Merritt_Park Trail Renovation 4_22_24.pdf
PDF 862 KB Posted
- Attached to
- Marritt Park Trail Renovation
- Solicitation number
- PE-63363-NONST-2024-000000016
- Issued by
- Cobb County, Georgia
About this file
This document is a site plan and project details for the Merritt Park Trail Renovation project in Marietta, GA, being conducted by the City of Marietta Department of Parks and Recreation. The project involves constructing a 6-foot wide concrete trail, relocating an existing drop inlet, and related site work within a 25-foot stream buffer. Key details include the proposed trail alignment, removal of existing asphalt, and relocation of two existing benches. The project aims to complete the work by April 22, 2024.
The project plans indicate unit pricing for the concrete trail, demolition work, and drainage improvements. No information is provided on any set-asides, incumbents, funding sources, or contract terms. The drawings show the general scope of work and construction details for the new trail segment.
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| File | Type | Posted |
|---|---|---|
| RFB_24_50460 Marritt Park Trail Renovation.pdf |
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City of Marietta Department of Parks and Recreation P.O. Box 609 205 Lawrence Street Marietta, GA 30061
Phone: (770) 794-5601 Fax: (770) 794-5635
MERRIT
PARK
TRAIL RENOVATION
24hr. Contact Rich Deckman
Deputy Director Marietta Parks, Recreation and Facilities (770)-794-5607
SITE PLAN
10 20 40 80
CONCRETE TRAIL
NOT TO SCALE1
DROP INLET RELOCATION
NOT TO SCALE2
MERRITT PARK
501 WALLACE ROAD
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RUBEN BALCAZAR
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DB 13837 PG 2793
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PB 10 PG 128
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HAROLD & CAROLE HARRIS
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DB 14846 PG 2177
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PB 10 PG 128
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LUCILLE & MARY SOUKUP
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& MARY R. AMEND
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DB 14771 PG 4616
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MARIA CRUZ MANZANO
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DB 14662 PG 5607
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N/F BOB FOX DB 14716 PG 63
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N/F JANETTE E. BLACKSTON DB 14240 PG 5513 PB 10 PG 128
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SUBGRADE
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EXISTING BASE
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4" CONCRETE, 300PSI W/ COMMERCIAL FIBER REINFORCEMENT
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EXISTING ASPHALT
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EDGE OF EXISTING TRAIL
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BROOM FINISH PERPENDICULAR TO DIRECTION OF WALK. 1"R TROWEL W/ 2" SMOOTH EDGE
AutoCAD SHX Text PROVIDE TOOLED CONSTRUCTION JOINTS AT 6' O.C. TYP PROVIDE EXPANSION JOINTS AT 30' O.C OR WHEN ABUTTING TRAIL SECTIONS CONSTRUCTED OVER COMPACTED BASE. EXPANSION JOINT MATERIAL SHALL BE " ASPHALT 12" ASPHALT IMPREGNATED FIBER BOARD.
AutoCAD SHX Text GENERAL NOTES: 1. TRAIL EDGES SHALL BE "DRESSED OUT" AND SEEDED TO TRAIL EDGES SHALL BE "DRESSED OUT" AND SEEDED TO AN EVEN LEVEL GRADE. BACKFILLED EDGES SHALL BE FREE OF G.A.B., ROCKS, BRICKS, BOULDERS, OR OTHER CONSTRUCTION DEBRIS. 2. TRAIL DRESS OUT SHALL BE CONDUCTED IN A MANNER SO TRAIL DRESS OUT SHALL BE CONDUCTED IN A MANNER SO AS TO CAUSE NO DAMAGE TO THE TRAIL SURFACE OR EDGES. ANY DAMAGED AREAS SHALL BE IMMEDIATELY REPAIRED. 3. REMOVAL OF EXISTING TRAIL SHALL INCLUDE EXISTING REMOVAL OF EXISTING TRAIL SHALL INCLUDE EXISTING ASPHALT AS WELL AS ROOTS. 4. ROOTS SHALL BE CUT 18" FROM THE EDGE OF THE ROOTS SHALL BE CUT 18" FROM THE EDGE OF THE PROPOSED TRAIL PAVING. 5. ALL MATERIAL GENERATED FROM DEMOLITION OR ALL MATERIAL GENERATED FROM DEMOLITION OR PREPARATION FOR CONSTRUCTION SHALL BE REMOVED OFF SITE. 6. WIDTH OF NEW TRAIL IN STREAM BUFFER SHALL MATCH WIDTH OF NEW TRAIL IN STREAM BUFFER SHALL MATCH THE EXISTING TRAIL WIDTH.
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DATE:
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DESIGN:
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REVISIONS
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DESCRIPTION
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PROPOSE 6' WIDE CONCRETE TRAIL SEE DETAIL THIS SHEET
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END OF CONCRETE TRAIL. TAPER TO MATCH FINISHED GRADE OF EXISTING TRAIL TYP.
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EXISTING DROP INLETS. EXTEND TO WEST SIDE OF NEW TRAIL
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REMOVE EXISTING ASPHALT
AutoCAD SHX Text WORK IN 25'STREAM BUFFER 365sf
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REMOVE EXISTING ASPHALT
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REMOVE AND RE-INSTALL EXISTING BENCH
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REMOVE AND RE-INSTALL EXISTING BENCH
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STRAW WATTLE STAKED 3' O/C.
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EXTEND DRAIN LINE MATCH EXISTING SIZE
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EXISTING 12" DRAIN LINE
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EXISTING DROP INLET
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SAWCUT EXISTING ASPHALT TRAIL AS NECESSARY TO FACILITATE DRAINAGE WORK
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ALTERNATE 1
INSTALL 5' WIDE CONCRETE TRAIL ON EXISTING ASPHALT TRAIL
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