HomeMy WebLinkAboutR-425518r�
Z
ti
O
Z
O
M
v
FACE OF CURB
_ B 1 )2"-'
5 112' 1-
1 P2" R. 1' R. 1d
t I TOP OF
1P1"R. ROADWAY
1
1 1' G• �T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
IA2 124
-40P OF
112" R. ROADWAY
j
io
1
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
PREMOL DEC
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
s" _ CEMENT CONCRETE
Ix R. 1-R SIDEWALKRAMP
vAFiiES OR LANDING
FROM I
G'TO0
4
E 319" PREMOLDPD
JOINT FILLER
GEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CUR13
SEE DEPRESSEo CURB DETAIL THIS SHEET
1L24
TOP OF
T 1 1• 11T R. ROADWAY
2"
j
� Y
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1041
FACE OF CURB
5 ire
5 ir- 1-
t�2 f2. 1-R
FACE: OF ADJACENT CURB I TOP OF
• `� ROAUwA Y
GUTTER SU RFACE I
r
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 rot curb oxpanslon and contraction 1pr1t *n13ng.
L Elpansion Wra shalt he FLIJI depth, 3f8' (ln,I premaided Joint Clio.
3- For OWna6md Monolilhia Driveway CurD $ Gutter Section, 5Ue Standard Pl,1n 1EA.2
STD. PLAN - 101
• PUBLIC WORKS
DEPARTMENT CEMENT CONCRETE CURBS
J E a • r- .
•l la' f r
L��z+ �J.I.•'1 s
r g,�rulux
a-r-I
rr.
LI i 1
f r
�r rr ri '�� r.aY■�rtr
� " r A.YIL*W
Yi3iaest� EIF.+•L�Z •I •`bvy,"t•• rr Lu y
P s4+r �>E,r- MEAT
wwM■A/■P§Mf9A 5"- C,�1I
I� arm aa� ��uc`rea � te-r r
ti
aJ r 1��r,r two r-fm F, 'a T! •SiL'rT
df •ti 'Fir Lm--m" Pip I
ALL �PIEl�,�
PIP Evoil
�eEEr�aE
(m-E III
II
ih,.■
TVPII Fig 111064TRIC
- : may. a',y. W r
lei 411111111 1
CLEMENT C ONCRFTC DRIVEWAY
PUBLIC WDffs EFITRAF C; E L TY P E R 11111
FOR NOTE 81fI3L FILM 104 2
3/8- PREMOLDED .JOINT FILLER (TYP)
FACEOF '_ S
CFJ4iERLINEOF
FRAME 6 OR/1TE
CURB
6 1 V
13-
1/? R.
1" R.
MATCH
ROADWAY
SLOPE
D
!L In
{
c . • D
11. R.
iREECESS
N
O". •s
•p �
D
5
D D
D
SEE NOTE 2 /B'R X 5/87D DUMMY JOINT SEE NOTE 2
- 0- 2' - 0` 10
l
I
I
CEMENT AND Gcor UTTM
PLAN VIEW
FRAME AND eRATE -NOT INCLUDED
IN CURB AND GUTTER BID ITEM
TOP OF
- .ROADWAY
ADJUSTMENT SECTION-NOTINCLUDED
IN CURB AND GUTTER BID REM
CATCH SUN - NOT DIOLUOED
D . IN CURB AND GUTTER BID ITEM
• D 'D
SECTION O
GENERAL NOTES: }� `
1. The Intent of this design Is to Witate the removal ~ :�
of a catch basin with minima{ disturbance r
of the Curb.
2. The expansion joints of the
adjacent etdewalk shall
be -adjusted to be In ;If -
line with these curb t
expansion joints.
PUBLIC WORKS
DEPARTMENT
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
W-4" ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60
3" OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
SETTLED DEPTH OF 8")
ISOVF_ VIEW
a
141/
CEMENT CONCRETE CURB• PLAN - 101:1
INSTALLATION AT PRO D:
CATCH BASINS Raw
DAIff
PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
D J�Jjj��ryj��W�& GRASS: SEED OR SOD
OPTION 1 - NO DISTURBANCE
PLANTING BEDS
0"
8"
TURF (LAWN) AREAS
UNDISTURBED NATIVE SOIL
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 8")
SUBSOIL SCARIFIED 4" BELOW / � /�\�\ �j\� SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER �� ��� \� �� /���1 COMPOSTAMENDEDSURFACE)
FACE)
�� � ��\/ / ��j� (12" BELOW SOIL SURFACE)
(12" BELOW SOIL SURFACE)
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
3"-4" ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
6" IMPORTED
TOPSOIL MIX
(COMPACTED
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
GRASS: SEED OR SOD
NOTES:
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
6" IMPORTED
TOPSOIL MIX (COMPACTED GENERAL NOTES:
DEPTH)
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60.
SCARIFIED 6"
BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX TO BE TO 85 % OF STANDARD PROCTOR.
12" 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
I I
OPTION 5 - IMPORTED TOPSOIL
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
AO=STD. PLAN - 264.00
• PUBLIC WORKS URIAPPRED: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1
P„nn� wo,x: Adm�o,:naro, DATE
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
0"
6"
6. RAISED EDGE DETAIL 1 "p 6 SIDEWALK
LEVEL .J in' EXTEND SIDEWALK TRANSVERSE 1' • 0• i' - 0• 3/8• (IN) PREMOLDED JOINT FILLER
V2• (IN) R I JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPLICABLE
ROU DING 2.0% 1 Irr (IN) R (TYP.)
;1 FOR CURB DETAILSeD •► •`• I 1.5% //DETAILS
STD PLAN 101
rr 1• (IN) R. f • Q��. �, ?•'r ""
.'�, =SEC pa - • ��.. .=,ROADWAY
/ERUSHGD ROCK BAS Yf' ♦ v'.Snr�t.
SEE RAISED EDGE -----
1'-0' SIDEWALK DETAIL -THIS SHEET TYPICAL UNDER • CRUSHED SURFACING TOP COURSE(CSTC)
CUT MIN. SIDEWALK OMPACT TO 99% MODIFIED PROCTOR
-L��
SLOPES WITH RAISED EDGE (UNLESS REQUIREMENT WANED BY
iPl' IN (TYP.) ENGINEER) TYPICAL UNDER ALL CURB,
( ) R. GUTTER 6SIDEWALK. CSTC UNDER
2.0% 1 „ FOR CURB DETAILS CURB 6 GUTTER TO BE 6' THICKNESS OR
1.5% •� SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
BASE. WHICHEVER IS GREATER (TYP. FOR
Y.s,
pH R-•T'srf . ' -•�•'-�!'! ALL CURB d GUTTER)
' •� 1 FINISHED GRADE 1• (IN) BELOW
TOP OF CONCRETE SURFACE
2'-0" SIDEWALK
ADJACENT TO CURB 1' Or V Or I MIN
Lt�,_
' (IN) R. (TYP.)
9;1�NG FOR CURB DETAILS
�?� _2.0% 1.5% SEE STD PLAN 101
BRIDGE OR PEDESTRIAN "` S� •,"`�``7r ' ~j•:
RAILING
FOR CURET DETAILS ADJACENT TO CURB
BARRIER - SEE SIDEWALK SEE STD PLAN 101 (STEEP FILL SLOPES)
CONTRACT PLANS ALL OR BARRIER
/ I 1/2' (IN) R. (TYP.)
/ I SIDEWALK
FLUSH /HV
1.5X
'�•'v' •'•-'-te. ••r,�� 112' NM) R.
VERTICAL WALL - .
SEE DETAIL 318' (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL " 8 (IN)
PREMOLDED
JOINT FILLER
FOR SIDE BUFFER STRIP
TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL DEWALK SI(SEE NOTE 10)
ECTIONS S1/2' (IN) R.
1 (TYP) FOR CURB DETAILS
1.5% 1_5% MIN, SEE STD PLAN 101
BROOMED OR MATCH fINIEXISTINO
r "
O 4• WIDE. SMOOTH
rJ` FINISHED GRADE 10 TROWELED PERIMETER
' (IN) BELOW TOP OF CONCRETE o, �
SURFACE FOR PLANTING - FLUSH IF PAVED
tor, 0• (FRB ANDONCRETE GUUTTERS ORWN)
ADJACENT TO BUFFER STRIP FOR CURB DETAILS
SEE STD PLAN 101
sl)
o" do?
z 1/8' TO 1/4'
NOTES
1. Four feet of the sidewalk width shall
be the minimum pedestrian INNS EW�ONLY ',����a�0
accessible route IPAAI free of vertical ► • R
and horizontal obstructions. Gratings,
Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH
Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PUN 101.1)
appurtenances within the sidewalk `c�oF� 3W C CONTRACTION JOINT
must be flush with surface, and match
grade of the sidewalk. JOINT AND FINISH
DETAIL .)1.,
2. Monolithic Cement Concrete Curb and . �� r0'•
Sidewalk Is not permitted In new For other referenced NOTES see
construction. When replacement work STD PLAN 104.2. I '
necessitates a Monolithic Cement PREMOLDE
Concrete Curb build per WSDOT JOINT FILLER
Standard Plan F-30.10-03. Paved surfaces must comply with
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
• PUBLIC WORKS CEMENT CONCRETE STD. PLAN - 102
DEPARTMENT SIDEWALK „e6,6r 10417
16"WHITE THERMOPLASTIC
D*M.
THERMOPLASTIC/PAINTED ST
4PUBLIC WORKS PARALLEL CROSSWALK APPF
DEPARTMENT
128
DA1TE
/ t� .
9 n' WIN .., ..,..
�EXISIING ASNHP
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIM
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF 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.
ti O
PUBLIC WORKS
-` DEPARTMENT
SURVEYED: SCALE:
BY OTHERS VERTICAL: NAVD 1988
AS NOTED HORIZONTAL- NAD 1983/1991 CITY 0 F
DRAWN:
DESIGNED: U
HOLD HEA l/RIN RENTON
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
HOLLI HEA WIN IF IS ACCORDINGLY
NO. REVISION BY DATE APPR APPROVED:
HOLLI HEA l/RIN
CURB AND GUTTER
REPLACEMENT DETAIL
STD. PLAN - 103
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425518
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
ROAD STANDARD DETAILS
CONSTRUCTION RECORD DRA WINGS
0
O
N
N
DATE:
O
0/1111202J
FIELOeo
PAGE
DRAWING NO:
C3.42
SHEET: OF:
�_]
18 93