HomeMy WebLinkAboutS-015802CONSTRUCTION PLAN WA s 1�,, fV G
SHEET 4 of 9 ON
CONSTRUCTION PL A N
SHEET 3 of
NO' 54 39'' 'N
_\§-2—E 4 -
N5Z' 13' 10" E
i85.00
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N i7 °_!2 33 E
234.93
N 16 °._5.. 1' 53'' E
I 9
N 26- ' 47" E
---15Y-80
N 5- 4-L-11 N _3. 3' 17' 42" E
177.66 N 45' 49 30" E N 46' 24' 06" E
44.93 157-45
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Area %lay Be Uhl -I -d
, ,
For Minor Storage
5 81' 25' 06" E
93.97
N2382 1' 28" E. L. A K E
N 50. 11' 113" F WASHINGTON
N 17' 24' 05" F N 53- 20 32'' E
2.3-1 - 26
N 21- 2 4' 3 E
N 23- 51' 50" E 197,28 N 70° 08' 59"
66
51 1
0 N 39- 39' 41" E N 49- 58' 36" E
25 81
41 25__ 49.82 i I
N 30' 39' '9" E
W 8 a, 3 5, E
L11 17.8 0
W
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en May Be UW��vid
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LT For Nlirc�r Slorage
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A K FORCE MAi-,—,
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ETRO CONNECTOR
--LjQe to_ k_�-JQCUtel in Exi$ting Street R/W END OF PROJECT
Area May Be Utilized LAKE OA
For Minor Storage WASHINGTON N 3_5 9' I. E
N 23' 25' 32" E 44.74
982.86' N - 12' 28' 13" E N 40' 19' 57"
45.94' so .7�i
N 29' 41 33 W N 10, 19 0;' E
MAINLINE NO5_IL4 12'' E
- 131.81
2 8. 93,66 OS 't
N 141 1' 4 0" E N_ 5"-11
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CONSTRUCTION PLAN WASHINGTON BLVD LU
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SHEET 5 of 9
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CONSTRUCTION PLAN CONSTRUCTION PLAN
SHEET 5 of 9 SHEET 6 of 9
46- 26' 15" W
63,50
A- F9-
CONSTRUCTION PLAN
SHEET 4 of 9
N 66' 41' W
I/
N 43' 55
268
X
W
PROJECT SITE PLAN
SCALE: I"=100'
FLUSH STATION
BEGINNING OF PROJECT
, Be Utilized
I Storage
LEGENU.'
U'S.ENGR S1
U.S.G.S.
Proposed Sanitary Sewer Line
Proposed Stub and Cleanout
Underwater (Existing) Utilities
00000000(70
Rockery Bulkhead (Fractured)
0000000-00
Rockery Bulkhead (Unfractured)
HIGH WATER LEVEL
Rockery Bulkhead (Small Rock)
14.90
Rock—Concrete Bulkhead
(REGULATED)
Concrete Bulkhead
2�XXX>00000<
Horizontal Logs
LOW WA-
Vertical Planks
13.70
Horizontal Railroad Ties
(REGULATED)
Timber Piling
Vertical Open Timber
+ + + + + +
Dock Piers
GENERAL NOTES:
All Work in Connection to This Project Shall Comply to All Federal,
Stage, County and City Codes and Regulations for Construction
in Waters.
The Mainline Shall be Placed With a Minimum of Two Feet (2.0') of
Cover. Backfill Shall be as Specified and/or as Directed by Governing
Agencies. The Line Shall at Any Place be Located Below "Hydraulic Grade".
Where the Mainline Changes Line or Grade, Standard Bends May Be Used.
Maximum 45* Bends Shall be Used.
The Designed Line Will be Staked by City Forces at Each Proposed Deflection
Point. Any Variation From This Must be Approved by The City Engineer. Mr)T9"
Stubs and Cleanouts are Shown in Their Approximate Locations. Final Locatio
Wili be Determined in the Field.
It Shall be The Contractors Responsibility to Contact All Companies With
Existing Utilities or Facilities in The Construction Area.
211
.,I Fin 5 6 it
n DATUM
U'S.ENGR S1
U.S.G.S.
- -5
I CITY
OF
MLI - W
i MS!_
�RENTON
HIGH WATER LEVEL
21.80
14.90
1
14.90
(REGULATED)
LOW WA-
20.60
13.70
13.70 1
(REGULATED)
For Lake Level Information
Contact U.S. Army Corps of Engineers
`a -158
C I T Y OF RENTON
ENGINEERING DEPARTMENT
SANITARY SEWER L.I.D. 270
SITE PLAN
LEGEND a GENERAL NOTES
DESIGNED G. E. DATE
H 0 Vq::N
C
3 1;1_ 7 2 1 F;LE L.I.D. 270
�LG E A S
CHECKED G. E SCALE__4S_
NO. REVISION BY APPR. LATE 1 APPROVED_- SHEET