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RECOMMENDED CONSTRUCTION SEQUENCE
1. PRE -CONSTRUCTION MEETING.
2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE
NUMBER OF CESCL.
oma cm
NIA
MATCH LINE SEET SHEET 2
3. FLAG OR FENCE CLEARING LIMITS. SEASON OR TWO DAY
S DURING THE WET N
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PLASTIC SHEETING OR EQUIVALENT.
S I LT
FENCE
4.- INSTALL CATCH BASIN PROTECTION IF REQUIRED
10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. _Ir
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5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
43
6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
ALL DISTURBED AREAS MUST BE STABILIZED AND BEST
ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR 12. UPON COMPLETION OF THE PROJECT,
DRAINS,
SILT FENCE/
CONSTRUCT ION LIMITS9
MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
PROJECT DEVELOPMENT.
V
V SEE SHEET 37. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OR RENTON
nC- T A T I A
STANDARDS AND MANUFACTURER'S RECOMMENDATIONS.
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,�-USE HIGH -VISIBILITY �0:
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4 CIL FENCE OUTSIDE OF
SUBSTATION FENCE. V F W�
SEE SHEET 39 DETAIL 3 ,o
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. ..... .. ..... . . . .... ....... .......
.. . .. . ...... ...
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CLEARING
... ..........
...... .......
LIMITS
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.... . ... ...... . . ..... . . ..... . . .. .... . ....... . .. . .......... ....... .......
...... .. .... . . .........
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CATCH BASIN INSE
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(TYP FOR ALL CATCH
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r- DETAIL 1)
r r - - - r
r - - - BASINS, SEE SHEET 3
KEY ...
DIVIDER INTO
SLOPE TO PREVENT
FLOW AROUND SIDES
SILT ri ri
FENCE
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0
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-------- ------
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> ...........
USE HIGH -VISIBILITY ........ ----------- ,
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FENCE OUTSIDE OF
SUBSTATION FENCE.
SEE SHEET 39 DETAIL 3
7 7
%
. . . . . . . . . . . . . I . . . . . . . . . . . . . . .. . .
.............
- - - - - - - - --- -
% . . . . .
. . . . . . . . . .
MATCH LIN.E--,,,(230KV SIDE)
(115KV SIDE)
E
TOPO LEGEND
LEGEND:
G
EXISTING GAS LINE
OHP
EXISTING OVERHEAD POWER LINE
T
EXISTING UNDERGROUND TELEPHONE
p
EXISTING UNDERGROUND POWER
w
EXISTING WATER LINE
444
EXISTING CYCLONE FENCE LINE
EXISTING PROPERTY LINE
- - - 444---
POWER POLE W/ LUMINAIRE
DPP
POWER POLE
n
EXISTING SIGN
EXISTING GUY ANCHOR
0 0
0
EXISTING STREET LIGHT
136
EXISTING CATCH BASIN
10
ELECTRICAL BOX
+
BENCHMARK
T
EXISTING TELEPHONE MANHOLE
L
(P
EXISTING STORM DRAIN MANHOLE
SDMH
EXISTING FIREHYDRANT
EXISTING DECIDUOUS TREE(DIA.)
E
0
REBAR/CAP MARKED "SKODJE 19645"
EXISTING SURFACE MONUMENT
F7-777
EXISTING MONUMENT IN CASE
EXISTING CONCRETE
fug
EXISTING GRAVEL
•
59.5
SPOT ELEVATION
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8
7
SPOT ELEVATION
PROPOSED CONTOURS
RECOMMENDED CONSTRUCTION SEQUENCE (CONTINUED)
8. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW
MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS
ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY
SEASO IT STRAW WOOD FIBER MULCH COMPOST
EXISTING CONTOURS
PROPERTY LINE
CONSTRUCTION
II
II
II - -- __--I
11
ST
ATION
O FEN
CE LIMITS CONCRETE HANDL ING
SLOPE AND FLOW DIRECTION
FOUNDATIONS (REF ONLY)
TYPE I CATCH BASIN (SEE DRAINAGE PLAN)
TYPE It CATCH BASIN (SEE DRAINAGE PLAN)
DITCH LINE
DRIVEWAY
CATCH BASIN INSERT
CLEARING OR CONSTRUCTION LIMITS/HIGH VISIBILITY FENCE
SILT FENCE
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1. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT
ONLY INTO AN ECO-PAN.
2. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED
TO THE ORIGINATING BATCH PLANT FOR RECYCLING.
3. HAND TOOLS INCLUDING, BUT NOT LIMITED TO, SCREEDS, SHOVELS, RAKES,
FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO AN ECO-PAN.
4. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES
NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS, OR
THE CONDITIONS OF THE NPDES PERMIT IF APPLICABLE.
5. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING
CONCRETE POURS AND REPAIRED THE SAME DAY.
30
0 30 60
GRAPHIC SCALE
1 30'
0
120
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jtjohnson 05/09/2017
SURFACE WATER UTILITY
rstraka 05/09/2017 -
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V.
REFERENCE DRAWINGS
D-1 8730
SITE LAYOUT
AND GENERAL NOTES
D-1 8734
GRADING AND
FENCING PLAN
D-1 8736
DRAINAGE PLAN
D-1 8737
FOUNDATION
PLAN
D-1 8738
STRUCTURAL
PLAN
REVISION DESCRIPTION: WO NUMBER: 111022315
PERMIT SUBMITTAL
CAD
ENGINEER
REVIEWED
APPROVED
v 5 s.#-- /,
3, 4 �� tz
DATE (M/D/Y)
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R-403504
VORE
CALL BEFORE
YOU DIG
Call: TOLL FREE
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k4 1-800-424-5jj�)
TEMPORARY EROSION/SEDIMENT
CONTROL PLAN-230KV SWITCHYARD
TALBOT HILL SUBSTATION
*PUGET SUBSTATION DRAWING NO REV NO
SOUND ENGINEERING D _ 1 8732_ 0
ENERGY DEPARTMENT SHEET-: 1 OF 3
SCALE: 1 30'-0" CLASS: S I TE FILE NO:
CADD NO: $$DGN$$ CODE: TAL
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