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�p�oo ogg��0o30000 �p�oo ogg��03�00 �p�oo ogg��0o3�00 nnn 12" CMP CULVERT I�I�I�
T V o 0 o gg�� 0�3�300 IE SE. END-199.25' Tr V o 0 0 �°
1 W/ TRASH RACK
\ ` ' "OA 12 W t30"
- 10�1h4' o vn I I , 6 OAl2"OA ` \ 1000.00, Rio 30
\ \ N89°40'63"W 6"OA f0"OA ST \\
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2 6 FNC. _
\' \ \ \ l 10"M 76 co ! 6� p \ \ \ 8"OA ZOna.ad 8"OA "OA 12"oA 12"OA 12�OA \l2 U < < �� 12"OA 1 A O, 92` �\ `,9 up 0 204 N \ 20" OT N O .�
2 M \ \ 3 cP o 66 10"OA W O,. 6� O O 29
\ \ 2' GRAVEL DISPERSION A B" 11�'q 8"oAI 6"qA \ \ u' \ \ \ I I F �.' \ W
8 AM 10 M l \ \\ \ \ \ \ \\\ \ Qo \ I I 1 1\ \ \\ \ 7)g\ NCH, SEE ROAD `� 0 175.1 `� \ \\ I i 6 A 8"oAII \6 OA \ �\ \ \ 26"CO ,\, \202
7 5€THIS SHEET I N I L i " Q \\ I 30 I I r 'g) \ \ \ �f,Z �f \ \ \ A A6 2�0 2p0 d
\ 1 I I \ \ \ % a OA I SHEDSHED l \ \ 8" 1RT 1 8 14 \ " ACAS w w w w
c� I I I : I 1 \1 II 10\ _ 6 Af\\ \\> I \- - - - - c/ F- n�az I - 8" \` I �`{ ��I I �8"OA 0 COT I \ 8 4�1t[J 2 114 36 M \ 12"M12 M J o
c LtM o III I- I , co o16 M� M R-25'7 /16 COT I 08 A 1 /0/ '2> ` 1 6 A
d '7O p I 26.5' FLOW PATH MIN . \ \ J
o f0CoS �' 8„C! 6" ` O2: a 1 \ 1ddv2 STORY W000e•I8Dll-:L vEF Lfl 6'8 N 9 \O . 6" " Tf A PEBUILDING6 a_o - c>P ••,• O . �6 / 4A) 1 \ I I T12 M <- i 10"C �9 8 M 79 1 / 4Jy \ o N w w
BASEMENT �`- r \ \ 0- I �,(
LLI I I I 8' \ 6 M \ I I Oe p toot. o�, .`) s /y 00 \ \ o I o100' o �g .�
I I 1 FFE=153.29' I .i ' 1 'T4 M 8"oA I '(I 6 D ^ 4/� M I c� ACA
o I I I I I, �, \ \ �+ 45' t 1 ,,,� \ "",` : x 2 STORY WOOD I " 12 q I ,I p� ' 2e"M N TYPE 2 WETLANQ �o
/ I °} �. . -� o I BUILDING 1 1 O 6"M I I Q�^
I 16COT \ 8�A 8 6"M N �p w w W
TRANSITION X-SECTION o I' \\ \ \ \8 " 8"lN o 20"M M A�A3 y m `v
I a I J�I I oP i BETWEEN STA:1+21 & STA:1+35 ,,'°� \ \ _: 1 8"oA -tO�A s"0A �� ` \'!y�/8 M N \8 e. �g M I o o�a
1�l �_ r �_or - r. / �_ - \ i 28"M or or \ \ \ 6 M ti Y 10" 6"M 8" \ \ Qo
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I- OP !o - - - - - T 1- - ;'r : - '- - "1= �!1S - - GOS GAS AS�j=4AS-� GAS \ AS+ -, GA / C" 1 A A Y � T8�0 \ 38"C
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G�.� - ,.. HICKS R-25' \
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5`--- - K _ N89°4f 'W N 6
- i .1N j 5 �.' >- `� T--BAR POSTS STA: 1+24; 15' LOCKING BARRIER GATE 184 -186 - �989.81 \ } ACA1
4" CONC. CULVERT cuLVERr� ' ASPHALT PEDESTRIAN PATH RIMARD173sI I I
I
lE E. END=151.11' IE NW. END=153.56' AROUND END OF GATE. PER IE 4 FLEX 0 W.=172.69' I �'
Goo No SE. END FOUND SCHEMATIC THIS SHEET.
ADJUST EXIST. YARD
DRAIN AS REQ'D
�� TPH-9,4 577500,40000 \ \\ s$FNC II I
�I •
16' EMERGENCY ACCESS I I
- GAS GAS - GAS SEE PROFILE A I I
STA: 0+24 OFFSET: 0.0' \\ ✓ I I
CB-1 I I
TYPE 1 W/ RECTANGULAR I
VANED GRATE
DRIVEWAY APRON PER COR
STD. PLAN 104.1 /
1 /
40 0 20 40 80
1 "=40'
4' TO 6' FENCE, LOCATION TO BE COORDINATED
WITH PROPERTY OWNERS PRIOR TO CONSTRUCTION
4" MIN. COMPT. DEPTH HMA CLASS 1/2"
2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS -B) MAY BE REQUIRED PENDING SOIL CONDITIONS
ACCESS ROAD SECTION STA: 0+15.29 TO 1+21
NOT TO SCALE
6" DEPTH CRUSHED -
SURFACING TOP COURSE
4" MIN. COMPT. DEPTH HMA CLASS 1/2'
2" MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4" MIN. COMPT. DEPTH CRUSHED SURFACING BASE COURSE
GRAVEL BASE (CLASS -B) MAY BE REQUIRED PENDING SOIL CONDITIONS
ACCESS ROAD SECTION STA:1 +35 TO 2+06.35
NOT TO SCALE
g�og77�0��0
RIM=172.8
\
IE = 170.36 (12" DI, S)
APPROX. LOCATION
EX. WATER
18
m
17
r
m
D
17
O
Z
16
CONNECT TO EXIST
8-INCH SS
IE=166.7 +/-
SSMH 7535
RIM = 173.20'
lE 8"PVC. IN E.=166.28'
IE 6"PVC. IN NW.=166.75'
lE 8"PVC. OUT S.=166.06'
ESTORATION PER COR /
STD. PLAN H032.1
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+ +
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II II
EXISTING GROUND @ ti
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PVI STA: 0+64.46
w
ELEV=173.81
K=8.84
=15.00
(0 � cm LO
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19 CO CO
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+�+-
0 11 CD 11
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Call before you dig.
2
CO-1
118' - 8"
W/KNOX-BOX, PER FIRE MARSHALL Dtp;l j
APPROVAL. SEE DETAIL SHEET 4. I
FENCE RELOCATION TO BE COORDINATED �°�
II BY CONTRACTOR WITH HOMEOWNER BUILDING
II PRIOR TO CONSTRUCTION. 9 I Q, Q� �,�Q� vu Q�
III I I �& I N&I I oo I BUILDING �� I �� N�
90 9 Oo Oo I o 0 j Oo PIP" Oo
�C ELECRELOCST STRUCTURES AS REQ'D ATE EXIST.��� I ��� I WOO �I �Q �� II ��O �
UNDER SEPERATE PERMIT I ` o� rr
�JI Moll io \ ,
1' DEDICATION FOR
DRIVEWAY APRON �v I j L ,
\ \
M/4. ��0 1 \ �� I
12 PVC lE 117-
12" CMP lE 170. (E) P
_ r2• c1�P If Ira (sx9 � 12"PLUM
9-FH -- -- 0
S. 32ND PL.
52' 12" DI SD
/ SEE PROFILE B - - - -
CS 6001
RIM 172.91
8- CPP IE 168.65 (NW)
12- CMP IE 168.39 (NE)
12- CMP IE 168.37 (SW)
12" DI IE = 170.1 N (NEW)
COMPLIANCE WITH THE ON -SITE BMP REQUIREMENTS
/ FOUND IN APPENDIX C OF THE 2017 RSWDM SHALL BE
MET AT THE TIME OF BUILDING PERMIT REVIEW FOR
THE HOMES AT 3106 AND 3112 TALBOT ROAD S.
BASIC DISPERSION ON -SITE BMP
REQUIRED WITH CONSTRUCTION
OF ACCESS ROAD.
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KIM = Im /1
6 PVC11N E �° our
lE CTR. CH/VL.= 177. f0
m
FINISHED GROUND @ E
r
m
E P: 2+06.35
D
180
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z
o
175
CO-2
RE=174.3 170
I E=170.2
165
7RE=173.6 103 LF 6" SS @ 2.69%
1E=167.4
0+50 1+)0 1+50
27 LF 6" SS @ 2.69%
SCALE: 1" = 40' HORIZ.
1" = 10' VERT.
PROFILE - A
1 1 PER CITY COMMENTS
2 PER CITY COMMENTS
NO. I REVISION
JJJ
8/15/17
JJJ
SURVEYED:
SURVEYED
JJJ
11/14/17
JJJ
DESIGNED:
JJJ
DRAWN:
JJJ
CHECKED:
JJJ
BY
DATE
APPR
APPROVED:
111
1..0 OLJL -
= 188.62'
F� 12"CMP IN E.=184.93'
W /E 12"CMP OUT W.=184.76'
IE 8"PVC IN N.=185.15'
I I
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LL I
W ALL GRADING FOR THE ACCESS ROAD INSTALLATION
SHALL BE DONE WITHIN THE LIMITS OF THE TRACT
UNLESS A TEMPORARY CONSTRUCTION EASEMENT
IS OBTAINED FROM THE ADJACENT PROPERTY
OWNERS.
EXIST. GROUND AT
CENTER OF PIPE
APPROX. LOCATION
FO EXIST. CB EX. SS
IE = 170.1 (N)
NEW 12" DI APPROX. LOCATION
EX. W CB-1
RIM = 172.8
IE = 170.36 (12" DI, S)
17 D 170
MIN. 1' SEPARATION,
16 165 OTHERWISE USE ETHA
FOAM PAD.
52' -12" DI SD AT 0.5%
0+00 0 6
SCALE: 1" = 40' HORIZ.
1 " = 10' VERT.
SCALE:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PROFILE - B
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
J.
of WAs Jul
��' � �•
CQ
7.
38 42 4
BOA ��Gis T
�v
10 AL GZ ,\\
L\1\\
%R
CITY OF
RENTON
Planning/Building/Public Works Dept.
ASPHALT
SURFACING
_� II
1
ASPHALT
PEDESTRIAN
PATH
EDGE OF
TRACT
4'
4
PROPERTY LINE
PEDESTRIAN PATH
SCHEMATIC (NTS)
1
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R-395303 I�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
J
DEVELOPMENT ENGINEERING + SURFACE WATER UTILITY
B. Bannwarth 06/12/2018 rstraka 06/13/2018 O
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VALLEY VUE SHORT PLAT DA8/15/2017
RAD HOLDINGS LLC FIELDBOOK : BOOK
PACE` PAGE
DRAWING NW
GRADING AND DRAINAGE PLAN C3 J
Q
AND PROFILES SHEET: Z OF: Q