HomeMy WebLinkAboutR-428305Co M
0
N 00
N 'zt
LU
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I
I
W ITE LANE
0 STRIPE 3 �
REPAIR\REPLACE
CONCRETE SIDEWALK PER
COR STD PLAN 102 (TYP)
SSMH
RIM=519.75
IE 8" PVC (E)=511.65
IE 8" PVC (S)=511.75
IE 8" PVC (N)=511.85
. . .
ss. s
N
SANITARY SEWER STUB W/ I 3 N
SSCO PER COR STD PLAN
406.1 (TYP)
TYPE 1 CB W/SOLID LOCKING LID
RIM=51 &80f
IE=514.20 (SE) 6" .
W
z3
W � W
N
Q . . .LU
N
RE -USE EXISTING
WATER METER AND
SERVICE FOR LOT 3
(SEE WATER NOTE)
POWER POLE
WITH LIGHT,
TRANSFORMER
& 2 PWR DROPS
w w
USE EXISTING DRIVEWAY
ENTRANCE ON NILE AVE.
FOR LOT 3
22 LF 12" I . . .I
PVC ® 3
0.59
PUBLIC TYPE 2 CB FL
RIM=517.14t I LINE
IE=509.62, (E) 12"
IE=509.37, (N,S) 15" 3
15' RESIDENTIAL 3
DRIVEWAY PER COR
STD PLAN 104.3
SSMH /
RIM=516.85
IE 8" PVC (S)=507.85
� 3
WHITE LANE
STRIPE
I
SDCB
RIM=514.95
IF 1.5" Arlo (N)=.5nR q.5
TAX PARCEL 112305-9087
736 NILE AVE NE
CONNECT TO EXISTING
'EWER MAIN PER COR STD
SDCB
RIM=515.48
IE 12" DI (E)=513.08
M POWER POLE
WITH LIGHT,
0
DRIVEWAY AS NEEDED
FOR ACCESS TO NEW
ACCESS RISERS.
SDMH
RIM=518.51
IE 12"
ADS
(N)=510.71
IE 12"
ADS
(NE)=510.61
IE 15"
ADS
(W)=510.51
IE 6"
PVC
(S)=505.61
TAX PARCEL 638930-0120
TRACT A
SSMH
RIM=518.17
IE 8" PVC (E)=512.77
IE 8" PVC (W)=512.67
I
I
OLYMPUS VILLA
VOL. 260, PG. 26 I
SDCB
RIM=517.87
IF 1?" nI (0=51.5 6?
LOT
9.�14 SF
TAX PARCEL 638930-0110
5718 NE 7TH PL
LOT 11
I
I
-PAVEMENT RESTORATION PER COR
STD PLAN 110, 110.1, 110.2 (TYP)
I- WATER METER SERVICE (TYP)
(SEE WATER NOTE) SDCB
RIM=519.4
IE 12" DI
" W w I E 12' '' wDa-
IE
RETAIN EX / 6" PVC
5' SIDEWALK
=515.00,V 6" (SW)
STONy1EIGHTS NORTH
SHOK PLAT
VOL. 373\ PG. 69 3 z
\ I EA
1 NA
B
ch
\ cr
88.50'
75.00' R
LIMITED INFILTRATION
PER DETAIL SHEET 5 (TYP.)
OCA71ON TO BE
M&WtHISINGLE FAMILY
PERMIT
TAX PARCEL 112305-9130
5717 NE 7TH PL
LOT 2
I _ TAX PARCEL 112305-9136
TRACT B
5.� APPROXIMATELY 2,800 SF OF
LAWN AREA IN THE SOUTHEAST
PORTION OF THE SITE TO BE
GRADED TOWARDS OFF -SITE
7' S19 / WETLAND TO THE SOUTHEAST. NO
A - - 70.26' _ PORTION OF ANY BUILDING CAN BE
22" APL WITHIN THE HATCHED AREA.
26" APL--
TAX PARCEL 112305-9135 �b _
TRACT A _518
L
2' COVER MIN OVER 54'x15'x84"0 CONTECH CMP
S TER DETENTION TANK PER
FACCILITYILITY DETAIL SHEET 5
IE=509.73
BOTTOM=509.23
MAX WATER EL=516.23
TOTAL STORAGE=4,168 CF
STORM NOTE:
ALL STORM FEATURES ARE PRIVATE IF NOT
SPECIFIED.
FIRE SPRINKLER NOTE:
FUTURE HOMES MUST BE EQUIPPED WITH
DISTRICT APPROVED FIRE SPRINKLER SYSTEM.
ACCESS OPENING NOTES:
• ACCESS OPENINGS ARE REQUIRED WITHIN
50 FEET FROM ANY LOCATION IN THE
FACILITY AND WITHIN 5 FEET OF EACH
TERMINAL END.
• ALL ACCESS OPENINGS MUST BE
READILY ACCESSIBLE BY MAINTENANCE
VEHICLES PER SECTION 5.1.8 OF THE
2022 RSWDM.
EncoMDass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 - Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
0- M E
S V WAS, 4
CROSSING KEYNOTES:
TOSS=513.48
VERTICAL SEPARATION=3.61'
O2 BOW=517.48
TOSS=513.82
VERTICAL SEPARATION=3.66'
*PROVIDE ETHAFOAM FOR VERTICAL
SEPARATIONS UNDER 1.5'
1 I PER CITY COMMENTS
2 SITE PLAN & DRAINAGE PER CITY COMMENTS
I SO 201164to] II
CJA
03108124
SURVEYED:
DBM
NEM
08/21/18
DESIGNED:
SS
DRAWN:
PS
CHECKED:
CA
BY
DATE
APPR
APPROVED:
CA
0 5 10 20
SCALE 1 " = 20'
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
ELEV=518.00
OVERFLOW RISER ELEV=516.73
0
23/32" DIA
ORIFICE
PIPE SUPPORT:
3"x.090 GAGE
BOLTED OR INBEDDED
2" IN WALL AT MAX. 12" S.D.
3' SPACING. MIN OUTLET PIPE
ONE SUPPORT.
1
INV=509.73 0
1' SECTION OF PIPE I
ATTACHED BY GASKETED `V
BAND TO ALLOW REMOVAL
z_
RESTRICTOR PLATE
L21/32"DIA
ORIFICE N
MAX. W.S. = 516.73
HANDHOLDS, STEPS OR
LADDER
CLEANOUT GATE
� 12" S.D.
INLET PIPE
\INV=509.73
54" DIA
CONTROL MANHOLE, TYPE 11, 54"
N. T. S.
Know what's belOW.
Call before you dig.
CITY OF
• RENTON
Planning/Building/Public Works Dept.
N
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I
N
A,
LJ
H
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R-428305 S-428301
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EDEVELOPMENT ENGINEERING SURFACE WATER UTILITY CD
HHuynh 09/27/2024 JFarah 09/27/2024 _
cn
WASTEWATER UTILITY cn
jstowell 09/27/2024W1
DATE: O
SIERRA HOMES SHORT PLAT 06/19/2024 =
L LI A 2 2- 0 0 0 31 5 FIELDBOOK:
PAGE:
DRAWING NO:
UTILITY AND GRADING PLAN 21706
SHEET: OF:
5 10 V)