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DacuSign Envelope ID. 6EECF5BE-602A-4E4A•B436-A317AA638878
29 1 W
SOLT•DOWN HOLE (TYR) -SIB'.
11 NO, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
51S'-II NC 2'
GRATE
Fi1AA1E
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 114'
f
1` fl
SECTION A <>
SEE DETAIL _ ISOMETRIC VIEW
I -�••1 fla'
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I 4 112• ' EE S-FA E)ARD PLANS 294- 0 206.20, 204.30, AND 2G4.AO TES OR COVERS,
,� 1 5I8• r� 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
Li
LES LAVERS, VN3.9THIi9WISE 5PWIFIEO, PROVIDE TWO HOLES IN THE
1 yS. FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
1 4' CAP 8
BE NG TTAME PPED. OR OTHR APPROVED EO HANISM- OCATTIION OFGREW BY
BOLT -DOWN HOLES VARIES BY MANUFACTURER.
2 1IY f 3. REFER TO STANDARD SPECIFICATION 4-a`a-1NR)I FOR ADDITIONAL
DETAIL REQUIREMENTS
UNLESS OTHERWISE kDTEO, DRAWING 15 NOTTO SCALE (NISI
STD. PLAN - 204.00
PUBLIC WORKS D;
DEPARTMENT RECTANGULAR FRAME GqZ 9/28/2018
DATL
DocuSign Envelope ID. 6EECF5B6-602A•4E4A-B436-A317AA638878
24"
n
Z 1t2" ❑fA HOLE
2n• A
44
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m
TOP
ISOMETRIC
i BOLT -DOWN SLOT
SEE DETAIL AND
NOTE 1
4 3. + 1 1!I-
i
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4
R3T. SEE NOTE 2
SECTION A
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1 174`
BOLT -DOWN SLOT DETAIL
SEE NOTE I
R26', SEE NOTE 2
s
NOTES:
3 112•
r SI4'
1 fig.
1. $OLT-DOWN CAPASILJTY IS REQUIRED ON ALL FRAMES.
i,R'TES, AND COVERS. UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5B 11 NC. 2- AL E;N
a'
Hi AD CAP SCREW BY BEING TAPPED, OR OTHER
SW D A. HOLE
APPROVED MECHANISM. LOCATION OF BOO-DOWNHOLES
VARES BY MANUFACTURER.
I12- GUA. HANDLE
1 117
2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTRRL;= IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SP✓<CIF ICATION 9.05.1 SO2 FOR
ADDITIONAL REQUIREMENTS.
4 FOR FRAME DETAILS, SEE CRY OF RENTON STANDARD
PLAN 204.130.
UNLESS DTHOtWISL NOTE P, DRAWING IS NOT TO SCALE (WSI
STD. PLAN - 204.10
PUBLIC WORKS
°r
URDEPARTMENT RECTANGULAR SOLID METAL COVER GqZ 9/28/2018 1
D_
:45 AN
:45 AN
AS-BUILTS ROAD DRAINAGE NOTES AND DETAILS
OF
BRENNON LANDING (VAUGHN TRUST PROPERTY)
A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E. W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DacuSign Envelope ID. 6EECF5BE-602A-4E4A•B436-A317AA638878
24-
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BOLT-DOWNDETSLOT-
SEE
DETAIL
AND � I
NOTE 1 1 1141
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BOLT -DOWN $LOT DETAIL
ISOMETRIC
-
3"
R3V. S EE NOTE 2
SEE 7607E 1
I �
R26', SEE NOTE 2
1 112'
r
r
SECTION s
5"
NOTES:
3 112' w
1- BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES,
GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLUTS.
d'
THE FRAME SHALL ACCEPT THE Sla'-I 1 NO - 2' ALIEN
14EAO CAP SCREW BY BEING TAPPED, OR OTHER
3A' DIA. HOLE
,f2' DUO, FW'{pLE
APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES
VARIES BY MANUFACTURER.
1 1U2'
2 ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN
LIEU OF THE RIB DESIGN.
SECTION C
3. REFER TO STANDARD SPECIFICATION B-05.15(2)FOR
ADDITIONAL REQUIREMENTS
4 FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD
PLAN 204.09.
UN155$ OTHEAWlSE NDTEP, DRAWING 15 NOT TO SCALE (NISI
STD. PLAN - 204.10
a PUBLIC WORKS
DEPARTMENT
RECTANGULAR SOLID
METAL COVER
°
GqZ 9/28/2018 1
°ATE
1 I RECORD DRAWINGS AS BUILT
2 REVISION PER COMMENTS DATED
DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS
C WITH XAT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
:45 AN
DocuSign Envelope ID: 3B1B34D3-7LDA-475C-AD83-4329FFEOCIOB
314' FLAT FACE GOTHIC
C 1 I--9•DIA--I
13 $TORL 13
CC a"
CC
�� � 8-13J16-DIA
5->t 18" DIA
111,117 DiA
(2) 3r6--16 55 SOCKET HEAD CAP 15" DIA 5U3'
11! OPEN PICKHOLE �• SCREW (ALLENHEApJ W+W$HR5
ON A B- DiA BOLT CIRCLE
CAST IRON FRAME AND
PAVED AREA Cr1P-)
COVER, SEE NOTE 3
,2-
--mil
EXTEND CLET RISER
2'ABOVE DESIGN PONDING
IFS
_ ELEVATION OR PER PLAN
FENNED OWETED
+'�
DESIGN P4NDING
OU,K CAP OR SIMILAR
- ELEVATION
4•' P�EO Ctl1(2)
S" CLASS 'B"
R ViS
PER WSOOT H-03.1 i(2)
ASPHALT, SEE NQT)=4
n
L 4' CDMPACTE D SAND OR
GRAVEL IIACKFW, FOR DRAIN$
PER WSDOT 9-O3.12(4I
_
CLEAN�OLrT RISER, SEE NOTE 2
{
i
cl.E+wvur RISER, _
SOIL TIGHT 45' BEND SEE NOTE 2
.11
WYE
SOIL TIGHT -
COUPLER ..
UNDERDRAIN. FOOTING L
DRAIN COLLECTOR, OR �
ROOF DRAIN COLLECTOR
PIPS SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
•-,- IIIIIII�I
TO OVERFLOW w-
STRUCT URE OR
STORM MAIN + •,y�
MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1 DIAMETER TO DE irINCHES MINIMUM PRIVATE. B-INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD- PLAN 282.11)
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR PIPE
3 FRAME AND COVER SHALL BE EJ PRODUCTS 3973Z1 PT AND 3675APT OR APPROVED EDUAi- COVER TO BE LOCKING WITH ALIEN HEAD BOLT, MARKED'SiORM' OR
'DRAIN'
4. FOR CLEAROUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIIORETENTION PONDING AREA. POUR W THICK, Z112' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI
GENERAL NOTES.
I CLEANOU7S FOR UNDERDFWN. FOOTING DPN4 COLLECTOR, AND ROOF DRAIN( COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY IOD FEE- A I
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRA7N PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE_ CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALLPIPES
2 ALL FFMNGS SHALL BE SOIL TIGHT.
3 CLEANCUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTIDN PONDING WHERE POSSIBLE
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED SY THE CITY.
UNLESS OTH ERW 15E NOTED, DRAW I NG IS NUT TO SCALL : N 1'Si
STD, PLAN - 226.00
a� PUBLIC WORKS ee° tueabv:
-� DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20
�,{,6D DATE
RK
5/4/22
BJT
SURVEYED.,
RK
7/7/23
BJT
DESIGNED:
RK
DRAWN:
RK
CHECKED:
BJT
BY
DATE
APPR
BJT
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD lees
HORIZOWAL NAD 19W/1991
DATU M
0 1 8:
DacuSign Envelope ID: 6EECF5BE-662A-4E4A•B436-A317AA638878
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
3'-0' ARBORIST WOOD CHIP MULCH,
SEE ST➢. PLAN 252.50
3'OF COMPOST I NOORPORATE❑
INTO 5' OF SITE $OIL ITOTAL
AMENDED DEPTH OF 9.V FOR A
SETTLED DEPTH OF W)
PLANTING BtUSIUNDISTURBED UNDISTURBED TURF (LAWN AREAS.
VEGETATION. SEE NOTE I SEE NOTE 1
I GRASS: SEED OR $OD
UNDISTURBED NATIVE SOIL
4 �
OPTION 1 - NO DISTURBANCE
PLANTING BEDS IMF (LAWN) RHEAS
GRASS SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
6.25' OF SITE SOIL (TOTAL AMENDED DEPTH
OF 9.5'. FOR A SETTLED DEPTH OF 9`)
SUBSOIL SCARIFIED 4" BELOW
SUBSOIL SCARIFIED 4' BELOW . J_ �. - - - COMPOST AMENDED LAYER
COMPOST AMENDED LAYER
[12" BELOW SOIL SURFACE) [14" 9ELOIk SOIL SURFACE)
3'-4" ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 252.6D
6" IMPORTER
TOPSOIL MIX
(COMPACTED
BERTH)
SUBSOIL IS
SCARIFIED W
BELOW IMPORTED
TOPSOIL MIX
17
OPTIONS 2,3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
lI 1I IyI I, `�1A A[I JIB + I, I
1 I, 14NJI �jj' I'D', 1 GRASs: sEED OH soD
• rF I Ili..'.:•.. III 1:.II
T4" 1 IIL,I7,,I,�Ip1 1,
yf PUBLIC WORKS
IL
DEPARTMENT
CALL BEFORE YOU DIG:
1-800-424-5555
-Aout. k CITY OF
RENTON
Planning/Building/Public Works Dept.
OPTION S - IMPORTED TOPSIOIL
NOTES:
1. AREAS OF NO DISTURBANCE T013E FENCED
AND EXISTING VEGETATION AND SOIL TD BE
PROTECTED FROM CONSTRUCTION IMPACTS.
6" IMPORTED
TOPSOIL MIX
GENERAL NOTES:
(COMPACTED
DEISTHI
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSINGEROSION
SUBSOIL IS
2- COMPOST TO MEET STD- PLAN 25ZAD.
SCARIFIEO 6"
BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
UNLESS OTHERW15E NI.TFD. DRAWING. 15 NOT TV KAE INTSI
STD. PLAN - 264.00
AFPR U;
SOIL AMENDMENT SECTIONS GqZ 9/28/2018
DATE
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY
OF THE APPROVED CONSTRUCTION DRAWINGS
PREPARED BY BARGHAUSEN CONSULTING
ENGINEERS, INC AND HAS BEEN EDITED TO
REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A
COMBINATION OF THE FIELD SURVEYED INFORMATION
AND DOCUMENTED FIELD REVISIONS.
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R-421220
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
AS-BUILTS ROAD DRAINAGE
NOTES AND DETAILS
VAUGHN PROPERTY
MAINVUE WA, LLC
121 3RD AVENUE
KIRKLAND, WA 98033
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