HomeMy WebLinkAboutD-22661EN
N
N
07
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
MAINS TO BE RELOCATED AND /OR AS DIRECTED
BY THE ENGINEER.
2. CITY CREW WILL. CUT AND CAP EXISTING WATE^
MAINS AT BOTH ENDS AND INSTALL TEMPORARY
CAPS AND PLUGS ON END OF EXISTING MAINS AND
VALVES, AND SHACKLE CAPS DEADMAN BLOCKS.
3. CONTRA( -FOR TO INSTALL NEW STORM PIPE AS
SHOWN ON THE PLANS.
4. CITY CREW WILL ASSEMBLE AND INSTALL NEW
PIPES AND FITTINGS UNDER NEW STORM LINE AND
EXTEND SHACKLE RODS FROM DEADMAN BLOCKS
ACROSS NEW PIPE AND FITTINGS AS SHOWN ON
PLANS AND DETAILS. CITY CREW WILL CONNECT
RELOCATED WATER MAIN TO EXISTING WATER MAIN
AND VALVES.
5. CONTRACTOR TO POUR THRUST BLOCKS AT
FITTINGS AS SHOWN ON PLAN AND DETAILS,
BACKFILL AND COMPACT TRENCH. CONTRACTOR
SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT,
EXCAVATION, AND OTHER WORK AS DESCRIBED IN
CITY OF RENTON SUPPLEMENT SPECIFICATIONS
SECTION 7- 11.3(9)A "CONNECTION TO EXISTING
WATERMAINS (RC)
1' 1' 2.5' 1' 1'
MIN IMIN MIN MIN MIN
I,
2,>
CLASS `B'
1
I
� I
I
I
REMOVE MINIMUM 2" DEPTH
1' 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
�i AS REQUIRED BY ENGINEER
EXTENT OF
TRENCH EXCAVATION
* MINIMUM ACP DEPTH SHALL BE:
RAMP
ACCE�
WATERLINE RELOCATION DETAIL (7��
SCALE: NITS XX
Q WATER MAIN RELOCA -I2ONS 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
12"--]
POND Q
2 MIN BOTTOM EL 406.0
c9ou u o� 0 o c0
EL 405.5
- 000
SHACKLE
3" CSBC, MIN
COMPACT DEPTH
CONSTRUCTION GEOTEXTILE
FOR CONCRETE TO SET
FOR PERMANENT EROSION
— I— (—
RODS
SECTION A —A
CLASS c)
SPOOL DI (MJ)
EXISTING
Q 18 MiN.
.'. -_ -.
4 45° BENDS (MJxMJ) (TYP)
EXISTING WATER MAIN
SLEEVE OR ADAPTER
1 (CI ro DI) EXISTING
I EXISTING WATER
WATER MAIN
11
1
CUT OUT AND REMOVE
WATER MAIN VALVE
EXISTING
TEE
SPOOL iNEW GATE SPOOL_
❑O RELOCATED
NEW STORM
SHACKLE RODS
DI VALVE DI
(MJxMJ)
ABOVE STORM
WATER PIPE
VERIFY
FLANGED TEE
SLEEVE OR ADAPTER
la" IMIN
- - ---
-
� �
' 1.8„
AT VALVE
DEADMAN ANCHOR
(Cl TO DI )
.^
MIN
BLOCK
VERTICAL CONC.
SEE DETAIL
SHACKLE RODS (TYP)
BLOCK 3'x3'x3'
(SEE CITY DETAIL BR -27)
=
( L i
FOR 6 "WM USE 2 -5/8"
SEE STD DETAIL B -22
XX
"WM
FOR TIE ROD REQMTS
8 4 -5/8"
DI PIPE SPOOL
10 "WM 4 -3/4"
CONC T 'ST K LENGTH AS NEEDED (TYP) CO THRUST BLOCK
MIN 2'x1'
MIN 2 " X1'
1' 1' 2.5' 1' 1'
MIN IMIN MIN MIN MIN
I,
2,>
CLASS `B'
1
I
� I
I
I
REMOVE MINIMUM 2" DEPTH
1' 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
�i AS REQUIRED BY ENGINEER
EXTENT OF
TRENCH EXCAVATION
* MINIMUM ACP DEPTH SHALL BE:
RAMP
ACCE�
WATERLINE RELOCATION DETAIL (7��
SCALE: NITS XX
Q WATER MAIN RELOCA -I2ONS 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
12"--]
POND Q
2 MIN BOTTOM EL 406.0
c9ou u o� 0 o c0
EL 405.5
- 000
y° Q
3" CSBC, MIN
COMPACT DEPTH
CONSTRUCTION GEOTEXTILE
FOR CONCRETE TO SET
FOR PERMANENT EROSION
— I— (—
CONTROL (HIGH SURVIVABILITY,
SECTION A —A
CLASS c)
QUARRY SPALL ACCESS
RAMP AND PAD
Q 18 MiN.
SCALE: NTS
XX
PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS o�Re „d qo
& INDUSTRIAL ACCESS STREETS — 6” ACP CLASS `E' OR 'B' 3 °
RESIDENTIAL ACCESS STREETS — 2" ACP CLASS `E' OR `B' ORIGINAL PLANS STAMPED BY:
TYPICAL PATCH FOR �� p395 8 �' LAYMAN REID ADAMS ON 5/27/03
-,;.Ew
FLEXIBLE PAVEMENT �3� � PE #39578 EXPIRES: 4/25/04
P �L S
SCALE: NTS XXcH2M HILL
...DW 10/9 CHUNG
■ CH2RA"ILL , 2 AS -BUILT REVISION-QUARRY AND ALL ADDED BY CITY CI RENTON DWG J. pREfS
1 REVISION - QUARRY SPALL ACCESS RAMP BY CITY DING 03 �+�
c R. ADAMS
N0. REVISION BY DATE APPR PLATIN
#4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS
IN EACH DIRECTION ON CENTER OF PIPE
CENTER IN CONCRETE
PLACE CONCRETE
(FT)
AGAINST UNDISTURBED
PIPE
EARTH BOTH FACES
DIAMETER
ALLOW 5 —DAY CURING TIME
VARIES
FOR CONCRETE TO SET
ri
— I— (—
o-
>
0
U a-
ro
8'
8'
Q 18 MiN.
�IIIIIII IIII�IIIIIIII . �IIII
tE!i CLASS 5 1/2 SACK
SHAKLE OD CONCRETE
(AS REQUIRED) PLAN VIEW 3000 PSI MIN
#4 REBAR 8" ON CENTER (4) 3/4" SHACKLE RODS
IN EACH DIRECTION ON CENTER OF PIPE
CENTER IN CONCRETE
(FT)
(FT)
(FT)
B 23 +93 LT
6'
8'
6'
B 23 +64 LT
4'
8'
— I— (—
o-
>
0
U a-
ro
8'
8'
---I-
f 5 —
TYPICAL CONCRETE DEADMAN
ANCHOR BLOCK DETAIL
SCALE: NTS XX
- - - - - -- ----- - - - - --
® - - - - -- ----- - - - - -- _
— - — - — - . . . . . . - - - - - - — - — - — - — - — - — - — - —
.PLAN
BEVELED
END SECTION
D 1, _0.
MIN.
CONSTRUCTION GEOTEXTILE 12"
FOR PERMANENT EROSION
CONTROL (HIGH SURVIVABILITY,
CLASS - -
SECTION A —A
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'
%SLOPE VARIES, SEE
DRAINAGE PLANS
/ IF 2 LONGITUDINAL
STRIPS OF GEOTEXTILE
ARE REQUIRED, SEW
SEAM INSTEAD OF
OVERLAPPING
QUARRY
SPALLS
NOTES: �� I
1. IN SOME LOCATIONS, INVERTS OF PIPES DISCHARGING INTO DITCHES SHALL
BE HIGHER THAN THE DITCH INVERT. SEE DRAINAGE PROFILES. RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 5/28/03
ROCK PAD AT PIPE END S RONALD STRAKA 5/28/03
SCALE: NTS XX BY
So". �` HIM 1 ° CITY OF N.E. 10th STREET /ANACORTES AVE. N.E. MAY 2003
AS SHOWN WD 1M7im -
REN TON DETENTION POND AND STORM SYSTEM FAM
I� n(-n]MA IMPROVEMENT PROJECT
as Planning /Building /Public Works Dept. DRAINAGE DETAILS DD -2
F INN Q* SMSI
SGNE 111000FIN) iY
018M 17 W17
SCANNED OCT 0 8 .?"