HomeMy WebLinkAboutSWP2703430.10000NNECT EXISTING PIPE TO NEW CATCH BASIN OR MANHOLE
(:2 ) CONNECT NEW PIPE TO EXISTING CATCH BASIN OR MANHOLE
O3 REMOVE STORM DRAIN PIPE (SEE GENERAL NOTE S)
O4 REMOVE STORM DRAIN STRUCTURE (SEE GENERAL NOTE 8)
O5 ADJUST EXISTING RIM TO GRADE
O6 FIELD VERIFY LOW POINT PRIOR TO CB INSTALLATION
O8 ABANDON AND FILL STORM DRAIN PIPE
Og ABANDON AND FILL STORM DRAIN STRUCTURE
D
RECONNECT EXISTING CANOPY DRAIN PIPE TO
C8509 USING 6" PVC DRAIN PIPE
ADDENDUM #1
NUMBER
REVISION DESCRIPTION
WRE 1 1 12/07/11
i
602
A
LAKE AVENUE S STREET VACATION
EX. 60' WIDE CITY UTILITY EASEMENT
R 'st
SURVEYED:
KPG
N 6P ..Wgsy %♦
DRAWN BY:
WRE -- -
'
N r
DESIGN BY:
WRE
-
CHECK BY:
KRS
9,33806
G1sTEP`
PROJ MGR:
JF
I a
FILE 0655DSTRA101.dwg
ISEE
ISTRUCTURE
PROFILE SHEETS 123 & 124 FOR DRAINAGE
AND PIPE INFORMATION
REPLACE EXISTING CATCH BASIN WITH
TYPE 2 CB, 48» DIA
94
SEE DETAIL SHEET 126 FOR NEW WEST ACCESS
STA/OFF = ±47+04.2 (93.8 L)
STRUCTURE FOR EXISTING BOX CULVERT
RIM = ±31.5
FOIL
1
WATER SEPARATOR, 4' X 6' WITH
IE = MATCH EXISTING
COALESCING PLATE, SEE DETAIL - SHEET 129
F151
REPLACE EXISTING CATCH BASIN WITH
[113
NEW EAST ACCESS STRUCTURE FOR EXISTING
TYPE 1 CB
STA/OFF= f48+10.4 (41.1 L)
BOX CULVERT BY OTHERS
( )
RIM = ±32.5
114
TYPE 1 CB (BY OTHERS)
IE =MATCH EXISTING
F6OO
TYPE 2 CB, 84" DIA (BY OTHERS) AND
36 CPEP (BY OTHERS)
2 CB, 72" DIA (BY OTHERS) AND
F601TYPE
36" CPEP (BY OTHERS)
I E Em"'
� CLIEN-TS PEOPLE � PERFORMANCE
753 9th Avenue N 2502 Jefferson Avenue
Seattle, WA 98109 Tecama„ INA 984C2
Z�f3 �86 16C �53 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
(f �2T �i�2Q T 1 206 441 9335 F 1 205 446 6922
wwwApg.Cam E searnailgghd,Gom W www.ghd.com
TYPE 1 CB (BY OTHERS) AND
602 12" CPEP (BY OTHERS)
F6013TYPE 1 CB
STA 464-94 (Q1 R R1
RIM:
±31.0 (MATCH EX)
IE =
26.85 12" CPEP(N,W)
CONNECT TO CB602,
21 LF
12" CPEP ®1.21 %
A 604 TYPE
STANDARD
1 CB
RECTANGULAR FRAME
STA
46+44 (42.8 R)
RIM:
±30.7 (MATCH EX)
IE =
27.48 12" CPEP(E)
CONNECT TO CB603,
52LF
12" CPEP 01.21
CITY OF RENTON
Fublic 'Works Depar'trn��nt
APPROVED FOR CONSTRUCTION
w
DATE: *&
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 ON THE PLAN OR
PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS:
a. TYPE 1 - RENTON STD. PLAN 200.00
b. TYPE 1L - 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 CALLOUTS AND RIM ELEVATIONS PROVIDED
ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE.
7, SE.E DRAWING NO. 11.9 FOR TYPIC,AI.. (PIPE T1=ENCit CROSS SrE�,AROJN
8. DRAINAGE STRUCTURE AND PIPE REMOVALS PAID FOR BY "REMOVAL
OF STRUCTURE AND OBSTRUCTION"
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 PRPERTY
OWNER (STRUCTURE NO.): 111, 112, 509
CORRESPONDING SHEETS
CATEGORY
SHEET
RIGHT OF WAY PLANS
16
EXISTING CONDITIONS
64
SITE PREPARATION & TESC PLAN
78-
-- ALIGNMENT PLAN--- -- - -
ALIGNMENT PROFILE
90 ----
102
DRAINAGE PLAN
113
-------
DRAINAGE PROFILE
-
123,124
WATER PLAN
141
WATER PROFILE
JOINT UTILITY TRENCH PLAN
$55 I
173
JOINT UTILITY TRENCH PROFILES
189
PROPERTY RESTORATION PLANS
204
CHANNELIZATION & SIGNING PLAN
226
ILLUMINATION PLAN
_
237
IRRIGATION PLAN
_-
291
LANDSCAPE PLAN
303
0 5 10 20 40 60
SCALE IN FEET
RAINIER AVENUE S (SR 167)
S GRADY WAY TO S 2ND ST
DRAINAGE FLAN
STA 45+00 TO STA 49+00
D=3430 10
BID
DOCUMENTS
DRAWING NO.
1 13
PROJECT NO.
TED403430
FF!_; AID NO.
-CM0t1(6 tQ48)
DATE:
IN 10 V .'_' 01 1
SHE ET NO. _1.13. OF _304