HomeMy WebLinkAboutD-373106SITE PLAN CONSTRUCTION NOTES
co 832 I -I 516 _ 820- - - - - -
/ I N \ 806 802 Ol INSTALL DRAINAGE PIPE, SEE NOTE 14
aI BIORETENTION
N 2 3I SWALE El INSTALL
O2 INSTALL DRAINAGE STRUCTURE
i 2 2-7 31 N 2-8 2 C-4 12 40 LF 30 LF SEE TCE 3
TWINS^, TCE O3 INSTALL DRAIN BASIN C-4
12^ALDER 2_1 O 13 SEE II NOTE
z 3 EX ROW
- C) - - - NOTE 6 ti / O4 CONNECT TO EXISTING PIPE/STRUCTURE
14 1 8 I i\ J/ O5 INSTALL INLET CURB CUT C 1 6
ROCKER �^ \.. / / 2�
J I 313 /3 0
31 W
O INSTALL SIDE CURB CUT 2
I" o _� 309m �7 LLJ ADJUST CATCH BASIN C-6
-- -----W W
- - W- - - - - w >3\� - - \ V) O8 ADJUST UTILITIES CASTING AND METER BOX TO GRADE
w-- 8 -w-- W---7 -w-
_ H-uNE _ _ 8 -BHA RIN�T�N A ENE -
141+00 O9 INSTALL MAIL BOX SUPPORT WITH BOXES
/ --- G--- �G 8-� 142+� 16 1 1 6 1 143+00 2-I1 0 2/ 1 1 +00
REMOVE AND RESET SIGN
-G- 6GM EIP PSE G-
-- - -aG -- G-,l-_
- - - G- + - - - � 1 1 INSTALL "SCHOOL X-ING" SIGN WITH ARROW, SEE NOTE 5
(n 12 INSTALL CHAIN LINK FENCE
61128 ^^ 13 INSTALL WOOD FENCE
^'^ 8" DIA - - - - J
3 - W 14 REMOVE AND RESET MONUMENT
L/1 -
2 2-9 - SDCB o ° O / � "` -1 = 6
GRATE EL=312.00 10 ® $ / 15 INSTALL ROCKERY WALL, SEE NOTE 4 C-6
IE= 308.28' (12"CPEP N) 2 2_ 1
IE= 308.48' (12" CPEP S) 8" DIA ® / / / / <
BTM EL=306.67'
POST ONLY RELOCATE WATER LINE, SEE WATER PLAN, DRAWING W-1
VAULT/ a / / / /
11 8 NO SIGN � ie DCB ACE / /
10 GRATE EL 309.23 / / \ \ 17 INSTALL "SCHOOL X-ING" SIGN WITH "AHEAD". SEE NOTE 12
3�g IE= 305.93' (12" PEP N) / \ X \
IE= 305.83'(J�EP S) 18 INSTALL STOP SIGN WITH POST
B�-iG1 EL= 304.43'
SDCB 7 19 INSTALL GRAVITY BLOCK WALL, SEE NOTE 4
GRATE EL= 306.89 I SEE NOTE 15
IE= 304.89'(8"PVC NW) I I \ RI EL-3o°B7 I NOTES:
IE= 304.39' (12" CMP E) EX RONA I j IE= 97.92' (8" CONC N) .1✓30
IE= 304.29' (12" CMP S) II I
BTM EL=303.89' q IE=25.4T (12"GONG E) I ti �Z 1. SEE PAVING PLAN FOR NEW PAVEMENT, NEW SIDEWALK AND
„o IE- 297.67' (6" CLAY E)
-�Q 2805 71 0A 710B IE=297.67'(6"CLAYS) I DRIVEWAYS.
EEl_/" ' �/ I 2-1 2 4 SEE NOTE 11 IE=2 3.22'(15"CONCW) 3p6 N 2805
/ EE3 N I WTREL- 292.17' \ I I I 2. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT DURING
SDCB T 7 BTM EL=292.1T V I 2-21 2 SEE NOTE �I
(n SE NOTE 8 55 LF 19 CONSTRUCTION FOR ALL UTILITY CROSSINGS.
GRATE EL=308.51 2-3 3 - - 2804 I I _ _ __ --
IE= 307.21' (6" PVC SW) - _ ' 4 15 84 LF SEE SDCB - - -
TCE BTM EL=305.51' -4 2 2 3 2 4 C-6 SEE NOTE 4 socB SEE I I2 GRATE EL=302.83 3. CHAIN LINK FENCE TYPE 3 PER WSDOT STANDARD PLAN
00 SDCB GRATE EL=302.15 NOTE 13 18 296.43'(24"CPEP NW) L-20.10-03 WITH WHITE SLATS MATCHING EXISTING.
BIORETENTON / I sD H(a's0) NOTE 4 IE=L96.53'(24"CPEP E)
S WAL E RIM EL= 307.18' R EL= 306.35 IE- 296.83' (12" CPEP W) n WTR EL= 296.53'
FULL OF DIRT BTM EL- 295.35'
W 1 I=303.68'(12"CMPN) I I I BTM EL=294.63' 4. INSTALL ROCKERY WALL BETWEEN
> C-4 I E=303.35'(8"CONIC S) EX ROW O H 145+90 TO H 146+74
O 4 2 BTME-2fis-
n SDMH INSTALL GRAVITY BLOCK WALL BETWEEN
0� v \ 310 B.40"�TENTI I _8 RIM EL=302.79
Q / / 9"JUNIPER �/� I IE=293.49'(24"CPEPW) EX ROW H 147+30 TO H 147+78 AND
I 309� 6" JUNIPER SWALE \ I �� IE= 293.59' (24" CPEP SE) H 1 47+78, 30' LT TO H 1 47+78, 37' LT
Li
� BTM EL'�93.59'
5.INSTALL SCHOOL CROSSING ASSEMBLY S1-1 AND W16-7P
_ s PER MUTCD.
- - ss / J1 4I SEJ I OT \303` 4 6. INSTALL WOOD FENCE IN KIND OF EXISTING.
-5- w-W_ W_ --w- 7 -- -w _ I Ic
11 2- 2 2 1 HARR ON AVE NE 5 CD - J - - W` - 7. 48 LF a" DI @ 6.s8%.
H-LINE 6 - 6 2
11 6 145+0 1 - - - - - - - - _ - - �- \ I 8. 20 LF 12" DI @ 0.72%
16 14 2-15 146+00 �� 147+OP 2 2-6' 148+ 0� T- 9. CB 2-21, CB TYPE IL
a7 W - - G - - G - � G 'n- - - - G -7 / IP PSE L- G I
_z / - - - G - - - G - - Gr - - - - G f - I STW PSE^ H 147+84.03, 22.93' LT
_ _ _ RIM EL = 302.19
SD 2'. MPE IP PSECG - - - G - - - - G
_ PS S ddg- -SS - S - is 10. 6.2 LF 12" CPEP @ 8.70%
Q FN�NIIC
g ONLY P a� L- qp IE(IN) - 298.21
" EACT 4" OSIGN - ° ° \ I I I II,">II IE OUT = 297.67
o N 8TH ST S W PSE" DCR 8" DIA li Iy if ( )
1 C GRATE EL= 304.76 II( I \
10 IE=301.17'(12"CPEPN SDCB d8 I 11. CB 2-19, CB TYPE I
n / SDCB (61E NO 1 3 IE= 301.1T (12" CPEP 2 2- 6 GRATE EL= 302.46
G EEL= 306.86 95.46' (12" CPEP N) o I I \3� H 1 45+23.22, 49.79' LT
" IE= 305.6 6" PVC NE BTM EL= 299.56' PLAYGROU-1I I
/ IE= 305.a9' (8� VC SE) ��s I IE= 95.86' (12" CPEP E) - EX ROW RIM EL - 308.07
3 �Q ( ° I EX ROW IE= 294.BTME"CPEP S) 12. INSTALL SCHOOL CROSSING ASSEMBLY S1-1 AND W16-9P.
j BTM EL- 4.86' 1 1 -� `�.,. f l�.M-1) BTM EL= 293.66'
8 /�304 I TCE C 8 2 4 2-18 / i I I I - - 13. INSTALL EXISTING STREET NAME SIGN ON STOP SIGN POST.
�
\ o J - 1
U soc s 4. PROTECT EXISTING SANITARY SEWER DURING DRAINAGE PIPE
GRAT EL=307.39
IE=304. (12"CPEPN) _ I y�.I- I SDMH O INSTALLATION.
$ IE= 303.8 12" CPEP S) I I RIM EL= 302.68
` BTMEL=30 9' III I RIM EL 302.4"CPEPW) 15. REPLACE FRAME AND CIRCULAR GRATE WITH MH FRAME AND
IE= 294.56' (18" CPEP N)
I/ I III I I IE= 294.46'(24" CPEP E) 20 COGVER. DROTATE OPGENING TOoAVOID PEDESTRIAN RAMP.
'C" eo
A O BTM EL= 292.98'
E 'Cam SCALE IN FEET
°°. BROOKS CITY OF 05 Os
n RECOMMENDED AS NOTED oaizoHr . v0 s'e°s�se, A / /2017
FOR APPROVAL `°'°"`� srlcK � REN TON HARRINGTON AVENUE NE PHASE II
ZM • BY 8 J. WILS°N SUNSET COMMUNITY - GREEN CONNECTION
DATUM
BY xcc.c°R. CHUNc Planning/Building/Public Works Dept. SITE PLAN w"oC-2
r NO- REVISION BY DATE APPR P scup nccoRoi"o. �.
�D. ATCHISON Fi °F74
D-373106