HomeMy WebLinkAboutR-404105o
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CB-8, TYPE 1 PVT.
E- v�
.STA 20+05, 31.5' LT .
.
®
W/VANED GR. COR SD 200.00 & 204.20
a. d
4i
TOP=401.4 FA
v~,
IE=39& 00
. Lv
CB-7, TYPE 1
12
STA 20+06.00, 14.581T
LCPE
5229,
W/VANED GR. COR SD 200.00 & 204.20
.TOP= 400.50 .
.
IE=397.50
O
SSMH,4870
STA 20+'00.00, 5.35 RT
RIM=401.21
IE=386.21
(CEN.CHN)
380
ry
y 370
360
355
PROPOSED 8"-1
WATER
FINISH GRADE W. FACE DETENTION/IArnl/ ll 7-
EXISTING GRADE AT 106TH AVE CENTERLINE .
EX. GRADE W. FACE DET./WETVAUL
.,�
8" PAC SS ®SL_00543
SSMH, 48.0
21+4&53, 5.35 RT DETENTION / WETVAULT
RIM=39318 SEE 5HEET 7
IE=378.18
. (CEN. CHN) .
L' 269' _ 8„ P '
V C SS IT SL=O 0401 WSEL: 376.75
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
CENTERLINE. PROFILE - 106th AVENUE SOUTHEAST SED. EL:373.00, o _
SCALE: 1 "=20' HORIZONTAL, 1 "=5' VERTICAL
21 +00
N
II II
��
I
30�
VC
400
� �.Q
K=
.s7
PV1=1
+30.56 Q)
o0 0
PVI EL
393.30
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rn
W
2 �
m
OAR
100' VC
EXCEEDS 155' STOPPING SIGHT
K=16.67
DISTANCE REQUIRED FOR 25 MPH
PVI=11 +45.00
DESIGN SPEED (PER WSDOT DESIGN
PVI EL=399.03
HP=11 +78.33
MANUAL EXHIBIT 1260-1)
HP EL=398.61
C)
0
LO
EXISTING GRADE
"� • PROPOSED GRADE
j
C
m
In
-
2
® 4.10%
LCPE
131
O
4'-12
390
12" LCPE
3
STORM 1 a^
BYPASS N
CB-5
CB-6 TYF
STA. 10+17.13, 23.52' LT
Ly1
STA 10+31.02, 583' OFF RAD.PT.(CL GR.)
W/THRU-CURB NL T COR SD 203.00
W/GRATE J
a�
& 2-WAY VAN R. COR SO 204.30
TOP=394.08 CN^
^
TOP=393.11 O
IE=391.00 2?
N ®
IE=390.01
MH 1360-3, 48"0
W
C , T 1
STA. 10+50.00, 5.0' RT
MH 1360-1, 48"0
CL
S 0+31.02, 25.92' OFF RAD.PT.
RIM=394.67
STA. 9+94.65, 5.0' RT
W/VANED GR. COR SD 200.00 & 204.20
IE=384.57
RIM=39318
o
TOP=393.00
(CEN.CHN)
IE=378.18
�,
DO®
IE=388.96
380
(CEN.CH
S5
G
.
.
.
?`
CB-3, TYPE 1 -
ar
Q 62
STA 22+3616 31'LT
22+ 00
1�
CROSSING TABLE:
CROSSING
TOP
PIPE
BOTTOM PIPE
SEPARATION
(FT)
1
8"W
388.35
12"SD
390.81
2.51
2
8"SS
581.06
12"SD
390.28
9.22
3
8"W
388.35 ,
12"SD
• 389.72•
1.37
4
8"SS
383.03
12"SD
389.25
6.22
5
4"W
394.11
12"SD
395.11
1.00
6
8"SS
387.99
12"SD
394.55
6.56
7
4"W
394.00
12"SD
394.98
0.98
8
8"SS
389.68
12"SD
394.78
5.10
9
8"SS
380.48
EX.8"W
387.68±
7.20
RESTORE EXISTING k ADD ETHAFOAM PAD AT CROSSING
DITCH (TYP) RESTORE EXISTING CONDITION of
CULVERTS AS
_- APPROVAL: FIELD
_ NEEDED(TYP)- �LOCATE DITCH AND 8" PRIVATE LCPE - - �_ STRUCTURE TO ENSURE
BYPASS SD ® 5.78% - - - �L _ - MINIMUM 6" COVER OVERNARDCB
_ � PIPE AT ALL LOCATIONS.PROTECT & RESTORE AS. NEEDED ALL Ell --_ STORM OUTFACES INTO _ _ .DITCH (TYP)
135'-12" LCPE 0 0.61%CB-1A, TYPE 2,-48 149'-12' LCP•E ® 0.61%
. . STA 24+07.-50, 14.58`LT . -
(CL GR., STEPS ON E)\-i .
W/VANED GR. COR SD 201.00 & 204.20 CONDITION OF
TOP=382.50
IE=375.77 (12'N&S) APPROVAL: DI PIPE
REQUIRED FOR MINIMUM
RESTRICTOR COVER.
PLAN & DETAILS SHEET. 7 . .
• 370 •
400
390
8'-12" LCPE ® 0.887* OVERFLOW 387.50
OUTLET 376.75
CB-15, T1P.E 1
CB-2, TYPE 2-48"
W/BEEHIVE GRATE
STA 22+72.23, 30.0' LT (CL LID,STEPS ON W)
TOP=376.1-+
W/SOL.RND.LKG.LID COR SD 201.00 & 204.50
EXISTING SEWER MANHOLE
IE=374.86
16'-12" LCPE 0 0.50% TOP=388.00
RIM EL=38232'
. IE=381.93 (8"S) .
. (S) 12"' PVC I.E.--367.30. .
.
IE=377.60 (4 SE)
NEW 8" P•VC (N)=367.40
IE=376.68 (12'E&W)
CB-1 TYPE 2 -48"
STA 22+72.23, 14.581T (CL GR., STEPS ON E)
W/VANED GR. COR SO 201.00 & 204.20
. . TOP=386.93 .
. 360 .
IE=383.61 (12 N)
IE=377.60 (4 SE)
IE=376.60 (12"W&S)
119' VC
23+ 00
EXCEEDS 155' HEADLIGHT SIGHT
K=29.85
-
.
DISTANCE REQUIRED -FOR -25 MPH
PVI=12+65.00
p
DESIGN SPEED (PER WSDOT DESIGN
PVI EL=397.83
L
N
o
MANUAL EXHIBIT 1260-1)
LP=12+35.16
LP EL=398.28
+
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C)
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Cd
16
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oo
^�
3: 0%
=Q�d
-1.0071
c�I n
-V
1 �
r/ . . . 74'-12" LCPE 0- 0.50% . .`{
CB-1D, TYPE 1
STA 11+61.50, 9.08' LT
W/VANED GR. COR SD 200.00 •& 204.20
TOP=398.33
IE=395.33
N
SS ®SL=0.0240
267' -8" PVC
CB-12 TYPE 1 0
STA 12+35.16, 9.17' LT (CL GR.)
W/THRU-CURB INLET COR SD 203.00
& 2-WAY VANED GR. COR SD 204.30
TOP=398.10 -1
1E=395.06 �v
. i
CB-11 TYPE 1 ao
STA 12+35.16, 9.17' RT (CL GR.)
. W/THRU-CURB INLET COR SD 203.00
& 2-WAY VANED GR. COR SD 204.30
TOP=39& 10
5@ sv-° 11 W/VANED GR. COR SD 200.00 & 204.20 -CENTERLINE PROFILE - PLAT ACCESS ROAD IE=394.70
TOP=389.50 SCALE: 1 "=20' HORIZONTAL, 1 "-5' VERTICAL
IE=384.50
375
9+86 10+00 11 +00 12+00
Know what's below.
Call before you dig.
CB-9, TYPE 1
STA 11+61.50,' 9.08 RT
W/VANED GR. COR SD 200.00 & 204.20
TOP=39&33
IE=394.33
5 PER CITY OF RENTON COMMENTS
1700 NW GILMAN BLVD, STE 200 4 PER CITY OFRENTONCOMMENTS
IVIL
ISSAQUAH, WA 98027 3 PER CITY OF RENTON COMMENTS
rN
PER CITY OF RENTON COMMENTS
PHONE: (425) 821-5038 CONSTRUCTION PLAN SET
0.
REVISION
MH 1360-4, 4870
STA. 13+17.34, 5.2' RT
RIM=397.90
1E=390.98
(CEN.CHN)
13400
TLK
1-6-2023
NEM
SURVEYED:
TLK
9-30-22
NEM
DESIGNED:
NEM
KAL
5-18-21
KAL
KAL
6-17-19
KAL
DRAWN. TLK
KAL
9-24-18
KAL
CHECKED:
NEM
BY
DATE
AP P R
APPROVED:
NEM
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
24+ 00
390
380
�375
13+ 75
VERTICAL, NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
BAND'
OR
25+ 00
NOTES
i. 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
SUBSTiTUIED. SEE CONTRACT PLANS.
3. PERFORAILD SQUARE SIEEL POST SHALL MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4. USE ONLY BASE CONNECTION MANUFACTURER SUPPUED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS 9-06 AND 9-28
METAL POLE OR LUMINMRIE
EDGE OF TRAVELED
/ ROADWAY
90 30'�
IF
4" MIN, T
EOCE OF
FOR RETLLCIDRIZED SIGNS: MOUN1
_
FACING 3*(degree) OUTWARD IF SIGN
ANI BOLT WITH
IS WITHIN 30 FEET OF ROADWAY
MNIZEO WASHERS.
SIGN FACE ORIENTATION
2" SQUARE
METAL POST
z
u
T
LOWER AR
SOU
- EA
Z�
SGN POST
TUBE)
HLINE
lamFINI
°OLOWER S- O[1tlNBOLT
S1 SIPPRjjIN�
SH R BOLT WITH
NUT AND WASHERS -
2 REQUIRED (TYP.)
BOLT STOP
m
�"II POST
TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT •- 2.2`
HIEAVY-DUTY'ANCHORP GALV,
AIL
COMMERCIAL
CONCRETE
MOUNTINO ON METAL POST
SIGN MOUNTING ON SINGLE
PUBLIC WORKS METAL POST
DEPARTMENT (ADOPTED)
IRRICITY OF
RENTON
Planning/Building/Public Works Dept.
- N
0
q
W N
REMOVE EXISTNG
CULVERT
. 43'-12' Dl 0.0.61% a
EX. CB
STA 26+01.78, 1281T -
EX. TOP=376.51
EX. IE=374.61'(NE,18"CMP)
EX IE=374.41'(SW,12"CONC)
NEW IE=374.59'(N,121CPE)
VERIFY LOCATION & INVERT
RESTORE EX. PAVING AT CB
26+00
E
B
R7-102
11 /97
PARKIN(
ANY -
Tim
D
r.
C
I- A -I
DESIGNATE LEFT, RIGHT, OR BOTH
DIMENSIONS MILLIMETERS
A I B I C I D I E
300 1450 75C 50B 75B
DIMENSIONS (INCHES)
A B C D E
12 18 3C 2B 3B
TOP LEFT TOP RIGHT & BOTTOM
COLORS: LEGEND - WHITE LEGEND - RED
BACKGROUND - RED BACKGROUND - WHITE
STD. PLAN- IZs R-404105
PPROVED: 2$f�
DATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
J
Michael Sippo 06/22/2023 '' .p
ti
Renton Subdivision
17018 & 17022106th Avenue SE
Renton, WA 98055
STREET PROFILES & DETAILS
DATE:
1-6-2023
FIELDBOOK: O
PAGE: N
DRAWING NO: W
SHEET: 6 OF.19