HomeMy WebLinkAboutSWP2702172.62" ACP OVERLAY
ACP TRENCH PAT
6" S. 2n d ST.
2" OTHER STREET
A nI /C'^rr Klr-rC -)\
1. TRENCH LIMITS SHALL BE PER 7-04.3(1)A
OF THE SPECIAL PROVISIONS.
0.5' CRUSHED SURFACING TOP COURSE
(INCIDENTAL TO ACP TRENCH PATCH)
NATIVE MATERIAL OR BANK RUN
GRAVEL IF NATIVE MATERIAL IS
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
2. ACP OVERLAY TO EXTEND 1.0' BEYOND ACP TRENCH
PATCH UNLESS WITHIN STREET OVERLAY LIMITS PER
DETAIL 2 ON SHEET 6.
TRENCH SECTION
N TS
TREE NOTES:
1. WORK SHALL BE COMPLETED IN ACCORDANCE
W/ SECTION 8-02 OF THE SPECIFICATIONS AND
THIS DETAIL.
2. FILL PLANTER WITH MULCH TO LEVEL OF
SIDEWALK AFTER INSTALLING TREE
3. AT THE END OF ONE YEAR GUARANTEE PERIOD,
REMOVE MULCH AND STAKES TO DEPTH
NECESSARY TO REINSTALL BRICKWORK
WITHIN PLANTER SURROUNDING THE TREE.
BRICKS SHALL BE SET FLUSH WITH THE
SIDEWALK.
12" MIN.
N OTES
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 Contractor's property to be
disposed of in accordance with the 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.
i /2" DIA. SOFT DARK GREEN
RUBBER HOSE. OVERLAP HOSE
F0 FORM A FIGURE EIGHT. TREE
TRUNK MUST NOT BE IN CONTACT
N/ WOOD BAR OR 12 GA. WIRE.
2"x2%10' WOOD STAKE. PLACE ON CURB
SIDE OF TREE.
WRAP & TWIST 12 GA. WIRE ENDS AROUND 1 "x4" BOARD.
BOARD & STAKE FINISH SHALL BE SMOOTH W/ NO SHARP
OR PROTRUDING BURRS &/OR SPLINTERS.
LAl�) I IINU JUIL ur,L/I.I ../ �/ — . " ,, . , ,, . —
36" GREATER & 1 /3 EXISTING SOIL. THOROUGHLY
WATER SETTLE.
THAN DIA. OF
ROOTBALL
DECIDUOUS TREE PLANTING DETAIL
N TS
GRADE
2" ACP OVERLAY. 2" DEPTH
OF GRIND OR SAWCUT AND
REMOVE EXISTING PAVEMENT
PRIOR TO OVERLAY
EXIST PAVEMENT SURFACE
�--EDGE OF CURB & GUTTER
(TYP BOTH SIDES)
FULL STREET OVERLAY W/ GRINDING
LAKE AVE STA 50+20 TO 50+64
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
OUT BY ENGINEER IN FIELD
EXIST PAVEMENT SURFACE
FULL STREET OVERLAY (MINIMUM GRINDING)
TOBIN STREET STA 99+50 TO 108+00
STREET OVERLAY LIMITS
N TS
EDGE OF PAVEMENT
EDGE OF CURB &GUTTER
(TYP BOTH SIDES)
o- 2i#1zoc
,ITY OF RENTON
`I'MENT 'BLIC WORKS
S. BIN bT. - LAKE AVE.
STORM SYSTEM IMPROVEMENT PROJECT
DESK' ) SW DATE: 7/9/96 FILE NAME: 6575DET
DF N
SCALE FIELD BOOK: 629
SHEET: 6 OF: 6
CHECKED:
NO. REVISION BY I APPR. DATE APPROVED:
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