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IAREMOVE EXISTING ASPHALT AND
CONCRETE PAVEMENT BY SAW CUTTING
WHEN REQUIRED.
STORM SEWER:
OPRESERVE AND PROTECT U/G GAS LINE.
CONTRACTOR TO VERIFY LOCATION PRIOR
TO CONSTRUCTION.
OFOR LOG WEIRS AND PLUNGE POOLS,
SEE DET 3
DT3
10 PROTECT OVERHEAD POWER
11 DEBRIS BARRIER, SEE CITY STD B047
GENERAL:
1. THE CONTRACTOR SHALL PROTECT ALL
PRIVATE AND PUBLIC UTILITIES FROM
DAMAGE WHEN TRENCHING ACROSS OR
BESIDE THESE UTILITIES.
2. PIPE TRENCH SHALL BE IN ACCORDANCE
WITH SECTIONS A AND B
DT5 DT5
3. LOCATION OF GEOTECH BORINGS ARE
APPROXIMATE.
4. CHANNEL SECTIONS SHALL BE IN
ACCORDANCE WITH SECTIONS
A B , AND C
DT4 DT4 DT4
5. FOR HPA NOTES AND SPECIFICATIONS
FOR CHANNEL CONSTRUCTION SEE DWG
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DETAIL 1�
NO SCALE C2
10-�
I.iNE 2. IE= 14.00 {AS-WI-T) cr,; OR
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r• �% v HEM N LINE I IE. 18.a�-S �A-ewN LT) N N cMcj NOTE:
WA
T 2+50 3+00 PROFILE 3+50 4+00 1. FOR CONNECTION TO EXISTING CHANNEL
AND STREAM BLOCKAGE SEE HPA NOTES
J HORIZ: 1 "=10' & SPECIFICATIONS, DWG G5.
1283Ew4 p VERT: 1 "=10'
ISTEg��� /�✓/�
SIONAL
SW 29 1 -24-05
EXPIRES: � � r
F
SURVEYED: SCALE: DATE:
HORIIZZ NTIA�L: N D 11983/1991 ,► RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08
F.. P � DESIGNED: 1 �= 1 Or , : CITY O F FIELDBGOK:
Parametrix DyI------------- -__ Date( _-_- --^ R. HERMES
- _ RE�JTON o.
PAGE:
13y,--_--_- - --- DQte1-- -- DN"�" J. BETZVOG 4- 36 DIA STORM SEWER PLAN DRAWING NO:
1231 FRYAR AVENUE 1�yy �- ONE INCH
B V I Do. t I-! CHECKED: AT FULL SCALE U� j IJ MPlanning/Building/PublicV 2
SUMNER, WASHINGTON 98390 ^-- ^--^------ - -- ---
T.253.863.5128 F.253.863.0946 _---- Works
www.p863.5128AF.---------- Dante!- SCALE ACCORDINGLY ���., SHEET: OF:
--� -� NO. REVISION BY DATE APPR APPROVED: R ?n
DI-131317151018