HomeMy WebLinkAboutR-421222Irr
qW
O
Irr
n
Z
r2
V
\a
0)
a
U
Q
IP
N
O
n
N
O
N
N
E
C3
r)
a
I
DO
N
O
O
O
DocuSign Envelope ID: B16CE03A-ED99-4Fll-B559-FEB382C92BFB
1.5" RADIUS B
(TYP.)
A CAS N "m TI.M.11
M'SNO
0.3" BORDER ; 45'
SIDE VIEW, DOUBLE SIDED
POST TOP MOUNTED PRIVATE STREET NAME SIGN
1.5" RADIUS B
(TYP.) 2"
/C BOLT END OF
SIGN TO METAL
ma
POST. LETTERING
OR NUMERALS
SHALL NOT BE
0 LOCATED WITHIN
45' 0.3" BORDER o AT LEAST 2" OF
SIDE VIEW, DOUBLE SIDED THE BOLTED END
POST MOUNTED PRIVATE SIGN WITH HOUSE NUMBERS
SIGN DIMENSIONS
SIGN TYPE
A
B
C
D
POST TOP PRIVATE STREET NAME
6"
VARIES
4"
3"
POST MOUNTED PRIVATE SIGN
12"
VARIES
4"
3"
WITH HOUSE NUMBERS
GENERAL NOTES:
1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY
2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170
OR APPROVED EQUAL
3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE
4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL
5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED
6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL '29, EXCEPT
MOUNTING HEIGHT SHALL BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (RFFI.I
BACKGROUND - GREEN (REFL.)
PRIVATE ROADWAY SIGN DETAIL D� _ 137
•;JPUBLIC WORKS 25MPH OR LOWER A OVE
• DEPARTMENT 7/30/2018 1
DATE
"BAND
OR
NOTES
1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE
CONNECTIONS ARE PATENTED, MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE BASE CONNECTION DETAILS ARE SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2. A 2' (IN) POST WITH A 2 1/4" (IN) PSST ANCHOR OR A 2
1/4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE
SUBSTITUTED. SEE CONTRACT PLANS.
3. PERFORATED SQUARE STEEL POST SHALL MEET THE
REQUIREMENTS OF WSOOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28.
MOUNTING ON EXISTING
METAL POLE OR LUMINAIRE EDGE OF TRAVELED
ROADWAY
30'-
90'
4" MIN, T
EDGE OF
NGN
FOR REFLECTORIZED SIGNS: MOUNT
FACING 3'(degree) OUTWARD IF SIGN
GALVANIZED BOLT WITH`N I
IS WITHIN 30 FEET OF ROADWAY
GALVANIZED WASHERS. L1 SIGN FACE ORIENTATION
Nii
META). G POST z
O ✓I
O T A R SIGN POST-
LOWER SOUAR
g tUBE)
Eo 0
(r
Q�
K FINISHED i ^ m
aU UN : s
LINE :,r LOWER SIGN S[16' CORNER BOLT
O POST SUPPORT OR 3/✓IN }IN) fLANCED
SHOULDER eat IMTH
NUT AND WASHERS
2 REQUIRED (TYP.)
z BOLT STOP
IGN POST
a
>` TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT 2.25"
(IN), 7-CAGE. HOT -DIP GALV.,
HEAVY-DUTY ANCHOR
A.
COMMERCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTING ON SINGLE STD. PLAN- 129
9®� PUBLIC WORKS METAL POST APPROVED: z�
DEPARTMENT (ADOPTED)
DATE
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.
FACE OF --
BARRIER
SEE
SHOULDER CONTRACT W - SEE TABLE
-6 x 12 BE. UT 12"6 x 8 TIMBER POST, OR
(SEE NOTES 3 8 4) ACTUAL We x 8.5 OR WS x 9
STEEL POST
7 (SEE NOTES 1 8 5)
I I '
a ...'_.._.._. 'v
w H 91M
- GROUND LINE
m
SLOPE BREAK
/ POINT
Q SLOPE -
g 10: 1 OR FLATTER, - SEE TABLE
TYPICAL SECTION - WITHOUT CURB
Or - 0' POSTS)
- RAIL ELEMENT Y
LL `II/J (SEE NOTE d)
6 x 8 TIMBER POST OR
WS x 8.5 OR WS x 9 STEEL
POST (SEE NOTES 1 8 5)
0 6 1
5W ON) x IN' (IN) BUTTON
i� HEAD BOLT WITH MM" (IN)kPOST
OVAL GRIP ANDRECESSED HEX NUT
(TYP)(SEE NOTE 6)F.PLAN VIEW'3W (IN) DIAM. HOLE THROUGH
BLOCK FOR TIMBER POST
ATTACHMENT
314" (IN) DIAM. HOLBLOCK - FOR S
ATTACHMENT
FACE W WOOD BLOCK
BARRIER
)SEE NOTE d)
SHOULDER W - SEE TABLE
-I
6 x 12 BLOCKOUT _ 1r 6 x 8 TIMBER POST OR
(SEE NOTE 4) ACTUAL POST 8.5 (5O NOTES STEEL 8 5)
tO PERMISSIBLE CURB
IL
'v PLACEMENT AREA
� (SEE NOTE 2)
v - -31M•
FACE OF � I In GROUND LINE
CURB LIMIT SLOPE BREAK
�L POINT
SLOPE
10 : 1 OR PUTTER SEE TABLE
-s
EXTRUDED CURB TYPE 1, 2, 3, 4, 5,
OR 6. (SEE CONTRACT FOR TYPE).
FOR EXTRUDED CURB DETAILS,
SEE STANDARD PLAN F-10A2 ELEVATION VIEW
TYPICAL SECTION -WITH CURB
(6' - 0' LONG POSTS)
w 27 12"
z
w 1 b
4.09 } o 0
330r PLAN
SPLICE BUT
SLOT (TYP.)
29r32" x 1 1J8'
3Wx212
POST BOLT F*4�
318" HOLE
(OPDONW
41M' 4 114'
ELEVATION
DESIGN A
rran
0 0
0
SPLICE BOLT
SLOT "P.)
29/32' x 1 1/8"
ELEVATION
DESIGN D
DRYWELL
CALCULATION
LOT
PROVIDED DRYWELL
DEPTH (FT)
1
6.0
2
5.5
3
5.5
4
6.0
5
6.5
6
5.5
7
5.5
8
6.0
WALL
DRAIN
3.6
CITY
OF RENTON,
KING COUNTY, WASHINGTON
BEAM GUARDRAIL TYPE 31
-- NOTES
3'-t 1!Y' B-3`
-- W-3'
8'-3'
1. Refer to Standard Plan C-1b and C-20.11 for
additional details not shown on this plan.
- - -
--
2. Extend shoulder pavement to provide a base for the
-_
extruded curb. See Contract Plans for exceptions to
i
diStanCBS Shown.
N
MID WAIN
SPLICE
GROUND ONE
4
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).
TYPICAL ELEVATION
Wood blocks shall be Secured to the posts with anti-
1T-87rr
rotation nails. If combination blocks are used, the
adjacent blocks shall be toenalled with two t6d
41M' 3'-1 tf2'
6'-T
I V-11M
galvanized nails to prevent block rotation.
RYP') 41M"
(TYP.)
SYMMETRICAL
ABou r
4. Wood blocks are shown. Blocks of an approved
alternative material may be used. See Standard
Specification, Section 9.16.3(2).
'
o
a o 0
5. All posts for any standard barrier run shall be of the
o
-
same type: timber or steel.
3u• ON) x 2 IQ" OM _rl
SLOT (TYP.)
TYPICAL RAIL ELEMENT
6. Attach blockouts to steel posts using bolt holes
on approaching traffic side of post web.
IW (IN) OR 13I16' (IN) DIAM. HOLE
7. Anti -rotation holes in steel posts are not required
FOR ANTI -ROTATION 16d NAIL (TYP,)
when using blocks with anti -rotation features
SLOPE/EMBANKMENT TABLE
FOR 6', 8% 9', AND 11' LONG POSTS
POST
SLOPE
W (FT)
LENGTH
8-FOOT
2H 1 V OR
2.5 MIN.
FLATTER
6-FOOT
IH IV OR
4.0 MIN,
FLATTER
8-FOOT
IN IV
2.5 MIN.
0
8-FOOT
2H:1V
(FACE OF BARRIER AT
SLOPE BREAK POINT)
0
7k 9-FOOT
1.6H : 1V
(FACE OF BARRIER AT
SLOPE BREAK POINT)
(114%DIAM. HOLE SHOWN)
(SEE NOTE 7) (e.g., routed blocks).
ANTI -ROTATION
NAIL t6d (TYP-)
WB x 8.5 x B (FT) OR / SIB• (IN) RECESSED
N WS x 9 x 6' (FT) LONG (\( HEX NUT (TYP J
STEEL POST
314" OR 13/16" (SEE NOTES i 8 5)
DIAM. HOLE FOR 6 x 12 BLOCKOUT (TYP.)
BUTTON HEAD ' SIB" (IN) RECESSED (SEE NOTE 3)
BOLT (TYP.) HEX NUT (TYP.)
STEEL POST °
_ CUT WASHER
(') ANT6ROTATION p SIB' (IN) x 14" (IN) BUTTON
NAIL 16d (TYP.) HEAD BOLT WITH RECESSED
(IN)
- OVAL GRIP AND RECESSED
^ HEX NUT (TYP,)
(SEE NOTE 3) (SEE NOTE 8)
6 x 8 x 6' (FT) LONG
p TIMBER POST -
* 11-FOG 1H : 1V
(FACE OF BARRIER AT (SEE NOTES 1 8 5)
SLOPE BREAKPOINT)
WE MAY BE USED ONLY IF SHOWN IN - (SEE NOTE 3)
CONTRACT DOCUMENTS
ANn-TornnaN
NAIL led (TYP.)
ANTI -ROTATION
6 x 8 TIMBER POST OR
W5xB.5OR W6x9
NAIL 16d (TYP.)
STEEL POST (TYP.)
(SEE NOTE 3)
- RAIL ELEMENT
\' SW (IN) x 1 1/4" (IN) BUTTON HEAD BOLT
WITH 7132" (IN) OVAL GRIP (TYP.)
AND RECESSED HEX NUTS -
EIGHT (8) REQUIRED PER SPLICE
,6
b b
21M I er 17�
PLAN
0;MIL
nT
(.)
2Wr x 1 1l8"
ELEVATION
DESIGN C
3Ir•
i 1
25' BEND FOR
3, USE VNTH
T DESIGN 0
s-
7174' 14' I e 1 Y
k= (::D i
o l o i T r3ifr
3/4" X 2 12' '- N
POST BOLT SLOT O O
(OPTIONAL) -
SPLICE BOLT 1. 110LP3 (TYP.)
SLOT (TYPJ (SEE NOTE 2)
29132" x 1 I/r
ELEVATION
DESIGN F
(SEE NOTE 4)
�i
DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I , BRASS C W TH X" AT DISC
116TH ST.
HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH IT 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0.
NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99
I\ B/\TB-ram
p ii
LYO
oSaT�G
56' (IN) x 22" (IN) BUTTON HEAD BOLT
WITH 7132- (IN) OVAL GRIP AND
RECESSED HEX NUT (TYP.)
ISOMETRIC VIEW
Aug 17, 2021
BEAM GUARDRAIL TYPE 31
STANDARD PLAN C-20.10-07
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Aug 20, 2021
Woshingbn SNee DopwhnsM 1Trvnq,e,Nlien
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
bolls (five minimum) Standard Spec. 9-06.5(4), with thin stab
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.
O CE N
EN
R. 11"
O NPPR°xtMATE
r
�j �.I e1rr�
Y
_ DESIGN D
END SECTION
PLAN
SPLICE BOLT
- SLOT(TYP.)
29132' x 1 1/T
0, o
O O O
o • o o eo L. q.-
• ELEVATION 1C 01 f Y s ®f
qH
DESIGN 0
(SEE NOTE 3) 90� ,Pd, 32350 QO
01STO
ONAL
BEAM GUARDRAIL
END SECTIONS
STANDARD PLAN C-7
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch Ill 06-16-11
s.,rE�s,�rF.GxrEEn w,f
WorMplon SNN Dapomn"x M T..,,,, bbn
WHEN LOCATED IN MEDIUM SANDS, DRYWELLS MUST CONTAIN AT LEAST 90
CUBIC FEET OF GRAVEL PER 1,000 SF OF IMPERVIOUS SURFACE SERVED.
PER GEOTECH REPORT, DOMINANT SOIL GRAIN SIZE SHOULD BE CONSIDERED
"MEDIUM SAND".
THE IMPERVIOUS SURFACE COVERAGE ASSUMED ON EACH CREATED LOT
SHALL BE 4,000 SQUARE FEET OR THE MAXIMUM ALLOWED PER ZONING
(65%) WHICH EVER IS LESS PER RMC 4-6-030.
A 5'X15' RECTANGULAR DRYWELL WILL BE INSTALLED. THE SURFACE AREA OF
THE DRYWELL WILL BE 75 SF.
RECORD DRAWINGS AS BUILT RK 5/4/22 BJT S11RVE"ED.
REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DUM RK
DRAWN. RK
cHE BJT
REVISION BY DATE APPR �� BJT
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
ORYWELL
ROOF
48' MIN DIA
DOWNSPOUT MIN 12' x 12"
HOUSE CATCH BASIN
SPLASH BLOCK (YARD DRAIN)
FLOW
O
PLAN
ROOF DOYYNSPOUi
4" CAPPED PVC OR GRATE INLET
AT SURFACE FOR OBSERVATION
OVERFLOW CATCH BASIN
MIN. 50 GALLON PLASTIC
(YARD DRAIN)
OR CONCRETE DRYWELL
HOUSE SPLASH BLOCK SOLID UD
OR ORATE W D1A.IAN. PVC.
SDR 36 PER ASTM OV34
12" MIN
TOPSOIL
Pk 5LOPrj(1NMI N I
tY MIN
SUMP
FINE MESH SCREEN SS
304 1000 OR SIMILAR
5' MIN. SETBACK FROM
BUILDING
ITMIN, AS REQUIRED,
314'.1 IW WASHED
SEE NOTE 1
24' -
DRAIN ROCK OR
- GRAVEL BACKFILL FOR
MIN.
DRYWELLS PER WSDOT
<j
44* STD SPECIFICATION
MIN SECTION 9.03.12(5).
SIDES AND TOP OF ROCK LINED WITH
NON -WOVEN GEOTEXTILE FOR
SEPARATION PER WSDOT 933.2(1)
48-MIN.
NOTES,
DRYWELLS MUST BESET BACK AT LEAST 15 FEET FROM
W
BUILDINGS WITH CRAWL SPACE OR BASEMENT ELEVATIONS THAT SECTION
12' MIN ABOVE SEASONAL
ARE BELOW THE OVERFLOW POINT OF THE DRYWELL
HIGH GROUNDWATER OR
HYDRAULICALLY
GENERAL NOTESL
RESTRICTIVE LAYER
I. WHEN LOCATED IN COARSE SANDS AND COBBLES, DRYWELLS MUST CONTAIN A VOLUME OF GRAVEL EQUAL TO OR GREATER THAN 60 CUBIC FEET PER 1.000 SQUARE
FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS. DRYWELLS MUST CONTAIN AT LEAST 90 CUBIC FEET OF GRAVEL PER 1,000 SQUARE FEET
OF IMPERVIOUS SURFACE SERVED.
2 SPACING BETWEEN DRYWELLS SHALL BE A MINIMUM OF 10 FEET,
3 REGULAR MAJNTENANCE INCLUDING CATCH BASIN (YARD ORAIN) CLEANING (EVERY 6 MONTHS MINIMUM) IS ESSENTIAL TO THE LONG-TERM FUNCTIONING OF
DRYWELLS.
4 CONNECT INLET PIPE TO CONCRETE DRYWELL USING PRECAST HOLE OR CORE DRILLED HOLE
S SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS -
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE 1NT51
STD. PLAN - 263.00
mompow air
PUBLIC WORKS
DEPARTMENT
DRYWELL PLAN AND SECTION
Martin PaStUCha 8/13/20
90 DATE
6' _ CEMENT CONCRETE
1 H ,-R SIDEWALK RAMP
VARIES OR LANDING
FROM
6"TOO ,
6'
1
3M'PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
-6 IrZ
SEE DEPRESSED CURB DETAIL THIS SHEET
1,24
TOP OF
12'It. ROADWAY
' 1
m
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY,
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
-6 irr
s Irr 1'
12'12. - - ,.FL
FACE OF ADJACENT CURB 1 1
TOP OF
ROADWAY
. • p �It
• GUTTER SURFACE r
5
PREMOLDEO
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
FACE OF CURB
-617--
512* -V
12' R. 1' R 124
1 TOP OF
• (0 1/2-R. ROADWAY
1 �
_ 1
r m
T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
-6 irr FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMPENTRANCE
1.12 1:24
TOP OF
12'R ROADWAY
�1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
318'
_ r
1
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL `VOTES
I. See standard plans 102 and 101.1 for curb expansion and mrannaionpint spaong.
L Exp4nslon joint shall be full depth, 3/8' Ilnt premOgled joint filler.
3. For Depressed Miim4thc D-way Curb A Guder Sod,on, sea Stardard Plan 104 2
O PUBUC WORKS STD. PLAN - 101
DEPARTMENT CEMENT CONCRETE CURBS rI
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnau_ NAVD 1
HORIZONTAL: NAD 1983 1991
DATU M
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
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.
1 8:
O N S/
WAS
ti O
�
o
520100 41�
FSS T DNA L
7/7/202-3
V
C
O
v
•�
O
C
m
C
U.1
c�
C
.0
N
M
a'
ON
M
M N
Q
LO
i
O
LO
a-7 N
N
/c�v
W
U
CO
r
�,
Y
R-421222
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
'O
V /
T
O
O
T
N
T
W
0- 00
OM
T
� N
Z00
`
DATE:
7/7/2023
m
O
RU DBOOK:
PAGE:
Q
J Uj
DRAWING NO.
U
m
SF1EEh 22 OF: 40