HomeMy WebLinkAboutPiping Installation Options at Wetland Boundary 8-27WLWLWLWL WL
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PP1
7
10+00
11+0
0
12+00
13+00
14+00
3
4
12.0' WIDE GRAVEL ROADWAY, SEE 3/C-007
10" PS
3
C-011
20' WIDE TEMP CONSTRUCTION ACCESS RD
5
5
6
TYP
2FIBER OPTICWWWUTVUTVUTVUTVFOFOFOFO10''PS
6''PS6''PS6''PS6''PS10''P
S
10''P
S
10''PS
10''PS
10''PS
10''PS
10''PS
10''PS
10''PS8590
84 84868788
89
91
92
93
94
9
5
10096
9
6
9696
97
98
9995 93939
3
94
94
94 949485
90
84
86
87
88
89
91
92
WETLAND BOUNDARY
3-PHASE PWR
GRADING LIMIT
GRADING LIMIT
43 LF 8" CULVERT
FUTURE
SEWER
FUTURE
SEWER
OVERHEAD
POWER
FUTURE
SEWER
COMM
MATCHLINE STA 14+40SCALE: HORIZ: 1"= 20' VERT: 1"= 5'
PROFILE N ACCESS RD
65
70
75
80
85
90
95
100
105
65
70
75
80
85
90
95
100
105
EXSTPROP10+0095.995.9198.198.1295.695.5595.495.4195.895.7911+0095.995.8595.495.4398.398.3596.396.2994.394.2612+0093.593.4789.489.3686.486.4093.193.1094.394.2913+0094.694.6494.194.1593.893.8094.094.0393.993.9114+0093.793.7493.093.0314+4092.892.75-0.32%-0.92%4.60%0.16%-2.40%
-2.16%-1.01%-3.31%
2.23%0.98%-0.60%-1.53%
-3.97%
-3.39%5.71%
-2.56%3.42%GB STA 10+05.02EL 95.67GB STA 10+39.77EL 95.56GB STA 10+69.11EL 95.29GB STA 10+80.76EL 95.82GB STA 11+00.00EL 95.85GB STA 11+33.66EL 95.04GB STA 11+83.27EL 93.97GB STA 12+14.96EL 92.90GB STA 12+36.21EL 92.35GB STA 12+57.76EL 93.09GB STA 12+87.07EL 94.76GB STA 13+06.09EL 94.57GB STA 13+33.75EL 93.66GB STA 13+65.40EL 94.06GB STA 13+91.74EL 93.90GB STA 14+01.88EL 93.75GB STA 14+30.42EL 92.6210" PS
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Designed By:www.tetratech.comMARKDATEDESCRIPTIONBY3/28/2021 4:42:25 PM - C:\USERS\BRYAN.THOMASY\BIM 360\TETRA TECH INC\200-12562-20003 PT. HADLOCK\PROJECT FILES(WORKING MODEL)\CAD-MODELFILES\SHEETFILES\WWTF\C-201-INFLUENT PRESSURE SEWER P&P.DWG - THOMASY, BRYAN1
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Bar Measures 1 inch Copyright: Tetra Tech200-12562-20003RECLAMATION PLANTAND INFLUENT PIPELINEJEFFERSON COUNTY, WASHINGTONPORT HADLOCK UGA SEWER SYSTEM1420 FIFTH AVENUE, SUITE 600SEATTLE, WA 98101PHONE:(206) 883-9300 FAX:(206) 883-930160% DESIGN
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CALL BEFORE YOU DIG
811 MATCH LINE SEE C-7010
SCALE:
5 10
1" = 5' VERT
CONSTRUCTION NOTES
CONNECTION TO EXISTING POWER.
COORDINATE WITH JEFFERSON COUNTY PUD
(PUD). SEE ELECTRICAL DRAWINGS
NEW POWER POLE TO BE INSTALLED BY PUD.
COORDINATE 3-PHASE SITE POWER
CONNECTION WITH PUD. SEE ELECTRICAL
DRAWINGS
PROPOSED GRADING SHOWN IS FOR 20' WIDE
TEMPORARY CONSTRUCTION ACCESS ROAD.
FINAL GRAVEL ROADWAY SECTION TO BE 12'
WIDE. SEE CROSS SECTIONS 1-3/C-505
SEE DETAIL 3/C-501 FOR FINAL GRAVEL
ROADWAY SECTION
TRASH RACK ON PIPE ENDS PER 6/C-505 AND
PIPE OUTLET QUARRY SPALLS MAT PER
5/C-508
REMOVE OR ABANDON IN-PLACE EXISTING
CULVERT AS NECESSARY FOR
CONSTRUCTION
INSTALL THREE REMOVABLE BOLLARDS PER
8/C-502. SPACING BETWEEN BOLLARDS SHALL
BE 4' MIN. AND 5' MAX.
INSTALL 21" BLIND FLANGE AT END OF
INFLUENT GRAVITY PIPE
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8
1
W-101NESS' CORNER ROADC-201PLAN AND PROFILEINFLUENT SEWERSTA XX+XX TO STA XX+XXC. AU-YEUNG
B.THOMASY
J. CLAREN0
SCALE:
10'20'40'
1'' = 20'