HomeMy WebLinkAboutR-417816NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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O V 0 2BILIZED CONSTRUCTION �. � _ / s n CONSTRUCTION W R SUPPLY.
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o "c a� C3.10 ENTRANCE (TYP.I "' IS
\ b+y e r NO
' REQUIRED TFORFUSE TY
�\ �s LIMITGa .o —Cs r-- IgI �-�� REQ R
W I Q�' CONSTRUCTION DISTU '�o oti�' o s -- -- -- 1 _ _ P
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FENCE (TYP.) (?a -Tara wog_— - _ _ - >c— �/ fia.RRT� - 9 '� a�'y� N
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NOTE: WATER VALVES_ omq
WoB.,� y�oF� 9� s� svyvq SHALL BE CLEARLYv-
-' LL S e o i y� q'a - °mq'",n " I ,�VfSIBLE AND OPERABLE -+-',
POND DIVIDEM r9y% I Fof I I _ .� �T-ALL TIMES DURING a��' Otis 4 ■ P,� °yOy
TEMPORARY SEDIMENT POND. �" I F LOC�- C °yo I r �„i -E0� DTUR� K D�
C3.11 MINIMUM POND SURFACE AREA I A�e� , �` 4
56'1 AT EL = 341.5
V�
FIREiiI@RANT FOR.
POND BTM EL 3�b---_a� S �/ 1�= - CONSTRUCTION WATER ^ � _ i � �iy oss• A
a INTERCEPTOR@ PERIMETER CH - ° o
35'x147' AT BTM °o `? I '' ,�. >�M t' t SUPPLY. NOTE. MET[ Q 000cmo
0
( ) d m° P. 1 SWALE (TYP) C3.11 SNOW FENCE ( ,q C3.1 9 s - J� LO
„� � � � � FROM CITY IS � � /� � t � F
(TYP) ��� °� 9 °``� REQUIRED FOR USE. \ _ 60 O
e co
RISER PIPE AND eo 't, _ �-� i �'%^ r_ o:._ .. _� - i �\ \ �� \' O
C3.12 DEWATERING DEVICE �o� 12° DUCTILE �� �� �� �I O
icy e k I� O
POND DISCHARGE AND TESC G f 1' s o �/ F�� o
MONITORING POINT TYPE 1 UNTIL o ,1 2" UC JEFFERS � E'�� _ FUTURE BUILDING A y N
IM - 39.99�o° IRON Cl)LVER�� ..� ...� A w I� '�.� .-.< 1 I1 LEVEL 1. SHOWN FOR
Fl PHASE OF CONSTRUCTION p I� ... _ - REFERENCE
-r� J
� RE CE ONLY. .
i 12 IE IN 336.76 (SE) ��9r�o \. ' �� / ;. LIN—
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12" IE IN = 336,76 (NE)
12° IE OUT = 336.25 (SW);;�P9 "° 1,n P < ,;,� aLw "3, �QE31.75
40
SUMP AND PUMP. PUMP SYSTEM SHOWN FOR REFERENCE ONLY. _ • - F FUTURE BUILDING A
PUMP SHALL BE DESIGNED BY CONTRACTOR AND FIELD LOCATED AS i LEVEL P1. SHOWN FOR S '' `� + -m �%�� •"�
- NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITIES. ADDITIONAL REFERENCE ONLY. 9 yea- , . . Ch
- SUMPS AND PUMPS MAY BE REQUIRED FOR TEMPORARY DEWATERIN , Q�L,1 ^ M
C3.10 SILT FENCE (TYP, -
q{o o , OF GROUNDWATER FU R U4AINCr @" — A `. I —3 '�T "�Q r '� O
T n ■ " INT�RCEP OR SWALE BOTTOM �' �� _ P SFiOWN...F B o� • 46 cos O
EXCAVATION. DIR T TO b tr_ ,, [NCE ONLY. - ��9.m r _ } .- PROTECT REMAIING F� h GO
�o s d0 s n r i TREE T REMAINS, r
Ao ors six 'J N PROPOSED SUNSET SHELL { �- BOE 336.00\ • ��• y I s "'� sPF ,��
sm F m SEDIMENTPOND. TY�. _ -P x \ - ° _1• s
�=� 14 Q�
+ 2 'I - - 1 ... ,yam, / �G
C-STORE REDEVELOPMENT ,, o „ I.� P
ss�o� o a SHOWN FOR REFERENCE ONLY<---.��..< �...<.. ��—...<— <_ .-<— 3 �...< < <—...<- ���
�
°9O /I
O
as as r3sa—
rq os� I 1 NE SUNSET BOULEVARD' (SR 900
;a%9 31 CATCH BASIN INLET )
y C3. 0 PROTECTION (TYP.) "' ti A P 'd �. 04 V�°• 'co" omF>'o
v'' sB I s6 SD4- sB Y , L so I sB so .. ` iP'v .3 S6
a dos so�i�aa e� 000A ' l so I sa _ I I I / / C.
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CD NOTES: CONSTRUCTION NOTES:
F 1 REFER TO CO 11 AND DETAIL 8 ON C312 FOR COR EROSION AND SEDIMENT CONTROL 1 INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS
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NOTES AND CONSTRUCTION SEQUENCE.
10. STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF
2. ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS
EITHER HARRINGTON PLACE NE OR NE 12TH STREET DEPENDING ON
2. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR SHALL IMPLEMENT
NEEDED TO PROTECT THE SITE AND ACCOMMODATE THE WORK.
CITY RENEW OF SUNSET LANE CLOSURE.
ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE AND CITY OF RENTON
REQUIREMENTS.
3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO
11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK
DIRECT CONSTRUCTION STORMWATER AS INDICATED.
PHASE AT CITY APPROVED ENTRANCE PENDING CITY APPROVAL OF
SEDIMENT POND FACILITY TABLE
TRIBUTARY
10—YEAR
MIN. SURFACE
DIMENSION
FACILITY
AREA (AC)
FLOW (CFS)
AREA (SF)
SHOWN (FT)
SEDIMENT POND
1 8.20
4.51
9,382
56'x168I
3. BOTTOM OF EXCAVATION IS SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL PLANS. SUNSET LANE CLOSURE.
4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN
LEGEND
s DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, 0 zs So 100
% — — — — PROPERTY LINE/ ROW LINE ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND
WHERE RUNOFF IS CONVEYED TO NATURAL OR MANMADE DRAINAGE 1 inch = 50 feet
TEMPORARY CONSTRUCTION ® SUMP AND PUMP 8. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT FEATURES. R-417H 16
FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE
— INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER aY 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
N CIF SILT FENCE QUALITY OF DISCHARGE INTO THE GTYS STORM SYSTEM TO MEET S, p4 xAsy�
CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGYS AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH p0 N kpff
DEVELOPMENT ENGINEERING O
—FM— FORCE MAIN ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. _
® CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE - msippo 04/07/2022
O STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS M47 36015th Avenue, Suite 1600
O ENTRANCE FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE oA2, gAt'ISTBR�`{4� Seattle, WA98301
LIMITS OF DISTURBANCE �� TEMPORARY CULVERT INSTALLATION OF A WHEEL WASH OR WASH PAD. +oxAL �"' 2N.622.54322
3/11/2022 w Jtpffxonn
DATE
1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSFHANDIII SOLERA
�o- EXISTING TREE TO BE 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF NONZLN M,. AS NOTED P1E�•'LL HAD ,1B8i21B°� CITY OF
PROTECTED 3 CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF' MDR/TJP 2842 NE SUNSET BLVD oomoe.
r FOR REFERENCE ONLY Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF °"""' KSA/JEP RE1`TTON RENTON, WA 98056 OWNING NO
REFER TO EARLY CLEAR AND GRADE PERMIT • DnruM
two business days crc@MINE ~� Planning/Building/Public Works Dept.
C3,QQ
C21-003938 before you digIF NOT ONE INCH
NO. REVISION BY DATE APPR JSP s''LE'LLOAC"`LY TESC PLAN s"T' 16 Fqq