HomeMy WebLinkAboutR-402606N
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N A SEPARATE
PUILDING PERMIT FOR
RETAINING WALL
NOTE:
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WALL HEIGHT: SEE PLANS
FOR ELEVATIONS
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MAX.
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MAX.
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THICKNESS
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FOOTING
WIDTH
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FOOTING
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FTC.
DEPTH
WALL
REBAR
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REPAR
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41_611
$II
31-411
11- 91'
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2411
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`1� SITE iR67o41NIN4q WALL
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AFTER POST INSTALLATION
GROUT FILL THE SPACE WITH
Boo PSI NON -SHRINKABLE
NON METALLIC 100/
FLOWA>3LE GROUT
3/411 CHAMFER
cft
FIN. GRADE FLOW LINE\
OR SLAB
3" DIA. (INSIDE DIA. ID)
A6TM-A53 x 'B" TALL
EMBEDDED Yz" DOWN FROM -
TOP OF WALL 6 40" O.C. MAX.
211
CLR
*4's@12" O.C. HORIZ.
O.C. PERT
QUAK I tK: INL- 5tL I IUM. JZ- I UVVINIJ 11 *. L41N- KAINvt: � t
PORTION OF THE NE 1/4 OF SECTION 32, TOWNSHIP 24N, RANGE 5 E W.M. CITY OF RENTON , KING COUNTY, WASHINGTON
PROVIDE 2'-0" WIDE X 3'-0" DEEP X q0'-O"
LONG CURTAIN DRAIN USE 6" PERFORATED
PVC-SCH 40 PIPE (WITHIN TRENCH) WITH IE
TO BE 6" ABOVE BOTTOM OF TRENCH
4" DIA. PERFORATED
FOOTING DRAINS
CONNECT TO GB#1
i1 I 1- /_ I I � I A Y9,
9 29/6 MIN 5LOPE
-x-x-x-x 66_WIXRE FENCE X
CATCH BASIN (TYPE 2)
RIM = 194.12
IE(NE) 8"PERF = 190.87
IE(S) 8"CPEP = 188.12
IE(W) 18"CPEP(SAWED) = 188.02
0.5' RIGHT OF WAY
DEDICATION ALONG °
PROJECT FRONTAGE TELEPHONE PEDESTAL
I -- FOUND 1 /2" RE AR/C 0.` .. _----- ====(@
I \ #30341 ,
,x- " $i'AI n 4'DIA
x -�I
I VrT\A`?Y `� FO D 1 /2" R AR/C ��194„IP LINE (TYP)_ of TOP' 19(0.00
FOUND 1 /2 REB CAP SOT: 194.00'
#23345 WEST 0.28 F , ��`� 790 �o RETAINING W__ALL _ STE \ 44' A
CALC. POSITIO FOR 18s� °' a' PER DETAIL 1/05
•I /
� �� , � M E/5p" _ 1_ N ,OI 3Q'08 E 17. S
NORTH LINE OF LOT 5 1 _ J-
184 18 120.20 i
6" DIA. SOLID PVC--I�B'DyA ;��
I
ROOF DRAIN LINE GO No
� PER MAPLE �i D%�2" \ DIA TOP= I94.00' /
. , �v .'`om SOT: 190.00'
1.0
DOWNSPOUT DETAIL 1/C�� ` , / 1 --,
GLEAN OUT (TYP.)
GO r> -\N\\TOP 04.00
PT: 182.00RESIDENCE \'
/ / a
18"x18"x48" DEEP TOP: 12.50'
Rg
GARAGE i , ` SANITARY S W MANHOLE Gv
YARD DRAIN SOT: 1� 1.50' dJ� SLP�B ®17 :> 6 , RIM = 18
RIM EL=174.00' �� 1 , • :j• IE(N,,,-;,) 2"PVC 174.81
BLOW OFF
PIPE IN (6 D.I. ROOF MAPLE IA loe\ '\'-CATCH BASIN (TYPE 2)
I`� �\ ,�:• :` .
DRAIN/DOWNSPOUTS) = 172.00 = �, �� � ENTRY • �... 2
PIPE OUT (6 PVG TO PERF PIPE)= 171.00 - �-' : < SOP: 18 .00
�� RV.I��JS.:::, 5OT: 118.
(FEILD VERIFY ALL ELEVATIONS) TOP: 112.50
62LF 6 DIA. D.I.
`
2% MIN. SLOPE
G v
(CURTAIN DRAIN TO CB) TOP:
1�2.00
I
SOT:
1�8.00 ,
3OLF 4" DIA. D.I.
1 ,__,
® 2% MIN. SLOPE
PLE/3s'DI\�-
Y�
(FOOTIING DRAIN TO C5)
TOP:111BO'
I
BOT I (o Z)
: ARI 22 1
:- . •; `..
l
� G
�
24"CPEP
IE = 181.09
,-Qkk 14LF 6" DIA_ PVC,
(ROOF DRAINS TO GB)
IILF 6" DIA. PVC
.•. P1i ♦ II ♦ 1 I , ---
(ROOF DRAINS TO CB)
NEW GB-02 (IN -STREET)
-01 (ON -SITE) „ e TOP: 1II.50 (TYPE 1) 34"x30"
(TYPE I) 34"x30,, FOUND 1 /2 RE P-
#28238
RIM EL=167.00'
3/411 = 11-011 INV. EL= 162.00'
PIPE IN (4" D.I. FOOTING DRAINS) = 166.00' oN/
PIPE IN (6" D.1. FROM CURTAIN DRAIN) = 165.00' /
200 L" PIPE IN (6" D.I. FROM PERF PIPE) = 165.00'
POINT LOAD PIPE OUT (0" D.1.) = 164.50'
32LF 8" DIA. D.I.
2" DIA (OUTSIDE DIA. / o
(FEILD VERIFY ALL ELEVATIONS) ® 2% MIN. SLOPE t
/
OD) ASTM-A53 e 4'-011
O.C. AS PEDESTRIAN SANITARY EWER NH
FENCE POST RIM = 1 1.95
IE(N,S, 12"PVC = 15 5�3
Y2" RECESS
rl
(4) *4x2'-O" LONG
WELDED TO PIPE
(SOCKET/ EMBED)
GRADE 4m BAIRS
(WELDABLE)
•
(4)'03 REBAR HAIRPINS
(2) EA. SIDE OF PIPE n
1211
SOCKET/EMBED @ 6" O.C.
V
NOTE: FOR BALANCE OF RETAINING 811
WALL INFORMATION SEE RETAINING WALL
WALL DTL THIS SHEET
i2� 4U�4j@D RAIL�4T R-T�4INC� WALLWALL\G5
1 1/2" = 1'-0"
17LF 8" DIA. D.I.
® 2% MIN. SLOPE
EXTEND A 12" D I A
D.I. PIPE &'0" INTO
EXISTING DITCH AND
PROVIDE ROCK PAD
SOT: 1 13.50' RIM EL=1-14.501
PERFORATED PIPE I NV. EL = 161.501
TO : 113.00CONNECTION IN 10'X2'X2' PIPE OUT (12" CPEP)= 170.65'
5OT: 112.00 WASHED ROCK TRENCH
PER DETAIL ON SHT GII PER
VERIFY ALL ELEVATIONS)
1 25LF 6" DIA. D.I.
29/6 MIN. SLOPE
TOP: 1-11.50' (PERF. PIPE TO CB)
SOT: 1-11.00'
(TRANSITION TO CURS)
-00 LF 12" CPEP PIPE
(g) 8.14516' SLOPE
\NEW GB-03 (IN-STRET)
(TYPE 1) 34"X30"
RIM EL=167.16' +/-
I NV. EL = 162.16'
PIPE IN (8" D.I.)= 164.50,
PIPE IN (12" CPEP)= 163.721
PIPE OUT (12" D.I.)= 163.471
(FEILD VERIFY ALL ELEVATIONS)
E;)RA I NAGE CONTROL FL -AN n ��
1
RESPOND TO CITY COMMENTS
2
RESPOND TO CITY COMMENTS
3
RESPOND TO CITY COMMENTS
4
RESPOND TO CITY COMMENTS
NO. I REVISION
/21/2019 SURVEYED:
/21 /2019 DESIGNED:
/16/2019
0/31 /201 DRAWN:
CHECKED:
BY DATE APPR APPROVED:
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
C TY OF
,R RENTON
Planning/Building/Public Works Dept.
RIM
= 188.25
IE(N)
24"CPEP = 181.40
IE(S)
24"CPEP = 181.34
IE(S)
12"STEEL = 181.54
NOTE:
STEP BOTTOM OF FOOTING
50 THAT FINISH GRADE IS 10"
Aif3OVE BOTTOM OF FOOTING
IN
LE-C�FEND_
• FOUND 1/2'I RE13AR/CAP AS NOTED
L 5ET LINE STAKE
UTILITY POLE
- o-UTILITY POLE UJITH LUMINARE
mi POUR RJEMETE
® UJATER METER
� HYDRANT
UJATER \/AL\/E
CATCH SAS IN
SANITARY SEUJER MANHOLE
c& CLEAN OUT
a GAS 1/ALYE
GAS METER
- c - APPROX. GAS LINE LOCATION
- W - APPROX. UJATER L INE LOCATIONR - s - APPROX. 5ANITA,1' 5EUJER LINE LOCATION
-OH- APPROX. O\/ERHEAD UTILITY LINE LOCATION
DECIDUOUS TREE
CONIFEROUS TREE
x/x SIZE OF TREE / SIZE OF DRIP LINE
R-402606
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING CURRENT PLANNING ,, 7
jchavez 11 /12/2019 W vdolbee 11 /13/2019
SIERRA HOMES, INC.
3802 MONTEREY PL NE RENTON WA. 98056
DRAINAGE CONTROL PLAN
U
Z
I
DATE: u_
8/31/2018 LLJ
FIELDBOOK: L
PAGE: O
DRAWING NO:
C5 =
SHEET: V G OF: 12
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