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CONSTRUCT TEMPORARY
HEADWALLS FOR BYPASS
PIPE USING PEA- GRAVEL
FILLED BAGS AND PLASTIC
SHEETING, SEE DETAIL H -
R" DIA. TEMPORARY
FLOW BYPASS PIPE
INSTALL TWO
CHECK DAMS
SEE DETAIL G T
INSTALL TEMPORARY
°
SILT FENCE
S 89 *00'52,90',E •
INSTALL HIGH VISIBILITY ,
FENCING
i
ENERGY DISSIPATOR STRUCTURE
SEE DETAIL H
CITY OF RENTON EASE
350.000'
NOTES:
THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN
ON THESE PLANS ARE BASED ON FIELD SURVEY DATA PROVIDED
BY ENTRANCO.
THIS WAS THE INFORMATION AVAILABLE AT THE TIME OF PLAN
PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE
CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL
CONDITIONS AND THOSE SHOWN,
_ THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
ALL EXISTING T! IT!
U L ES BEFORE COMMENCING WORK, AND AGREES
TO BE FULLY RESPONSIBLE FOR ANY A
- " ND ALL DAMAGES WHICH
- M IGHT BE OCCASION ED BY THE CONTRACTO R'S FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
__ r may." UTILITIES.
CONTRACTOR SHALL LIMIT VEGETATION REMOVAL AND SLOPE
DISTURBANCE. CONTRACTOR SHALL NOT REMOVE TREES WITHIN
• � THE CLEARING LIMITS UNLESS ABSOLUTELY N
EXIST. 18 CMP --'/ / �� ,� Z GRU IN SOLU ELY NECESSARY. ONLY
TO BE REMOVED -Z BB G OF UNDERBRUSH WILL BE ALLOWED.
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KING COUNTY PROPERTY
PID# 1623059€ 0 10 l- i ��`•� = _ % i ff � � � � f ' �� i i" �r I // �, / .�' � 0000
CITY OF RENTON EASEMENT D , , 1�. • `,�` ,,,•;�% f�-- ,-'_.
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;PIPE PILE .ANCHOR / � 1 � .��!'1► ,r ,, � � � ,- � /
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NSTRUCTION LIMIT
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SEE SPECIFICATIONS '
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/• 1 I J - LA PIANTA LLC
J r % r ' / l / % / �` �' 623059 X805
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; TREE (TYP.)
�� -'�� '`� , ♦' "� .� ;� l i' i '' " %' '� •' /�' f� ` / 01 � r'�; f�" f/ 'PROPOSED, 30' BY 60' EASEMENT
BURIED TRENCH SECTION
SEE DETAIL A I ;
r ,- 'APPROXIMATE CONSTRUCTION LIMIT,. '
SEE SPECIFICATION
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• : IS 30, PEO MANUFACTURERS RECOMMENDATIONS � •
CONSTRUCT PIPE SUPPbRTS IN THIS: AREA .
Asa... .•.. ..: •
.... .............. ............................... .... ... . • AS ' REOUIRED; 'PER *THE: SPECIAL' PRQVIlle- ' .. • r . . . . . : . . . . . . . . . . . . . . ' �.
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VER T, I 20. 10 0 20 40
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• 1 —IS00 -664 -15601 c3 C7
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• 1 —IS00 -664 -15601 c3 C7
IE = 87.7, 20" HDPE E (APPROX.) ���• • •
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............................. ..............................� ��1'T�AN
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