HomeMy WebLinkAboutSWP2703430.9CT)
y
[h
GENERAL DRAINAGE NOTES:
r ..
_
I 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE
STORM SEWER PIPE.
'— — — — - - -
I DIAMOND2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM :EWER
1 �- 51Lp
LIDS CASINO FIRESTONE PIPE.
i
-----------13 AL TOR!� "CPES21 4 3 * L S M DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS.
12_ !
_ _ T - 4. CATCH BASINS SHALL BE OF THE TYPE LABELED ON THE PLAN OR
-- - —�T. _
J �� -``_ PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS:
2" a. TYPE 1 - RENTON STD. PLAN 200.00
12 CPEP �'mom= b. TYPE 1L - RENTON STD. PLAN 200.10
1 H()6
C. CONCRETE INLET - RENTON STD. PLAN 200.30
8
d. TYPE 2 - RENTON STD. PLAN 201.00
r-- g I 109 8 I I $ 107 5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE
4 3 II 9 8 r�
I I 108 FRAME RENTON STD. PLAN 203,00 AND VANED GRATE
w § ,, � } (RENTON STD.
II F,
PLAN 204,20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE
4 w AS FOLLOWS:
o �---- " o a. STANDARD RECTANGULAR FRAME - RENTON STD. PLAN 204.00
+� l ! o b. BI-DIRECTIONAL VANED GRATE - RENTON STD. PLAN 204.30
CN
00 I 43 0 ' — `- r= 44t 00 4 �+ c. RECTANGULAR SOLID METAL COVER - RENTON STD. PLAN 204.10
-� d. ROUND FRAME AND COVER - RENTON STD. PLAN 204.50
RAINIER AVE S
! 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED
�J
§ 102 ! ! Z ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE.
J
8 4 8 100 8 99 = 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION
F—
U
—� � T _--- — — — — — — — --- --— R•-- "
aS 8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY REMOVAL
_ - OF STRUCTURE AND OBSTRUCTION
t
i2"r 4 12" CPEP 12" CPEP 12" CPEP 9. EXISTING STORM DRAINAGE PIPES AND STRUCTURES SHALL BE
_.gym M
777-- s _ ABANDONED AND FILLED WHERE INDICATED ON THE PLANS IN
_ 82 ACCORDANCE WITH SECTION 2-02.3 4 OF THE SPECIAL PROVISIONS
`. 12 CPEP }
r�T
(FOR PIPES) AND SECTION 7-05.3(2) OF THE STANDARD
SPECIFICATIONS AND SPECIAL PROVISIONS FOR STRUCTURES/ CPF�P` h 12" CPEP ( }.
DRAINAGE CONSTRUCTION NOTES:
(D
CONNECT EXISTING PIPE TO NEW
CATCH BASIN OR MANHOLE
0
CONNECT NEW PIPE TO EXISTING
CATCH BASIN OR MANHOLE
�
REMOVE u ARM DRAIN PIPE (SEE
GENERAL NOTE 8)
04
REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
�5
ADJUST EXISTING RIM TO GRADE
V
ABANDON AND FILL STORM DRAIN
PIPE
0
ABANDON AND FILL STORM DRAIN
STRUCTURE
I NUMBER REVISION DESCRIPTION
DRAINAGE STRUCTURE NOTES:
X SEE PROFILE SHEET 123 FOR DRAINAGE
STRUCTURE AND PIPE INFORMATION
F75] SEE DETAIL -SHEET 127 FOR CONNECTING
EXISTING STORM DRAIN PIPES TO NEW STRUCTURE
- 58 LF TRENCH DRAIN WITH TRAFFIC RATED GRATE
CONNECT TRENCH DRAIN TO OIL WATER SEPARATOR
BY TYPE 1 CB OR MANUFACTURER'S EQUIVALENT
SEE DETAIL, SHEET 129
[3570 OIL WATER SEPARATOR, 4' X 6' WITH
COALESCING PLATE - SEE DETAIL, SHEET 129
♦' R_ S�1
♦ C'Jr
SURVEYED:
KPG
DRAWN BY:
WRE
DESIGN BY:
_WRE_
CHECK BY:
KRS
PROJ VGR:
JF-
FILE : 0655DSTRN101.dwg
ME 4Q n
IM CLIENTS PEOPLE PERFORMANCE
753 9th Avenue N 2502 Jefferson Avenue
Seattle, VVA 98109 Tacoma, DNA 984C2
200 2�� ��4 } 1201 Third Avenue. Suite 1500, Seattle WA 98101 USA
(253) 627.072D T 1 206 441 9335 F 1 205 "8 6922
tww.! g.com E searnail a@ghd,com W www.ghd.com
�-- CITY OF RENTON
..tl
Public Works C'eprat-tment
APPROVED FOR CONSTRUCTION
m
DATE: //1i►14
10. STRUCTURE(S) TO BE PRIVATELY MAINTAINED BY PROPERTY
OWNER (STRUCTURE NO.): 75, 82, 96, 350, 508, 513, 514, 521
CORRESPONDING SHEETS
CATEGORY
I SHEET
RIGHT OF WAY PLANS
EXISTING CONDITIONS
I 15
I 63
SITE PREPARATION & TESC PLAN
77
ALIGNMENT PLAN
89
ALIGNMENT PROFILE
101
DRAINAGE PLAN
112
DRAINAGE PROFILE
123
WATER PLAN
140
WATER PROFILE
154
JOINT UTILITY TRENCH PLAN
172
JOINT UTILITY TRENCH PROFILES
188
PROPERTY RFSTORATION PLANS f
203 f
CHANNEI IZATryON & SIGNING PLAN I
ILLUMINATION PLAN
225
236 '
IRRIGATION PLAN
290
LANDSCAPE PLANe `- �!
302 w 1
0 5 10 20 40 60
SCALE IN FEET
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
STA 42+00 TO STA 45+00
D=343009
BID
DRAWING NO.
1 12 -
PROJECT NO.
TED403430
FED AID NO.
-CM0167(048)
DATE:
NOV 2011
SHEET NO, -112- OF_304
m
m
CA
CA
cn
o
N
d