HomeMy WebLinkAboutT-392309co
N
0�
co
I
0
W
Y
rr
W n
Q 7
Z
L
LLJ
0 LL
1
rr
J
Z
O
0
Z
Y
J
Q
m
0
U
U)
v
0
IYi
O
N
N
E
a�
0
U)
0
rn
I
Ln
Ln
CD
c0
0
LI7
LC)
CD
Q0
o CEMENT CONCRETE
PEDESTRIAN CURB -
� SEE NOTE 9 B
LL
m CURB RAMP /
o /
CEMENT CONCRETE
PEDESTRIAN CURB - _
SEE NOTE 9
CEMENT CONCRETE
CURB AND GUTTER -
SEE NOTES 4
DETECTABLE WARNING SURFACE- CRI
SEE STANDARD PLAN F-45.10
ASBUILT ROAD AND DRAINAGE NOTES AND DETAILS
FOR
ALL UIM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
NOTES
4'-0"MIN.-SEE
CONTRACT PLANS 1. At marked crosswalks, the connection between the curb ramp and the roadway must be
LANDING CEMENT CONCRETE contained within the width of the crosswalk markings.
CURB RAMP PEDESTRIAN CURB - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two
PLAN VIEW
TYPE COMBINATION
WITH BUFFER
SEE NOTE 9
DETECTABLE
WARNING SURFACE -
`•
SEE STANDARD PLAN F-45.10
3" R.
(TYP)
MATCH SIDEWALK IN - 0" MIN.) -
........:::::
SEE CONTRACT PLANS
DEPRESSED CURB AND
318'(IN) EXPANSION JOINT (TYP) -
GUTTER - SEE NOTES 4 8 6
SEE STANDARD PUN F-30.10
C BUFFER STRIP (TYP) -
CEMENT CONCRETE CURB
/1 SEE CONTRACT PLANS
AND G UTTER - SEE NOTES 4 8 6
DEPRESSED CURB AND GUTTER -
DETAIL
OD
SEE NOTES 4 8 6
CURB RADIUS DETAIL
adjacent surface planes shall be flush.
3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part
of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing
connects to the roadway.
4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb,
Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details.
5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans
for width and placement of sidewalk.
6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb,
Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks.
7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the
Contract Plans). When applying the 15-foot max. length, the running slope of the curb
ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top
of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included
the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a
radius, the 15-foot max. length is measured on the inside radius along the back of the
walkway.
S. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14
9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or
Landing will be at the same elevation as the Curb Ramp or Landing and there will not be
material to retain.
LEGEND
4' - 0" MIN. 16 - 0" MAX.
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
SLOPE IN EITHER DIRECTION
CEMENT CONCRETE
SEE CONTRACT PLANS
SEE NOTE 7
GRADE BREAK 16 - W MAX. (TYP.)
r - W MIN. 15'- 0" MAX. (TYP.)
1.5 OR FLATTER RECOMMENDED FOR
* DESIGN/FORMWORK (2% MAX.)
PEDESTRIAN CURB -
SEE NOTE 9
GRADE
SEE NOTE 7
SEE CONTRACT PLANS
SEE NOTE 7
.* * OR FLATTER RECOMMENDED FOR
1r a
BREAK
SLOPE TOP OF
GRADE BREAK
GRADE BREAK
DESIGN/FORMWORK (6.3% MAX.)
DESK
**
COUNTER
5 ROADWAY
��
...
Y
•Jr'J�
* _ 6
�-
'
LAUDING
DEPRESSED CURB AND GUTTER - I
CURB RAMP SEE STANDARD PLAN F-10.12 CURB RAMP
. a LANDING
CURB RAMP
1
AND NOTE 6
EXPANSION
aT VAS/// l�
318" (IN) JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
SECTION O
9
SECTION
O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG
INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN 6' - 0" PROVIDE
O� ,F 2666D
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC.
Jp �I STBA \�
1P
"CEMENT CONCRETE CURB RAMP TYPE
Bf/ONAL Q�G
COMBINATION" PAY LIMIT- SEE NOTE 6
CURB RAMP
4' - D' MIN. 3' - 0" MIN. (TYP.)
SEE CONTRACT PLANS
SEE
Leller, Scott
PLANS
BUFFER TOP OF
- Jun 24 2016 7:20 AM
STRIP ROADWAY
*�
COMBINATION CURB RAMP
STANDARD PLAN F-40.14-03
CEMENT CONCRETE CURB AND
SHEET1 OF 1 SHEET
CEMENT CONCRETE PEDESTRIAN
CURB ITYPJ - SEE NOTE 9
SECTION B
GUTTER - SEE NOTES 4 8 6
APPROVED FOR PUBLICATION
c ii"z za
(/,a0ra. f- PM
ISOMETRIC VIEW
TYPE COMBINATION
ANN,w..nln.lro]pslm.
PAY LIMIT
D.P.nm.m.l T..n.P.,mlan
T
NOTES
4'-0'MIN.- p 4'-0"MIN .- A
SEE CONTRACT PLANS SEE CONTRACT PLANS 1. At marked Crosswalks, the Connection between the landing and the
3/8" EXPANSION PEDESTRIAN CURS - 3/8" (IN) EXPANSION roadwaymust be contained within the width of the crosswalk markings.
JOINT (TVP.) -SEE SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB -
STANDARD PLAN F.3a.10 STANDARD PLAN F-30.10 LANDING SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade
LANDING break between the two adjacent surface planes shall be Bush.
B SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
/ * C nances on any part of the Curb Ramp or Landing, or in the Depressed
CURB AND GUTTER
*�/ * SIDEWALK Curb and Gutter where the Landing connects to the roadway.
I T R. 4. See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
CURB AND GUTTER Pedestrian Curb details.
CURB RAMP
CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details.
4' - 0" MIN. - ` 4' - 0" MIN. - _ _ _ SEE STANDARD PUN F-45.10 See Contract Plans for width and placement Of sidewalk.
SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ^ SEE CONTRACT PLANS
SEE STANDARD PLAN F-45.10 6. The Bid Item "Cement Concrete Curb Ram T does not include
FACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER p Type -
DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter,
CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks.
7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise
p shown in the Contract Plans). When applying the 15-foot max. length,
LL PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single
TYPE PARALLEL A SEE STANDARD PLAN FW5.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk
m over a horizontal distance of 15 feet. Do not include abutting landing(s) in
arv. the15-foot max. measurement. When a ramp is constructed on a radius, the
SEE CONTRACNTRACT PLANS GRADE BREAK 15-foot max. length is measured on the inside radius along the back of the
oO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 a SLOPE walkway.
FOR CURB RAMP LENGTHS GREATER THAN S' - 0"PROVIDE COUNTER TOP OF
CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. 4r 5� ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard
,.. Specifications 8-14.
w 9. Pedestrian Curb may be omitted if the ground surface at the back of the
CEMENT CONCRETE PEDESTRIAN LANDING DEPRESSED CURB AND GUTTER -
6 SEE STANDARD PUN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb
CURB -SEE NOTE 9 > AND NOTE 6 Ramp or Landing and there will be no material to retain.
SECTION O 4'-TMIN. 15'-0" MAX. (TYP)
LEGEND
SEE CONTRACT PLANS SEE NOTE 7
SLOPE IN EITHER DIRECTION
GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR
15' - 0" MAX. (TYP.) 4' - D' MIN. 15' - 0" MAX. (TYP.)
GRADE BREAK DESIGN/FORMWORK (2% MAX.)
W
SEE NOTE 7 SEE CONTRACT PLANS FORMWORK
SEE NOTE 7 �.
GRADE BREAK FLATTER RECOMMENDED FOR DESIGORK (8.3% MMAX.) - SEE NOTE 7
GRADE BREAK FORMW
SIDEWALK .. _,... :. ,..
7: 1rr 7k * CURB RAMP
30 (IN) EXPANSION JOINT (TYP) -
PEDESTRIANCURB
NORTE 9 LANDING 1 SEE STANDARD PLAN F-30.10 SC'OQ WAS- .
`a CURB RAMP - FAQ�id
CURB RAMP LANDING 5
318" EXPANSION JOINT (TYP) - 1 SECTION
SEE STANDARD PLAN F-30.10
SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
OF, .9 28680
(ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE cP AO1 STIR \�
PARALLEL B" PAY LIMIT - SEE NOTE 6 B f7ONAL FAG
"CEMENT CONCRETE CURB RAMP TYPE Zeller, Scott
PARALLEL A" PAY LIMIT ^ SEE NOTE 6
Tun 24 2016 7:19 n \I
PARALLEL CURB RAMP
STANDARD PLAN F-40.12-03
SHEET OF 1 SHEET
APPROVED FOR PUBLICATION
k1,Denmr. lea
�. fiw
tun 2920162:2]PM
ISOMETRIC VIEW ISOMETRIC VIEW Aft
w..nt�sr.n sm. o.P.nm.n ei rr.n.Pe.mri.n
TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT T
1If - 0" MAX
I END OR CORNER POST
1 V - Cr MAX.
END OR CORNER POST
I I
I TENSION VWRE PULL POST I
I
U
ON WIRE7STRETCHER
BAR (TYP.)
FABRIC SAND (TYP.)
CONCRETE POST
BASE (TYP.)
1OW - 0" MAR.
TENSION WIRE try - Cr MAX. ITYP.) i
B J LINE POST - SPACED ! BRACE TENSION TWISTED SELVAGE !
.� O 19 (FT) MAX. ! POST WIRE (TYP.)
TIE VWRE WARE
(TYP.) t7
b i
m a (TYP)
FABRIC BAND (TYP.)
LL
tt )1P
KNUCKLED SELVAGE(TYPJ
TYPE 3
600' -0' MAX.
TENSION WIRE
1p - D. MAJ(. (TYP.) i
B
LINE POST -SPACED BRACE KNUCKLED
i TENSION WIRE
® to (FT)
MAX POST
SELVAGE (TYP.
TIE WIRE
t
pI
TENSION WIRE
(TYP.)
b 1i
=
L)
TIE WIRE
(TYP.)
FABRIC BAND (rvP)
1t
NC
KNUCKLED SELVAGE '! )
TYPE 4
POST AND RAIL SPECIFICATIONS
311T
1 yg,
PIPE
TOLL FORMED
POST
N_
C 7
NOM. SIZE
(SCH. 40)
SECTION
WEIGHT
I.D.
(Ib/A)
_ FENCE LINE
FABRIC LOOP -
2 SIDES Y Z
END, CORNER OR PULL POST
2 tr2" DtAM.
O
5.10
LINE OR BRACE POST
2" DIAM.
O
1.85
N�
C
2 /
w FABRIC BAND WITH J
CARRIAGE BOLT AND NUT
0
O
U
O
TIE WARE - SPACED
14 (IN) MAX (TYP.)
TENSION WIRE
HOG RING - SPACED
24" (IN) MAX.
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
END OR CORNER POST
DETAIL OA
BRACE POST
DETAIL O
BRACE BAND WITH
TWO-WAY BRACE BAND WITH
CARRIAGE BOLT AND NUT
CARRIAGE BOLTS AND NUTS
TENSION WARE
- STRETCHER BAR
TENSION VARIES
TENSION WIRE
__ ` TURNBUCKLE
BRACE BAND WITH
V I CARRIAGE BOLT AND NUT
FABRIC BAND WITH
CARRIAGE BOLT AND
NUT (TYP.)
NOTES
PULL POST - SPACED
HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (In)
1ODO' (FT) MAX.
SPACED Q 24" (IN) MAX. minimum diameter.
-^�9
1 TENSION
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
TENSION WIRE of any particular fence type.
4. Fencing shall be used for security and
boundary delineation only.
STRETCHER BAR (TYP.)
TIE WARES (TYP.) -
.......
SPACED Q U" (IN) MAX.
CHAIN LINK 1!;'
FENCE FABRIC POS
TENSION
(� W� T
CONCRETE PFABRIC BAND WITH
OST
BASE (TYP.) CARRIAGE BOLT AND _
NUT - SPACED 15" (IN)
MAX.
PULL POST - SPACED HOG RINGS (TYP.) -
)Q 500' (FT) MAX. SPACED C 24" (IN) MAX.
1 / TENSION WARE BRACE POST
STRETCHER
ABRIC
METHOD OF FASTENING
STRETCHER BAR TO POST
TENSION WIRE
TIE WIRES (TYP.) -
STRIET ER SPACED 2 14" (IN) MAX.
BAR (TYPJ
%JV//,t<!///!v
CHAIN LINK r.
�10 �Q OQ WASyZ
^ y41 9�
FENCE FABRIC
i4•
L - C
ABGISTS
10 AL
7 Barry. Ed
Jul 14 2015 11:14 AM
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
( arMntcr. JDIT
Jul 14 2015 11:24 AM
STATE DUE.GIxEER
_
7_ Waahin0lon Store D.pvitm.nl o(TroMPOMONon
TURNBUCKLE
O 0 IaJ STRETCHER BAR (TYP.)
PULL POST (AT END OR CORNER)
DETAIL O
TWO-WAY BRACE BAND WITH
CARRIAGE BOLTS AND NUTS
TURNBUCKLE
TENSION WIRES TENSION WIRES
FABRIC BAND WITH
CARRIAGE BOLT AND
NUT (TYP.)
SURVEYED:
BCE
DESIGNED:
BJT
BK
1/20/1
BJT
DRARAG
BK
1 1/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
PULL POST (WITHIN RUN)
DETAIL O
SCALE:
STRETCHER BAR (TYP)
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TENSION WIRE
V D1 WASy/
10
0.e6' 'FBDI STET`%o
fs1ONAL SSG
arty, Ed
Jul 14201511:14 AM
U1f1a,
CHAIN LINK FENCE
TYPES 3 AND 4
STANDARD PLAN L-20.10-03
SHEET 2 OF 2 SHELTS
APPROVED FOR PUBUCAT10N
C rwmer. Jeff
Jul 14 2015 1 L25 AM
- arATE DESIGN ENGI148:n
TrWo.hlnkPcn SMN D.Ponm.nr of TrenWorlaKen
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DAT U M
/1-Ex)SnNG ASF'HP
PAVEMENT
SAWCUT
(SEE NOTE 2)
6R7ER3AL 5T[ T IINIh1Uk
7" HMA (or ACP Class B)
(SEE NOTE 1). OVER
6" CRUSHED ROCK
RESOENT1AL STREET MINIMLm
4" HMA (or ACP CIOSS B)
(SEE NOTE 1), OVER
5" CRUSHED ROCK
CI TY OF
RENTON
Plonning/Building/Public Works Dept.
7 f5' ✓UIM ....... �..��
NOTE&
1. MUST MATCH EXISTING THkCKNESS 1F GREATER.
2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN is TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS.
STD. PLAN - 103
PUBLIC WORKS CURB AND GLITTER PFRO : D.
DEPARTMENT REPLACEMENT DETAIL
J.AT=
TAL
W�
A, c
z Z
41423el
s/DNA L� 0�����
11-/z0/201-
2
c, U
Z 5;
Z
O
N
UJ
Q (/')
J
J
a <
LLJ
X
Z
Z
LLJ
N
<
LLJ
J
Z
Q
I�
O
N
N
N
00
U L
Z
00
N
Cfl
I--
00
>
Fr z
Z
CN
Q
I
I
LLJ
LLJ LLJ
LL7
Liz
Z_
0 Z
~
N
.-..-.
Ln
N
Ln
Z -
LLJ }
W
N
00
Z
LLJ
N
N
J
CITY OF RENTON
W
DEPARTMENT OF PUBLIC WORKS
Q Z
= LIJ
C?
LO
APPROVED BY DATE
APPROVED BY DATE
�R
V� A`'
O
APPROVED BY DATE
b►� N5J
0 CD
r
APPROVED BY DATE
O
z
ROAD AND DRAINAGE NOTES AND DETAILS
DATE
1 E1 /20/2018
m
ASBUILT - ALLURA AT TIFFANY PARK
O
FIELDBOOK
MAINVUE WA, LLC
PAGE:
DRAWING N0:
1110112TH AVE NE, SUITE 202
Ui
BELLEVUE, WA 98004
U
oi
SHEET 46 OF Aw
T - 3 9 2 3 0 9
IR