HomeMy WebLinkAboutR-398020iL . -
REFER TO SHEETS 08
FOR FRONTAI E DRAINAGE IMFRO�EMENTS SE 162ND ST
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CREIK_- ,NITARY SEW;" R
-PLANS
DOMESTIC SERVICE CONNECTION PER SOCS
• CREED{ STANDARD PLANS. CONFIRM METER AND
SERVICE SIZING WITH PLUMBING DESIGNER I~TYP
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I
ECORD DRAWING
FORMATION ADD, DI By TERRANE, INC.
EFIRESENTS€ RESUL S F `A SURVEY CONDUCTED
U . 2018 Lu p LOT 1
P
1ILAgLDG. CONNECTION
IE 477.69
1 13448 � I
4$O.1F 5" SEI 1
1 C9 TYPE 'I
1 = RIM 4BE.4'RIM=480,19 - - FOR FUTURE STUB FOR FUTURE
IE 477.57 E,Li cONNECTION BLDG. CONNECTION
1 " IE=477,54 _ I IF - - IE 478,45
1 I
16 LET 8„ SE)
74 g
PROPERTY LIME 4
cot -
r I I
1 `—Co TYPE 1 01
RIM 480.36 RIM=480,47 - c_:iI I
IF 477-25 RIM=477,32 I tr'I
� I � SHARED UTILITY - J
1 I EASEMENT (TYP)
CB TYPE 1 T f
r f RIM 479.64 RIM,6 1- r��: + I I
1 - ' IE 476.45 I E= 4 7 6, 4 5 -- —� -��- I ATEH-BASIN TYPE I
I J; — CATCH BASIN TYPE 1
STUB FAR FUTk1RE� RIM=479,983 RIM e RIM=481,04
_ IE- - IE S 476,8 I
1 II I _BLDG,-CGIN ECTIOhI _ - - - - IF �- IE=477,84
I: IE 476.91
51 LF 8SD -
1 - - -- — - - --` - - - ED MANHOLE 54' W/
_
FLOWCOP;7CjL 'ZrPUCT,IPF PRIVATE
I 4�I
1 rf yg RIM=479,55 r f' UNDERGROUND,_DETENTI$ FACILITY uII + I
' r f 4 =J f fi.5-E-LQiAM1ETEiR _ MAN I OLD SYSTEM I �•
f IE 78" 469,32 ' (6 DEAD STOPAGE) i - '
1 - �'-S _1 i4• _L__(12'-S, Du.T� 18„ - 469.9 7 - - - - - - - -
i
REFER 1-0 SOUS
CREEK SANITARY
SEWER PLANS
FOR SIDE SEWER
AND SEWER
MAIN EXTENSION
PLANS
PROTECT
EX UTILITY
PGLEI TO
RE ,AIN
Know what's below.
Call before you dia.
- - ---- _ - _ _- IF 469.81 �36" E, IN) 36" E=469,9T
- —
1� I
1�
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14 ��
- I
SHARED UTIOTY
1 EASEMENT (TYP). LOT 1
L — I
DETENTION ACCESS WATER SERVICE f
RISER (TYP) (TYP) ,
20 L F 8" SD STUB FOR
FUTURE BLOC,
CONNECTION � I
IE 476-39
AMk CATCH BASIN TYPE 1
C9 TYPE 1 SWALE
RIM 479,25 I y'' - ' — — RIM a> a RIIM=480,94- '
IE 476 I� IE=477,84
I I.:_L.-: - -
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coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 307
Seattle, Washington 98104
ph 206.596.7115
coterraenglneeri rig.Com
'�k Ap
7
SHARED DRIVEWAYS
6
CITY COMMENTS
5
CITY COMMENTS
35163
4
C" COMMENTS
IONAL
REVISION,
SURVDED,
MB
3 29 17
PA
Me
M8
9 09 16
PA
MB
8 15 16
PA
me
M8
7 07 16
PA
c►caeo-
PA
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DATF
i APPR
ARPRO44L.
5CALE
1p=1D1
ONE iNC^H
tT FULL SCALE
1F NOT ONE INCH
SOLE 1CCOMNGLT
VERTICAL "A o 19H8
HOWZONTAL- NAD IQ$7r1991
I
TLJ M
IN COMPLIANCE WITH CITY DP RENTON STANDARDS
DEVELOPMENT ENGINEERING
arianne Bannwarth 06122i2017 '
SURFACE SKATER UTILITY
R
rstraka 0612012017
CURRENT PLANNING
mdavis 06/20/2017 01,
Wms
I. SEE SHEET CI AND C2 FOR GENERAL NOTES, GENERAL STORMWATER
NOTES, AND GENERAL SANITARY SEWED NOTES,
2. ALL ROOF DOWNSPOUT CONNECTIONS TO THE FUTURE BUILDING STUB
OATS SHALL BE PERFORATED PIPE, MAINTAIN 5' MIN, SEPARATION FROM
BUILDING-
3. ALL WORT{ SHALL BE IN ACCORDANCE WITH CITY OF RENTON AND SODS
CREEP{ SEWER AND WATER STANDARDS AND REQUIREMENTS.
4. SEE S005 CREEK SEWER PLANS FOR SANITARY SEWER MAIN WORK AND
SIDE 5EWER STUBS WITHIN THE RIGHT-OF-WAY.
5- VERIFY SIZE OF NEW WATER METER AND SERVICES WITH PLUMBING
DESIGNER AT TIME OF BUILDING PERMIT.
B- COORDINATE METER INSTALLATION WITH BUILDING PFRMIT. PROVIDE 18"
MIN. COVER OVER DOMESTIC WATER SERVICE. (DOMESTIC WATER SERVICES
SHOWN FOR INFORMATION ONLY.)
LEGEND
4
CB TYPE-1 �_ 1 �
DETENTION TANK MAINTENANCE ACCESS
CB TYPE-? 48"
STORM DRAIN MAIN
-' — — • — — ' — - STORM DRAIN SERVICE
SANITARY SEWER MAIN
• not mo 0 SANITARY SERVICE LINE
0 CLEANOUT
-- — — WATER SERVICE LINE
WATER/FIRE MAIN
— — — — — SWALE
i
WATER MI`TEF?
ASPHALT CONC PAVEMENT �
�15
TABLE OF DRAINAGE AREAS
TOTAL LOT
AREA
MAX IMPERVI
BY ZONING
REDUCED
MAX IMPERV
REDUCTION
IN IMPERV
LOT 1
5,039
3,779
2,728
1,052
LOT 2
5,032
3,774
2,724
1,050
LOT 3
5,940
4.455
3,215
1,240
LOT 4
1 8,834
6.625
1 4,782
1 1,843
LC�T 5
5,On5
3.799
2,742
1,C157
(ALL AREAS IN SF) TOTAL
FLOW CONTROL BMP
IMPERVIOUS
AREA CREDIT
1,052
1,050
785
0
1,D57
3,343
CONSTRUCTION PERM T SUBM TTAL
DATE:
D TY OF LIMELITE SHORT PLAT/e/17
F iEILH1�K.
RENTON 16204 114TH AVE SE, RENTON, WA 98055 PAYE:
4PAWING NO:
Planning/Building/Pijbllc Works Dept. DIMINAGE AND UTILITY PLAN C5
R-398020