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-7 - r I I SITE PLAN CONSTRUCTION NOTES
832 ! 5 16 INSTALL DRAINAGE PIPE, SEE NOTE 14
i 806 802
II a ( BIORETENTION 2 INSTALL DRAINAGE STRUCTURE
I I a
I I , a
I I I i -� _ _ SWALE E 1 1
� _ I 3
INSTALL DRAIN BASIN
2�:2:-7 8 2 - 40 LF 0 -4
3�p C 4 I 12 C
- TWIN 9", 30 LF I I SEE TICE
,` P`OFWAS$f _ W - 12"ALDER TICETCE 2-1 3 13 SEE I I NOTE 3 I 4 CONNECT TO EXISTING PIPE/STRUCTURE
��, oti z
0
fJ -EX ROW
- -
J � � __� --- ---- - - - --- - _ NOTE -- --- --- --
1
x I - - 1 --- I F - - -- - - ---- - - -- -' - --� �5 INSTALL INLET CURB C U T
�-6
8
F` 492 �Q �J`' 3 { - f f
i� ISTO S� ROCKER I 3� I - 2
N 13 O INSTALL SIDE CURB CUT
L 0777",- ------ - 3 �� -
I
Z�o ,�� I �, 3�o a7 ADJUST CATCH BASIN
3 1 cn ------- 309
A= _ !�I�_I :
__w - --w __ w ADJUST UTILITIES CASTING AND METER BOX TO GRADE
NOTE:
STRUCTURE STATION AND W W 3
xa-
OFFSET LOCATIONS ARE TO
2-2 �--�o- w w ��� I 9� INSTALL MAIL BOX SUPPORT WITH BOXES
CENTER OF LID OR GRATE \ $ w w
HA Rii46TON - HI -LINE, 8 A ENE 10 REMOVE AND RESET SIGN
6rl1 143+00
-
141+00
G �G c/) 1 1 6�-- 2-110 2 1 1 +00 I 11 INSTALL "SCHOOL X-ING" SIGN WITH ARROW, SEE NOTE 5
G 6 MPE IP PSE a
1 G G G' G G-
-, -� G
QR 12 INSTALL CHAIN LINK FENCE
_--
13
INSTALL WOOD FENCE
_
-----_ '�'"- 14 REMOVE AND RESET MONUMENT
HTE�B-_CL
_ _ -
-
8�� DIA 'r6
W
15 INSTALL ROCKERY WALL, NOTE 4 C_6
2 2-9 SDCB - I �_
• "` I R _
GRATE EL= 312.00 ----- ---,
IE= 308.28' (12" CPEP N) IR 2 2-1' 1 16 RELOCATE WATER LINE, SEE WATER PLAN, DRAWING W- 1
IE= 308.48' (12" CPEP S) - 8 DIA
BTM EL=306.67' POSTONLY R' 17 INSTALL "SCHOOL X-ING" SIGN WITH "AHEAD". SEE NOTE 12
VAULT 0
1 1 g NO SIGN o � IR TICE
20 10 0 20 40 DCB
1 Q ` _ GRATE EL 309.23 =--` 1 8 INSTALL STOP SIGN WITH POST
30� IE= 305.93 (12 CPEP N) �
SCALE IN FEET / IE= 305.BWEL=
" CPEP S)
304.43' 19 INSTALL GRAVITY BLOCK WALL, SEE NOTE 4
. a
SDCB I NOTES:
GRATE EL= 306.89 ___ I I SEE NOTE 1 5 O SDMH
IE= 304.89' (8" PVC NW) I 1 I RIM EL= 301.67 �� I
IE= 304.39 (12 CMP E) EX f 0 I I I I IE= 97.92' (s" coNc N) I I �-3 1. SEE PAVING PLAN FOR NEW PAVEMENT, NEW SIDEWALK AND
IE= 304.29 (12 CMP S) I IE= 2 5.47' (12" CONIC E) I U) -------- I DRIVEWAYS.
1 E= 297.67' (6" CLAY E) I z
BTM EL= 303.89' 1
2805 710A 710B
IE= 297.67' (6" CLAY S)
_ IE= 2 3.22' (15" CONC W) I'�,� c� 06 2805 2. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT DURING
2 1 2 4 SEE MOTE 11
WTR E L= 293.37' 1
- _ - \/
1 I' CONSTRUCTION FOR ALL UTILITY CROSSINGS.
- I I
sDc6 _ 0T 7 � S NOTE 8 I BTM EL- 292.17' I 2-21 2 SEE NOTE
I - -E 55 LF 19 2804 (-
GRATEEL=308.51 2-3 3 SEE I' I I I _-_ 3. CHAIN LINK FENCE TYPE 3 PER WSDOT STANDARD PLAN
IE= 307.21' (6" PVC Sw) __- _ _-_- _ -- _ 15 84 LF o I ----SDCB - L-20.1 0-03 WITH WHITE SLATS MATCHING EXISTING.
BTM EL= 305.51' _ 4 2 2 3 -2 4_ C - 6 SEE NOTE 4 SDCB SEE "'�- I I p GRATE EL= 302.83
TCE � � � - � ��
-SDCB I GRATE EL- 302.15 I NOTE 1 3 18
)-I€�296.43 (24 CPEP NW)
BIORETENTION SD H (4' SQ) NOTE 4 , „ -�,.�\ �_ IE= 6.53' (24" CPEP E) 4. INSTALL ROCKERY WALL BETWEEN
SWAL E RIM EL= 307.18 RI EL= 306.35 IE= 296.83 (12 CPEP W} I - � I � WTR EL= 296.53'
1- 1 FULL OF DIRT I = 303.68' 12" CMP N BTM EL= 295.35 ! = 4 H 1 45 + 9 0 TO H 1 4 6 + 7 4
BTM EL 29 .63
-4 E= 303.35' �8„ CONC S) EX ROW(�2 c� INSTALL GRAVITY BLOCK WALL BETWEEN
C IBTM EL= 302,fi,a�
2 `--` - sDMH _ H 1 4 7+ 3 0 TO H 1 4 7+ 7 8 A N D
cn 310 _ B1-rIKETENTI-N I 8 I RIM EL= 302.79 ,
9 JUNIPER--,-
IE=SWALE I; IE= 293.49' (24" CPEP W) EX ROW H 1 47+78, 30 LT TO H 1 47+78, 37 LT
--' w IE= 293.59' 24" CPEP SE
- --
_----309 6" JUNIPER
0- VTR�295.60'
4 5. INSTALL SCHOOL CROSSING ASSEMBLY S1 -1 AND W1 6-7
C � I � �� . BTM EL 293.59'� _
--- s T
o-- - -
� PER M U C D .
30 -
30 - _ - _- -- F KIND EXISTING.
`.` ____� 6. INSTALL WOOD 0 D FENCE C E I N D 0 F E S
- -- = S D \ ----
- - -
--- -
---X O _ -- -
-- 1 4 (S N T 3
--- �I- -- ---- --- - --- -
w � ----w----__- _ - - - -- ------ �� --- _ - 1 � �__-__-__ ��- _-�-�- -'�-- 7. 48 LF 8' DI @ 6.5 8 % .
---� -
967 w w �, - - - --- - _-- _ -- -- - --
W w w-3os---
U
5 1 1 W W W - �- I _ -__ 7" CEDAR "`"-- -----_ � W __
--- --n 1 w � W T w 8. 20 LF 1 2" DI @ 0.7 2
2- 2 2 1 HARK( ON AVE NE 5 -
---- --- a -- H-LINE 16 6 2 1 4 - - - 1
1 6 00 1 1/ a 14 6 + 00 �____/ - - - �_ -- _-- -- - - 9 . C B 2 21 , C B E L
--
16 2-15 12-6-
m G 14 0 14 7 + 010 2 1 f.�- � -- -- � - - - -}.�-___�- 4-7- � -8-4 : a:� 2 z . 9 3 ' . ��
i �� G G„
--- _:-� G G I P PS E - G - - - DD,'�` ® RIM E L = 3 F� . 1
tt _.
Q - � G G 1 G I � _ 1 STW PSE..
�2-'M
--- SD PE IP PS G G 10. 6.2 LF 1 2" CPEP @ 8.70%
SSS --- - S ,-- 4 _ -- ---- - - --- - - - --- - --- _ -
a - IR1R S -- - - 2
------- - --
I
�S S S
FNE MIC / - \
6 -- P ONLY - ! / 1 IE(0 T) = 29:�
U
O SIGN
- -
- 01 0 N 8TH ST EACT 41� �� -- _ - -- s --- -
S W PSE DCB 8 DIA ! -
1 19 CB TYPE
_ `l 1 . C B 2
GRATE E L= 304.76
SDCB - , ; ---_:
3 /'� _ \ /
i 10 SDCB IE= 301.17� (12„ CPEP N) - / GRATE EL 302.46 �" I I = _
�E NOTE 13 IE= 301.17 (12 CPEP 2 2 6 _ 1 I 13o RIM EL 30 �
, - -- -I _ BTM EL= 299.56' PLAYGROU - - - - _-
295.46 (12 CPEP N)
> G TE EL- 306.86 - -
c IE= 295.86 (12 CPEP E) - } EX ROW
IE= 305.6 6 PVC NE) � -.IE- 294.84 (18 CPEP S)
o IE= 305.49 _ VC SE) - 06' EX ROW - _ -
BTM EL- 4,86 1 1 \ -- - -- - - BTM EL- 293.66 cn
L
I I - ---- -- --
---- 304 _.-- 2 4 2 -18
- - 8 TCE - 12. INSTALL SCHOOL CROSSING ASSEMBLY S 1 -1 AND W 1 6-9P.
;- --
C-8 I I
s - 1 g I cl- I oo'` I 13. INSTALL EXISTING STREET NAME SIGN ON STOP SIGN POST.
00 SD � ' _-
- ------ ---- f-"-� -. I I
G RAT E L= 307. 39 "�/
j IE= 304. ' (12" CPEP N) _ _
- � -_ - � I 1 I '_ � I SDMH
IE= 303.8 12"CPEPS) -___ ---- i I I --- - RIM EL=302.68 i 14. PROTECT EXISTING SANITARY SEWER DURING DRAINAGE PIPE
Ld BTM EL= 30 9' _ - -- ` I 1 I I I I = „ INSTALLATION.
IE= 294.46' (24" CPEP W)
o - IE= 294.56 (18 CPEP N)
- ' I I
I 1 I I I IE= 294.46' (24" CPEP E)
i 1 L BTM EL=292.98' 15. REPLACE FRAME AND CIRCULAR GRATE WITH MH FRAME AND
a �
COVER. ROTATE OPENING TO AVOID PEDESTRIAN RAMP.
E
r SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE:
6i RECOMMENDED G. BROOKS AS NOTED HORIZONTAL: NAD 19aa/1991 AA CITY OF 05/O5/2017
FOR APPROVAL DESIGNED: STICK '�'^ HARRINGTON AVENUE NE PHASE II PAGE:
ooK:
00 DRAWN: I N RENTON SUNSET COMMUNITY - GREEN CONNECTION DRAWING NO:
BY J. W LSO
0 ONE INCH DATU M
o\ SM BY CHECKED: CHUNG AT FULL SCALE Planning/Building/Public Works Dept. SITE PLAN C-2
IF NOT ONE INCH
, N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
D. ATCHISON 6 24
a
I
NOTS:
1. CB2-7 STATIOOFFSET IS TO CENTER OF STRUCTURE.
:z —2. EXISTING PRIVATE UTILITIES CROSSING.
LIJ CONTRACTOR TO PROTECT AND PROVIDE TEMPORARY
C� uJ U',
cr- C'� cn SUPPORT DURING CONSTRUCTION.
265
cr Li
00 0 z
nd 00—
QD LC) U_� 00 00 0) L -
(.6 n d� Lf', -1 i 00 3. CONTRACTOR TO PROTECT EXISTING WATER AND PROVIDE
320 lz v 320
Qw 74 1'17
00 Z Ln "DC-) 00 TEMPORARY SUPPORT DURING CONSTRUCTION.
CO r�00 F0 - r�r_) CN
T. O_
cr) 1`1 - 0) . * n
06 00 oc 0-) Q0 N-) (c) if) n Z LLJ V)
LLJ _c) In Lr o . N_ 00 z N C.,-)
a ++ ocn N Ill- It' _t C�, * c� I j 1 0 -1t 0
n r", 4 L-i 00 00 000 00 - .06 c� cc. n 00 r__ 00
11 N CIN
LLJ oco (Da + + -qt In 0
315 315
+ 1 0000
LLJ
LLJ -1-
C) LLJ LL I I - C114 c"I I 1 00 CN c
C' 4 LLJ 0 0 ('0 0
+ +
L-I LL LLJ TFF L-'J L_J J L_LJ _j oo a) Ln
C) 0 0 0 0')
0
NLn t ml c1r) 01)
m m + +1 310
310 U T ry-.-
-------- 777-77 LIJ
7
EX 1.5
m m Li L.Li Li
E GAS ------ U U T CY — — —
WATER
EX
WATER
305 — - - - - - - - - - — 305
EX 4 Ss
E)_ -_ ,-
S 111 S
300 __ _ 300
E^ S S S
'c
SAME S7RUCTURE
295 295
EX
'EX SSS
SAME STRUCTURE SS
290 142+00 143+00 144+00 145+00 1 146+00 147+00 290
Lu
SAME STRUCTURE
ry
oc
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00
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00 Nz-
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4- -jl- --, r-'* 4 (D I .
NOa;r, C\ Cj Ljj T_ — 17 __j 00 LIJ LL CN UJ cn Ld
> z M00 00 --,w
w uj LLJ Cn
LLJ 0 1KD 11 Lic -1 !`� Z >-Ln-
320 1-t 4 0 L11)
0c) - - Z) >-,-+ 320
Nt-% r-1 I Lij . n (_ ell 1-1-N I 0 (n
Li :7 n LI-I r
LLJ LL Li < in T_ n (D Lf) C� n oo Lh
LLJ
n n a- -+ 0 LP (-N r�,00
-110 CN IN 13) 7) N ( -�j 0 0
ui z z
a-- 6?� c?i_lf w N uj 0 J) > n
0 < 0 j)
V) m m LLJ m (1) LLJ In 4 11 ooLn 2- m m (D 0 C 0 0 0 Z IN (-"q: 0 0 0 0 z n EO 00 E c
GDM 00 4-
0 1 cn 0 C) cf) Li 0 2f < CC) t� 60 00 3: Q0 (1, (z) -It C-) r4i Lij
0 0 N 0 2 LLJ LL CL + + n n I rr) CN M
n Ln 0 (N JC� 1� 4
'Ic 0 0) 0')
00,4 0 oc Ono C-4
0 10 C114 0 N �_N CN (_0 z
r1r) 00 LLJ I
CN — 00 ON N In orj n
00 u
-f- 00 1 ------ co n 1q_ 315
.6 Of 11 11 rr LIJ 0 (0 LLJ 2�z
315 (0 > 2 c cn 0: (10 �D <
C) m 0) Iz Ln rn k 00) uj<
Ld
c— E0- 0 LLJ oc LLJ 000 LiJ 0
0 0 0 n + n �r) N + 0 na + pq-� r4-) + a_ m Lij uj
0 "d- 0 00 0 U-) 40-) a- u-) — n - _j _j < 11 11 J�i LIJ
'I-- �_ I u <
c\j CIN ►rr) 0 LL 1-t w 11 CN < Ld
Q� c 0') 00 0) cr m cN CN c q LIJ m
N 0 * - -N - cn Cc m
N 111� N CIN c\j C"i Of x
QO z r1_ :2 or� L—Ij LL_ Li
(0 11 a) m L_j L-i M M m m m m C I M LLJ J :J LL V)
LIJ < C) 110r) Oil 61 -1 LIJ i:�,- Ljj UJ LLJ u C/)
(0 0 C) J Ljj
L—L, Lj
n + + _j WATER
Li r-_,, _j E X 2
310 Lj LIJ 00 310
I �- 7>- "t t w I I — I I M11 UJ
-4— < D 6 0 WAT 'R
mm (0 v�__� xLjj LLJ X'��xx xI__-jJ v Lj— W TER
0=_-L E�LjLL.Li ry W LL Wm 0 EX 6
GAS EX 6 T
L
GAS o
305
305
E� 8 WATER
EX 6 ............
WATER 0
WATER EX 6 0
6" WATER
------ GAS
EX 12
W R
AT
_4
300 300
J-)
cn
295 295
LIJ
_j
X 4-
0 Cal
to
EX 6 GAS
u
0 V I
___1 1(7) 148+00 _J
290 290
SAME STRUCTURE
c
0
5 2.5 0 5 10
I
VERTICAL STALE:
A, --BUILT
SCALE IN EET
00
(0 20 10 0 20 40
WA
HCRIZONTAL SCALE:
A,-D--BU1[_T NOTE:
V)
SCALE IN =EET
STRUCTURE STATION AND
w _v
D
0 OFFSET LOCATIONS ARE 71-0
x 4Q
4 s 8 CENTER OF LID OR GRATE
.4
L 0')
----------------- ----------------------
Ef ------------------
a d /
cy) SURVEYED: SCALE: DATE:
G. BROOKS VERTICAL: NAVD 1988
RECOMMENDED DESIGNED: AS NOTED HORIZONTAL: W 1983/1991 CITY OF 05/05/17
FOR APPROVAL J. STICK HARRINGTON AVENUE NE FIELDBOOK:
00 2 REVISE PROFILE FROM C132-2 TO C132-9A RWC 10/31/17 RWC DRAWN: RENTON PAGE:
0 0 K. LORENTSON SUNSET COMMUNITY - GREEN CONNECTION DRAWING NO:
c14 BY I ONE INCH DATUM
1 ADD 2-9A, RFI 1, RFI 3 RWC 10/20/17 RWC CHECKED: I AT FULL SCALE— Plan ning/Building/Public Works Dept. DRAINAGE PROFILE C-3
C14 Sm R. CHUNG IF NOT ONE INCH
0
BY SCALE ACCORDINGLY
Vl\
0
JL I—
D 373 123
OR
CA4 2*1S,,1
0) NO. REVISION BY DATE APPIR D: SHEET: OF:
:3 APPROVED: ATCHISON 7 24
CONSTRUCTION NOTES
H 14 - I _5 /2- 5, 14 1
H 1 + 71 � 1 1 4
WATER VALVE RIM-311.06 Z_ Z�_ i
�P/ --D 7-Q
N N E 4-, 1B E D /FOTt�,\
0
7 -7 H 142+63.87 3.42 LT MAIN WITH DI SLEEVES
- __1) CONNECT TO EXISTING 6 M
T
(MJ X MJ) WITH MEGALUGS
-142
D
�3 N E,
\L LJ
ATE
F
m
N 11 i WATER VALVE RIM-311.09
WATER VALVE RIM-31 5.10--
— OINSTALL:
H 142+62.95, 2.35 LT
H 141+411.52, 84.65 7- T� I — 45 DEGREE MJ BEND WITH MEGALUGS
LLJ --- EX ROW I — THRUST BLOCK
> Z!
EX ROW
WATER VALVE RIM-311.77---------
<
142+16.09 7.0 9 LT
7 H
1 7) 72.3
H 141+39.00, LT W —31, 1.0c_
WATER VALVE RIM-313.43 4_
0 (DH 14 +40.3 0' LT
C-45' BEND ER VALVE RIM
H 14' 2' + 6 11.8 7 3.49 LT
6 6
70
77
-w w
\A/
PER CITY OF RENTON STANDARD PLAN 330.2
O INSTALL:
I — 45 DEGREE MJ BEND WITH MEGALUGS
I — THRUST BLOCK
PER CITY OF RENTON STANDARD PLAN 330.3, THRUST
BLOCK SHALL BE SIZED TO ACCOMMODATE
HORIZONTAL AND VERTICAL FORCES. PROVIDE SHACKLE
RODS AND TURN BUCKLES IN ACCORDANCE WITH
w
STANDARD PLAN 330.3
6
)
'CO N 00000 00000c 6 W (565 ZONE)_7
< I I
'
11 141+4U. 2 LT v v Q vv
7 -7-- -w INSTALL GATE VALVE PER CITY OF RENTON STANDARD
w
2 . . . . . . . . . . . . . . . _w
1 0. L
�-450 BEND EX 12 W (435 ZON
6)0 W (565 JONE) PLAN 330.1
L DO NOT DI
STURB
7
�H 141 +47.31, 59.33 -LT- A RECONNECT SERVICE LINE, REPLACE GATE VALVE
- I 5
Y6 450 BEN E . . . . . . . . . .
INSTALL CONCRETE DEAD MAN BLOCK ON EXISTING
NE 6
E 8TH PL H' LI.
6 W (565 ZONE) H 141--�47.47� 65.01' LT 2.+ 0-0 WATER MAIN. SEE CITY OF RENTON STANDARD PLAN
. . . . . . . . . . . 14 0
D 6-450 BEND (2 HARRINGTON AVE. N E. 330.4.
L
000 G
0 MPE tF, PS INSTALL 2-3/4" SHACKLE RODS PER CITY ST RENTON
0 G-
0000
_00�;00 CONNECT TO. G STANDARD PLAN 330.5 AND 330.4.
EXISTING
A=
G- 2" STW I P PS E N OTES
G G
SSR���kC�\r
(D v � - �7 SS �—RY— -I�i . .. V�. 6"X6" TEE (FLX FL) 3' . —6 GATE
14 - —1 AND C-2 FOR WATER LINE
00 .1 . SEE DRAWINGS C
00 VALVES (FLXMJ)0
i . —1 -1 SS 00
SS-77--- TO BE ABANDONED
.4 7 EX ROW J
------------ 0 SS —t SS 6"X8" INCREASER (MJ Xmi
8SLEEVE (MJ)
v E TE X. 10 WA RECONNECT TO EXISTING 8" WATER
10 5 0 10 20
IV
SCALE IN FEET
EX ROW EXIST. 8 1$ W (565 ZONE)
330 330
35 LF 6 DI 112 LF 6 DI
320 320
310 310
2
300 2 300_
1XD 3 2 2
c"
2
290 90
m
I
c/)
280 280
uj
10)
270 A S — B 11-i 111_3 270
----------
0+00 0+20 0+40 0+00 0+20 O�40 0+60 0+80 1+00 1 +20
> Pj
cjy WA
0
,Z)
0
Q)
_N_
6
00
(D T
L ANO
--------------
cn
Lij
0
of A S--- B U I !___T NOTE-
STRUCTURE STATION AND
OFFSET LOCATIONS ARE -IF 0
E CENTER OF LID OR GRATE
r 0 SURVEYED: SCALE: DATE:
n G. BROOKS VERTICAL: NAVID 1988 05/05/2017
6i RECOMMENDED DESIGNED: AS NOTED HORIZONTAL: W 1983/1991 CITY OF FIELDBOOK:
FOR APPROVAL A. ROSHAK "L HARRINGTON AVENUE NE PHASE 11 PAGE:
co DRAWN: RENTON
0 BY J. WI ONE INCH SUNSET COMMUNITY — GREEN CONNECTION DRAWING
CN I I DATUM
CHECKED: AT FULL SCALE Plan ning/Building/Public Works Dept. WATER PLAN W-- 1
o
BYSm R. CHUNG IF NOT ONE INCH
SCALE ACCORDINGLY SHEET: OF:
0) NO. REVISION BY DATE APPR F ATCHISON 22 24
EX ROW.
v-
LL
Z
c
0
a
Z
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Lu
z'Cr g�
. a
LO�
w�
nc
M
M
�a�
ow�o
p
�r
zoo
� � O
zw
a
WLLJ
2
H 147+.94,
WATER VALVE RIM=307.53 - — %.'i
2 _- o �E - T� - CONSTRUCTION NOTES
-, -z'- — H 1 4.5+29.98, 43.98 LT ,HATER VALVE-
1 RIM-307.4C 3 _
2 - — - — - = WATER VALVE
T ,.
`1 1 I WITH DI SLEEVES
r - —� — _
E. E I,✓ �..E_ H 1 RIM-3 1 CONNECT TO EXISTING MAIN
40.23 LT _ E (MJ X MJ) WITH MEGALUGS
- - - H 147+80.03,
- - --- 3 -
_ - -- - 12 LT
INSTALL:
l -
/ ' I 1 - 45 DEGREE MJ BEND WITH MEGALUGS
- - z-7 1 - THRUST BLOCK
- --
- / PER CITY OF RENTON STANDARD PLAN 330.2
EX ROW �O
� -_ EX ROW _
--_.. ------ - -- --- - INSTALL:
-- --- O
.. , .• .f. •, .. .: .. •. ..AL
° 1 45 •• . , DEGREE MJ BEND WITH MEGALUGS
°
,
.. ;, :, "a a I 1 - THRUST BLOCK
`r - Z (565 ZOf�E) Z PER CITY OF RENTON STANDARD PLAN 330.3, THRUST
%o _
- BLOCK SHALL BE SIZED TO ACCOMMODATE
6 r o D PROVIDE
HACKLE
EX 6" W (565 ZONE � ° 0 6 00' sD '
- So ° I 6
. -- _- _- SD— ' '• '' '' VERTICAL FORCES
HORIZONTAL AN
W EX 8 W 565 ZO E) RODS AND TURN BUCKLES IN ACCORDANCE WITH
_ STANDARD PLAN 330.3
W o°oo ,
. W W o000 0 -
\ G_nn // �— V 1/ \ ° L
\ i� _ - - INSTALL GATE VALVE PER CITY OF RE
NTON STANDARD
- _ /l -
W\ i �� Ex 8" C i W W' �� r- I `�--" W --� PLAN 330.1
W
CH203EX .12 W i 12 W 4 Z NE). � iI O RECONNECT SERVICE LINE, REPLACE GATE VALVE
7 _ DO T DIS B
u,
soo•55'3s"w 7 6 INSTALL CONCRETE DEAD -MAN BLOCK ON EXISTING
-- - -- - - - - ----- -- - 264.95, . - _ WATER MAIN. SEE CITY OF RENTON STANDARD PLAN
1-2" W' (435 ZONE) H-LINE I E EX Z N ) 330.4.
HATER VALVE
I 12 W (43 0 E
DO NOT DISTURB -
RIM=306.99 -
H 145+27. 16, I RR GT 'VE 'NE " MPEI �P P 7 INSTALL 2-3/4" SHACKLE RODS PER CITY ST RENTON
6 0
HAR R I N.GTO N AVE NE. 1 5.83 LT G G G ' G�- --, G - � STANDARD PLAN 330.5 AND 330.4.
G
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330
88 LF 6" DI 79 LF 8" DI
320
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H —JILT NOTE -
STRUCTURE STATION AND
a OFFSET LOCATIONS ARE TO
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E DATE:
SURVEYED: SCALE:
f� VERTICAL: NAVD 1988 0 5 0 5 2 017
66 RECOMMENDED G. BROOKS AS NOTED HORIZONTAL: NAD ,ssa/,s9, �� CITY OF
FOR APPROVAL DESIGNED: AS
ROSHAK MLRENTONHARRINGTON AVENUE NE PHASE II PAGE: OK:
PAGE,
• BY ONE INCH SUNSET COMMUNITY - GREEN CONNECTION DRAWING N0:
o Dw4wN. J. WILSON DATUM
CV CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WATER PLAN W-2
SM R. CHUNG IF NOT ONE INCH
BY
, N 0 . REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
D. ATCHISON 23 24
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