HomeMy WebLinkAboutR-393032O
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22' —
MIN., VARIES
PER PLAN
2' SAWCUT
VARIES --
__--_--_- 1.0TO4.0%
EXISTING
PAVEMENT
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
LU
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0YZ
00
LU 0
LLB
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LLI m U
LL
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0LU
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8'
12'
LANDSCAPE
CEMENT CONCRETE
PLA TER
SIDEWALK PER CITY OF
7
RENTON STD. PLAN 102
PARK AVENUE STREET
(STA 20+34.65 TO STA 26+11.45)
NOT TO SCALE
1 -0 1 .0 ISEE CONTRACI)
ROU, DING 2 0 ' '1. V2' ON) R. (TYPI
CURB NOT INCLUDED IN BID ITEM -
1
BEE RAISED EDGE •, 38 SIN) PRERIOLDED • �•�++
1'-0- SIOE4VALK DETAIL -THIS SHEET JOINT FILLER
ALL CUT MIN. (SEE CONTRACTI
SLOPES
1/2- (IN) R. (TYP.) VM RAISEES
_ 2 01; ;11 o URB NOT INCLUDED IN BID ITEM -
f� 3 8 ;IN PREMOLDED •• FINISHED GRADE 1- (;N) BELOW
JO:NT FILLER TOP OF CONCRETE SURFACE
p SIDEWALK
ADJACENT TO CURB `TIN (SEE CONTRACT)
1'-0' 1' -0'
ROU DING 1R" (IN) R. (TYP.)
1 1 5% CURB NOT INCLUDED IN 810 ITEM-
318
BRIDGE OR PEDESTRIAN PREMOLDEO + •� WALL OR BARRIER
RAILING JOINT FILLER
ADJACENT TO CURB
BARRIER -SEE SIDEWALK (STEEP FI_L SLOPES
CONTRACT PLANS ;SEE CONTRACT, WALL OR BARRIER
/ I 1 (IN.. R (TYP.—_
FLUSn ' CURB NOT INCLUDED IN BID ITEM - SIDEWALK
VERTICAL WALL- VB• (IN) PREMOLDED ►, *---r:
SEE DETAIL JOINT F14LER (,1}, S ► • 7
ADJACENT TO CURB AND RAILING OR WALL T.- (IN) P11EMOLDE0
JOINT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRACT) (SE NOTE 10)
.1 /2" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL
_7 (TMP) //-- CURB NOT INCLUDED IN 810 ITEM -
Q� 11�5% t.590 _MIN •• / 6
�w7•/r� 1 IN R 12
FINISHED GRADE 1 '�N' BELOW TOP of CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVEb
ADJACENT TO BUFFER STRIP q" uN; R ! �.. ►
�j BROOMED FINI:H •!••• '►• ��•
4- WIDE SMOOTH
QI a. r TROWELEDPER7METER RAISED EDGE DETAIL
1Z EXTEND SIDEWALK TRANSVERSE
• Q" /` ��� \\ `` JOINTS TO INCLUDE RAISED EDGE
b
CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN
NOT INCLUDED IN BID ITEM
For NOTES see STD PLAN 104.2.
Paved surfaces must comply with
STD PLAN 102.1 as applicable
318 1- L� '.
CONTRACTION JOINT
- IN SIDEWALK ONLY
_ EXPANSION JOINT IN BOTHTO •�► �2, 10
CURB AND SIDEWALK ( SEE STD PLAN IOt 1'� II -1 • �p , • •• Q ,
JOINT AND FINISH PREMOLDED
DETAIL JOINT F LLER
E EXPANSION JOINT C CONTRACTION JOINT
�Y o STD. PLAN - 102
* PUBLIC WORKS CEMENT CONCRETE ppRO 'ED.
DEPARTMENT SIDEWALK M.
N'C ATE
Gregg Zimmerman, Public Work, Administrator
CEMENT CONCRETE SIDEWALK
(IN THE PUBLIC RIGHT OF WAY) (COR STD. PLAN 102)
NOT TO SCALE
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NOIY aFTHIS DOENrSHALLNVMIDAIETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TDOESNorDEROGATEFROMRESERVED
OINER9IP
R iHIS DDCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORTHE PRo�ECTIDENiFIDNTHE 11TLEBLODt
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr.
a
J
18,
2' SAWCUT
VARIES —
_--_- 1.0TO4.0%
/jlll�/�%/�//�//�//�%�//jam//���/��
EXISTING
PAVEMENT CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
LU
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LL � F_
LLIF_
m U Q LL U
0 0
LU LU
IY D IY D
8'
8'
LANDSCAPE
CEMENT CONCRETE
PLA ER
SIDEWALK PER CITY I
OF RENTON STD.
PLAN 102
NORTH 3RD STREET
(STA 10+82.48 TO STA 13+66.66)
NOT TO SCALE
FACE OF CURB
�5 2-
112" R. R. % . 124
T 1 TOP OF
1 D j 1/2' R ROADWAY
N
• .D r b
D I
— 1 6
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
E 1 2 — _ FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE'
d - 1.24
TOP OF
{; 112" R. ROAI}WAK1
r • D . D '\
i
[p1�
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
EXISTING
PAVEMENT
CEMENT CONCRETE
SIDEWALK RAMP
OR LANDING
VARIE$
FRbtiA
6 To
318' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
-,—,FACE OF ADJACENT CURB
S 10
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
�. 12" R. ROADWAY
Is
1 •D '' f D > ip
t
1 _6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR'COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
6 112" —
5 2" � 1
" /rw 1" R.
FACE OF ADJRGENTCURB � T
TOP OF
D ROADWAY
GUTTER SURFACE 1
R i
v' I
{a
1. R. 3 __
D 81
D • ;D • CEMENT CONCRETE
'• �_ ' . TRAFFIC CURB
e P'� 41.
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL„DRIVEWAYS AND.ALLEYS
GENERAL NOTES:
1. See standard plans 162 and 101.1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Mo,,olithic DrlvewayCurh 8 OwtterSectlon see Standard Plan 104.2
1�Y o STD. PLAN - 101
PUBLIC WORKS CEMENT CONORET6".0IUA S ApPP. ED
1 DEPARTMENT [!A
GregdZimmerman, Public Works Administrate
CEMENT CONCRETE CURBS (COR STD. PLAN 101)
NOT TO SCALE
J,
oy Trasg ,�,��'�
4
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�1�p0 7EGI,$�V F� �y�� TA C 0 M A • SEATTLE • SPOKANE •TRI-CITIES 1
�SSIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
/23/201 9253.383.2422 TEL 253.383.2572 FAX wm.ahbl.com NEE
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
22'
2' SAWCUT
VARIES -
--- 1.0TO4.0%
C7.11
LU
00 wo
LLB ��
LLI m LL
U Q U
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0o 0o
8' 8'
LANDSCAPE CEMENT CONCRETE
PLAN R SIDEWALK PER CITY
OF RENTON STD.
PLAN 102 I
1.5%
CONCRETE CURB & GUTTER
PER DETAILS 6 AND 7
NORTH 4TH STREET
(STA 30+58.53 TO STA 34+31.51)
NOT TO SCALE
/ EXISTING ASPHALT
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACID Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM
4" HMA (or ACID Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
2.0' MIN.
(SEE NOTE 2)
LU
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LU0 00
� � LLLLI �
Q U m U
3:o o
0LU 0LU
1
3.5'
I
CONCRETE
PER DETAILS 6 AND 7
GARDEN AVENUE NORTH
(STA 40+64.85 TO STA 45+86.87)
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.
1�Y O
PUBLIC WORKS CURB AND GUTTER
�NTo� DEPARTMENT REPLACEMENT DETAIL
CURB AND GUTTER REPLACEMENT
DETAIL (COR STD. PLAN 103)
NOT TO SCALE
WJF
2/22/181
WJF
SURVEYED:
SCALE:
D. FOLLANSBEE
AS SHOWN
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/17
WJF
DROWN:
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
WJF
3/1/1 7
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
NOT TO SCALE
NEW CURB
& GUTTER
STD. PLAN — 103
CONSTRUCTION RECORD DRAWINGS
VERTIANOR ZONTAL� NAD Di 983/11991
+�; CITY OF
v,RENTON
DATUM
Planning/Building/Public Works Dept.
91
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
SURFACING NOTES AND
DETAILS II
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C7.9
SHEET: 39 OF:
43
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R-393032