HomeMy WebLinkAboutR-419005NW 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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C3.12 MINIMUM POND SURFACE AREA
5'068' AT EL = 3415
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( )—OP THIREMOVE�T WILL "'�� O
e RISER PIPE AND
C3.12 DEWATERING DEVICE a=o aP•' -
POND DISCHARGE'AND TESC To _ 12° p QTILE ' 12" UCTILEJEFFERSON AVE-.E� Li FUTURE BUILDING A� �� ` m sO `' N
MONITORING POINT`kYPE.1 NTIL �, "° �. Z IRQN-CULVER�w IRON ULVERT ..:�� .. "< ` LEVEL 1. SHOWN F0� �� s
FINAL PHASE OF C0Fi5 N " " �- "� " "< "� " "<. "_<— " " o I� ,1 REFERENCE ONLY.
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�12"IEIN 336J6m9e��. ■ ■ �� ,'^F, �': I,
12" IE IN 76° _i1 J5 ��'
° ° <`� BOE 12° IE OUT = 338.25 W;°��P9s P - a
PERIMETER �� �
z, ✓�-� � F >C^ ,�� < < < � � .. to � :SNOW FENCE 2 �
so qo m - SUMP AND PUMP, FIELD LOCATE. PUMP SYSTEM SHOWN FOR I _ _- �- _ --- - _-RTTllRE BUILDING A I.(TYP)
A a� �'•; REFERENCE ONLY. PUMP SHALL BE DESIGNED BY CONTRACTOR AND i _1. SHOWN FOR �,.�
<= ^ FIELD LOCATED AS NEEDED TO ACCOMMODATE CONSTRUCTION _ .I� REFERENCE ONLY. F -. \ ch
_ ° ACTIVITIES. ADDITIONAL SUMPS AND PUMPS MAY BE REQUIRED FOR I :I - , va ` % `_ CO)
SILT FENCE (TYP s - - L..I ` , _
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C3.10 m - TEM 0 ARYDEWATERING.OF�OUND �'_
FUTURE gUllDltftr 8- L �� B o'0 'S46A7, / t''$�y''s s O
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`io 9m s'° gym. 9a _ _ _ OF EXCAVATION. DIRECT TO b b REFERENCE ONLY. �A y �
OE = 336.00 e TREE REM F s
w - SEDIMENT POND. (TYP.) „ v • "� J; ss„ - -� s�2�s o -
PROPOSED SUNSET SHELL--- i . ; " a 9 <mO 12 O
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ATCH BASIN INLET
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a NOTES: CONSTRUCTION NOTES:
2 1 REFER TO C011 FOR CDR EROSION AND SEDIMENT CONTROL NOTES 1 INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS
10. STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF
2. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR
SHALL IMPLEMENT
2. ADJUST
AND MAINTAIN EXISTING CONSTRUCTION FENCING AS
EITHER HARRINGTON PLACE NE OR NE 12TH STREET DEPENDING ON
azel
v
ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE
AND CITY OF RENTON
NEEDED
TO PROTECT THE SITE AND ACCOMMODATE THE WORK.
CITY REVIEW OF SUNSET LANE CLOSURE.
REQUIREMENTS.
8
3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO
11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK
-
3. BOTTOM OF EXCAVATION IS SHOWN FOR REFERENCE ONLY. REFER TO
STRUCTURAL PLANS.
DIRECT
CONSTRUCTION STORMWATER AS INDICATED
PHASE AT CITY APPROVED ENTRANCE PENDING CITY APPROVAL OF
SEDIMENT POND FACILITY TABLE
TRIBUTARY
10—YEAR
MINN SURFACE
DIMENSION
FACILITY
AREA (AC)
FLOW (CFS)
AREA (SF)
SHOWN (FT)
SEDIMENT POND
1 8.20
4.51
1 9,382
1 56'068'
SUNSET LANE CLOSURE.
8 4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN
LEGEND DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12, INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES,
- - — PROPERTY LINE/ ROW LINE ® ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND o 2550 0
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-41 9005
'e FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE
— INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER Y S IN COMPLIANCE WITH CITY OF RENTON STANDARDS
X SILT FENCE QUALITY OF DISCHARGE INTO THE CITYS STORM SYSTEM TO MEET
CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGYS AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH w4•Reo°o
yN DEVELOPMENT ENGINEENING SURFACE WATER UTILITY
—�M FORCE MAIN ENTRANCES ARE NOT PREVENTINGALTERNATIVE
SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. _ O CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNADVE MEASURES TO KEEP THE 1cpff- msippo 09/27/2021 krevans 09/27/2021
STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS , 16015th Avenue, Suite 1600
a ENTRANCE FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE `eo sacisxza�3tie Seattle, WA98101 WATER UTILITY
/ `� OVAL', 206.622.5822
INSTALLATION OF A WHEEL WASH OR WASH PAD. O 1 UMITS OF DISTURBANCE % : TEMPORARY CULVERT 09/10/2021 www•kpR.com IFitzJames 09/29/2021
ENT
1 CLEAR AND GRADE PERMIT TJP 08/10/21 JSFVERrICALHADINE SOLERA
ICI- EXISTING TREE TO BE 2 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 08/11/21 JSF ZLN SAS NOTED POD NA 'u�19°' pC�IT�YT OTF�+�'
PROTECTED 3 CLEAR AND GRADE PERMIT RESUBMITTAL TJP 09/10/21 JSF �" TJP/JRN '�'•'� ^ r'1VTO1V 2842 NE SUNSET BLVD "°'°°"-
• PAGE
Call 811 °w~' TAD/KSA ^ r RENTON, WA 98056
• two � DATUM
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NO REVISION BY DATE APPR �sPSCALE TESC PLAN 5 °",