HomeMy WebLinkAboutD-2271062014
TOP OF \ \
SLOP' INSTALL NEW PICKET FENCE SET BACK 5' MINIMUM
- FROM EDGE OF SLOPE SEE DETAIL 1
NEW SHRYB •�
(TYP:�, J n
a I I PERMANENT SLOPE STABILIZATION
AREA PIPE ANCHOR (TYP.)
525
HIGH AVENUE o
SOUTH � ��
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APPROXIMATE
CLEARING LIMIT
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SEE SPECIFICATIONS
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APPROX IMA TE AL IGNMENT OF
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LANDSCAPE ' 20 F7. UTILITY EASEMENT AS RECORDED
' `ARK &PLANT G UNDER KING COUNTY RECORDING NO. 9202269004. \ �\ \� Qc
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__-- - - =__- KING COUNTY RECORDING
NO. 9202269004. ; / �i/-k\
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REINSTALL LANDSCAPE BARK /PLANTING --
--`l / ALONG EDGE OF SLIDE AREA SEE NOTES. NOTE: \• Imo.
THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN /
INSTALL HIGH VISIBILI TY,
1 -. CO�STRUCTIO FENCE
INSTALL NEW TYPE II CB (CB�/1) '
PLAN BURIED TRENCH SECTION
ON THESE PLANS ARE BASED ON A COMBINATION OF.
AS- BUILTS AND FIELD SURVEY DATA PROVIDED BY ENTRANCO. - _� B i I
'INSTALL TEMPORAfaY
!SILT FENCE
i I\ / f C
(STND. 8027)
SEE CONNECTION DETAIL E SEE DETAIL A
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. THESE VARIATIONS WILL NOT
BE THE BASIS FOR A CLAIM OR EXTRA COMPENSATION.
/
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN •\ •
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IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY \;,
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VERIFIED BY THE OWNER OR ENTRANCO. THE CONTRACTOR SHALL _ . -��
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DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE OUTLET STRUCTURE
9
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY SEE DETAIL C�
•
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
+t APPROXIMATE
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
WETLAND BOUNDARY
NAD 1983191 HORIZ. DATUM
UTILITIES.
NAND MAR - C DATUM
BENCHMARK - CONCRETE NT AT
INSTALL LANDSCAPE BARK ALONG FENCELINE TO MATCH EXISTING
LANDSCAPING. PLANT SHRUBS 10' APART.
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INTERSECTION OF HIGH . SOUTH AND
AVE. SOUTH
BEACOM WAY SOUTH 358.33 FT
NO VEHICLE ACCESS
REMOVE EX$TING CATCH] BASIN EXISTING GROUt1ID SURFACE 1
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DEPARTMENT OF PUBLIC WORKS
1
E� N T R A ! N C
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1
Date 1114!+ b
Date �`- ' +SD 4 100
+25 1 +75
6
HIGH AVENUE SOUTH
STORM WATER OUTFALL IMPROVEMENTS
160
ENGINEERS SCIENTISTS PLAbNERS SUR&ORS
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PLAN PROFILE
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WASHINGTON ARIZONA
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DESIGNED: EWJ DATE: 7110196 FILE NAME:HAPPI.DWG
dSa70NAL Y'�61
DRAWN: KAK
SCALE: 1° = 2D' REL. 90G.: a
0 �00
+SD 1 +i00
+5D 2-
00 2-100
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CHECKED: JWM
S^- _ /S /� +25
r/ (s
+75
1 +25 +75 1
1 +25 +75 9 L +25
10 3 �r N0. REVISION BV APPR. DATE
III,
APPROVED: SHEET: 'j OF: 4
2014