HomeMy WebLinkAboutR-417006I
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W 9'-91�1 =
5'-0" GRAVEL SHOULDER C 7' + RESERVED FOR 4'-0" RETAINING 21.40
(TYP AROUND SUBSTATION). LANDSACPE SCREENING WALL EASEMENT
22.10 SEE SHEET 2, DETAIL 1 2 21.40 W W 21.20
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6'-0" 1 22.23 q -1 I111 22.00 1 22.17 \
LANDSCAPE II �c° 1 `J "I I-T "I `II' EXST \
SCREENING 11 S_ /� L I - - EXISTING
gyp. i B / - - .. COMM
VACANT
22.5711 ice/ 2 /b'D/ J -1 1'-1 I_J 1'-1 III---1�7 1 BUILDING BLDG /
EXCLUSE II: i ♦ ♦ 22.62
EASEMENT 1y�� amea W: +� a ea a ea a / _'jl1 :
FOR '1 M 1:: 1I .I
GRANTEE 11 II -- ♦♦ i / ---..1 w ryryI-1-:I L---- \21.93 /
PURPOSE IR� 23.00 ♦ / 1 TT 1 \
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22. 68 II /� I_I II �I 1
.II. /R.2 ( II II II II II I_-1 II 1..1 1
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1 II 23.00 I'_I 15,151.07 SF -1 / I j
n 22. 68 L__:I L__I L _:I II L__I L__:I L__:I
II I 23- 22. 07 11
0 EXISTING I 1 \ CATCH BASIN (TYP). 11
7 BUILDING II 23. 00 1 1 \ II SEE SHEET 2, DETAIL 2 I FQ
TO REMAIN
FOR INTERIM I _a
0 0 22.68 II 23. OO I- I IJ 'I =-I I IL
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11 w IL =II IL .:II IL_ II IL IL__II IL_ :II IL__II I /
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J I II I II •• II II .. II II .. II II .. II III II II .. II II .. II II .. II I /
--- --- --- III --- --- --- II /
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___I _ ___I p:_ -::1 III___I _I f 0 aLL I k/ \ 11 I I___ L__:I I____I L__:I I_ _I L_ :I I___ -[--I L__I I____I L_ :I I____I L__I I____
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om / I 11 23. 00 II II II II II I'-''1 II I-:I-:1 II _ Ih 23.69 _
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NEW 35' X 2' I I 1 / 22.49
RETAINING 1
WALL USING Q / 1
EXISTING 1 1 I ZR=25'
25' j�----� J 1.1 I
ECO BLOCKS 111 1/ 1 m�- �\ // 1I' I
22.00 I 1/ �c y �1 RbS--{ I 1 0m__ __-_-__22.94
EXISTING I81\pBUILDING I1_ _ - _ - - _ zTO REMAIN /. STATION RELOCATED STATION r -�F[�
FOR INTERIM1P 2 PLACES). SERVICE TRANSFORMER I I` �'y �0r+iI381 (REFERENCE ONLY) _ _ _I ` 0- i,w~-Q
23.86 m1 23.67 23.51 23.34 ' , �00,4If
23.72
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23.91 23.92 ' - - --
mob' _`1�_�I�_ �k_-♦Ic-AIL -�I! -vJG- �- Ji -J!- J! - J/ 1J/� J/i� J/ 23.28
i 24.21 IW W
- W C'
-------------
W E I 24.15 23.90 23.86 \ // 15•_p•• 23. 68 23.10
o L - - 24.16 LANDSCAPE / 23.20
0 SCREENING
0
N 0 \
\ / 15'-0" FIRE
MAIN EASEMENT
ZAP #840T260401
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 0" / \ 29 EQUAL SECTIONS
20•_0.. 20, _0" \ ¢ 9'-91�2 = 284, _0„ 10'-0" 20 01�
4' -0"-
5' -0"-
20 0 20 40 so
GRAPHIC SCALE
(IN FEET)
LEGEND
F -_-_-
PROPERTY LINE
EASEMENT LINE
- VV - - -21- - - EXISTING MINOR CONTOURS
42rfoo- n -25- - EXISTING MAJOR CONTOURS
- -21- - - PROPOSED CONTOURS
SUBSTATION FENCE
EXISTING STORM DRAINAGE PIPE (REF ONLY)
II • - - _ _ _ = PROPOSED STORM DRAINAGE PIPE (REF ONLY)
'l\ w WATER LINE (REF ONLY)
w
F o GAS LINE (REF ONLY)
NEW 7' HIGH CHAIN
TLINK STATION FENCE ss SANITARY SEWER (REF ONLY)
(TYP). SEE D-18381
�\ E POWER LINE (REF ONLY)
T TELEPHONE LINE (REF ONLY)
22.85
ro FIBER OPTIC LINE (REF ONLY)
I 22.47
\ [� EXISTING RETAINING WALL
22.04 O PROPOSED RETAINING WALL
22.55 n CATCH BASIN (REF ONLY)
LI 22 37 e• GATE VALVE (REF ONLY)
I'
4'-0" RETAINING 23. 03 SPOT ELEVATION
�j
J'7 WALL EASEMENT EXISTING FOUNDATION (REF ONLY)
l 22.65 GRAVEL DRIVEWAY
22.53 EAST -WEST BASELINE LANDSCAPE BUFFER
71'.22.50 S 46'43'23" w \
�_ I SANITARY SEWER MANHOLE (REF ONLY)
GRADING NOTE:
y.`
\
1. FOR AREAS OF THE SITE THAT DO NOT REQUIRE CUT IN
EXCESS OF THE REQUIRED 9" OF BASE MATERIAL (AS PER
\
DETAIL 1 ON SHEET 2):
REMOVE EXISTING ASPHALT, GRADE TO BASE COURSE FINAL
GRADE AND ADD YARD ROCK PER PSE STANDARD DETAIL.
FOR AREAS REQUIRING FILL OR CUT IN EXCESS OF 9":
23.02
REMOVE EXISTING ASPHALT, GRADE TO SUB -BASE FINAL
23.00/
GRADE AND ADD 9" BASE COURSE AND YARD ROCK (AS
/
PER DETAIL 1 ON SHEET 2).
2. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF
\
MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 FOR
COHESIVE FVE
OASTMSD4254RTCOHEDSIONLESSI
ACCCORDANCEOWITH FOR SOILS.
/ 3 /
3. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED
D /
PRIOR TO BACKFILLING.
/
2
4. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN
8" THICK, LOOSE MEASUREMENT. SPREAD AND COMPACT
/
EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY.
/ ! 4
I' L1-01
ANDSCAPE
SCREENING
} UTILITY EASMENT
iC #20010629002927
-15'-0" FIRE
MAIN EASMENT
#8407260401
THIS DRAWING SUPERSEDES D-5423_01
WO NUMBER: 141005363
REVISION DESCRIPTION:
REVISED PER CITY PERMIT REVIEW COMMENTS
ENGINEER
APPROVED
3
REFERENCE DRAWINGS
D-20891 SITE PLAN
D-20892 TEMPORARY EROSION/SEDIMENT CONTROL PLAN
D-20895 DRAINAGE PLAN
D-20896 FOUNDATION PLAN
D-20897 STRUCTURAL PLAN
D-18381 CHAIN LINK FENCING SECTIONS AND DETAILS
R-417006 a
DEVELOPMENT ENGINEERING Know what's below.
jchavez 07/26/2021 01 CBII before you dig.
CITY OF RENTON R-417006
GRADING AND
FENCING PLAN
SHUFFLETON SUBSTATION
PUGEDRAWING NO
SOUND
SUBSTATION
• SOUND ENGINEERING D -2 08 9 4
ENERGY DEPARTMENT SHEET:1 OF 2
OGLE: 1":20f0" CLASS: SITE FILE
'.ADD NO: D-20994_01.d9" CODE'
SHU
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