HomeMy WebLinkAboutR-436033ROAD AND DRAINAGE NOTES AND DETAILS
FOR
4R,
Ao
0
W
rW
V
0
`r
Z
0
75
Er
Q
2
I
I
I
I
X
d)
0
U
V)
Q
C6
00
Cr)
N
N
N
17)
S_
N
0)
c
C
0)
00
N
N
N
m
CD
CD
CD
N
N
(Z
H Q)
a i1
"BAND--iT BRACKET'
OR APPROVED -
EOUAL
3
92
Li
NOTES
I DIMENSIONS FOR THE PARTS LOSE❑ TO ASSEMBLE THE BASE
CONNECTIONS ARE iNTEW)ON.ALLY HOT SHOWN. BASE
CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA. THE RASE CONNECTION DETAILS ARE SHOWN ON
TENS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED,
7- A 2" (IN) POST 1MTH 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 SIEEL POST SHALL MEET THE
REOUIREMENTS OF WSDOT STANDARD SPECIFICATiDN 9-06,
4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDO1
STANDARD SPECIFICATIONS 9-06 AND 9-28
MOUNTING ON EXISTING_
METAL POLE OR LUMINAIRE EDGE OF TRAVELED
ROADWAY
90 �JO'
IT
x4" MIN. T
OGf OF
I OR REF 111CTORtIED SKINS MOUNT
FACING Y(degree) OUTWARD IF SIGN
IS 07MIN 3C FEET OF ROADWAY
GALVANIZED BOLT WITH
GALVANIZED WASHERS, ! I SIGN FACE ORIENTATION
METAL POST z
o u"5
r • .
,7 T P H 51CN POST
`1 LOWER SQUAR xa
TUBE)
� Fino-
m%
7HQ c
• LINE 'v LOTAER SIGN 5//t6- (IN) CORNER BOLT
CJ 005T %JPPDRT OR 3/11"1 iLANGEO
SHOULDER BOLT WITH
NUT AND WASHERS -
2 REQU4RfD iTYP.)
w �• BOLT STOP
' '�IGJr POST
a
TYPE ST-4 SIGN SUPPORT
1
LOWER SIGN POST SUPPORT -- 2,25'
IN_ HEAVY-OLITY ANCHORP GALV.,
NAM
rruYmFRCIAL CONCRETE
MOUNTING ON METAL POST
SIGN MOUNTINIC ON SINGLE STD. PLAN- 129
+ PUBLIC WORKS METAL POST APPROVED:
DEPARTMENT (ADOPTED)
nATTs
DocuSign Envelope IDB16CE03A-ED99-4Fl l-B559-FEB382C92BFB
ad 9
1.5" RADIUS
(TYP.)
A
I1
U.J Our-'UE-rN , 1 1 r-. �
A
U � A
C E�
SIGN DIMENSIONS
SIGN TYPE
A
B
C
D
E
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT <40MPH)
8„
VARIES
6"
4.5"
3.5"
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT >40MPH)
12
VARIES
8"
6"
5"
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 129, EXCEPT
MOUNTING HEIGHT SHALL BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.)
BACKGROUND - GREEN (REEL.)
POST MOUNTED
PUBLIC WORKS STREET NAME SIGNS
DEPARTMENT
134
7/30/2018 1
DATF
4:0
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
DocuSign Envelope ID: 9D980DA8-0385-4664-AE66-57BFF1561D7F
6' MIN. (TYP.) -TIRE TRACKS CROSSWALK MARKINGS.
(TYP-) SEE NOTE I (TYP.)
i
LANE LANE
LINE LSE
WHITE CROSSWALK CENTERED CENTERED
MARKINGS(TYP.) IN IN
LANE LANE
24' 1
R
8.
81
CONCRETE CURB
6 GUTTER (TYP.)
� I
WHITE STOP BAR FOR HAWK SIGNAL
AND RECTANGULAR RAPID FLASHING
BEACONS (RRFB), SEE NOTE 3
PMM STYLE CAOUNALK
PLAN d PROFILE VIEW
NOTES.
1. PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR
ALL OTHER LOCATIONS.
2 PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109.
3. IT WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE
PRESENT AT A MID -BLOCK CROSSING OTHERWISE, NO STOP BARS SHALL BE INSTALLED,
4. TO MINIMIZE WEAR. CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE.
MID -BLOCK CROSSWALK AND STOP STD PLAN- 127
PUBLIC WORKS BAR PAVEMENT MARKINGS APPROVED:
�. DEPARTMENT 7/27/2022
Martln ParstuUWa
",•^�"^ DAZE
5:4
CURS RAMP WIDTH 4' - 0" MIN, LANDING TO MATCH A NOTES
CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'. 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road.
LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings.
LANDING I WIDTH - SEE CONTRACT PLANS Y
LANDING GRADE BREAK C15N_
I 2. Where "GRADE BREAK" is called out, the entire length of the grade break
GRADE BREAK SEE CONTRACT PLANS - GL�UF
between the two adjacent surface planes shall be flush.
4' - 0" MIN. CEMENT CON
SEE CONTRACT PLANS - SIDEWALK - SEE 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
4' -B" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb
PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway.
CEMENT CONCRETE TO SIDEWALK WIDTH 2'-D"
SIDEWALK - SEE NOTE 5 I (TYP.) SEE CONTRACT I MIN.ACT 4. See Contract Plans for the curb design specified. See Standard Flan
4' -0"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
FLARE (TYP.) 3J6" EXPANS* TH - MATCH Pedestrian Curb details.
JOINT (TYP.) - MP DEPTH
3l8" EXPANSION CURB RAMP STANDARD PLAN F-3
(TYP-) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
JOINT (TYP.) - SEE I Contract Plans for width and placement of sidewalk.
STANDARD PLAN FJ0.10 GRADE °r �a 6. The Bid Item "Cement Concrete Curb Ram Type does not include the
BREAK TRANSITION TO SIDEWAIF P YP
GRADE BREAK PRESENT, OR TO BACK OF .- adjacent CUfb, CUfb and Gutter, DepfeSSed Curb and GUttef.Pedestfan
C - --_ * iiiiiiiii(iiiii * SEE CONTRACT PLANS .a Curb, Or Sidewalks.
.iii.......:... ......
_ •••••••• ••••• ••• _ ""' """' 7. The Curb Ram length is not required to exceed 15 feet unless shown
CURB, OR CURB `------- _ _ CEMENT CONCRETE p 9
CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length,
AND GUTTER - - - - AND GUTTER - PEDESTRIAN CURB - the running slope Of the Curb Ramp is allowed to exceed 8.3%. Use a
SEE NOTE 4 SEE NOTE 4
DETECTABLE WARNING SURFACE - SEE NOTE 4
1 g I single constant slope from bottom of ramp to top of ramp to match into
SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the
FACE OF CURB _ FACE OF CURB SEE STANDARD PLAN F46.10 abutting landing in the 15-foot max, measurement
MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard
TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14-
-1 L L 9. Pedestrian Curb may be omitted if the ground surface at the back of the
w Curb Ramp and/or Landing will be at the same elevation as the Curb
o O Ramp or Landing and there will not be material to retain.
7 1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN 140.10
z FOR CURB RAMP LENGTHS GREATER THAN B' - 0" PROVIDE
LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED V - O- MIN. OC. PLAN VIEW
TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND
rD DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER)
SEE STANDARD PLAN F46.10 _ SLOPE IN EITHER DIRECTION
4' - 0" MIN. 15' - 0" MAX (TYP,) GRADE BREAK * 1.5% OR FLATTER RECOMMENDED FOR
DESIGNfFORMWORK (2% MAX.)
SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE -
50%* OR FLATTER RECOMMENDED FOR
W.MAX.. DESI
SEE STANDARD PLAN F. .10 * GRADE BREAK DESIGNlFORMWORK (8.3% MAX.)
*=_ TOP OF ROADWAY * * * 9,5% OR FLATTER RECOMMENDED FOR
. DESIGNIFORMWORK(10% MAX.) SCO,�T 2�L
LANDING CURB RAMP
DEPRESSED CURB AND GUTTER
1 SECTION SEE STANDARD PLAN F-10.12
AO
CEMENT CONCRETE PERPENDICULAR "A" PAY LIMICEMENT CONCRETE TS SEE NOTE P6 -A,, PERPENDICULAE CEMENT R "BC PAY ELIMITB SEE NOTE 6 W 9MP "TYPE oA� .8680ggI STBR�o
PEDESTRIAN CURB - ,' G
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
3" R. TYP DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER --SEE NOTE 4
CURB RADIUS DETAIL `8 1
BENCHMARK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11)
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
1 I CITY REVIEW COMMENTS DATED
2 CITY REVIEW COMMENTS DATED
REVISION
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
►��ONAL B�
D91e11y &goad by R-Stoll Zeller
Date W2D.e 22 13 23Mi 7'DD'
PERPENDICULAR
CURB RAMP
STANDARD PLAN F-40.15-04
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Date: 2020.09.25
14:44:37-07'00'
8TA7E DESIGN -NUR
VrrWasMnglon Stale Depoflmenl el TrensperlaYen
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:
RK
CHECKEDBJT
BY
DATE
AP FIR
�APPROVIED-
TJS
10' - Cr MAX
1000' - D• MAX
PULL POST -SPACED
I
END OR CORNER POST
i
TENSION WARE
10 - 0' MAX. ITYP.)
1000' (FT) MAX.
A
TENSION WARE PULL POST
I
B
LINE POST - SPACED
! BRACE TENSION TWISTED SELVAGE
D TENSION MIRE
a IU (FT) MAX.
! POST WARE (TYP.)
O
TENSIONWARE
TIE VIRE
(TYP.)
TENSION WIRE
TENSION VN
S2
>?
=
O
TIE WIRE
(TYP)
FABRIC BAND
a
U
(TYP.)
FABRIC BAND MR)
m
BAR
LL
STRETCHER BAR (T(P.)
STRETCHER (TYP.)
All
C
TENSION WIRE'`
HOG RINGS (TYP/ -
! I,•
b
KNUCKLED SELVAGE
(TYP.)
_i)
CHAIN LINK TENSION
FENCE FABRIC
SPACED G 24" (IN) MAX.
:
y,
IN
i
•
-
CONCRETE POST
TYPE 3
10 - 0' MAX
5W - 0' MAX.
PULL POST - SPACED
END OR CORNER POST
TENSION WIRE
10 - 0' MAX (TYP.)
i
0 50D (FT) MAX.
A
TENSION WIRE PULL POST
B
LINE POST - SPACED
BRACE�� VIA ICHUCIQED
I
D TENSION HARE
®10 (FT) MAX.
POST SELVAGE
TENSION HARE
TIE WARE
WIRE
TENSION WIRE
TENSION WIRE
(TYP)
STRETCHER
X
TIE WIRE
BAR(TYP)
v
(TYP)(
STRETCHER
' BAR (TYP.)
FABRIC BAND (TYP)
A.,C
FABRIC BAND (TYP)
NOTES
HOG RINGS (TYP) - 1. All concrete past bases shall be 10" (in)
PACED 024" (IN)MAX. minimum diameter.
BRACE POST 2. Along the top and bottom, using Hog
Rings, fasten the Chain Link Fence
Fabric to the Tension Wire Within the
limits of the first full fabric weave.
3. Details are illustrative and shall not
limit hardware design or post selection
RE of any particular fence type.
4. Fencing shall be used for security and
boundary delineation only.
TIE HARES (TYP.) -
SPACED O 14" (IN) MAX.
STRETCHER
BAR
WIRE jI: POST FABRIC
FABRIC BAND WITH
CARRIAGE BOLT AND _
NUT - SPACED 15" (IN)
MAX.
HOG RINGS (TYP.) -
SPACED 0 24" (IN) MAX.
BRACE POST
KNUCKLED SELVAGE r CHAIN LINK
?' N (TYPO ?' FENCE FABRIC
CONCRETE POST 1
BABE (YYP.)
TYPE 4
POST AND RAIL SPECIFICATIONS
3 Ire
1 518•
POE
ROLL FORMED
POST
�
UE
(IISCi 40)
SECTION
WEIGHT
1H
0b;A)
- FENCE LINE -
FABRIC LOOP -
2 SIDES Y O
END, CORNER, OR PULL POST
2 112' DUUA.
00.10
OZ
LINE OR BRACE POST
2" DIAM.
1.85
BRACE BAND WITH
TWO-WAY BRACE BAND WITH
AND NUT
_
CARRIAGE BOLTS AND NUTS
TENSION WIRE
TURNBUCKLE
FABRIC BAND WITH
BAR
TENSION WIRES
CARRIAGE BOLT AND NUT
TRLT
m
0
U
FABRIC BAND WITH
m
CARRIAGE BOLT AND
NUT (TYP.)
0
STRETCHER BAR (TYP.)
END OR CORNER POST
PULL POST (AT END OR CORNER)
DETAIL O
DETAIL O
TIE WIRE - SPACED
E 14" (IN) MAX. (TYP)
TENSION WIRE //
HOG RING - \c. SPACED
C 24" (IN) MAX
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BRACE POST
DETAIL OC
VERTICAL: NAVD 19W
HORIZONTAL: NAD 1983/2011
DATU M
TENSION WIRE
TWO-WAY BRACE BAND NTH
6/S5/ CARRIAGE BOLTS AND NUTS
N TURNBUCKLE
�- TURNBUCKLE
TENSION HARES TENSION WIRES
BRACE BAND WITH
CARRIAGE BOLT AND NUT
FABRIC BAND WITH
CARRIAGE BOLT AND
NUT (TYP.)
STRETCHER BAR (TYP.)
PULL POST (WITHIN RUN)
DETAIL O
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
METHOD OF FASTENING
STRETCHER BAR TO POST
TIE WIRES (TYP.) -
SPACED 0 W (IN) MAX.
4 Op IA'���,C
4
O q 34363
�e gGISTS
�S70NAL e��
,7 ,, Barry. Ed
Jul 14_01H:14 AM
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
_ Carpenter. Jeff
Jul 14 2015 11:24 AM
-_ .:STATE DEBrBN ENOnHR
wo.hinYbn 51d. Dpvbnr *fTn^Work6m
MR
TENSION WARE
p1 WAS#, �
s 5° ♦ 7�
o q 34 w3 o
�B q01 STB1`� ♦�
�S70NAL Y�G
any, Ed
Jul 14 2015 11:14 AM
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
Carpenter, Jeff
Jul 14 2015 11:25 AM
�' - 'STATEDEBgNENQ It
T Wu,Nhglen Sb D pa w,el Tra,wM"m
O N S k
Q- OF
W A Sy1
O
Z
100 4�0
6 STO,
�Ql-
s/DNA L ENG
1/6/26
•
J
O
v
Yl/
CA'
W
^L
W
�
• r_
O
V,
i W
cN
� M
i
4-0
Q 00
�0)
C4
><
tfV^
�J
#A
i
>
LO a-+
LO
f V
c0
Ma
00 U
Y
N
r
R-436033
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
N
N
N
O
O
N
LJ
N
J
O
O
O
O
MMI
t'J
N
r.�
HBray 02/05/2026IV, AF 00
W CV
ROAD AND DRAINAGE
NOTES AND DETAILS
HARMONY RIDGE
ICHIJO USA, CO., LTD
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007
(D
N
CV
�0
Z
DATE:
1/6/2026
z
m
FIELDBOOK:
0
O
PAGE:
DRAWING NO:
Uj
a�
SHEET: 33 OF: 66
=
W