HomeMy WebLinkAboutD-201302N 10,000
N 9,800
N cl. "CO
7
2 -Y=-
RIM 2 .s�o
57 1 E: SE 5'
.21:61
1 E W 8')=27.EO
-------- ------------- 132' 0 MH
QRTH, 8-1
Pip
- - - - -
- - - -- - - - - - - - - - - - - - - - - - - - - - --
G - - - - - - - -- - - - - - - - - -
S - - - - -- - - - - - - - -
- - - - - - - - - - - - - - - - i-===- SE LPE 3
- - - - - - - - - - - - - = I
2- -- - - - - - - - - - - - - - - - - - --
12) W.U. 's
.... .......
........ ........ .
ORAiN lNLHT - - - - - - - - -
- --
. - - - - - - -
OVERFLOW SPILLWAY Rlm 30.10 if
ED �/ ------- - - -------------------------
I � NNW 6')=29 li�l
STORM WATER DRAINAGE NOTES
THE FOLLOWING APPLY UNLESS OTHERWISE INDICATED:
1. BEFORE ANY CONSTRUCTION OR GEVFiCFM . ENIT I
ACTVITY OCCURS, A PRE -
CONSTRUCTION -
CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TIE CITY OF RENYON
SPECIFICATIONS FOR MUNICIPAL CONSTRUCTION.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCCROIN5Z TO TIE
APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OFF P" LIC W
ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN
APPROVAL FROM THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER OR STORM WATER UTILITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U. S.G.S. UNLESS OTHERWTSE` PROVED By Cl -1Y
� 1 _ OFRUEENTON
DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION
lz
---------------------------- ------- ------ ----- - ------- - --- ------------------ ARE NOTED ON THE PLANS. SEE UW6.5 U15 TO Wid.
L 28.07, SEE ---------- ----------------------- - -------- - - ------ ...... --- -------------
:.R^ 7;: DISC 'N SW
6. ALL SEDIMENTATION/EROSION FACILITIES MUST Bc IN OPERATION FRIG 10
D CS 3
Su2O)
Ei ION. "NO Iry BE SATISFACTO ILY
CLEARING AND BUILDING CONSTRUCT R
N9950, _LETE EY
MAINTAINED UNTIL CONSTRUCTION IS COMP E ED AND THE POlarFIAL FOR
)6t a' CUP, X E5283' DWGS SD25 T
------ -------------- Plit 26.20 -ERFLOW S7UCTURE ON-S[TE EROSION HAS PASSED. SEE TO SD28.
-GRAVEL FILTER tm
kzt
SE PLAIN SHT ED24
Twu Wo S70PU U- 4' -EXIST.
RIM 27.G9 If 24.20 72*o Mi 7. ALL RETENTION /DETENTION FACIL lTTEc MUST BE INSTALLED AND IN OPERATION
2._ .41 -IT 71.25 uj
LiA SEEDED BIOFILTRATION PRIOR TO OR IN CONJUNCTION WITHAL CONSTRUCTION ACTIVITY UNLESS
OR PROFILE RIM VP 25 / i-
q -F 24.25 2.1 OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM
E5 I I ! - AREA
I E 23 2714
SEE LINE 14 N WATER UTILITY,
N9899.67
E 2,0:7<
IE 2
E5423.5
DWG SO 22 R19 -/8.CO :'ET=-%T7LN PGkT, COD „FADED
I LE 2LO, 7L-i I
STORM MH 8 5 8. FOR LANDSCAPING SEE LANDSCAPE DRAWINGS.
7 AREA
! i NOB49. _,IE 21.25 1S` No-lits)
7 it II L
_j pt4i 27.0
x
/.iE 20.92 71,
12' 0 10 LF E53
30, S-D ".0 LF a 0 ?1 c:l AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
RIMf27.5; ST
so 7 FOUNDATION IN ACCORDANCE WITH SECTION 7- 32.311) OF THE CURRENT STATE
9. ALL PIPE
- - - - - - - - - - - - -
IE(25 OF WASHINGTON STANDARD SPECIFICAT IONS FOR ROAD AND BRIDGE
S-724-
0�4 E 25. 0
TYPE 1 C---�-
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
26'" BU 1LD i IE 23.40
�Ng 46 24.97
BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT
N G
E5297 AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO
RIN .:25 58 S t9 �Ur L�JAL THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
�21 Q7
TYPE �IEI�3. d '.7 Tr
5-10 DENSE UNYIELDING BASE. SEE SO 24 FOR PIPE BEDDING AND BACKFILL.
Rim :6•14
Kut-, LLt
- PVC TO Z
(54 4 SEE [NE 12
S7CRU LIH 10. PIPE SHALL BE REINFORCED CONCRETE (RCP) WITH RUBBER GASKETE JOINTS
DWG'. PER ASTM C76, CLASS Ill EXCEPT 12 '-INCH AND UNDER SHALL BE PVC
<
":.w 11 SOR PERASTM 03034.
RN ZG.,5
S;= -To' I
m F PIA
r ITY OF RENTON STANDARD PLAN SHEET 3.2 .3
.22'
ij�Fbll RO�L 1 11. PROVIDE CATCH BASIN (CB) PER Cl
uH SE r'
, f, ;D�:7 7R
AINSVEER E IniECK 54' DIA. EXCEPT 60' OIA. FOR 30' O[A PIPE EXCEPT WHERE INDICATED USE
;SEE -NNE 11
- - - - - - - --------- -- ---- - - - - - - - - - - - I I 'AMS prD
75
!DWG U Nsb; 5 C-4 0 - TYPE I CB PER CITY OF RENTON STANDARD PLAN SHE-El 3.2.2.
j,, , ;
x , 1, :�i , E__ I -
LY .Z' Pvc)
------- CB i3l M 12.
25 'q.__ ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT
----------- L-Z - ------ ?7 ------ - ---------- N9728.3
------------------- - - --- -- -- ------ ---
C:"'� -`W ',tR LEVEL .
-6 E5358.5
---- ---- --------- ------ - ' I ' OIL I k -RENTON STANDARD PLAN S110-7 7.2.3.
N cl 'r 0 13. DFROVIOE MANHOLES (MH) PER CITY OF r. j
T/D 29.00 •R IM M 28.0
--- --------------- SEPAqk�GR ol' t T Nor 1 '0 54' 0 !A. 07A. FOR 30* OIA. PIPE. w. IE'26.00 HI GH L N
LL-3-54 � - GO'
W/ SOLID LOCK
:7-7 :"POP MH PER ST ANDARD PLAN SHEET
IV- - - - - - - - - -
'AL-i T ------
C 5
- --------- -- ---- --- -NUATION OF STORM WAIER
----------- ---- (FOR CONTI TC
X, E
F 1 1
10' SO 5 LF DRAINAGE NOTES, SE-. SHEET 5018)
7 _NC
19
CHECKED FOR COMPLIANCE
Al TO CDARDS FJR A- RCiVAL
_iLca�,L_ Date AR'
EA "A" S�IQRM DRAINAGE PLAN
Cat cc
PLAN REVIEW 0
Date z
swP-14 -2013
- AL
C17Y OF RENT LA UM PER BENCHMARK 11-1-484
U.S L t S EHRASS CAP FLUSH WITH CONCRETE
1 E NORTHEAST CORNER OF THE
WALK _ IT
BOULEVARD
t\'TERSECTDON OF LAKE WASHINGTON
I L T ?
ON
NORTH 8TH STREET STAMPED:
'L-384 RESET 1962' ELEVATION = 26.53
/_ -
( _\1"
1
F 25.28-
DrLA 7
22, 'S7' 7
WS 3/22
Z------------
T/D 28.30'
IE 25�41
EH
BY APPR. D'
Z--Z
zz j=
= "
Z2. 'Is--As
3. M-A • POND C A r' C
1-40,000 CUBIC OVERFLOW
20-1
a C ---- --------- - -- --
s:_j
FOR PROFILE
STORM vull
DWG S022
- - - ------
7
21.50
IE
FOR n.JTlN-
z
T/D 28.3
ic '4 .8_t __
IE�25.51
T/D 26.97
_
IE 25.97
SZ T, 7 + r� -2 R F CH :CRAIN�;
CORR D R 0 r- L E
3
n c V _�_C�
SEE L
On SD23
MANIJ'_i�K' T TN;'
L)
U
T DM EU_ 1
.0
. .
.. . .. . .. . .. .. . .. . . - - --
- ..- --- •-- - -
-_ -. - - - -- - -- - -- - - - -- - --
NUA J-'�
MA :NE N 9,4110 FCR r� CN TION SEE DWG SD19
VPPTirm nATi-,U-
CHECKED FOR COMPLIANCE
Al TO CDARDS FJR A- RCiVAL
_iLca�,L_ Date AR'
EA "A" S�IQRM DRAINAGE PLAN
Cat cc
PLAN REVIEW 0
Date z
swP-14 -2013
- AL
C17Y OF RENT LA UM PER BENCHMARK 11-1-484
U.S L t S EHRASS CAP FLUSH WITH CONCRETE
1 E NORTHEAST CORNER OF THE
WALK _ IT
BOULEVARD
t\'TERSECTDON OF LAKE WASHINGTON
I L T ?
ON
NORTH 8TH STREET STAMPED:
'L-384 RESET 1962' ELEVATION = 26.53
/_ -
( _\1"
1
��17__. 1125 x a- ELEV 23.75
i r BULLETIN -1
WS 3/22
j- PC D E
2. mOT r _N LEV:
W. OC 21RAVc L FILTER: 23.75
BY APPR. D'
E. OF GRAVEL FILTER: 24.42
3. M-A • POND C A r' C
1-40,000 CUBIC OVERFLOW
KEY PLAN
NO SCAL-7-
BULLETIN #2
i r BULLETIN -1
WS 3/22
0 ISSUEO FOR CONSTRUCTION
N0. RE`i1SCN
BY APPR. D'
SSOE.
ENGINEERS ARCHITECTS PLANNERS
3015 112TH AVENUE. N.E., SU7-= 101
SELLEVUE. WASHING- ON 98COS
'''E-'
10JECT <3 15 '.0!I
Us ER OF
Nc D 7
CITY OF R E N T 0 N
DEPARTMENT OF PUBLIC WORKS
AREA "A" STORM DRAINAGE PLAN
OtNUNLU: Y..1) DATE: 10-31-91 i FILE NAME: 5011SD17
DRAWN: C. H. D. :- -
CHECKED- SCALE: 1'=40' FFuI 8=
APPROVED: I SHEET: OF:
I AL I