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RIM 373.59
NEW 18" IE 370.69 (NE) IN
EX. 18" IE 370.78 (N) IN
EX. 18" IE 370.61 (S) OUT
SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E
.9 W. A4*
SHE ENCLA VE A T BRIDL E RIDGE
PER WSDOT STD. PLAN
L-20.10-02 TYPE 3
390 _ PIL
380
370
360
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SECTION A -A
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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1 CITY COMMENTS 11.13.14
D.R. STRONG 2 C17Y COMMENTS
CONSUL TING ENGINEERS 3 Cmr Coes
4 MYUIRS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033 NO. REVISION
O 425.827.3063 F 425.827.2423
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
390.PSL
ACCESS ROAD CROSS SECTION
?4nF-
DETENTION SUMMARY SHEET
*RIP RAP PAD SPECIFICATIONS
R/PRAP SHALL BE REASONABLY WELL GRADED W1 TH GRADATION AS
FOLLOWS:
MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER)
MEDIAN STONE SIZE • 16 INCHES
MINIMUM STONE SIZE .• 4 INCHES
RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS
ASSUMED TO BE APPROX/MA TEL Y 3: 1
F00 TING NO TE
RETAINING WALL WILL SUPPORT A PORTION OF THE POND EXCA VA TION
AND LIVE STORAGE. PER THE GE07ECH, SOIL CONDITIONS
THROUGHOUT THE POND EXCA VA TION ARE EXPECTED TO CONSIST OF
COMPETENT GLACIAL TILL DEPOSITS. GIVEN THE RELA TI VEL Y
MODERA 7E 3H: 1 V SLOPE LA YBACK FOR THE POND EXCA VA TION, A
STANDARD FOOTING EMBEDMENT SUFFICIENT TO ACHIEVE FIVE -FEET
TO "DAYLIGHT" IS ACCEPTABLE. "DAYLIGHT" IS DEFINED AS THE
HORIZONTAL DISTANCE BETWEEN THE BOTTOM EDGE OF FOOTING AND
THE FACE OF THE 3H: 1 V SLOPE. A TWO TO THREE FOOT
EMBEDMENT OF THE FOOTING WILL LIKELY ACHIEVE THIS CRITERIA. A
GEOTECHNICAL ENGINEER SHOULD BE ONSITE TO OBSERVE THE
FOOTING EXCA VA 77ON AND EMBEDMENT DEPTH TO CONFIRM
CONDI TIONS
6' CHA/NL/NK FENCE TYP.
RETAINING WALL
MAX/MUM ji
3Rn _ _ _ --------
HEIGHT 6 -FEET
s (UNDER SEPARA TE PERMIT)
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
MATM
.:
m -
N
02.13.15
N
SURVEYED:
SJS
O
A
05.19.15
'
DESIGNED:
1 L
MAJ
07.13.15
MAJ
MAJ
07.23.15
MAJ
DRAWN: YLP
CHECKED:
MAJ
BY
DATE
AP P R
APPROVED:
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
390.PSL
ACCESS ROAD CROSS SECTION
?4nF-
DETENTION SUMMARY SHEET
*RIP RAP PAD SPECIFICATIONS
R/PRAP SHALL BE REASONABLY WELL GRADED W1 TH GRADATION AS
FOLLOWS:
MAXIMUM STONE SIZE: 24 INCHES (NOMINAL DIAMETER)
MEDIAN STONE SIZE • 16 INCHES
MINIMUM STONE SIZE .• 4 INCHES
RIPRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS
ASSUMED TO BE APPROX/MA TEL Y 3: 1
F00 TING NO TE
RETAINING WALL WILL SUPPORT A PORTION OF THE POND EXCA VA TION
AND LIVE STORAGE. PER THE GE07ECH, SOIL CONDITIONS
THROUGHOUT THE POND EXCA VA TION ARE EXPECTED TO CONSIST OF
COMPETENT GLACIAL TILL DEPOSITS. GIVEN THE RELA TI VEL Y
MODERA 7E 3H: 1 V SLOPE LA YBACK FOR THE POND EXCA VA TION, A
STANDARD FOOTING EMBEDMENT SUFFICIENT TO ACHIEVE FIVE -FEET
TO "DAYLIGHT" IS ACCEPTABLE. "DAYLIGHT" IS DEFINED AS THE
HORIZONTAL DISTANCE BETWEEN THE BOTTOM EDGE OF FOOTING AND
THE FACE OF THE 3H: 1 V SLOPE. A TWO TO THREE FOOT
EMBEDMENT OF THE FOOTING WILL LIKELY ACHIEVE THIS CRITERIA. A
GEOTECHNICAL ENGINEER SHOULD BE ONSITE TO OBSERVE THE
FOOTING EXCA VA 77ON AND EMBEDMENT DEPTH TO CONFIRM
CONDI TIONS
6' CHA/NL/NK FENCE TYP.
RETAINING WALL
MAX/MUM ji
3Rn _ _ _ --------
HEIGHT 6 -FEET
s (UNDER SEPARA TE PERMIT)
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
MATM
.:
m -
N
SECTION B -B
& CITY OE
RENTON
Planning/Building/Public Works Dept.
0+40
0+80
383817
PROPERTY LINE
?7 MIN.
RECOMMENDED FOR APPOVAL
BY: Date: 7h7 /S
BY: Date:
BY: Date:
BY: �=-- /U'�^�' Date:./mak/dS
THE ENCLAVE AT BRIDLE RIDGE
DETENTION POND DETAILS
U14005368
DRS PROJECT N0. 13117 1A - NINININIA
10.03.14
FIELDBOOK:
PAGE:
DRAWING NO:
C17
SHEET: OF:
17 29
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SECTION B -B
& CITY OE
RENTON
Planning/Building/Public Works Dept.
0+40
0+80
383817
PROPERTY LINE
?7 MIN.
RECOMMENDED FOR APPOVAL
BY: Date: 7h7 /S
BY: Date:
BY: Date:
BY: �=-- /U'�^�' Date:./mak/dS
THE ENCLAVE AT BRIDLE RIDGE
DETENTION POND DETAILS
U14005368
DRS PROJECT N0. 13117 1A - NINININIA
10.03.14
FIELDBOOK:
PAGE:
DRAWING NO:
C17
SHEET: OF:
17 29
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-ft
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