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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DO.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
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.
3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO
11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK
0
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
Ith-
SUNSET LANE CLOSURE.
LEGEND 4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN
DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES,
— — PROPERTY LINE/ ROW LINE in ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND o 25 50 100
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-419005
FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE
> — INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER s IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SILT FENCE QUALITY OF DISCHARGE INTO THE CITY'S STORM SYSTEM TO MEET �, of `�
' >RAsx�' CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGY'S AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH �4��� �� �
� o � to DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
FORCE MAIN ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. 10 ❑� msi o 09/27/2021 krevans 09/27/2021 CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE -� pp
�� 00�0000O STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS 39847 4 1601 5th Avenue, Suite 1600
ENTRANCE �--� FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE 3,0 �'�GISTEg�� �w`�' Seattle, WA 98101
INSTALLATION OF A WHEEL WASH OR WASH PAD. IONAL E��� 206.622.5822 WATER UTILITY
LIMITS OF DISTURBANCE TEMPORARY CULVERT 09/10/2021 www.kpff.com IFitzJames 09/29/2021
0 1 CLEAR AND GRADE PERMIT Tip 08/10/21 JSF SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988
2 CLEAR AND GRADE PERMIT RESUBMITTAL Tip 08
EXISTING TREE TO BE /11 /21 JSF DESIGNED: zLN AS NOTED HORIZONTAL: NAD 1983/1991 CITY OF SOLERA
I � ��- FIELDBOOK:
PROTECTED 3 CLEAR AND GRADE PERMIT RESUBMITTAL Tip 09/10/21 JSF TJP/JRN RENTON 2842 NE SUNSET BLVD
N • Call 811 DRAWN:TAD/KSA ONE INCH DATUM RENTON WA 98056 PAGE:
7 DRAWING N0:
•
■ two business days CHECKED: AT FULL SCALE Planning/Building/Public Works De t.
w MNFP C3.00
g IF NOT ONE INCH
w before you digCL N0. REVISION BY DATE APPR APPROVED: SHEET: OF:
LL
JSF SCALE ACCORDINGLY TESC PLAN 5 9
SEDIMENT POND FACILITY TABLE
TRIBUTARY
10—YEAR
MIN. SURFACE
DIMENSION
FACILITY
AREA (AC)
FLOW (CFS)
AREA (SF)
SHOWN (FT)
SEDIMENT POND
8.20
4.51
t 9,382
56'x168'
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