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DRAINAGE CONSTRUCTION NOTES:
O1 CONNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE
0 CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE
% REMOTE STORM DRAIN PIPE (SEE GENERAL NOTE 8)
v
O REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 81)
ADJUST EXISTING RIM TO GRADE
a ABANDON AND FILL STORM DRAIN PIPE
ABANDON AND FILL STORM DRAIN STRUCTURE
16 INSTALL FILTERRA 4' X 4' TREE BOX UNIT
17 CONNECT FILTERRA 8" CPEP OUTLET PIPE TO CATCH BASIN
REVISION DESCRIPTION
DRAINAGE STRUCTURE NOTES:
X SEE PROFILE SHEETS 12C & 121 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
76
SEE
DETAIL
- SHEET
127,
PIPE CONNECTIONS
77
SEE
DETAIL
- SHEET
127,
PIPE CONNECTIONS
[84]
SEE
DETAIL -
SHEET
127
FOR CONNECTING TO
EXISTING
STORM
DRAIN STRUCTURE
[202]SEE
DETAIL -
SHEET
125,
FILTERRA UNIT
FQ3
SEE
DETAIL -
SHEET
125,
FILTERRA UNIT
BY I APP.I DATE.
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4
3,3f30t3
$111
SURVEYED:
KPG
DRA'NN BY:
WRE
DESIGN BY:
_ WRE
CHECK BY:
KRS-
PROJ MGR:
_JF -_-_-
FILE OE55DSTRM01.dwg
]PIC1411
753 9th Avenue N 2502 Jefferson Avenue
Seattle. WA 98109 T3coma,INA 984(2
(206) 286-164C (253) 627.0720
Ww+a.kpg.com
CLIENTS I PEOPLE I PERFORMANCE
1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
T 1 2% 441 9335 F 1 205 448 6922
E seamail@ghd.com W www.ghd.com
CITY OF RENTON
Fublic Works Depertment
APPROVED FOR CONSTRUCTION
BY: , DATE:llf*llf-
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GENERAL DRAINAGE NOTES:
1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STORM SEWER PIPE.
2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER
PIPE.
3, ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS,
4. CATCH BASINS SHALL BE OF THE TYPE LABELED 01' THE PLAN OR
PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS:
a. TYPE 1 - RENTON STD, PLAN 200.00
b. TYPE 1 L - RENTON STD. PLAN 200.10
c. CONCRETE INLET - RENTON STD. PLAN 200.30
d. TYPE 2 - RENTON STD. PLAN 201.00
5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE
FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD.
PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE
AS FOLLOWS:
a. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00
b. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30
c. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10
d. ROUND FRAME AND COVER -- RENTON STD. PLAN 204.50
6. STATION/OFFSET LOCATION CAI -LOUTS AND RIM ELEVATIONS PROVIDED
ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE.
7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION
8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL
OF STRUCTURE AND OI S-IUC T ION"
9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE
ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN
ACCORDANCE WITH SECTION 2-02.3(4) OF THE SPECIAL PROVISIONS
(FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS (FOR STRUCTURES).
10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY
OWNER (STRUCTURE NO.): 512, 520
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
13
EXISTING CONDITIONS
61
SITE PREPARATION & TESC PLAN
75
ALIGNMENT PLAN
87
ALIGNMENT PROFILE
99
DRAINAGE PLAN
! 110
DRAINAGE PROFILE
120,121
WATER PLAN
138
WATER PROFILE
152,158
JOINT UTILITY TRENCH PLAN
170
I NIT' t^ i Y' ' �f `f ', ; t'` �' s' f,
,I01N� � (i rIL1I Y Ikc,NC'� PIf 0Fr
186
PROPERTY RESTORATION PLANS
201
CHANNELIZATION & SIGNING PLAN
223
ILLUMINATION PLAN
234
IRRIGATION PLAN
288
LANDSCAPE PLAN
300
-_
0 5 10 20 40 60
SCALE IN FEET
RAINIER. AVENUE S (SR 167)
S GRADY WAY TO S ?ND ST
DRAINAGE PLAN
STA 33+50 TO STA 38+00
D=343007
BID
DOCUMENTS'
DRAWING NO.
110
PROJECT NO.
TED403430
FED AID NO.
-CM0167(0481
DATE:
NOV 2011
SHEET NO, 110_ OF304