HomeMy WebLinkAboutR-413608m
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IE 400.23 CTR CHANNEL,
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EXISTING PSE POWER POE (POI
NEE DRY UIRITY coxsmucna
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NOTE THIS SIREEr
SHEET
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LOT I
C7
801110130
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DATUM Eld
390.00
SCALEr
HORZ: 1" = 2(
VERT: 1' = 5'
— IE 40734 CTR CHArvNEL.
6" PVC NW. & 8" PVC E.
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-� GONG DRIVE W w-_ _ E%. BwWATEp W
_ W-
- ROLLED CpR6 NE 1+7TH ST.�
40 0+80 1+1 1 .
1+60 EX_8" SANITARY Y SEWER 2r 2 40
_ 8
EX-EP
4 y 10 5 11_
f7 95 96 . 12 . P
1 V
N09"W
30.00,.00'
FINISHED GRADE -
CONTOUR (TYP)
----EISTNG GRADE 1 0
CONTOUR (TOP)
LOT 1
BREAK LINE • SEE SHEET C7 FOR CONTINUATION
PLAN VIEW
NE 7TH STREET (PUBLICI
PROFILE VIEW
430
-
-
SCALE-
H
RIZONTAL 1"=M
VERTICAL 11=5'
PM STA:0+80.
0, 16.00' (R)
PM FLOVAJNE=j
10.45
ENO CEMENT
CONCRETE
CURB
TRANSITION CUR3
AUGNMENT
GUTTEF,
AND SIDEWALK.
D ASPHALT P
ENT TAPER.
_
FROM EXISTING
RB TO
STA:1
2A7, 16.00' (R
A:1+54.94f, 1
.77f' (R)
CU
AUGNMENT.
FLOMPROPOSED
E=413.48
DI Di PAVEM
T=414.45f
PVT STA:0+40.
16.00' (R)
BEGIN
BEGIN
SPHALT PAWBI
1
OVIDE SMOOTH'
TRANSITION TO
PM FLOMDNE=
7.96
TAPER.
MISTING EDGE OF
PAVEMENT.
4201
EGINI CEMENT CONCR
CURB,
EXISTING GENE
AT OUGHT
UTTER, AND SIDEW
OF WAY CENTS
LINE (TYP)
TA:0+35.71, 15.9Y (R)
- _ _ -
----
LOWLINE=407.69
--
ONNECT TO EXISTING
CURB
_
-
NO GUTTER.
ROAPE SMOOTH TRA
SITION.
_
5.
FINISH
AIDE AT EDGE
ASPHALT
PAVEMENT TAPE
T
410
FINISH
ADE AT CURB
FLOWUN
(TYP)
400,
EXISTING GRA
AT RIGHT
FINISH GRA
IE AT CURB
FINISH GR
AT EDGE OF
OF WAY CEN
NE (TYR)
I
FLOWUNE (
F
)
ASPHALT P
VEMENT TAPER
'V
1
m
7
0+00
0+40
0+80
1+20
C/l�K ENG/NEER/DIG B SURYEY/NO CALL 48 HOURJBEFORE YOU DrN
3371a y€� DIAL 811
'�y.,, BCIxTftPPP C'
429 - 29M 5T. NE. WILED PH: (253) 848-4282 "20ryAL 6 'S
PUYALLUP. WA W72 ce.®ceeu. c.ccm 4/26/2021
1+60 2+00 2+40
IN CASE
I IN CONC,
30'
EASEMENT
PLAN VIEW CALLOUTS
O REMOVE ENSTNG TEMPORARY ASPHALT
PAVEMENT RAMP AS NECESSARY TO
CONSTRUCT PROPOSED FRONTAGE
IMPROVEMENTS
O CONNECT PROPOSED 5' SIDEWALK TO
EAST END OF EXISTING SIDEWALK AND
PIERCE PL NE DRIVEWAY APPROACH.
PROVIDE SMOOTH TRANSITION AND
SHALL BE ADA COMPLIANT.
O BEGIN CEMENT WNCRETE CURB, GUTTER,
AND SIDEWALK.
STA:0+35.71f, 15.9Yf (R)
FLOWUNE=407.69
CONNECT TO EXISTING CURB AND GUTTER.
PROVIDE SMOOTH TRANSITION.
O TRANSITION CURB AUGNMENT FROM
EXISTING CURB TO PROPOSED CURB
AUGNMENT.
PM STA:0+40.00, 16.00' (R)
PM ELOWIINE=407.96
OS PM STA:D+80.D0, 16,00' (R)
PM FLOWIINE=410.45
OB 20, WIDE CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE RIB
CENTERLINE STA:1+14.06, 16.00' (R)
INSTALL PER CITY SM. PLAN 104.3
O END CEMENT CONCRETE CUR& GUTTER,
AND SIDEWALK.
STA:1+3207, 16.00' (R)
FLOWUNE=413.48
BEGIN ASPHALT PAVEMENT TAPER.
O END ASPHALT PAVEMENT TAPER.
STA:1+54.94f, 11.77f' (R)
EDGE OF PAVENENT=414.45f
PROVIDE SMOOTH TRANSITION TO
EXISTING EDGE OF PAVEMENT.
O CEMENT CONCRETE TRAFFIC CURB
AND GUTTER
INSTALL PER CITY STD. PLAN 101
10 8' WIDE PLANTER STRIP
11 5' NOE CEMENT CONCRETE SIDEWALK
INSTALL PER CITY STD. PLAN 102
12 EDGE OF ASPHALT PAVEMENT TAPER
13 PROVIDE CLEAN SAWCUT LINE AND REMOVE
EXISTING ASPHALT PAVEMENT AS
NECESSARY TO CONSTRUCT PROPOSED
IMPROVEMENTS
14 GRIND AND OVERLAY EXISTING HALF
STREET WITH 2' HMA PAVEMENT
15 PRESERVE AND PROTECT EXISTING GAS
VALVE ADJUST LID TO DRIVEWAY
ENTRANCE FINISH GRADE
18 PRESERVE AND PROTECT EXSTNG PSE
POWER POLE (PO2). SEE DRY UTILITY
CONSTRUCTION NOTE THIS SHEET.
17 5' WIDE TEMPORARY ASPHALT PAVEMENT
ADA RAMP FROM END OF SIDEWALK TO
EDGE OF PROPOSED PAVEMENT. RAMP
SLOPE SHALL BE ADA COMPLIANT.
DRY UTILITY CONSTRUCTION NOTE
WRING DRY UTIUTY DESIGN AND INSTALLATION COORDINATOR WTH PUGET SOUND ENERGY (PSE) AND THE ATTACHED
COMMUNICATION PROVIDERS THE OWNER/CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF A FUTURE CONDUIT
PACKAGE TO BE INSTALLED BETWEEN EXISTING PSE POWER POLES P01 AND P02. THE FUTURE CONDUIT PACKAGE SHALL
INCLUDE ALL NECESSARY POWER AND COMMUNICATIDN CONDUITS AND APPROPRIATE DIAMETERS TO ALLOW THE EXISTING
OVERHEAD POWER DISTRIBUTION SYSTEM AND COMMUNICATION FACIUTIES TO BE CONVERTED TO UNDERGROUND IN THE
FUTURE THE CONTRACTOR WILL BE RESPONSIBLE FOR TRENCHING BETWEEN EXISTING PSE POLES PDI AND P02 TO ALLOW
PSE AND THE COMMUNICATION PROVIDERS TO INSTALL THE FUTURE CONDUIT PACKAGE. THE PROPOSED TRENCH
EXCAVATION SHALL BE LOCATED WTHIN THE EXISTING AND PROPOSED LANDSCAPE PLANTER STRIP. ONCE THE CONDUIT
PACKAGE HAS BEEN INSTALLED THE CONTRACTOR IS RESPONSIBLE FOR BACKRWNG AND RESTORATION OF, BUT NOT
LIMITED TO, THE EXISTING CEMENT CONCRETE DRIVEWAY APPROACH, EXISTING LANDSCAPING (STREET TREES, SHRUBS,
DECDRATVE ROCKS ETC.), AND POTENTIALLY THE EXISTING CLUSTER MAILBOX UNIT TO EXISTING OR BETTER CONDITION.
SIDEWALK PER CITY PLANTER
STD. PLAN 102
EXTEND BASE COURSE 1' (MIN
BEYOND BACK OF CURB
CEMENT CONCRETE TRAFFIC CURB AND
GUTTER PER CITY STD. PLAN 101
STORM DRAINAGE SYSTEM
AS REQUIRED
�1 NE 7TH STREET ROADWAY SECTION
PUBLIC STREET N.T.S
xP SCALE 1'=20' wAl
ONO
OF RENTON REDUNE COMMENTS ENO 10 30 20 °—" ENO
OF RENTON REDUNE COMMENTS ENO 8 18 20 °�iWe u�� DATUM
REVISION BY DATE APPR """C°O10L
FHB
OCITY OF
RENTON
Planning/Building/Public Works Dept.
mm
`—ASPHALT PAVEMENT GRIND
AND 2" HMA OVERLAY
HMA CLASS 1/2' PG 58-22
C COMPACTED DEPTH MINIMUM
- CRUSHED SURFACING TOP COURSE
2" COMPACTED DEPTH MINIMUM
GRAVEL BASE COURSE
47 COMPACTED DEPTH MINIMUM
R-413608
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 05/25/2021 al
7TH STREET SHORT PLAT
CES NW JOB NO. 17234
NE 7TH STREET PLAN & PROFILE
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