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- - - - - - _ - - SITE PLAN CONSTRUCTION NOTES
832 5 16 - - - --- - - - - - - 1 - - 1 NSTALL DRAINAGE PIPE, SEE NOTE 14
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806 1 802 - --
aIBIORETENTION - - INS -ALL DRAINAGE STRUCTURE
Z� SWALE E 1
1
3 INSTALL DRAIN BASIN
2 7 /� - _
2 8 2 C_4 ( 12 4 0 LF O C 4
3 cn
P
" TICE
TWIN 9
� (� 30 LF SEE
P � - TC E � I �
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E
•� �•oF"A��� �r _ - L.LJ �`, 12 ALDER 13 { 4 CONNECT TO EXITING PIPE/STRUCTUR�
b _ - �I � 2-1 �3 E 'I
ti - - N T
o � - - - - - -- � � I - ' --- -- - - - - - - 0 _ EX ROW
- - - civ-
INSTALL N TE 6-- - - -- -INSTALL INLET CURB CUT
ROCKER j SIDE CURB CUT 2
�� 4923�6
h' <5 ��J
L AP14
313
Z
Q ADJUST CATCH BASIN
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09
A`. L�I� I NOTE.
- - VV - - - - - I - - - - -- - ---- - - - --- ----------- - ----- -- - - -- - --- - - --- - - -- - 8 ADJUST U T I C' T I E S CASTING AND METER BOX TO GRADE
STRUCTURE STATION AND _ - w w - --,�-
-W-----W 3�3---- �
OFFSET LOCATIONS ARE TO I - -- - - 2=21� W- - - -�� - - _ ,i g INSTALL MAIL_ BOX SUPPORT WITH BOXES
CENTER OF LID OR GRATE - -_ w 9- w-- � - w-- O
�1
H-LINE 8 HA RIIV6N A ENEcn
141 + 00 -- ---- - -- - - _ - -- --- --- -- - - - - - -- ---- -_-_ - - _ 1 0 REMOVE AND RESET SIGN
/ 8 0_ 142+ 6 1 1 6--- 143+00 - 1 +00 "
- - - - - G - - - -��G - -� / 2-10 2 1 1 1 IN ALL SCHOOL X-INC SIGN WITH ARROW, SEE NOTE 5
- - G 6GMPE IP PSE G
- --- - - I G G - -
- INSTALL CHAIN LINK FENCE
i -
�- -- - - - _ INSTALL WOOD FENCE
e
---- O
REMOVE AND RESET MONUMENT
F I ELD ��- , __
OF NE 8TR _ 8' DIA - - - - - - � , (6
SDCB -�� ' �� w a ' - 1 5 NSTALL ROCKERY WALL, SEE NOTE 4
2 2-9 - - -
C 6
GRATE EL= 312.00 _ N �
I E= 308.28'(12" CPEP N) 10-�' 2 2-1�1� i 16 RELOCATE WATER 'LINE, SEE WA. PLAN,
IE= 308.48' (12" CPEP S) 8" DIA / R ; � TER DRAWING W- 1
BTM EL= 306,671 -VAULT „ "AHEAD".
-POST ONLY rIRS 17 INSTALL SCHOOL X-ING SIGN WITH SEE NOTE 12
NO SIGN o IR R �TCE
20 10 0 20 40 11 8
C
1 0 GRATE EL 309.23
IE= 305.93' 12"CPEP N) �� �, 18 INSTALL STOP SIGN WITH POST
SCALE IN FEET �30 IE= 305.83' (1 " CPEP S)
/' BWEL= 304.43' INSTALL GRAVITY BLOCK WALL, SEE NOTE 4
. o
SDCB
NOTES:
GRATE EL= 306.89 = SEE NOTE 15(D
IE= 304.89' (8" PVC NW) SDMH -�
IE= 304.39' (12" CMP E) RIM EL= 301.67 �3p �
EX", f�OW IE= 97.92 (s CONCN) 1. SEE PAVING PLAN FOR NEW PAVEMENT, NEW SIDEWALK AND
IE= 304.29' (12" CMP S) IE= 2 5.47 (12 CONIC E) I �� 1: --� c DRIVEWAYS.
IE= 297.67 6 CLAYS
z
- - -BTM EL= 303.89' I � I (gyp 2805 710 A/ 710 B IE= 297.67 (6 CLAY E) � co
-
IE=2 3.22' 16"coNc ) �c� 6 U 2805 2. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT DURING
2-1 2 4 SEE 40TE 1 1 ( W) 30 �,
_ - - - - - -
L� I �, WTR EL=293.37; CONS T RUCTION FOR ALL UTILITY CROSSINGS.
1 T BTM EL= 292.17 �', 2 21 2 E E NOTE
sDc6 0 NOTE 8
- -
GRATE EL=308.51 �J - -- SE L - - �5 LT 19 2804 3. CHAIN LINK FENCE TYPE 3 PER WSDOT STANDARD PLAN
IE= 307.21 (6 PVC SW) ;' __ 2 - �q 302.83
15 g SEE - ��' �t �sDc6 - L-20.10-03 WITH WHITE SLATS MATCHING EXISTING.
BTM EL= 305.51 A 4 L�
TICE -4 2 2 3 4 C-6 SLE NOTE 4 SDCB SEE -�- j
BIORETENT`ION -SD H 4' SQ NOTE 4 I I GRATE
296.43' (24" CPEP NW)
� SDCB GRATE EL= 302.15 j�l NOTE 1 3 1 8 � � ��
RIM EL- 307.18' / ( ) I IE= 296.83' 12" CPEP, �, v� IE- 296.53' 124" CPEP E) 4, INSTALL ROCKERY WALL BETWEEN
SWAL / E - RI EL= 306.35 ( I \ - WTR EL= 296.53
-- 1 FULL OF DIRT / BTM EL= 295.35 H 1 45+90 TO H 1 46+74
= 303.68 (12 CMP N) = __ �( BTM EL= 294.63' i
C-4 - E= 303.35' (8" CONIC S) EX ROW �, INSTALL GRAVITY BLOCK WALL BETWEEN
cuo ' - 4 2 �BTM E_L= 302.8`. 3 =2- -- __ 8 -' u, - - H 147�--30 TO H 147+78 AND
_ _-- 31 B TENTI RIMMEL= 302.79 T
JUNIPER
r� _ 9 _
_� �� ;�,� ��., ,% -------- , �, - --- � i IE= 293.49 (24 CPEP w) EX ROW H 47+7 30 L � �� 0 H 147+7 37 LT
-- ---�`� ,�. SWALE -� ( IE= 293.59' (24" CPEP SE)___-----"-- ---_ 1 8 8
__----309 6 JUNIPER " -- - _
a� fi � f'RZ-29_5.60'- 5. INSTALL SCHOOL CROSSING ASSEMBLY S1 -1 AND W1 6-7P
--
=
-'
- _
-----=- �� PER M U I C D .
1
I
a
BTM EL 293.591,
0 6 -
30 �_ - - --- WOOD FENCE IN KIND OF EXISTING.
- --- --- - _� 1 4 E o3
f-- W -L-
_ - --- -- 7 4 8 F 8 D@ 5 8
--- -- L .
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W - - - -
- -
s�,
5 11 �, w----3os-W-----w- --w-- -- ---w ( _ „
> - - W= _ - - 8. 20 LF 12 D! @ 0.72%
--o - -
2 2 2 1 HARRI ON AVE NE 5 6 --?_ 1 _ w- T- W- - - -
-- -- --
-- - -- - -- - -- -- ---- - � - - �- - - ---- -- --- --- --- --- - --- -- ' - -- H -LINE 16
1 1 6 145+00 1 --
-- - - - - - --, �\ 9. CB 2-21 CB TYPE IL
---------- ----
-- - -- _ - -
2 _ 1 5 a 6 +00 - 1 147 + 0 0 -- - - - � _ \ --- --- -- - - - ---- - -}�--- u 1 n 7 1 8 /1 n -z n n '
---
- G 1 6 14 2 2-6 1 � 148+60 U�.U�, ��.
m - G - G,- �i G - - - G - G - - - - G -�'� - - G - - - - - IP PSE - / G / D , RIM EL = 302. 1 9
G ��`� $- ., STW PSE
A sit- SD
z 7___ 2" MPE IP PSEGG - - - - G - - - - G 1 C. 6.2 LF 12" CPEP @ 8.70%
Q S L ,_ --- - - nno n
SS - - - a - - - - - - - -
S - - - - - - �- - - ;I� - 1
� - nk - - S �� _ - � � _ INS �JU.�
i
-- ERA - !� --?
-
�s � -. s s
w FND MIC �� R - - -_ --- ---- - -
� � - � II it P O L � � spry `,,.
ACT 4
�_ -
N 8TH ST „ - O SIGN � � - � - _ ___ - --- --_ -_ _
rJ - S W PSE DCB 8" DIA_ 1 CB 2- 1 9 CB TYPE
10 C
O
GRATE EL= 304.76
i
IE= 301.17' (12" CPEP N) SDCB r��.��, ��.
1 SDCB \� - �E NOTE ! 13 IE= 301.17' (12" CPEP 2 2- 6 = UU.0 i
�' G RATE E L= 302.46 3 RIM E L n o n
Q G TE EL= 306.86 BTM EL- 299.56' PLAYGROU = 295.46' (12" CPEP N) I Q
IE= 305.6 6" PVC NE) �� r' IE= 295.86' (12" CPEP E) -- -- I EX ROW
C
0 6'
IE= 305.49 VC SE _
-_ I `' EX ROW E 294.84 (18 CPEP S) � .�. ,
11
� � BTM EL= 4.86' - - �i j '� �; '�' �: ., .; --- -_-- BTM EL= 293.66' �
.S i _ -- ___ _ - - - --
rj �
g 304 - - T _ 2 4 2-18 o - - - - - - 12. INSTALL SCHOOL CROSSING ASSEMBLY S1-1 AND W1 5-9P.
- -
0 IS s ��_-
_- 18 a �o'`) 13. INSTALL EXISTING STREET NAME SIGN ON STOP SIGN POST.
G RAT E L= 307.39 �- -- --- -
E_ 304. (12" CPEP N) -- - --- - - - -- - - - - ---- - --- - SDMH EX 2 -19
V) IE= 303.8 12 CPEP S) RIM EL= 302.68 1 �. PROTECT EXISTING SANITARY SEWER DURING DRAINAGE PIPE
IE= 294.46' (24" CPEP W
BTM EL-= 30 9' ) INSTALLATION,
' --- IE= 294.56' (18" CPEP N) 1
�� -� IE= 294.46' (24" CPEP E)
-- _ _
ry
� ) I BTM EL=292.98' 1 :�. REPLACE FRAME AND CIRCULAR GRATE WITH MH FRAME AND
L
COVER. ROTATE OPENING TO AVOID PEDESTRIAN RAMP.
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C)
DATE:
of RECOMMENDED suRVEYED: scALE AS NOTED
G. BROOKS It VERTICAL: NAVD 1988
FOR APPROVAL DESIGNED: HORIZONTAL: NAD 1983/1991 �- CITY 0 05 05 2017
J. STICK ML REN TON HARRINGTON AVENUE NE PHASE II PAGE: K:
0 • BY DRAWN. J. WILSON - SUNSET COMMUNITY - GREEN CONNECTION DRAWING NO:
N ONE INCH DATUM
o snn BY Plannin Buildin Public Works Dept. CHECKED: CHUNG AT FULL SCALE g/ (�/ p SITE PLAN C
FN7 IF NOT ONE INCH
REVISION BY DATE APPR SCALE ACCORDINGLY APPROVED: SHEET: OF:
a
D. ATCHISON 6 24