HomeMy WebLinkAboutR-414205x
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PROPOSED 1" WATER METER
O PE C.O.R. STD PLAN 320.1 ON SHEET 8
(INSTALLATION BY CITY FORCES)
_ PROPOSED RPBA PER C.O.R. ,
I
f STD PLAN 350.2 ON SHEET 8 (TIP.),• 1
ZONING: IM ZONING: IM
3 TP 3340405140
LOT 25 TP 3340405125
I- w CURB LIGHT POLE LOT 30
SAWCUT & REPLACE
IN KIND PER C`V.R. � - _ � �0 - - 20.48 h - -
STD PLAN1110 3 -
PROPOSED 1" WATER METER ... ........
PROPOSED ONCRETE 1 SERVICE PER CO.R. STD PL�YNC ......:.'.'...'.'.'.'.'.'....'.'.'.'.....••'....21:14.......... ON G:
APRON TO CONNECT ( 320.8 WITH DVCA FOR IRRIGATION .......:. -'' X RERC N 36404 -50 0
TO RAYMON AVE. SW PER C.O.R. STD PLAN 3 8 _
PE C.O.R. STD PLAN 104 f - I (SERVICE AND METER �BE ........:.............:.:...........'. - I I ZONING: IM
20.i13 INSTALLED BY CITY FORCES) % TP 3340405125
(n.......'....'...'.'.'.'.'.'...'.'.'.'.'....'. ... '.-.'..'.. ..'...'.'. �� GRAVEL LOT 29
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ZONING: IM Uj GR 20;50 PROP�SED BUILDING .. 046 ....... -'.' CO:R,-•S7D•'PLAN....
TP 3340406430 z j. . . . FFE=20.5 .......'' \
RIDGE UNE
L� 20 1 .. ............
$.. fl(........ . _ ... _ . •........'.'...'.'...'.'.'.'.'...'.'.'.'.'.'.. '.'.'........:...'.'.....
Q a.O�.MIL� ...:...........'.'.'.:...........:.:....•.•.-.-..:...............''20:66
...
SDCB 3........
.....'.................................. '20.46.'... '
RIM=20.07 /....B .
..
z................
20.47 A: ..' .......... :. 0 / N VE GR TH E 110 A A
IE 12" IRON (E)-18.07 I _ ... ,. 2 ........ .............FLOW-'L'1
...
... .'..78-LF•8• DI' .....
.......................'.'.'.'.'. .' / ZONING: IM
IE 12" IRON (S)=18.07 3 I 4:09�
20.25 120.80 - .._...SD•: ®: 0:501GT - �C=. =• • ��._ _• _ ._ ._ ._ ... / GR 7, 5
' (S P PO D A NG LA BY 0 RS TP 3340405125
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SSMH 6 LF 8" DI / ASPHALT THICKENED EDGE I L 2 �� 1 LOT 28
RIM - 21.1 5 SD � SO ° 3 LF 8" DI SD C SD ® 0.509'
E 18" ADS (E) - 6.9 3 I 0 0. 0X (PER SECTION BELOW) 21.26 \
E 18" ADS (W)=6.53 E " �� �T �\
40 20' T7 LF 8 DI SD D J
IE 8" CONC. (N)=8.13
IE 8" CONC. (S)=8.43 3 ®Q57$ IE=18.10 / IE 12" IRON C E
� E 18" ADS CULVERT =17.64
_ =17.27 _ _ _ _
Z-Ss SS SS,kr T MIN. CENTERLINE 6TTCFfi
S SS
S SS ss ss ss _
SD' SO SO SO SS SS SS -
Z SD SD SD S .z,- SD -�- SD SS SS
NNECT TO 1EXISUNG SANITARY SEWER STUBSs ss
- - - - - - - - - _SEWER M,41N USING ---.o- W1SSC0 PER C.O.R. --
- - - - - - - = --- INSE�?TA-TI=ECONNECTION o -------------�---------------------------- ------------------
S D M H jl K S1D PLAN 403.1 & 406.1
SSCO RIM=20.Of . SSMH - - -
RIM=21.22 ti IE=718 RIM=21.06
IE 12" IRON (N)=15.87 SDCB 18" ADS (E)=7.16
EIM=20:96� � - - -
IE 24" ADS (E)=15.17 - - - - - 18" ADS (W)=7.01
RIM=20.32
IE 24" ADS (W)=15.17 SDCB 3 IE 18" ADS (N)-16.86 SW 16TH STREET - 8" CONC_ (N) 7.86
LLl a 1.5.66.
J IE 12" IRON (W)-18.17 I . . . . . .IE 24" ADS
3
Z G G G G G G� G G G G G G G G G G G G G G G'� G' G G G GGGG GG G G
GGG G Z
L4
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2 w w w- w- w .w w w w w w µ N w w- µ w w w w w- w- µ w 'N w w w w w w w w w w- w 2
N -. _____. - LAN STRIPE CURB
L- - -
GAS GAS.- GAS - GAS - GAS GAS A GAS GAS - GAS - GAS GAS GAS �t G B GAS S - A G A -GAS -GAS - GAS -Z
O RIM=20.45
IE 12" IRON (N)=17.60 -
2 IE 12" IRON (S)=17.70 SDCB
Q ZONING: GO RIM=20.38
TP 3340404003 E 12" IRON (N)=18.28
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 20l • IssaQuah, WA 98027 ■ Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433
112212021
CONFIGURATION ON SLOPING GROUND
DOWNSPOUT WITH CLEANDUT FILTER. SEE DETAIL
CLEANDUT PER STD, PLAN 226.00
10'MIN. LEVEL TRENCH WITH
PERFORATED PIPE SEE NOTE 1
5 .
MIN
II I
II MIN
I I
rc
CLEAN DUT PER
STD. PLAN 226 00
TO STORM DRAIN SYSTEM
- FOOTING DRAIN BYPASS - - 3• - - - - I - - - - - -
s
MIN. MIN. STO PLAN
PER
STD. PLANN 228.00 I
O STORM GRAIN SYSTEM TM
DOWNSPOUT
SEE WITH CLEANOUT JlII,
10' VEL MIN. LETRENCH WITH
FILTER- - PERFORATED PIPE. SEE NOTE 1 I
- - - - - - - - - - - - - - - --------�
CONFIGURATION ON FIAT GROUND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION
6• MIN. PVC
ON TOP AND SIDES OF TRENCH PER WSDOT
PERFORATED PIPE
SPECIFICATIONS SECTION 6-33,2(1) TABLE 3
PER ASTM D1795
SOLIDSI
�6•MIN.��
o
e c \l
LEAVES
�((•QQQ
1E•MIN.
ASNED
1DRAIN
FILTER SCREEN
?
ROCK
��1
TD
-`�
GROUND
24' MIN.
UNDISTURBED NATIVE SOIL
T:
MIN. VABOVE SEASONAL NIGH
TYPICAL DOWNSPOUT
FILTER DETAIL
GROUNDWATER TABLE
SECTION A
.L•li # A
I TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5.000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35.000 $F
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF
GENERAL NOTES:
1. INFILTRATION TRENCHES LIMR'ED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT
2 IMPERIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35.WD SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3 THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%
4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHER WISE NOTTD, DaA W ING 15 NOT TO SCNE INTSI
STD. PLAN - 263.40
PUBLIC WORKS PERFORATED STUB -OUT ° En
DEPARTMENT CONNECTION GAZ 9/28/2qDAT11
V4319;...
2 PER CITY COMMENTS RECEIVED 1106121 1 SRS 1 118121 1 NEW
1 PER CITY COMMENTS RECEIVED 11109120 1 SRS I 121212C NEM
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F. NOTES Ef• STD. RAN 10f 1
�Y STD. PLAN - 104
s` o
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY I yI10 „D.
1FN�` DEPARTMENT' ENTRANCE - TYPES C1, C2,
C3, and C-MAX
SURVEYED:
SCALE:
DBM
DESIGNED:
SRS
DRAWN:
PMD
CHECKED:
CJA
BY I DATE I AP P R I APPROVED:
CJA
VERTICAL: NAVD 1988
1'E=20' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
3" - CLASS B ASPHALT
(2 LIFTS)
3" CRUSHED SURFACING TOP COURSE
Know what's below.
Call before you dig.
%• CITY OF
RENTON
Planning/Building/Public Works Dept.
• 10 20
A_M
NOTES:
1. ALL CONSTRUCTION MATERIALS AND TECHNIQUES SHALL BE
PER CITY OF RENTON STANDARDS AND SPECIFICATIONS.
2. MAILBOXES SHALL BE PER USPS STANDARDS AND
APPROVED LOCATIONS.
3. ALL UTILITIES ON SITE SHALL BE PRIVATELY MAINTAINED.
KEY NOTES:
O#3
RIM= IM19.90E
IE=18.14
OCB#1 TYPE 1
PER C.O.R STD PLAN 200.00
RIM=19.80E
IE=1&26
-2k10' PERFORATED
STUB -OUT CONNECTION
PER C.O.R. STD PLAN
263.40
®0.009a SLOPE
OSDCO
#2
RIM=19.75t
IE=1&17
Q
SDCO #1
RIM=19.75t
IE=1&14
VARIES
181,
SLOPE (VARIES)
ONSITE PAVING SECTION
NTS
4" THICKENED EDGE
COMPACTED SUBGRADE
R-414213
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Nathan Janders 01 /27/2021
..J_
WASTEWATER UTILITY
Ann Fowler 02/01 /2021
SURFACE WATER UTILITY iu U
jfarah 01/28/2021 Qr�
U
WATER UTILITY W
agafour 02/04/2021 70 L>J
MADRONA ELECTRIC
GRADING do UTILITY PLAN
DATE:
1122121
Z
O
nELDBOOK: N/A
PAGE: NIA
DRAWING NO:
19656
SHEET: 0R Q