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x — O
PROPOSED CLEAR AM%
1. THIS PLAN IS FOR Wi7RK OCCURRING x LIMITS (TYP)
MAY 1ST - SEPT. 30TH. ANY NVRK - \
BEYOND SEPT. 30TH WILL REQUIRE A x - - -
9
SEE SHEET C2, 02
� 110 - - CLEAN WATER SYSTEM CONSISTING _ O
ROCK CHECK DAM OF 12 P/PE SLOPE DRAIN O
_ - PER C.O.R. SID PLAN 217.30
AT 100 D.C. (TYP) - _110
SEE DETAIL, SHEET
- - SEE SHEET 02.32
—� - - C2.31
° - - 15' STRUCTURE SETBACK
FROM SENSITIVE AREA. _
SEE WFILANO M/AGA AON PLAN. + I 100
EX GROUND Z -
\ \ - CONTOUR (TIP) _ ,----- -
NET HEATHER PLAN APPROVED BY , o INTERCEPTOR SWALE
THE CITY OF RENTON x oo� I - \ \ PER C. O.R. STD PLAN 217.10 \ \ i - - , - - - -j
i� EX TREE TORE -- \ \ \ \ o 110 %I ---
\ \ \ SEE SHEET 02.32 (TYP) 27URBIDITY LEVEL OF 1REATEO WATER , DITCH CHECK DAM REREMOVED( (TYP) � � - \ \ \ \ \ � o , _ � 1
LEA WNG SITE MUST NOT EXCEED 25 \ \ _
Q N1U� pH LEVEL MUST BE BETNEEN ALL TREES I PER C.O.R. S PLAN 217.40 \ \ \ � \ \ � - 12' 12"
A MIN OF 6.5 AND A MAX OF 8.5. CLEARING07S/DE OF LIM � ,EE ,BEET C2.32 (TYP) � o \ \ \ \ � �$ � � � � J � , TEE
ROCK LINED SWALE CONSlS11NG OF � � � ; � •• x —x —x —x� x —x — -� N
Q SHALL BE x o \ \ o \ \ \ I x—x—x_ x—x—x x x Vic_
3. MEASURES SHALL BE PROVIDED IN SlL T FENCE f
(� RETAINED \ � \ � -- f 4 "-8" RIP RAP (TYP) I I N
THE FIELD TO PREVENT SURFACE PER C. O.R. S PLAN 214.00 _ \
RUNOFF RUNNING FROM SUB,CT LOT SEE SHEET C2.32 (T)P) - - - - \ - - _ �� = �� x x O
TO ADJACENT PROPERTIES. o \ 90� < _ _ - \ I I 15 STRUCTURE SETBACK o O
° FROM SENSITIVE AREA. Q
CURB - _ - - x SEE NETZAND M/1TGA 1TON 90
4. ANY DAMAGE TO ROADWAY, � , , ' � v � � � � � � o � � � � / I I gp PLAN.
AND �DEWALK DURING CONSIRUC110N - / \ \ - - - 2 x x
WILL REQUIRE RESTORA TTON AS PER CLEARING _ \ \ - - - `
\ � i � 90 I INSTALL ABOVE GROUND
CITY OF RENTON STANDARD PLAN. LIM/1S _ - - - \ - - - - �- _ t DOUBLE S/L T FENCE
lYP - - \ \ - \ - - - x AROUND NEIZANO B FOR 12" PERF PIPE ALONG o Q
( ) \ \ \ o PROPOSED FINISH
5. TREE PROTECTION FENCING SHALL x / v go \ - - -_- ADD/TIONAL PROTECTION ��L GRADE TO PROMOTE
STAY INTACT UNTIL AUTHORIZED TO PROPERTY - - _r ` \ - - - INTERCEPTOR SWALES INCLUDING ��� CONTOUR _ ,- X J J SHEET FLOW DISPERSION V
BE REMOVED BY CITY STAFF. / - \ \ CLEAN WA 1FR SYSTEM SHALL BE '� " x
x TREE DRIPLINE
LINE (TYP) / Sao \ COLLECTOR SUMP \ - f
6. A CERTTRTED ARBOR/ST -WALL BE / / / \ D/RESTFD TO VAULT UPON — �� (TYP)
� \ AS NEEDED � CONSIRUC110N OF VAULT � � ,�j+ � O
ONSITF DURING MURK WTHIN THE EX TREE PUMP TO TANKS - -Ar VA
Q DRIPLINE OF THE PROTECTED TREES. FA TO BE SAVED x XX / \ \ o514,
v EROSION LEGEND - -
IQ
� CATCH BASIN INSERT —_ ` � k ' \ � � - / �` / o / • � • • ` � 1
PER C.O.R. STD PLAN 216.30 PROPERTY o w
CONSTRUCTION ENTRANCE - SEE SHEET C2.32 (TYP) \ - \\ o Ole. • LINE (TYP) \ M
CONSTRUCTION ENTRANCE GRAVEL WFIZANO "B" •� L O
CLEARING LIMITS LINE so TREE PRO1EC710/V - - \ \ - z - = - / r I o Q O
CLEARING LIMITS LINE _ - \ ' / • • Q
TEMPORARY PIPE - FENCE (T)P)
7,
°
—x—x—x— SILT FENCE - \ \ - \ ,- X ••� -� /• '�•.
TREE RETENTION FENCE J _ _ _ _
CLEAN WATER SYSTEM CONS/SANG
SWALES OF 12" PIPE SLOPE GRAIN \ \ \ \ \ \ - I o ,eo - = T \ o
PIPE SLOPE DRAIN I - PER C.O.R. STD PLAN 217.30 \ \ = I + •
ROCK CHECK DAM ° _ I SEE SHEET C2.32-
0 WATTLE
SEDIMENT RETE/VTTON \ ° \ - „ J _ \ - - - -
0 o EX TREES TO BE SAVED - - \ \ ° ' \ ' = `\ - -
/ ---__ _ ---- ------ \ \ \ / / SS
_ _ _ �. SS
A CERflRED ARBORIST SHALL + -- -------------- ° ° = �x / SS /
BE ONSITE DURING EXCA VA 110N =A'
I
WITHIN THE DRIPLINE
x
x
60 ' • °
- - � � - ° / \ � ° S/L T FENCE
EX CUL VFRT x o 2-10.5'x43'x8' DEEP RAIN FOR RENT TANKS EQUAL. / - - PER C.O.R. STD PLAN 214.00
x — _ CONTRACTOR .MALL PUMP FROM SUMP AREA INTO TANKS
- 0 I \ _
- - - - - - — •"� ''� _ — x—DISCHARGE FROM TANKS SHALL BE PUMPED TO EXISANG x ij , - fi -_�_ SHEET C2.32 (TYP) \
•• • - ' ' - _ _ _ _ _ _ _ DOWNSTREAM CO/V I2�YANCE SY51FM OR CLEAN WA 1FR �� - ¢ CDZN \ 0
' - • ' - - - _ � ° S \ s INTERCEPTOR SYSTEM ON ATEI'll 1! - Iv o o v \ \ \
ss ass
SS ss. �S SNPm� \ V —
- -- /PROPERTY'\ \
o"P V
/ / ��
_ LINE TYP
_ CLEAN WA 1FR STAB/LIZED CONSIRUC110N ENTRANCE �„ ( )
-_ _ _ _ I INMRCEPTOR SYSTEM LINCOLNA VE" NE" INTERCEPTOR SWALES INCLUDING PER C.O.R. STD PLAN 215.10 o"P / \
CLEAN WATER SYSTEM SHALL BE
- IT— - - —I-- - _ DIRECTED TO CAUL T UPON SEE SHEET C2.32 (TYP)
DIRECT SWALE TOEXISANG 9 f00 CONSTRUCTION OF CAUL T - 94+0
DITCH AND CUL VFRT
x— x— x— x— x \ oN
_ - - -x—x�x 1
-- -
_ �, o yf• CIVIL ENGINEERING
\ \ dHo �Ho LANDSCAPE ARCHITECTURE
— PLANNING
99 DESIGN SURVEYING
lSTE�.
- - - - - - - � 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
--SS S ss SS -------s------��-- SCALE: 1" = 20' —
- //
R 417914
dtio o ss ass ass�.�...` 4 28 22
s 0 10 20 40IN COMPLIANCE WITH CITY OF RENTON STANDARDS
e -- DEVELOPMENT ENGINEERING
---------------------------
COLNA I/ " NE" 91+00
)&o A o�
msippo 05/10/2022
\ `(EYMAP W 1 REVISED PER CITY COMMENTS MEM 7/15/21 HHH sumE1ED- SCALE: �,� NAw IM
Z 2 REVISED PER CITY COMMENTS MEM 2/15/22 HHH ENN R. sPRAGUE P.L.S. ,ea3i3O, CITY 0 F CANOPY
L�NCOLN 3 REVISED PER CITY COMMENTS MEM 4/11/22 H H H ow�Rr DmmHOLLI HEAVRIN 4196E/NCOLNAI/ENE, RENTON, WA 98056
RENTON
'QVE NE 4 REVISED PER CITY COMMENTS MEM 4/28/22 HHH MARY MOORS
ONE INCH DATUM
CHECKED. AT FULL SCALE Planning/Building/Public Works Dept. TEMPORARYEROSION &
HOLLI HEA VRIN IF HOT ONE INCH
N0. REVISION BY DATE APPR HO LI H HEAVRIN P.E. Y SEDIMENTATION CONTROL PLAN
O
DATE:
4128122 Q
SU DBOM,
PACE
DRAWING NO.
C2.01
SHEET. OF.
14 107