HomeMy WebLinkAboutSWP2702266.12N
CONSTRUCTION NOTES AND RELOCATION
SEQUENCING:
1. CONTRACTOR TO INSTALL CONCRETE DEADMAN ANCHOR
BLOCKS AND SHACKLE RODS AROUND EXISTING
WATER MAINS TO BE RELOCATED, AND/OR AS
DIRECTED BY THE ENGINEER. ALLOW 5 DAYS
CONCRETE CURING TIME BEFORE CAPPING EXISTING
- - --
SHACKLE
RODS
_-
r
- --
--
, !E'7
-
SPOOL Di (MJ)
MAINS TO BE RELOCATED AND/OR AS DIRECTED
BY THE ENGINEER.
-
SLEEVE OR ADAPTER
(CI To D1)
2. CITY CREW WILL CUT AND CAP EXISTING WATER
MAINS AT BOTH ENDS AND INSTALL TEMPORARY
EXISTING
.. '-
4 45' BENDS (MJxMJ) (TYP)
EXISTING
WATER MAIN
EXISTING
EXISTING WATER
CAPS AND PLUGS ON END OF EXISTING MAINS AND
WATER MAIN
CUT
OUT AND REMOVE
WATER MAIN VALVE EXISTING
VALVES, AND SHACKLE CAPS TO DEADMAN BLOCKS.
TEE
3. CONTRACTOR TO INSTALL NEW STORM PIPE AS
SHOWN ON THE PLANS.
SPOOL NEW GATE
SPOOL
❑2 RELOCATEDU!:
NEW STORM
SHACKLE RODS
4. CITY CREW WILL ASSEMBLE AND INSTALL NEW
VALVE
DI
ABOVE STORMWATER
PIPE
VERIFY
PIPES AND FITTINGS UNDER NEW STORM LINE AND
DI
(MJxMJ)
FLANGED TEE
EXTEND SHACKLE RODS FROM DEADMAN BLOCKS
��
AT VALVE
ACROSS NEW PIPE AND FITTINGS AS SHOWN ON
SLEEVE OR ADAPTER
18" MIN
18
PLANS AND DETAILS. CITY CREW WILL CONNECT
DEADMAN ANCHOR
(CI TO DI)
-M1N
RELOCATED WATER MAIN TO EXISTING WATER MAIN
BLOCK
VERTICAL CONC.
AND VALVES.
SEE DETAIL
SHACKLE RODS
(TYP)
BLOCK 3'x3'x3'
5. CONTRACTOR TO POUR THRUST BLOCKS AT
(SEE CITY DETAIL
BR-27)
FITTINGS AS SHOWN ON PLAN AND DETAILS,
2
FOR 6"WM USE
2-5/8"
/
SEE STD DETAIL B-22
BACKFILL AND COMPACT TRENCH. CONTRACTOR
XX
8"WM
4-5/8"
FOR TIE ROD REQMTS
SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,
10 WM
4-3/4
DI PIPE SPOOL
CONC T ST K
CON
THRUST BLOCK
EXCAVATION, AND OTHER WORK AS DESCRIBED IN
LENGTH AS NEEDED
(TYP)
MIN
2 2'x1'
CITY OF RENTON SUPPLEMENT SPECIFICATIONS
MIN 2'x1'
SECTION 7-11.3(9)A "CONNECTION TO EXISTING
WATERMAINS (RC)
WATERLINE RELOCATION
D ETA L
�M11N �MIN1� MIN IMIN�MIN
11
SS 'B'
REMOVE MINIMUM -1 2" DEPTH
I BEYOND TRENCH GRIND OR
AND ANY DAMAGED EXTENT OF SAWCUT AND
PAVEMENT TRENCH REMOVE
EXCAVATION
6.5' MIN.
1' 1' 2.5 1' 1'
MIN MIN MIN MIN MIN
2
CLASS 'B' � * ACP CLASS "E" OR "B"
6" CRUSHED SURFACING
TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL,
OR BACKFILL
AS REQUIRED BY ENGINEER
EXTENT OF
TRENCH EXCAVATION
* MINIMUM ACP DEPTH SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS Reid
& INDUSTRIAL ACCESS STREETS — 6" ACP CLASS `E' OR `B'
RESIDENTIAL ACCESS STREETS 2" ACP CLASS `E' OR `B'
TYPICAL PATCH FOR
S�ONAI Ea
FLEXIBLE PAVEMENT 3
SCALE: NTS XX
H MHILL
SCALE: NTS XX
❑2 WATER MAIN RELOCATIONS INSTALLED BY CITY MAINTENANCE CREW.
WATER MAINS RELOCATED ABOVE THE NEW STORM LINES.
SHACKLED FROM DEADMAN TO TEE, BLOCKS NOT USED
15% MAX QUARRY
SLOPE SPALLS-
POND 0
12 2 MIN BOTTOM EL 406.0
p0900 co op 1
oo o�p o 00 EL 405.5
0Q) o 1 9 > Q
1
3" CSBC, MIN CONSTRUCTION GEOTEXTILE
COMPACT DEPTH FOR PERMANENT EROSION
CONTROL (HIGH SURVIVABILITY,
S ECTI 0 N AA CLASS c)
QUARRY S PALL ACCESS
RAMP AND PAD K7�
SCALE: NTS
ORIGINAL PLANS STAMPED BY:
WYMAN REID ADAMS ON 5/27/03
PE #39578 EXPIRES: 4/25/04
z AS —BUILT INFO AND NOTED ADDED BY CITY OF RENTON
1 REVISION —QUARRY SPALL ACCESS RAMP BY CITY
NO. REVISION
XX
r
PIPE
DIAMETER
VARIES
rq U
SHACKLE RODS
(AS REQUIRED)
PLACE CONCRETE
AGAINST UNDISTURBED
EARTH BOTH FACES
ALLOW 5-DAY CURING TIME
FOR CONCRETE TO SET
18' MIN.
=1111 =III 11
CLASS 5 1 /2 SACK
CONCRETE
�nnn PSI MIN
P LAN VIEW
#4 REBAR 8" ON CENTER
IN EACH DIRECTION
CENTER IN CONCRETE
4'
(4) 3/4" SHACKLE RODS
ON CENTER OF PIPE
f
TYPICAL CONCRETE DEADMAN
ANCHOR BLOCK DETAIL
SCALE: NTS
L
A- ----------------- ---------------------- —HMI,
BEVELED
FNn �FnTInN
D
�e
CONSTRUCTION GEOTEXTILE
FOR PERMANENT EROSION
CONTROL (HIGH SURVIVABILITY,
CLASS C)
o'
LLJ
0
�51
Pi PIPE LOCATION
(FT)
(FT)
(FT)
B 23+93 LT
6'
8'
6'
B 23+64 LT
6'
8'
6'
B 23+50 LT
8'
8'
9'
�mE VARIES, SEE
qGE PLANS
2 LONGITUDINAL
RIPS OF GEOTEXTILE
E REQUIRED, SEW
AM INSTEAD OF
ERLAPPING
QUARRY
SPALLS
A(Z-PHII
NOTES:
1. IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL
BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES.
ROCK PAD AT PIPE END
SCALE: NTS
SURVEY
M.
HILL NGRVEMrA wM,� �� �� CITY 0 F DEM . AS SHOWN
R. CHUNG .� RENTON
DWC 7/20% J. PRETS ONE IPM DATUM
DWC 10/9/03 CHECK . ADAMS AT FULL � Planning/Building/Public Works Dept.
IF NOT ONE ww
BY DATE APPR SME ACDOOMMY
T. PLATIN
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 5/28/03
RONALD STRAKA 5/28/03
XX I BY
N.E. 10th STREET/ANACORTES AVE. N.E.
DETENTION POND AND STORM SYSTEM
IMPROVEMENT PROJECT
DRAINAGE DETAILS
mm,
MAY
2003
MU. ML-
PAGE:
DRAWING NO.
DD-2
ter. 17
OF.
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