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7-1/2" X 7_1 /2"
PRESSURE TREATED CEDAR POST
1 /2" O 45' CHAMFER ALL EDGES
(2)#4 HORiZ. TOP do BOTTOM
& (2)#4 VERTICAL (PER SIDE)
II
II
1/4" CHAFFER
CRUSHED SURFACING
8-1/4"
A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
1" • 45' cHAJu1FER ALL AROUND TOP
PAINT TOP 5" WHITE ALL AROUND
REFLECTIVE MARKER (TYPICAL BOTH SIDES)
1" DEEP NOTOH ALL AROUND
GALVAMZED STEEL HASP FOR LOGk
2-4" STEEL HINGE VIEILDEO TO 9-1/4"x9-1/4" STEEL
DOR WTH 3/4" RADIUS ON 2 OPEN CORNERS
0" ItAND PLATE SPACER.
1/4" GALVANIZED STEEL PLATE SPACER
1 /2" DIA. x 2" ANCHOR BOLT, WELDED TO SPACER
2"x3/8" ,JOINT MATERIAL
e s -?. C OIIRETE SI Al K
11 ?
12"
NOTE.
2" MINIMUM CLEARANCE BETWEEN REBAR
& CONCRETE SURFACE.
Know what's below.
Call before you dig
REMOVAHI.F WOODEN BOLLARD
ADOPTED
Crrf Or itcNIrPN
STANDARD !'I.AP15
LST DATE; Od/04
DWG. NAME: H021 SP PAG€: H021
05/27/2020
HI. I. GJJ O(. V I ILI I I LHJLIVIE_IV Ii�..ivv.cv v.� cc.vv •�v
REC. NO.20090218000732
-S L #1, sYP�,2-48 - -v - - -- - - -
- C __0 STORM OUTFALL `\ EA, EL=520 00 `
O R-iM=519.9
I o 12"IE(W)-50/ STAV_V1+60.08, \ \
W W W N =507.87W\S-
h STA- 83.59
0/ 3 L� 1 Pv -P-IJa u c 0% - N 8 9° 1 1
--- _ - - -
--- _ XX XX XX XX�-$ _
SHE oHE - _ ---
X VAULT ACCESS VAULT ACCESS \ \
STA=1 +59.96 STA=1 +59.99
I4 + _ x
EASEMENT
-EA P E = 20.00
REC.NO.9902109005 `
SS P BLIC CB �1C
R 0+00.00 S A-1+ 4. - GENERATOR/ X COR STD +
9SURE� - BUILDTrRACNTLC�URE RIM
EA/PT, EL=520.18 0+5 .0 12"IE(W
(VAULT ACCESS 20 LF 12" PVC (PUBLIC �Il 6"IE(SW'
-- SSA=1--L44_01, 1 @ 1.0% S�� 6„IE(SE
�� 18.02 21-- - - - Ln 0 PUBLIC SDMH #21 TYPE -48 iSTA\�1+92.'
E =9M.45 - - + C,OR STD PLAN 201
I �. �/, o _ STflRM OIrTF�3�-`-X74
RACT C S =1 +4CESS / ✓ o 6 RIM-51 9.98 7a9 --
3.96,
I EA C, E 5 0. 0 0 "IE 50 I
45.02'L +ACCE S + ) ==507A
�� N. s ��
x o 751 i + 1 A-1 +07.1 1 �9 ° 7i650.0 7-
' 773 STA=1+35.73, 8.
VAULT DROP INLET -15,9 LF 1 ' \ PbC (PURL
" 12"IE(S)=511.80
VAULT ACCESS r EA PC �2T?.CM520- � y 109 �F 12'`�PVC (PURi� _0
--- VAULT ACGPSS---521 `
� ��A=r�3-3:2�-�� `-----------
6 LF 12" PVC �PUBLtC-)-@-0 50% STA � �5.73__8.15422Rq� 5� 2 22
--- - LIMITED INFILTRATI LIMI ED INFILTRATION - `` \ A
- � v � - - - CB #7, TYPE 1� v � ��766
522.07
CB #6, TYPE 1
RIM=521.52`, v
6aE(NE)-517.52
� VST LT ACC�\ \�
-
APN 16.761
-_
NO PARKING SIGNS
EA EL=522.87
' ,i------------
VAULT ACCESS '
`\ STA=0+48.29
r
s 8.00'-L'
\ L0EA, 4C-522.91
` VAULT ACCESS
` STA-0+48.23
10.001
` NO PARKING SIGNS
L
EA/BCW, EL= 522.52
VAULT ACCESS
\
STA=O+\27.1 5
v
1 2`48' L
J 5
--
---
--- -----
l-
�
N PARKING SIGN
v I I
\ I
\ I I
I
\ I
I
I
3 �
2
00
------------------
--- ____ _- ------
-
-+-++HOG
WIRE
FENCE
NO PARKING SIGN
POST PER COR STD PLAN 129
SEE NOTE A
LOG
O
O
O
O
RtV- 521.57 \
i 6"IE(NW)=517\\57\
\
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o
j PROVIDE BOLLRDS - fLT�ACCES5\
O
+
(4) PER DETAIL STA=1 + 1��.18,
vL
\\ CB#8, T1PE
o
`�?
i� THIS SHEET 16.01'R
i I `
RIM=519�C
o
i PUBLIC CB #5, TYPE 2-48 5
\N
i t
�C2"IE(NE)=515.0
@-
_
COR STD PLAN 201
R�M=520.24
I
N
I
STORM OUTFAL
STA=1 + 67,1 7.54'
v
1� IE(S)=51 1.93
T
12"IE(N)=511.83
a
12"IE(E)=511.93 3 i
I \\
LOT 2
A
STA=1 +25.73,0.00' v
\
j
EA, . EL=522.87�
i VAULT_QCCESS
N
STA=0+4� 75 i vv
I
\
077 8.00'R \ I
\
J
EA, EL=522.91`\ \
\
VAULT ACCESS
+,,V.81
"`� \
0
2 0 \01 \
770
-522.20
'
�S2
VAULT ACC SS �ti�
0�
STA=0+27. 6�h
1\
13.17'R 'I
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,:�
- a
../.;.
-- J .. •.r i'NQ'PARKIN
. � N '-
3
DWG(
0+00.00` P U 5 L`I,C ROAD ��
It
2+00.00 1 +50.001 \
PUBLIC CB #3, TYPE 2
COR STD PLAN 201
RIM=522.05
12"IE(E)=512.64
12"IE(N)=512.54 NO PARKING SIGN
12"IE(W)=512.64 POST PER COR STD PLAN 129
STA=2+07.56,13.28'R SEE NOTE A
PUBLIC VAULT ACCESS PLAN
Scale: 1" = 20'
FLOWLINE
STA=O+ 10.00
EL=522.16'
GRADE OUT=0.00% GRADE IN=0.00%
530.00 BACK OF CURB PC STA 1 �+15.73, EL=52q.59 -GRADE OUT =1 �5% � 530.00
STA=O+ 10.50 PT STA 1 +35.73, EL=520.00 PC STA 1 +59.99, EL=520.00
EL=522.16' LOW POINT: 11 +35.73, EL=5$0.00 PT STA 1 +81.57, EL�518.52
I I I I I I II
SIDEWALK
STA=O+ 18.50
--------------- ----
EL=522.132'
525.00 ---- - - - - --------- - - - - -- - 525.00
-2.00%------- ----
-I --- __I
0. o--1.50%-----
i 2.OP%949;
FINISHED GRADE 1 '0:00%_
520.00 - - - - - EXISTING GRADE I 13.75% 520.00
END OF HAMMERHEAD
STA=0+44.50 WETVAULT _
I 4"I DI (WATER LINE( EL=622.71' I I I I I I I II
PROPER LINE
Iw I< I STA=1 +8 .14
�L�W'
6 LF 12" CPE @ 0.50% 1
515.00----�--------- - I EL=518.4114'515.00
Z
Z_ _ _ _ _ _ _ _ _ _ _ _ _ _ •J
I� Uj
122 LF 12" CPE @ 0.50% I�
.cn w
ILd I--1--------1---- Io
of
510.00 a 1 1 - - - - - - - - - - 1 -- -- - 510.00
CB $ TYPE 2 C8 5 TYPE 2-418
RIM=522.13 RIM=520.24
12"IE(E)=512.64 12"IE(S)=51 1.93 - - - - - - - - - - - - - -
I 12" IE(IN)=512.54 I 112"IE(N)=51 1 A3
I 12" IE(W)=512.64 I I 8"IE(E)=51 1.93
STA= +09.28 STA=1 +25.73
I � I I I I I I I I II
505.00 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ------------ 505.00
DROP INLET
------- ------
I I I I I I IE=51 1.i30 I II
I I I I I I I I I I II
I I I I I I I I I I II 55
0+20.00 0+40.00 0+60.00 0+80.00 1+00.00 1+20.00 1+40.00 1+60.00 1+ 0.00 2+ O.ldS0.00
50.00' VC
GRADE IN=1.50%
GRADE OUT=-5.94%
PC STA 0+47.95, EL=522.76
PT STA 0+97.95, EL=521.65
PUBLIC VAULT ACCESS PROFILE
Scale. 0 / 5
LOT LINE (LOT 4)
20' WIDE TRACT
12' PAVED ACCESS FOR
WET VAULT AND SHARED
DRIVEWAY
1 L J I VI\IVI L/I\/-AIIV ` I I F
LOT LINE (LOT 3)
A VAULT ACCESS (PUBLIC)
PROPOSED GRADE
ALT PAVEMENT
IN) HMA OVER
IN) CRUSHED ROCK
R-40621 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 06/23/2020
ENGINEERING
& Civil Engineers
Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
READY FOR SUBMITTAL
MXP
05/27/20201
MXP
SURVEYED:
MXP
SCALE
SEE GRAPHIC
VERTICAL: AD 1 8 1
HORIZONTAL:NAD1983/1991
DATUM
CITY OF
• E N T O N
Planning/Building/Public Works Dept.
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
R E N TO N WA
VAULT ACCESS PLAN &PROFILE
`�"' 1:
05/27/2020
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
DESIGNED:
3
2ND REVIEW REVISIONS
MXP
04/05/2020
MXP
FIELDBOOK:MXPSurveyors
PAGE:P.O.
4
3RD REVIEW REVISIONS
MXP
05/27/2020
MXPDRAWN:VIDR
cM
ONE INCH
DRAWING NO:
4_ 44
0 U O � !l
V
CHECKED:
MXP
AT FULL SCALE
IF NOT ONE
SCALE ACCORDINGLY
ORDING
NO.
REVISION
BY
DATE
APPR
APPROVED:
MxP
SHEET: OF:
10 23
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