HomeMy WebLinkAboutD-21720C2" ACP OVERLAY
ACP TRENCH PAT
6" S. 2nd ST.
2" OTHER STREET
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2" ACP OVERLAY. 2" DEPTH
OF GRIND OR SAWCUT AND EXIST PAVEMENT SURFACE
REMOVE EXISTING PAVEMENT
PRIOR TO OVERLAY
0.5' CRUSHED SURFACING TOP COURSE _
(INCIDENTAL TO ACP TRENCH PATCH) - - - -n n- - - --
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EDGE OF CURB & GUTTER
(TYP BOTH SIDES)
NATIVE MATERIAL OR BANK RUN FULL STREET OVERLAY W/ GRINDING
GRAVEL IF NATIVE MATERIAL IS LAKE AVE STA 50 +20 TO 50 +64
UNSUITABLE PER SPECIAL PROVISION 2- 09.3(1)E
BEDDING MATERIAL PER SPECIAL
PROVISION 7- 04.3(1)(B)
(INCIDENTAL TO PIPE)
GRAVEL BACKFILL FOR FOUNDATIONS
IF REQUIRED PER 2- 09.3(1)C
1. TRENCH LIMITS SHALL BE PER 7- 04.3(1)A
OF THE SPECIAL PROVISIONS.
2. ACP OVERLAY TO EXTEND 1.0' BEYOND ACP TRENCH
PATCH UNLESS WITHIN STREET OVERLAY LIMITS PER
DETAIL 2 ON SHEET 6.
TRENCH SECTION
6 NTS
TREE NOTES:
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1. WORK SHALL BE COMPLETED IN ACCORDANCE
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W/ SECTION 8 -02 OF THE SPECIFICATIONS AND
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TREE TRUNK
THIS DETAIL.
NECESSARY TO REINSTALL BRICKWORK
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2. FILL PLANTER WITH MULCH TO LEVEL OF
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= 2" MULCH -
SIDEWALK AFTER INSTALLING TREE
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NOTES
1. A minimum 6 —inch vertical separation shall be provided at utility crossings, unless noted
otherwise on the plans or as allowed by the Engineer. Utility crossing locations and elevations
shall be determined by the contractor in advance of any construction activities.
2. The Contractor shall confirm using smoke, dye, or other testing methods whether pipes noted'
on the plans as abandoned are in fact not being used. Pipes confirmed as abandoned shall be
plugged as noted. Pipes found to be active shall be connected to new structures at no additional
cost. All such testing shall be incidental to the other contract pay items.
3. All removed items of recoverable value shall be carefully salvaged and delivered to the Owner
in good condition and as directed by the Engineer. Materials' and items deemed of no value by the
Engineer shall be removed by the Contractor and become the Contractors property to be
disposed of in accordance with 'he contract.
4. All work within the City of Seattle's Cedar River pipeline right —of —way located parallel to and
adjacent to S. 2nd Street shall be done in accordance with the conditions and requirements of the
City of Seattle. Any costs incurred shall be incidental and included within the bid prices in the
contract. A minimum of 48 hours notice shall be given to the Seattle Water Department prior to
the performance of any work within the pipeline right —of —way.
TREE
1 "x4" BOARD SECUR
2 "x2 "x10' WOOD ST/
1/2" DIA. SOFT DARK GREEN
DUBBER HOSE. OVERLAP HOSE
TO FORM A FIGURE EIGHT. TREE
TRUNK MUST NOT BE IN CONTACT
TOP OF ROOT CROWN TO BE 1" HIGHER
THAN FINISH GRADE.
2 "x2 "x10' WOOD STAKES
NI WOOD BAR OR 12 GA. WIRE
2 "x2 "x10' WOOD STAKE. PLACE ON CURB
SIDE OF TREE.
NRAP & TWIST 12 GA. WIRE ENDS AROUND 1 "x4" BOARD.
BOARD & STAKE FINISH SHALL BE SMOOTH W/ NO SHARP
OR PROTRUDING BURRS & /OR SPLINTERS.
KEEP CLEAR OF ROOTBALL ,� EXISTING GRADE
3. AT THE END OF ONE YEAR GUARANTEE PERIOD,
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REMOVE MULCH AND STAKES TO DEPTH
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FSSNONALO`c'"
DEPARTMENT OF PUBLIC WORKS
.29_96
S. TOBIN ST. - LAKE AVE.
NECESSARY TO REINSTALL BRICKWORK
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WITHIN PLANTER SURROUNDING THE TREE.
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BRICKS SHALL BE SET FLUSH WITH THE
SCALE: AS NOTED
FIELD BOOK, 629
SIDEWALK.
REVISION
BY
DATE
BURLAP AROUND TRUNK.
SHEET: 6 OF: 6
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ii��ii CUT & REMOVE TOP 1/3 OF BURLAP
12" MIN.
EXISTING
SOIL
BACKFILL W/ 2/3 PLANTING SOIL
36" GREATER
& 1/3 EXISTING SOIL. THOROUGHLY
THAN DIA. OF
WATER SETTLE.
ROOTBALL
3
DECIDUOUS TREE PLANTING DETAIL
6
NTS
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ED
EXIST PAVEMENT SURFACE
EDGE OF PAVEMENT
EDGE OF CURB & GUTTER
2" ACP OVERLAY. 2" DEPTH
OF GRIND OR SAWCUT AND
REMOVE EXISTING PAVEMENT
PRIOR TO OVERLAY
HALF STREET OVERLAY W/ GRINDING
LAKE AVE STA 50 +64 TO 58 +80
2" ACP OVERLAY, EXCEPT
EDGES OF NEW MAT
SHALL BE "FEATHERED" TO 1"
MAX. DEPTH AT CURB LINE.
AT CONNECTING STREETS EXISTING
PAVEMENT SHALL BE PLANED.
PER STANDARD PLAN AS MARKED EXIST PAVEMENT SURFACE
OUT BY ENGINEER IN FIELD
�� -- - - EDGE OF PAVEMENT
- - - -- ___
IT EDGE OF CURB & GUTTER
(TYP BOTH SIDES)
FULL STREET OVERLAY (MINIMUM GRINDING)
TOBIN STREET STA 99 +50 TO 108 +00
2 STREET OVERLAY LIMITS
6 NTS
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CITY OF RENTON
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FSSNONALO`c'"
DEPARTMENT OF PUBLIC WORKS
.29_96
S. TOBIN ST. - LAKE AVE.
WIRESID "a" -
STORM SYSTEM IMPROVEMENT PROJECT
DESIGNED:. SW
DRAWN: NJC
CHECKED:
DATE, 7/9/96
FILE NAME: 65755DET
SCALE: AS NOTED
FIELD BOOK, 629
#APP,
REVISION
BY
DATE
APPROVED:
SHEET: 6 OF: 6
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