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TOP OF WALL= 428.25
VOLUME REQUIRED =1853 CU. FEET
VOLUME DESIGNED =2052 CU. FEET
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TOP OF WALL= 428.25
VOLUME
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N8821'10"V! 300.40'
CU. FEET
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
WITH AN APPROPIATE SEED MIXTURE, SEE SHEET 5 -22
KCSWDM PLANTING REQUIREMENTS
STA. 31+91.85, 52.0" LT.
TOP OF WALL = 428.25
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LEV= 427.75
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CB 4 TYPE -1
12 GRATE = 427.75
IE= 425.94, 12"
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TOP OF WALL= 428.25
POND SIZING:
DETENTION
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REQUIRED: 20,653 CUBIC FEET
PROVIDED: 20,653 @ 427.25 FEET
WATER QUALITY
REQUIRED: 5,294 CUBIC FEET
PROVIDED: 9,932 CUBIC FEET
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CATCH BASIN
RIM-429.30'
IE 12" CPP E 425.10'
IE
12" CPP N 425.15'
M E= 425.10, 12" (NEW)
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162LF., 12" I- 12(OVERFLOW)OS =0.50%
167LF6 15" CM S7/10.50%
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FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
CB #2, TYPE II -54'
RIM = 429.60
IE= 421.90, 15"
OVERFLOW= 427.75
RIM = 427.50
IE= 421.59, 15"
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IE= 425.13, 12"
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CATCH BASIN I
RIM= 427.06'
IE 15" CPP N 421.761IE15" CPP E 421.56'
IE= 421.56, 15" (NEW)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
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Project Number:
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10,
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tLV, 7' 5 ®12" 5 12'
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CATCH BASIN
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C8 3, TYPE I
12"
CATCH BASIN RIM= 428.70'
x5 ®12" 12° S)u5
RIM 4282' -. 7
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IE 12" CPP W 425.70'
I'-O"
w RIM 4529.30
u5 ®Ig"
E 12" CPP N -NE 425.90'
5 ®12°
430 I c........................ E= 2594712 ": VINYL COAT
BLACKIZTYPCALE
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2.007
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i TOP= 428.25
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REDUNDANT OVERFLOW
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r-I18" COVER MIN.
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OOy MITERED END
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162LF., 12" N- 12
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SANITARY SEWER
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MANHOLE
RIM=4
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1 12" CONC COOCOC 419.33'
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CATCH BASIN I
RIM= 427.06'
IE 15" CPP N 421.761IE15" CPP E 421.56'
IE= 421.56, 15" (NEW)
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
BTL
ENGINEERING
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WOODIN l= WA981InD4
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5, TOP -
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PROVIDE FREE- DRAINING MATERIAL
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LL!L R WALL COVER (CLEAR)
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I- -- -- FOOTING COVER (CLEAR)
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SOIL BEARIN6 PRESSURE: 1500 F5F CONCRETE STRENGTH: 2500 PSI
ACTIVE EARTH PRESSURE: 35 PGF STEEL 5lRENtGTH: 60 KSI
PASSIVE EARTH PRE55URE: 500 PGF
FRICTION COEFFICIENT: 0.40
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Project Number:
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10, 4' -O" 12" tLV, 7' 5 ®12" 5 12'
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C8 3, TYPE I
12" I6" x5 ®12" 12° S)u5
75
I' -6"
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I'-O"
w RIM 4529.30
u5 ®Ig" t5 ®12" 5 ®12°
430 I c........................ E= 2594712 ": VINYL COAT
BLACKIZTYPCALE
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a .......:.. 430
2.007 i TOP= 428.25 Jz
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DESIGN W:S.- 427.25
REDUNDANT OVERFLOW
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r-I18" COVER MIN.
U 7 s
OOy MITERED END 162LF., 12" N- 12
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W 7 TRAS]- RACI<.....
l.l....¢.
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wrn x22.74
10E- 167LF., 15" CMP ®S =0.50% 62LF., 15 "N -1205 =0.50%
OVERSIZED STEEL: SLEEVE
420 I 1 420
R.... CONCRETE WALL, DESIGNED BY OTHERS
4" :MIN. CLASS B" ASPHALTIC CONCR
PAVEMENT— 2 -2" LIFTS REQUIRED
6-MIN. CRUSHED SURFACING TOP COURSE SECTION A -A CATCH BAS71J
RIM 4 2N 0..76'_........ CONTROL STRUCTURE 1 95" GPP
iE CPP E 415" CB 2, TYPE 11 -54 CB #1, TYPE 11--:48" 4E= 421.56, J5' NEW)
RIM 429.60 RIM--427.50
IE= 421.90, 15" IE= 421.59, 15"
410
OVERFLOW= 427:25 410
BTL
ENGINEERING
19011 WaodmaLc Srob"mib Aoad \F Sui,e 100
WOODIN l= WA981InD4
rno=: azssfaalafl
Paz x28821_mw
E0. E0.
5, TOP -
I FF „-
Lu
0
l
i RH
R
PROVIDE FREE- DRAINING MATERIAL
K V
LL!L R WALL COVER (CLEAR)
2 T
RL
O
z -- -
I- -- -- FOOTING COVER (CLEAR)
2)
B low tW B
SOIL BEARIN6 PRESSURE: 1500 F5F CONCRETE STRENGTH: 2500 PSI
ACTIVE EARTH PRESSURE: 35 PGF STEEL 5lRENtGTH: 60 KSI
PASSIVE EARTH PRE55URE: 500 PGF
FRICTION COEFFICIENT: 0.40
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H Blo,., t„ Bbl9y, t,
Project Number:
FootlnqqGoval'c R RN RT RL
10, 4' -O" 12" tLV, 7' 5 ®12" 5 12' T)a5
g' Q" g" I' -O" 12" I6" x5 ®12" 12° S)u5
b' I' -6" g" I'-O" 12" U'd' u5 ®Ig" t5 ®12" 5 ®12° 3)b5
Project: )AYMARC HOMLS RENTON 7 Designed By: RHH Date: 06'11 -14
Project Number: Client: Scale: Page: SK -01
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420
COMPACTED TO 12"
MIN. DEPTH : I
YHVCMGIVI L —L LIfW rtCV'VIRCV.
SECTION B -B
410
R- 313908
COMM ND D FOR APPROVAL
By
By, Date, 7- /0' /y
Byl Date,
By, Datel
OFFE ENGINEERS ' GCE DMENSIONS, INC. ECA aam rt u win ;oe ,aa, loy'• d3 CITY OF RENTON 7 SHORT PLAT 02/10/2014
13932 SOUTHEAST 159TH PLACE — c D.L OFFE, P.E.
mu R E N TO N JAYMARC HOMES, LLC
RENTON, WASHINGTON 98058 A, 2J4W
D.L OFFS, P.E. POND LAYOUT 0 VA0 R
PHONE: 425-260-3412 o
OF,S e G Planning /Building /Public works Deft. NE 2nd COURT / NILE AVENUE NECONTACT :DARRELLOFFE,P.E. sipNA E 06/11/2014 NO. REVISION BY DATE APPR '" 8 '15
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