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II I I N
N I I I TEMPORARY SEDIMENT TRAP
I N I I I N CONTRACTOR TO PROTECT EXISTING BUILDING N LO
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00
7-�I I P LO AND STORM DRAIN SYSTEM. EXCAVATIONS SHALL L i MIN. SURFACE AREA:1800 SF
NOT ENTER ZONE OF INFLUENCE OF BUILDING BERM ELEV: 19.0
CI T I , b wH� FOUNDATION. SF ID WS ELEV: 18.0
Ir\ I loo / �30.01 0 - - I - - BOTTOM ELEV: 14.5 i
�I r- h o /i/ o S89' 24' 12"E _ o
cOO �o`b '1 rt61ri, 548 - - -
0 III I ° �• ° �° . O o o� °> o �o �E �E
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AHBL #103 / II / o ) '4 �\ I SPILLWAY ELEV! 8.0 x
142
REBAR AND CAP III I `L °^� Npo0� o� �ppp OHO/ O O�O °`L° p� R^ °� \ o� — a�> ... N12 7746.8 16 I ���`L c�`L �`L �° �° 00 c�0 O ^ ^cb �g
E:1297746.8216 I `-I II I — — — •� •� J ~ •� •� •� •� •�F 5' CO' CO S' S
ELEV:19.67 IIII I III I I I — / o o • • • •� •� •� X •F •�5 W3
I Illli II I I �--� O N N I RR 75.00' WET AND
III I I o I �O� O� �o�o `b� Opp p�� OHOJNC��
O'FUTURE �GE OF P V 1G (TYP.) Oo hp 00 N I BU�FE ,�
ti titip ��' gyp. gyp. gyp' �o; �o°` SF ,��,`� goo I
�� �� �� �� �� �� �� ��t�5 BERM EV: 19.0 5 �d
I •` `w4
BOTTOM ELEV: 14.5
1 +b0 1 4+00 5+0 I' 6+ 0 6+50
PIP- 1 0 0 0 o p. ,_ � 0 °1 h h �tx
�' �' C' �' S' S 5 5� g� c;0' S� 5� �C'.
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or, *
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CONTROL � I
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PANEL `b O '\ O 'l O O '� N Oo 00 Oh Op o3 o I o h h h
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I I I I � � �� •••��. •��. •��• •��• •��• •��• •��• �G'• •�5• •�5• •�5• •�5• •�5 I Fes' �c�• � •.
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I I I I •
1 s I I I FUTURE BUILDING OUTLINE I • • •
IIII I I I I I `'`° `'o°' Oo o`' o�' Np NN .`� �.p`b op 1 °� I o SF
tip �o �" 21 �,�, p o ti p
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MAINTAIN CONSTRUCTIONIII \ I I J `Lp�\
�OCNTERANE C-
C* op 0 0 54
0
5190.
o STABILIZE ALL DISTURBED AREAS oC:)
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I III I I o� C? o� co 1 00 co WITH ROCK SURFACING AND STRAW 1 co I
I�I- I I III I I I► I1 ►I - - 1 F,4h`a nUTURE BUILDING 0•5' PAD SUBGRADE ELEV: 21.25 •� •�0•� I •�i �p
p1 o�0i
I I ► I I o 1 1 co
B
+ 0 I I I ( 1+OOo• Oh p<b 2+00 3+00 4+00 1 ,� O 5+00 O I O + 6+50
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ELECTRICAL CABINET P j I C14 e�I I O� p0 040 1 1 O O
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I I N �- c�• c�• 5' \ O O Cb O O 410
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•��`1' •��`l•
I/ P I I I I I o 1 0 \ 1 0 1 I EFER TO LANDSCAPE PLANS OR
III / I N I I I �p D`L �� N 1 ,�O ,�'� �p O N —__ I I N I BUFFER RESTORATION
III I ^ 1 z I tip tip o _ — .�' .`� N-.`� 10 1 I p
z N I `L `L `L `L
ELECTRICAL CABINET I • • • • T .•�L _ _ _ �� — _ — \ I 5 5 1 0 0 5
I .. I r I I I 1 \ 1 •� •� 1 •� \\ •� •� FINAL SUBGRADE
_ _ I
hA CONTOUR
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STRIPPED GRADE FS = FINAL SUBGRADE
l SZT21 CONTOUR 34T cod h FINAL SUBGRADE CONTOUR ELEV
��=—r� - �c�• �c�• ��. ��1• �1, '� 0, 0, 00 � eSTRIPPED SURFACE CONTOUR -ELEV-
BOTTOM ELEV: 12.0 20 /\ NOTE: FINAL SUBGRADE SHALL BE UNDERLAIN BY 2.0'
0+00 I..c� .l........ 1..1. I _ _j±0 '�^ 1� 1^ �`` 2+00,�' 1^ .�'� ,�^ 3+00,�� q� 4+00 5 0 6+00 6+50 OF STRUCTURAL FILL IN BUILDING AND PAVED AREAS
O O O o O A' 3 O ^ �` PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.
�5 5 •••••• �51 p p OUTER SILT FENCE •�
C) •5 \ /1 00'
505
• CAN BE REMOVED Civil Engineers
W I / 1 WHEN BUFFER IS
\ � I � \ I I ' '� `� � '� � � r� o+ +� Structural Engineers
���� I I I I ' '� 1� '�� 00 1� 1 O �� D� I STABILIZED
_ I 1 N �`'� r��' "b' b p p• nb• O O Landscape Architects
L ..L . N I� 1 � I R�BL #1 � � � � � N ,�0• �O• �O• O• �• p � °. \ O h � P ■
COMMUNICATION / I� I'. " 1 ( i 5' �' S' S' ti ti ti 1 �1° Op 0, ' Community Planners
\ II �\ co REBAR !� !� �5' �5' S'i 5• 5' S' CD - GJ' GJ' 0' Y
• • • • • •� � •� •� •� Natural Resource Ecologists
CABINET \���� \ I I. .- � I � ��� I N. - �/ • • • • • N •� �•!� � 5'
EL �yi .22 BERM ELEV: 16.�- 1 ���KEWhr� Land Surveyor
1. I I � I � EL V:20.22 O � /� of wasg � Neighbors
I I I oo �,. oo ��. / ,��, oo �� Oo op �o �ti h o o I o �, �� I.� ,�. g
. . ` — A� L ^o• �o No o o� p� 1 �, p p� o
I N I I I •�IMENT TP*�P RIS !— -� / ��5 �5 Fes' S 5 5� 5� III\ I I o I I. I _— — — •�� •�5' •� . I .�'` �.
III n IC37-
I I I I I 12" CPEP SW=14.0 - - - - - - • •
I I I to I I O� Nt" o°' �o 1
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GRAPHIC SCALE
0 15 30 60
1" = 30 FEET
TESC LEGEND
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co
L�
RR
RIPRAP ROCKERY
go
6%8" QUARRY SPALLS
CD
GRAVEL CHECK DAM
OID
INTERCEPTOR DITCH
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@ 0.3% MINIMUM
O
IP
INLET PROTECTION
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Q
SF
SILT FENCE
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CLEARING LIMITS
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SEDIMENT TRAP RISER
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CONSTRUCTION ENTRANCE
EARTHWORK VOLUMES
ANTICIPATED CONTAMINATED SOIL REMOVAL
(ASSUMING V DEPTH OF REMOVAL): 9,100 CY
CUT: 7,000 CY
FILL: 19,800 CY
NET: 12,800 (IMPORT)
NOTE:
VOLUMES ARE STRIPPED GRADE TO FINAL SUBGRADE
THE ABOVE QUANTITIES ARE ESTIMATES ONLY
INTENDED FOR THE PERMITTING PROCESS. DO NOT
USE FOR BID PURPOSES. THE QUANTITIES DO NOT
HAVE STRIPPING, COMPACTION, OR CUT OR FILL
ADJUSTMENT FACTORS APPLIED TO THEM.
EATHWORK LEGEND
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SIGNAL E�
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S P O K A N E T R I- C I T I E S
TEMPORARY STORM PI
N89' 7' 1
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40 LF 12" CPEP @ 1.0%
09//0/20/8 2215 North 30th Street, Suite 300 Tacoma, WA 98403
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253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
o I r
ID
M o x
SF
HIGH POINT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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TEMPORARY SEDIMENT TRAP o
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MIN. SURFACE AREA:1900 SF
'
DEVELOPMENT ENGINEERING
10Cn
1 I I
D
BERM ELEV: 16.5
E F
Ann Fowler 09/20/2018
I' I
SOUTH 1/4 COR SEC 30
WS ELEV: 15.5
FOUND CAS8E MONUMENT C2•3
BOTTOM ELEV: 12.0 C2.3 C2.3
MARCH
0
0
Know what's below.
Call before you dig. No.
SURVEYED:
DESIGNED:M KW
DRAWN: M KW
CHECKED: B E B
BY DATE APPR APPROVED:
SCALE
1" = 30 FEET HORIZVONnI NAD 1953/1991 WALKER AUTO DEALERSHIP 6/8/2018
CITY OF EARLY CLEAR AND GRADE PLANS
OR
flELDB00K:
RENTON PAGE'
ONE INCH 1%5• AHBL JOB #2180100. 1 0 DRAWING NO:
AT FULL SCALE DATUM Planning/Building/Public Works Dept. C2 1
IF NOT ONE INCH SCALE ACCORDINGLY ROUGH GRADING AND T E S C PLAN 5 SHEET: OF:
9
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