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SEE SHEET
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SURVEY BASE MAP:
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STOCKPILE
— — — 3 GAPPED e
DECANT
AND STAGING AREA SOUTH OF PUMP STATION
BACKFLOW PREVENTOR,
HOTBOX VAULT
STAGING AREA NORTH OF PUMP STATION
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POTENTIAL ACCESS ROUTE
(SEE NOTES 7 AND 8)
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U I I 11 NUM. REVISION BY DATE
APPROVED:
PROJECT T. BEAN, E. PETERS
MANAGER:
DESIGNED: J. GINGHAM
CHECKED: G. HORVITZ
DESIGN ENTERED: E. LINDQUIST
3/2016
KC: 1120590
PROJECT No. HC: 1789407
3 2016
3 2016
3 2016 CONTRACT No. C01043C16
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SCALE IN FEET
SOUTH AREA CONSTRUCTION NOTES:
1. SEE SHEETS CE1 AND CE2 FOR EROSION CONTROL REQUIREMENTS.
2. CLEAR AND GRADE AS NEEDED TO STOCKPILE, DECANT, TREAT WATER, AND STAGE ALL
EQUIPMENT, SUPPLIES AND MATERIALS WITHIN THE LIMITS OF WORK SHOWN. UPON
COMPLETION OF WORK, RE —VEGETATE ALL DISTURBED GROUND, SEE SHEET L1.
3. CONSTRUCT A LINED AND COVERED SEDIMENT STOCKPILE/DECANT AREA, SEE SHEET C3.
COLLECT AND TREAT ALL WATER THAT DRAINS FROM THE SEDIMENT STOCKPILE TO MEET
THE SPECIFIED WATER QUALITY REQUIREMENTS PRIOR TO DISCHARGE TO THE BLACK RIVER.
4. ALLOW SUFFICIENT TIME IN THE CONSTRUCTION SCHEDULE TO SAMPLE STOCKPILED
SEDIMENT AND COMPLETE LABORATORY TESTING FOR DISPOSAL FACILITY CHARACTERIZATION
AND ACCEPTANCE, AS INDICATED IN THE SPECIFICATIONS.
5. REMOVE SEDIMENT/MATERIAL DROPPED, WASHED OR TRACKED BY VEHICLES OUTSIDE OF
THE PROJECT WORK LIMITS.
6. UPON COMPLETION OF WORK, EXISTING GRAVEL ACCESS ROADS SHALL BE GRADED AND
RESTORED TO PRE —CONSTRUCTION CONDITIONS.
7. TEMPORARILY REMOVE FENCE AND SECURE WITH TEMPORARY FENCE DURING CONSTRUCTION.
REPLACE FENCE IN KIND AFTER CONSTRUCTION. BALANCE CUT AND FILL TO MINIMIZE
ACCESS ROUTE EARTHWORK. USE LOW GROUND PRESSURE MATTS AS NEEDED TO ACCESS
SEDIMENT REMOVAL AREA.
8. PROTECT TREE ROOTS WITHIN DRIPLINE AS NEEDED TO AVOID ROOT DAMAGE AND SOIL
COMPACTION OF ROOT ZONE. USE WOVEN SEPARATION GEOTEXITLE UNDER 10 INCHES OF
WOOD CHIPS COVERED WITH TIMBER MATTE AS MINIMUM PROTECTION. REMOVE ROOT
PROTECTION AFTER CONSTRUCTION.
WORK LIMIT CONTROL POINTS
CONTROL POINT
NORTHING
EASTING
1
176,726.76
1,291,1 19.50
2
176,766.49
1,291,148.75
3
176,782.35
1 ,291 ,170.80
4
176,782.42
1,291,186.49
5
176,804.26
1,291,215.24
6
176,804.89
1,291,282.42
7
176,781.77
1,291,413.43
8
176,685.72
1,291,445.61
9
176,499.26
1,291,424.97
10
176,496.34
1,291,390.50
11
176,463.88
1,291 ,371.56
12
176,447.49
1,291,438.80
13
176,464.86
1,291,506.91
14
176,438.71
1,291,506.50
15
176,374.78
1,291,418.92
WORK LIMIT CONTROL POINTS
CONTROL POINT
NORTHING
FASTING
16
176,379.61
1,291,372.35
17
176,385.79
1,291,372.59
18
176,388.60
1,291,363.17
19
176,404.95
1,291,362.38
20
176,406.15
1,291,337.07
21
176,463.01
1 ,291$46.23
22
176,490.99
1 ,291 ,340.21
23
176,490.99
1,291,316.88
24
176,536.42
1,291 ,312.43
25
176,704.19
1 ,291 ,343.01
26
176,727.08
1,291 ,312.56
27
176,768.84
1,291,312.64
28
176,768.84
1,291 ,251.00
29
176,703.67
1,291,252.99
30
176,733.00
1,291,156.06
NORTH AREA CONSTRUCTION NOTES:
1. AREA SOUTH OF CONSTRUCTION LIMITS/WETLAND CAN BE USED FOR STAGING, BYPASS
PIPE/PUMP SYSTEM, AND CONTAINED WATER TREATMENT SYSTEM, ACCORDING TO
SPECIFICATIONS.
2. SEE SHEETS CE1 AND CE2 FOR EROSION CONTROL REQUIREMENTS.
3. UPON COMPLETION OF WORK, EXISTING GRAVEL ACCESS ROADS SHALL BE GRADED AND
RESTORED TO PRE —CONSTRUCTION CONDITIONS.
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LEGEND: R=3 90406
LIMITS OF WORK
WETLAND BOUNDARY
CONTROL POINT
Recommended for Approvd
SHEET
Kin Count BLACK RIVER, PUMP STATION C2
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�. De art ent of Natural Resources and Parks SEDIMENT REMOVAL OF
Water and Land Resources Division g
�/,{R'r(,xQI�/sw Regional Services Section
Christie True, Director %91 KXPLE, DECANT, WATER I AT MENT, SHEETS
AND STAGM AREAS 12011-06
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