HomeMy WebLinkAboutR-386404ROW CENTERLINE
NE 7TH STREET
13'
10'
VERTICA SAWCUT —
30'
e
PLANTER STRI21P
----i 0.5'
5'
SIDEWALK
1.5%
* 4:1 OR FLATER
4" HMA -J 2" CRUSHED SURFACING
TOP COURSE (CSTC)
6" CRUSHED ROCK
4" CEMENT CONCRETE SIDEWALK
CEMENT CONCRETE TRAFFIC PER COR STD. PLAN 102
CURB & GUTTER
PER COR STD. PLAN 101 4" SANDY PLANTING SOIL
EX. 8" PVC SEWER
NE 7TH ST. -TYNCAL u9ECTM-
ROW
4" POROUS CL Y" HMA
WITH KEVLAR FIBERS
(PG 70-22 POLYMER MODIFIED)
2" CHOKER COURSE
(SEE NOTES ON SHEET 2 OF 8)
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12" ROCK RESERVOIR COURSE
PERMEABLE BLAST
(SEE NOTES ON SHEET 2 OF 8)
SCALE: NONE
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2' TO 4'
10'
TRACT "A"
VARIES - 22'TO 24'
PVT. ACCESS ROAD
4" POROUS CL Y2" HMA
WITH KEVLAR FIBERS o
`Y'
(PG 70-22 POLYMER MODIFIED)
4" DI WATER 10' MIN.
2" CHOKER COURSE
(SEE NOTES ON SHEET 2 OF 8)
12" ROCK RESERVOIR COURSE
PERMEABLE BLAST
(SEE NOTES ON SHEET 2 OF 8)
10'
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8" PVC SEWER
EXISTING NON -COMPACTED NON -WOVEN GEOTEXTILE ALONG BOTTOM
SCARIFIED SUBGRADE &SIDES PER WSDOT SECTION 9-33.21(1)
TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8)
LONGITUDINAL SLOPE
(5% MAX.) P'. ACCESS RIYMAL -TION
CHECK DAM
(IMPERMEABLE MATERIAL)
NOTE: TO INCREASE INFILTRATION, IMPROVE FLOW ATTENUATION, AND
REDUCE STRUCTURAL PROBLEMS ASSOCIATED WITH SUBGRADE
EROSION ON SLOPES, IMPERMEABLE CHECK DAMS SHALL BE PLACED
ON THE SUBGRADE AND BELOW THE PAVEMENT SURFACE. THE
. . . DISTANCE BETWEEN BERMS WILL VARY DEPENDING ON SLOPE BUT
BLOC
,f SHALL BE APPROXIMATELY EVERY SIX INCHES (0.51) OF ELEVATION
CHANGE.
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WEXISTING NON -COMPACTED
Cn \%.—
SCARIFIED SUBGRADE
NON -WOVEN GEOTEXTILE ALONG BOTTOM
SCALE: NONE
ROOF STORMWATER INFILTRATION DRYWELLS WILL BE DESIGNED AND
PERMITTED DURING THE BUILDING PERMIT PHASE. SITE SOILS ARE
CLASSIFIED AS FINE SAND. FOR EVERY 1,000 SQUARE FEET OF TRIBUTARY
IMPERVIOUS SURFACE, 230 CUBIC FEET OF GRAVEL VOLUME IS REQUIRED.
DEPTH OF DRYWELL CAN BE 5 FEET PER GEOTECHNICAL ENGINEER
RECOMMENDATION.
& SIDES PER WSDOT SECTION 9-33.21(1)
TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) Q CONSTRUCT PERMEABLE PAVEMENT PER TYPICAL SECTION THIS SHEET.
PERV*W PAVEMENT C K DAM DETAL
O CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1.
SCALE: NONE O CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1.
REFERENCE 2012 DOE SMMWW - FIGURE 5.3.6 ® 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD,
(CERCIS CANADENSIS) (2" CALIPER).
........................................................,..........,,...........,..............................,................................................................................ PLAN FOR MORE DETAILS
••• •• �•••• ••••• SEE LANDSCAPE LA
............................
5 INSTALL MAILBOX PER COR STD. PLAN H027 H028 & H029. CONTRACTOR
408 � �, , �+..� cc.. ,�.N...:............................. ,........................... ............................ ............................ ............................ .............,,............. � � 408
GO co TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND
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APPROVAL.
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CONSTRUCT
4"
THI
CEMENT CONCRETE SIDEWALK PER COR STD.wQwQ c�M400 J .........................400
COcp w.w�c/) wY PLAN 102.
�.
":•'ll">' r'�+ 396(DCONSTRUCT 5 WIDE ASPHALT RAMP 12:1 SLOPE ITH TRUNCATED
396 4��aa ? ��.�....:.. Q M( MAX.))
CL w
FINISH GRADE c w II . DOOM.
........................................................... ....... ...................... .....,...................... ............................ ............... ............................ ....................,
392 392
.50°0 > > ... C . a . 8 CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING.
5.00%
—
0
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388 -2.00'/° 6.3 -- -- _�---Z 3� UTILITY TRENCH (POWER & COMMUNICATIONS). CONTRACTOR TO
z 2.15°/ COORDINATE WITH UTILITY PROVIDERS FOR CONDUIT TYPE & SIZE.
384 : ........................ _. �,, ........................ .............. ........... .............-�...�.,...._ . -.. — ....... ............................384
:..
tY ,u EX. GROUND — -- --
® CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101
UJI.........................
380 Z : 380 1 MOVE EXISTING WATER METER TO PLATER STRIP.
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VERTICAL GRAPHIC CAL
376: .. ............................. ............................ ..... .............. ,. . 376 YE C E
C S
r`- 10 5 0 5 10
Ow
...:.........
372 :......................... z.....,. 372
1 inch = 10 ft.
...............................:............................. ............................ ............................ ............................ ......—.................. ............................ ............................ ............................ ............................ ............................ ............
368: • 368 HORIZONTAL GRAPHIC SCALE CALL 811
:...............................,......................,,.............................,,....................................................................
20 10 0 10 20 BEFORE YOU DIG
364 364
EX. GROUND OUND FINISH GRADE 1 inch = 20 ft.
360
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9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60
Mff. ACCESS - PROFLE
DESIGNED:
H. H. PHAN
DRAWN:
H. H. PHAN
CHECKED:
APPROVED:
N0. REVISION BY DATE APPR
SCALE:
1"=20'
ONEINCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
11+80 12+00 12+20
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
360
12+40 12+60
CITY OF
VA
RENTON
Planning/Building/Public Works Dept.
iR
CENTRAL ISLAND SHORT PLAT
3413 NE 7TH STREET
RENTON, WA 98056
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CENTRAL ISLAND SHORT PLAT
3413 NE 7TH STREET
RENTON, WA 98056
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