A06_Drawings.pdf

PDF 3 MB Posted Jul 7, 2021

Attached to: GETT-REPVE DEVIL DEN WALKING TRAILS MOD1 Federal contract opportunity
Solicitation number: 140P4221R0020
Issued by: Department of the Interior National Park Service Northeast Region

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Written by GovTribe AI · Dec 28, 2023

This request for proposal solicits construction services for repaving Devil's Den walking trails at Gettysburg National Military Park. The project scope includes replacing existing trails and masonry stairways with exposed aggregate concrete, installing new granite stairways and colored concrete curbing, and performing other site improvements. The contract is a 100% small business set-aside with an estimated value between $250,000-$500,000 to be awarded on a firm-fixed price basis. Interested small businesses may submit proposals by the due date, which will be evaluated based on technical factors and price to determine best value. A pre-proposal site visit will be held on July 15, 2021 at the park.

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Other files for this federal contract opportunity

Other files attached to GETT-REPVE DEVIL DEN WALKING TRAILS MOD1, newest first.
File	Type	Posted
Sol_140P4221R0020_Amd_0001.pdf	PDF	Aug 3, 2021
Solicitations_RFI_s_0001.docx	DOCX document	Aug 3, 2021
A04_SOW.pdf	PDF	Jul 7, 2021
B12_Price_Sheet.xlsx	XLSX spreadsheet	Jul 7, 2021
Hazardous_Materials_Form.doc	DOC document	Jul 7, 2021
General_References.doc	DOC document	Jul 7, 2021
Past_Performance.docx	DOCX document	Jul 7, 2021
Experience_Questionnaire.docx	DOCX document	Jul 7, 2021
B03_Wage_Determination_PA20210006.pdf	PDF	Jul 7, 2021
Sol_140P4221R0020.pdf	PDF	Jul 7, 2021
Limitations_on_Subcontracting.xlsx	XLSX spreadsheet	Jul 7, 2021

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VIRGINIA

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WEST

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PENNSYLVANIA

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MARYLAND

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PENNSYLVANIA

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MONOCACY RIVER

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CHESAPEAKE

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BALTIMORE

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FREDERICK

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VIRGINIA

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RIVER

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YORK

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PARK

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MILITARY

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NATIONAL

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N. CAROLINA

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HAGERSTOWN ROAD

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RUN

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PARK MUSEUM

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NATIONAL MILITARY

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CEMETERY

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GETTYSBURG

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NATIONAL

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HANOVER ROAD

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YORK PIKE

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AND

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TO YORK

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GETTYSBURG NATIONAL MILITARY PARK

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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SHEET

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DESIGN DRAWINGS

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CONTRACT NO.

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PEPC-72544

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XXXXXX

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ADAMS

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GETTYSBURG NATIONAL MILITARY PARK

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NORTHEAST

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SITE IMPROVEMENTS AT

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DEVIL'S DEN TRAILS

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XXX

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100%%% COMPLETE CONSTRUCTION DOCUMENTS

AutoCAD SHX Text CONTOUR CONTOUR (INDEX) CENTERLINE EDGE OF PAVEMENT PAINTED TRAFFIC LINE RIGHT OF WAY LINE FENCE DECIDUOUS TREE EVERGREEN TREE WETLANDS SIGNS 8" COMPOST FILTER SOCK INLET PROTECTION

AutoCAD SHX Text UTILITY POLE ELECTRIC BOX ELECTRIC METER LIGHT STANDARD WATER VALVE FIRE HYDRANT WATER LINE WATER MANHOLE SANITARY SEWER MANHOLE FORCE MAIN STORM SEWER PIPE STORM SEWER INLET

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PROJECT LOCATION

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HQ.

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OBSERVATION TOWER

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PARK HEADQUARTERS

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PICNIC AREA

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AMPHITHEATER

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PARKING

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LEGEND

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ADJACENT NATIONAL

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STATE LINE

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VISITOR CENTER

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RIVER

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PARK BOUNDARY

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SCALE OF MILES

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PENNSYLVANIA

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PARK

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SHEET

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INDEX

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REVISION

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8"CFS

WETLANDS

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8"CFS

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8"CFS

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BIT. PATH

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12" SLCPP

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10" SLCPP

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7" SQ.

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8" SLCPP

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SICKLES AVE.

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STONE PATH

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PLUM RUN (WWF)

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6" TC

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1 STEP

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BRIDGE

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BRIDGE

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6" DIP

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26 STEPS

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2 STEPS

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DIRT TRAIL

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4 STEPS

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7 STEPS

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3 STEPS

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6 STEPS

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WITNESS

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TREE

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8"CFS

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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IMPROVEMENTS

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XXX

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XXXXXX

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CWS

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CWS

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GETTYSBURG NATIONAL MILITARY PARK

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%%ULEGEND

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SCALE OF FEET

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EXISTING TRAIL TO BE PERMANENTLY ELIMINATED AND REVEGETATED

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EXPOSED AGGREGATE CONCRETE TRAIL AREA (SEE DETAIL)

AutoCAD SHX Text REPLACE EXISTING STEPS WITH NATURAL STONE STEPPERS USING OVERLAP METHOD (SEE DETAILS SHEET 4 AND SHEET 6)

AutoCAD SHX Text EXISTING SOCIAL TRAIL TO BE RECLAIMED. DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED (SEE NOTE 3)

AutoCAD SHX Text REMOVE EXISTING PAVEMENT/CONCRETE EDGING AND PROVIDE EXPOSED AGGREGATE CONCRETE SURFACE THROUGHOUT (MAINTAIN EXISTING 5' PAVED PATH WIDTH)

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WETLANDS

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WETLANDS

AutoCAD SHX Text DECOMPACT EXISTING SOIL, PLACE ADDITIONAL TOPSOIL WHERE NECESSARY AND REVEGETATE WITH SEED MIX

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%%UGENERAL NOTES:

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1. THE PARK SERVICE ARCHAEOLOGIST SHALL BE CONTACTED AND CLEARANCES OBTAINED PRIOR TO PERFORMING THE PARK SERVICE ARCHAEOLOGIST SHALL BE CONTACTED AND CLEARANCES OBTAINED PRIOR TO PERFORMING ANY EXCAVATION. 2. THE CONTRACTOR SHALL ANTICIPATE THE NEED TO TOPSOIL AND SEED AREAS BEYOND THOSE DEPICTED HEREON, THE CONTRACTOR SHALL ANTICIPATE THE NEED TO TOPSOIL AND SEED AREAS BEYOND THOSE DEPICTED HEREON, TO REPAIR SOCIAL TRAILS AND GENERAL EROSION THROUGHOUT THE SITE. THE PARK WILL DIRECT THE CONTRACTOR DURING THE CONSTRUCTION TO ENSURE THAT ALL ERODED AREAS ARE REPAIRED TO THE SATISFACTION OF THE NATIONAL PARK SERVICE. 3. SEED ALL DISTURBED AREAS WITH NATIONAL PARK SERVICE APPROVED SEED MIX. SEE PROJECT SPECIFICATIONS. SEED ALL DISTURBED AREAS WITH NATIONAL PARK SERVICE APPROVED SEED MIX. SEE PROJECT SPECIFICATIONS. 4. LOCATIONS OF ALL PROPOSED INTERPRETIVE SIGNS TO BE RELOCATED WILL BE DETERMINED BY THE NATIONAL LOCATIONS OF ALL PROPOSED INTERPRETIVE SIGNS TO BE RELOCATED WILL BE DETERMINED BY THE NATIONAL PARK SERVICE. 5. SPECIAL CARE SHOULD BE TAKEN TO PRESERVE EXISTING PLANTS LOCATED IN OR ADJACENT TO THE PROPOSED SPECIAL CARE SHOULD BE TAKEN TO PRESERVE EXISTING PLANTS LOCATED IN OR ADJACENT TO THE PROPOSED LIMITS OF DISTURBANCE. 6. IT IS ANTICIPATED THAT NATIVE STONES TO BE RELOCATED OR RESET DURING CONSTRUCTION WILL COME FROM IT IS ANTICIPATED THAT NATIVE STONES TO BE RELOCATED OR RESET DURING CONSTRUCTION WILL COME FROM SPOILS ENCOUNTERED DURING EXCAVATION AND TRAIL INSTALLATION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY RELOCATED/RESET STONES AND INDICATING THESE LOCATIONS ON AN AS-BUILT PLAN TO BE PROVIDED TO THE NATIONAL PARK SERVICE. 7. WHEN THE HISTORIC TELFORD STONE BASE IS EXPOSED AND VOIDS ARE VISIBLE AND EXCAVATION IS NOT WHEN THE HISTORIC TELFORD STONE BASE IS EXPOSED AND VOIDS ARE VISIBLE AND EXCAVATION IS NOT REQUIRED, ADD SCREENINGS OR MILLINGS AS DIRECTED BY THE INSPECTOR AND COMPACT WITH VIBRATORY COMPACTOR OR ROLLER. 8. IF THE HISTORIC TELFORD STONE BASE IS DISTURBED THEN THE PARK SERVICE ARCHEOLOGIST SHOULD BE IF THE HISTORIC TELFORD STONE BASE IS DISTURBED THEN THE PARK SERVICE ARCHEOLOGIST SHOULD BE CONTACTED. WORK SHALL IMMEDIATELY CEASE UNTIL THE ARCHEOLOGIST HAS CHECKED THE SITE AND GIVEN PERMISSION FOR CONSTRUCTION TO CONTINUE. 9. THE CONTRACTOR SHALL USE BIODEGRADABLE COIR MATTING IN ALL AREAS CALLING FOR MATTING. THE CONTRACTOR SHALL USE BIODEGRADABLE COIR MATTING IN ALL AREAS CALLING FOR MATTING. 10. NO SUBSURFACE INVESTIGATION HAS BEEN COMPLETED. CONTRACTOR SHOULD BE PREPARED TO MODIFY TRAIL NO SUBSURFACE INVESTIGATION HAS BEEN COMPLETED. CONTRACTOR SHOULD BE PREPARED TO MODIFY TRAIL LOCATION AND ALIGNMENT AS NECESSARY TO FIT THE SITE.

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GRADE PROPOSED TRAIL TO ELIMINATE STEP

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SEE OVERLOOK DETAIL SHEET 4

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SEE SICKLES AVE. TRAIL CONNECTION DETAIL SHEET 3

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SEE INTERPRETIVE ZONE DETAIL SHEET 3

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SEE NORTHWEST BATTERY DETAIL SHEET 3

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EXISTING WITNESS TREE TO BE PROTECTED

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SEE STEP DETAIL SHEET 5

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SEE EAST STAIRWAY DETAIL SHEET 4

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SEE GATHERING AREA DETAIL SHEET 3

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PROPOSED TRUNCATED DETECTABLE WARNING DOMES (TYP.)

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DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED MIX (TYP.) (SEE NOTE 3)

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SEE NORTH TRAIL DETAIL SHEET 3

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PROPOSED 8" COMPOST FILTER SOCK (TYP.)

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PROPOSED FILTER BAG INLET PROTECTION (TYP.)

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SEE SMITH'S BATTERY STAIRWAY DETAIL SHEET 5

100%%% COMPLETE CONSTRUCTION DOCUMENTS

BIT. PATH

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MONUMENT

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2 STEPS

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8"CFS

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6" DIP

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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IMPROVEMENTS

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XXX

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XXXXXX

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CWS

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CWS

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GETTYSBURG NATIONAL MILITARY PARK

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SCALE OF FEET

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AutoCAD SHX Text SAW CUT AND REMOVE EXISTING BULL NOSE CURB, DOWEL INTO EXISTING CURB AND INSTALL 15 LF OF CONCRETE CURB COLORED TO MATCH EXISTING CURB (SEE CURB DETAIL)

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED (SEE NOTE 3, SHEET 2)

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SICKLES AVE.

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%%USICKLES AVENUE TRAIL CONNECTION DETAIL

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SCALE: 1"=10'

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%%UINTERPRETIVE ZONE DETAIL

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SCALE: 1"=10'

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%%UNORTHWEST BATTERY DETAIL

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SCALE: 1"=10'

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED (SEE NOTE 3, SHEET 2)

AutoCAD SHX Text REMOVE EXISTING PAVED SURFACE AND REPAVE SURFACE WITH EXPOSED AGGREGATE CONCRETE. MAINTAIN 3 FT CLEAR SPACE AROUND ALL CANNONS AND MONUMENTS. DO NOT DISTURB EXISTING CANNONS, FOUNDATIONS OR MONUMENTS.

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SEE SMITH'S BATTERY STARIWAY DETAIL SHEET 5

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DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED MIX (TYP.) (SEE NOTE 3, SHEET 2)

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED (SEE NOTE 3, SHEET 2)

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SICKLES AVE.

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INSTALL CONCRETE GUTTER AND GRATE (SEE DETAIL)

AutoCAD SHX Text PROVIDE EXPOSED AGGREGATE CONCRETE SURFACE TO INTERPRETIVE PANEL AND INTERPRETIVE ZONE

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REMOVE AND RELOCATE EXISTING INTERPRETIVE PANEL (SEE NOTE 4, SHEET 2)

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%%UGATHERING AREA DETAIL

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SCALE: 1"=10'

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RELOCATED INTERPRETIVE SIGN (SEE NOTE 4, SHEET 2

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PROPOSED 25' WIDE CAST IRON TRUNCATED DETECTABLE WARNING DOMES

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REMOVE INTERPRETIVE SIGN AND RELOCATE TO GATHERING AREA (SEE NOTE 4, SHEET 2)

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REMOVE EXISTING FOUNDATIONS

AutoCAD SHX Text NOTE: CANNONS TO BE REMOVED AND RESET BY NATIONAL PARK SERVICE. CONTRACTOR TO COORDINATE THIS EFFORT WITH NPS STAFF. DO NOT DISTURB EXISTING FOUNDATIONS OR CANNON BALL PLATFORM STONES.

AutoCAD SHX Text REMOVE 11' OF EXISTING PAVED SWALE AND EXTEND EXPOSED AGGREGATE CONCRETE TO MEET EXISTING ROADWAY

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PROPOSED CAST IRON TRUNCATED DETECTABLE WARNING DOMES

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PROPOSED 5' WIDE CAST IRON TRUNCATED DETECTABLE WARNING DOMES

AutoCAD SHX Text REMOVE AND DELIVER INTERPRETIVE SIGN TO NATIONAL PARK SERVICE (TO BE REINSTALLED UNDER SEPARATE CONTRACT)

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%%UNORTH TRAIL CONNECTION DETAIL

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SCALE: 1"=10'

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED (SEE NOTE 3, SHEET 2)

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED (SEE NOTE 3, SHEET 2)

AutoCAD SHX Text INSTALL NATIVE STONES TO HOLD TOPSOIL AND PREVENT EROSION. INSTALL TOPSOIL AND SEED MIX TO COVER SMALLER STONES (TO BE FIELD FIT BY C.O.R.)

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INCORPORATE EXISTING BOULDER INTO TRAIL WITH SMOOTH TRANSITION (DO NOT DISTURB)

AutoCAD SHX Text EXTEND EXPOSED AGGREGATE CONCRETE OVER EXISTING BOULDER. (SEE EXPOSED AGGREGATE CONCRETE DETAIL NOTE 6.A).

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PROPOSED 8" COMPOST FILTER SOCK

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PROPOSED FILTER BAG INLET PROTECTION (TYP.)

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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IMPROVEMENTS

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XXX

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XXXXXX

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CWS

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CWS

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GETTYSBURG NATIONAL MILITARY PARK

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%%UOVERLOOK DETAIL

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SCALE: 1"=5'

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SCALE OF FEET

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DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED MIX (TYP.) (SEE NOTE 3, SHEET 2)

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EXCAVATE AND REMOVE EXISTING STUMP

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PROPOSED TURNDOWN (SEE DETAIL)

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PROPOSED TURNDOWN (SEE DETAIL)

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EXCAVATE AND REMOVE EXISTING BITUMINOUS PAVEMENT

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REMOVE EXISTING PAVED SURFACE AND REPAVE SURFACE WITH EXPOSED AGGREGATE CONCRETE

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TC=534.25 BC=534.25

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TC=534.40 BC=534.00

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EXISTING BRIDGE DO NOT DISTURB

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WOODEN

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BRIDGE

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TC=534.50 BC=534.00

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TC=534.60 BC=534.00

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TC=534.60 BC=534.00

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TC=535.16 BC=535.16

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TC=535.74

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TC=535.49

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TC=535.59 BC=535.16

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PROPOSED 7" STEP DOWN OFF TRAIL

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PROPOSED FLUSH TRANSITION

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REMOVE EXISTING TRAIL AND RECLAIM WITH TOPSOIL AND SEED

AutoCAD SHX Text WEDGE LARGE NATIVE STONE BOULDER(S) IN CREVICE, BACKED WITH SMALLER NATIVE STONES AND GEOTEXTILE TO HOLD TOPSOIL AND PREVENT EROSION. INSTALL TOPSOIL AND SEED MIX TO COVER SMALLER STONES (SEE DETAIL) (TO BE FIELD FIT BY C.O.R.)

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AutoCAD SHX Text INSTALL NATIVE STONES AND GEOTEXTILE TO HOLD TOPSOIL AND PREVENT EROSION. INSTALL TOPSOIL AND SEED MIX TO COVER SMALLER STONES (SEE DETAIL) (TO BE FIELD FIT BY C.O.R.)

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EXISTING BOULDERS TO BE REMOVED AND REUSED ONSITE AS NECESSARY

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EXISTING DRAINAGE CHANNEL (APPROX.)

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EXISTING DRAINAGE CHANNEL (APPROX.)

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EAST STAIRWAY

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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EAST STAIRWAY

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IMPROVEMENTS

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XXX

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XXXXXX

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CWS

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CWS

AutoCAD SHX Text 5/12/21

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GETTYSBURG NATIONAL MILITARY PARK

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%%UEAST STAIRWAY DETAIL

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SCALE: 1"=5'

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SCALE OF FEET

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%%UEAST STAIRWAY PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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EXTEND EXPOSED AGGREGATE CONCRETE SURFACE BETWEEN EXISTING BOULDERS

AutoCAD SHX Text PROPOSED GRANITE CHEEK STONES TO BUTT INTO EXISTING BOULDERS. SIZES VARY, TO BE DETERMINED IN FIELD BY INSTALLER

AutoCAD SHX Text PROPOSED GRANITE CHEEK STONES TO SIT ON TOP OF PROPOSED CURB AND BUTT INTO EXISTING BOULDERS. SIZES VARY, TO BE DETERMINED IN FIELD BY C.O.R.

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MORTAR JOINTS WITH PROPOSED STEPS AND EXISTING BOULDER

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PROPOSED TURNDOWN (SEE DETAIL)

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EXPOSED AGGREGATE CONCRETE

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EXISTING STAIRWAY SURFACE

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EXTEND EXPOSED AGGREGATE CONCRETE SURFACE BETWEEN EXISTING BOULDERS

AutoCAD SHX Text PROPOSED GRANITE CHEEK STONES TO SIT ON TOP OF PROPOSED CURB AND BUTT INTO EXISTING BOULDERS. SIZES VARY, TO BE DETERMINED IN FIELD BY C.O.R.

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PROPOSED TURNDOWN (SEE DETIAL)

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EXPOSED AGGREGATE CONCRETE

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FLEXIBLE POROUS PAVEMENT

AutoCAD SHX Text RE-VEGETATE ERODED SURFACE. PLACE TOPSOIL AND SEED TO GRADE (SEE GENERAL NOTE 3, SHEET 2 OF 4)

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DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED MIX (TYP.) (SEE NOTE 3, SHEET 2)

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PROPOSED TURNDOWN (SEE DETAIL)

AutoCAD SHX Text NOTE: REPLACE EXISTING STEPS WITH NATURAL STONE STEPPERS USING OVERLAP METHOD (SEE DETAIL)

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%%USMITH'S BATTERY STAIRWAY DETAIL

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SCALE: 1"=5'

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EXISTING GRANITE STEPS TO BE REMOVED, CLEANED AND RESET WITH MORTAR JOINTS

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%%USMITH'S BATTERY STAIRWAY PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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STAIRWAY AREA 5

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STAIRWAY AREA 2

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STAIRWAY AREA 3

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STAIRWAY AREA 4

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STAIRWAY AREA 6

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STAIRWAY AREA 7

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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STAIRWAY

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IMPROVEMENTS

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XXX

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XXXXXX

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CWS

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CWS

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GETTYSBURG NATIONAL MILITARY PARK

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SCALE OF FEET

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%%USTAIRWAY AREA 2 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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%%UWEST STAIRWAY DETAILS

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SCALE: 1"=5'

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%%USTAIRWAY AREA 3 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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%%USTAIRWAY AREA 4 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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%%USTAIRWAY AREA 5 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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%%USTAIRWAY AREA 6 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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%%USTAIRWAY AREA 7 PROFILE

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SCALE H: 1"=5'

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SCALE V: 1"=5'

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EXISTING BOULDER TO BE RESET OUT OF TRAVEL PATH

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EXPOSED AGGREGATE CONCRETE (TYP.)

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EXISTING

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BOULDER

AutoCAD SHX Text EXISTING BOULDER TO BE UTILIZED/ INCORPORATED INTO TRAIL AS A STEP (DO NOT DISTURB)

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DECOMPACT EXISTING SOIL, PLACE TOPSOIL AND SEED MIX (TYP.) (SEE NOTE 3, SHEET 2)

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REMOVE EXISTING GRANITE STEPS AND PROVIDE TO NATIONAL PARK SERVICE

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PROPOSED GRANITE CHEEK STONES, SIZES VARY, TO BE DETERMINED IN FIELD BY C.O.R.

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PROPOSED TURNDOWN (SEE DETAIL)

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PROPOSED TURNDOWN (SEE DETAIL)

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GENERAL NOTE: SEE SHEET 5 FOR SPECIFIC STAIR DIMENSIONS

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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CONSTRUCTION DETAILS

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XXX

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XXXXXX

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CWS

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CWS

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GETTYSBURG NATIONAL MILITARY PARK

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4" EXPOSED AGGREGATE CONCRETE SIDEWALK

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DEVIL'S DEN TRAIL REHABILITATION TURNDOWN DETAIL

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1.5% MAX SLOPE

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PLACE TOPSOIL AND SEED ALONG SHOULDER AS NECESSARY

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MATCH EXISTING TRAIL SURFACE

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4" AASHTO NO 57 STONE BASE

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NATURAL STONE STEP INSTALLATION DETAIL

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NATURAL STONE STEPPER

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4" AASHTO NO #57 STONE BASE

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EXISTING GRADE

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CURB INSTALLATION DETAIL AT SICKLES AVENUE

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REMOVE EXISTING BULL NOSE CURB

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SAWCUT EXISTING CURB AT FULL REVEAL

AutoCAD SHX Text NOTE: 1. STEP WIDTH SHALL MATCH TRAIL WIDTH, EXCEPT WHERE STEPS STEP WIDTH SHALL MATCH TRAIL WIDTH, EXCEPT WHERE STEPS TRAVERSE EXISTING BOULDERS. SEE CHART ON SHEET 4 OF 6. 2. STONE SHALL BE APPROVED BY THE NATIONAL PARK SERVICE. STONE SHALL BE APPROVED BY THE NATIONAL PARK SERVICE. THE INTENT IS TO UTILIZE A STONE SIMILAR IN COLOR TO THE NATURAL LANDSCAPE.

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DOWEL PROPOSED CURB TO EXISTING CURB

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PROPOSED CURB

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NOTE: CONTRACTOR TO MATCH COLOR OF EXISTING CURB AS

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CLOSELY AS POSSIBLE WITH NEW CURB.

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%%UDETECTABLE WARNING PLATE DETAIL

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6" THICK CONCRETE

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INSTALLATION DETAIL

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LARGE BOULDER

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SMALL BOULDERS

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GEOTEXTILE FABRIC

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%%UNATURAL STONE CHECK DAM DETAIL

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PROPOSED TURNDOWN ON DOWNSLOPE EDGE (WHERE SHOWN ON PLAN)

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1/2" RADIUS (TYP.)

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NOTE: USE NATIVE STONES FROM ON SITE OR TO BE SUPPLIED BY N.P.S.

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PROPOSED CAST IRON DETECTIBLE WARNING PLATE

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EXISTING ROADWAY

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PLACE CONCRETE GUTTERS ON A 4" DEPTH AASHTO #57 STONE BEDDING.

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%%UPLAN VIEW

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%%USECTION AA

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SECTION AA

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%%USECTION BB

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%%UCONCRETE GUTTER DETAIL

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FLOW

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SECTION BB

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PROPOSED TRAIL

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PROPOSED EXPOSED

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ELEVATION

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EXISTING ROADWAY

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ELEVATION

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AGGREGATE CONCRETE

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GRATE OPENING SIZE

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1/2" MAX.

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100%%% COMPLETE CONSTRUCTION DOCUMENTS

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1/4" PREFORMED

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GROOVE

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SURFACE

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WIDTH VARIES

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AIR ENTRAINED

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COMPACTED SUBBASE

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1/4" PER FT

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4" THICK, SIDEWALK OF

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CLASS "B" CONCRETE,

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(TYP.)

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VARIES

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GROOVE

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SURFACE

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EXPANSION JOINT

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CONCRETE

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EXPANSION JOINT

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(TYP.)

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VARIES

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SLOPE VARIES

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SLOPE VARIES

AutoCAD SHX Text NOTES: 1. SUBBASE SHALL BE COMPACTED TO A FIRM AND EVEN SURFACE TO THE SUBBASE SHALL BE COMPACTED TO A FIRM AND EVEN SURFACE TO THE SATISFACTION OF THE C.O.R. 2. ALL EDGES SHALL BE FINISHED AND ROUNDED WITH AN EDGING TOOL HAVING A ALL EDGES SHALL BE FINISHED AND ROUNDED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4 INCH. 3. PREFORMED EXPANSION JOINT FILLER, 1/4" INCH THICK, SHALL BE FORMED PREFORMED EXPANSION JOINT FILLER, 1/4" INCH THICK, SHALL BE FORMED AROUND ALL APPURTENANCES, SUCH AS MANHOLES AND UTILITY POLES, EXTENDING INTO OR THROUGH THE CONCRETE. 4. THE SURFACE OF THE CONCRETE SHALL BE SO FINISHED AS TO DRAIN THE SURFACE OF THE CONCRETE SHALL BE SO FINISHED AS TO DRAIN COMPLETELY AT ALL TIMES. 5. EXPOSED AGGREGATE MATERIAL SHALL BE #8 WASHED STONE, MEETING COLOR, EXPOSED AGGREGATE MATERIAL SHALL BE #8 WASHED STONE, MEETING COLOR, SIZE, AND TYPE PER SPECIFICATION SECTION CONCRETE PAVING 32 13 13. PROVIDE MOCKUP AS SPECIFIED IN SECTION 32 13 13. 6. WHEN SHALLOW BEDROCK TO REMAIN IS ENCOUNTERED BELOW PROPOSED WHEN SHALLOW BEDROCK TO REMAIN IS ENCOUNTERED BELOW PROPOSED SIDEWALK, THE FOLLOWING SHALL BE PERFORMED: 6.A. CONCRETE MAY BE POURED DIRECTLY ON BEDROCK AFTER BEDROCK HAS CONCRETE MAY BE POURED DIRECTLY ON BEDROCK AFTER BEDROCK HAS BEEN CLEANED OF ALL LOOSE DEBRIS AND MATERIAL. 6.B. NO SURFACE TREATMENT IS NEEDED TO THE BEDROCK. NO SURFACE TREATMENT IS NEEDED TO THE BEDROCK. 6.C. INSTALLED SIDEWALK DEPTH SHALL BE MINIMUM NOTED IN THE DETAIL, BUT INSTALLED SIDEWALK DEPTH SHALL BE MINIMUM NOTED IN THE DETAIL, BUT SHALL NOT BE MORE THAN 6 INCHES. 6.D. DRAINAGE COURSE SHALL STILL BE INSTALLED PER SPECIFICATIONS UP TO DRAINAGE COURSE SHALL STILL BE INSTALLED PER SPECIFICATIONS UP TO AND AROUND BEDROCK TO PROVIDE EVEN SURFACE FOR SIDEWALK INSTALLATION AND CONSTRUCTION.

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4" STONE BEDDING

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EXPOSED AGGREGATE SIDEWALK DETAIL

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COMPACTED SUBGRADE

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FINISHED GRADE VARIES 2"-24"" BELOW SIDEWALK GRADE

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(6) #4 CONTINUOUS HORIZONTAL BARS

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#4 HOOKED DOWEL AT 12" O.C.

NOTE: 1. SIDEWALK AND TURNDOWN TO BE POURED MONOLITHICALLY. SIDEWALK AND TURNDOWN TO BE POURED MONOLITHICALLY. 2. IF BEDROCK ENCOUNTERED DURING EDGE WORK, TERMINATE IF BEDROCK ENCOUNTERED DURING EDGE WORK, TERMINATE BOTTOM OF TURNDOWN EDGE AT TOP OF BEDROCK.

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEVIL'S DEN TRAIL

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CONSTRUCTION DETAILS

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XXX

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XXXXXX

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CWS

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CWS

AutoCAD SHX Text 5/12/21

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GETTYSBURG NATIONAL MILITARY PARK

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AutoCAD SHX Text AutoCAD CIVIL 3D 2014

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STANDARD CONSTRUCTION DETAIL #4-1 COMPOST FILTER SOCK

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FLOW

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FLOW

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DISTURBED AREA

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UNDISTURBED AREA

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%%USECTION

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%%UPLAN VIEW

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EXISTING CONTOURS

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COMPOST FILTER SOCK

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

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COMPOST FILTER SOCK

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BLOWN/PLACED FILTER MEDIA

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DISTURBED AREA

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UNDISTURBED AREA

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%%UNOTES:

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SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL

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MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION

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CONTROL MANUAL.

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COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE

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BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN

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BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT

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SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA.

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TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

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ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND

AutoCAD SHX Text HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

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COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.

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REPLACED WITHIN 24 HOURS OF INSPECTION.

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BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

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PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

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ACCORDING TO MANUFACTURERS RECOMMENDATIONS.

AutoCAD SHX Text UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE

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SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH

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SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

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DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURERS SPECIFICATIONS OR

AutoCAD SHX Text ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ANY DEVIATION FROM THE FOLLOWING SEQUENCE MUST BE APPROVED IN WRITING FROM THE CONTRACTING OFFICER. 1. THE CONTRACTOR SHALL MEET WITH THE PARK ARCHAEOLOGIST TO REVIEW THE THE CONTRACTOR SHALL MEET WITH THE PARK ARCHAEOLOGIST TO REVIEW THE LIMIT OF DISTURBANCE PRIOR TO MARKOUT. 2. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 811 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL MARK THE PROPOSED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL MARK THE PROPOSED LIMITS OF DISTURBANCE. 4. THE CONTRACTOR SHALL MEET WITH THE PARK ARCHAEOLOGIST TO REVIEW FIELD THE CONTRACTOR SHALL MEET WITH THE PARK ARCHAEOLOGIST TO REVIEW FIELD MARKOUT AND REVISE LIMITS OF DISTURBANCE IF NECESSARY. THE PARK ARCHAEOLOGIST WILL DETERMINE THE NEED FOR AN ARCHAEOLOGICAL SURVEY/REPORT AND ANY NECESSARY MITIGATION MEASURES NEEDED. 5. THE CONTRACTOR SHALL INSTALL 8" COMPOST FILTER SOCK AND FILTER BAG INLET THE CONTRACTOR SHALL INSTALL 8" COMPOST FILTER SOCK AND FILTER BAG INLET PROTECTION AS SHOWN ON THE PLAN. 6. THE CONTRACTOR SHALL BEGIN CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BEGIN CONSTRUCTION ACTIVITIES. 7. THE CONTRACTOR SHALL REMOVE EXISTING STEPS, CURBS AND TRAILS AND INSTALL THE CONTRACTOR SHALL REMOVE EXISTING STEPS, CURBS AND TRAILS AND INSTALL NEW STEPS, CURBS AND EXPOSED AGGREGATE CONCRETE OR TOPSOIL AND SEED AS SHOWN ON THE PLAN. ALL SPOIL MATERIALS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE WITH AN APPROVED E&S PLAN. AREAS TO BE REVEGETATED SHOULD BE DECOMPACTED PRIOR TO PLACEMENT OF TOPSOIL TO PROMOTE INFILTRATION. 8. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER FOR AN INSPECTION PRIOR TO REMOVAL OF THE E&S BMPS. 9. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVAL OF ALL UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVAL OF ALL TEMPORARY BMPS, AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER TO SCHEDULE A FINAL INSPECTION. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. THE DISTRICT RESOURCE MANAGEMENT SPECIALIST SHALL MAKE THIS DETERMINATION.

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%%UCONSTRUCTION SEQUENCE

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TRAIL SEED MIX

AutoCAD SHX Text SUNNY AND PARTIAL SHADE MIX - USE THE SEED MIX PROVIDED IN THE PROJECT SPECIFICATIONS OR AN EQUAL, AS APPROVED BY THE PARK BIOLOGIST IN AREAS THAT ARE PARTIALLY SHADED. SHADE MIX - USE THE SEED MIX PROVIDED IN THE PROJECT SPECIFICATIONS OR AN EQUAL, AS USE THE SEED MIX PROVIDED IN THE PROJECT SPECIFICATIONS OR AN EQUAL, AS APPROVED BY THE PARK BIOLOGIST IN AREAS THAT ARE SHADED.

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TOPSOIL

AutoCAD SHX Text ANY FILL MATERIALS REQUIRED FOR THE PROJECT MUST BE OBTAINED FROM A PARK-APPROVED SOURCE. INTACT NATIVE TOPSOIL FROM THE PROJECT AREA SHALL BE RETAINED WHENEVER FEASIBLE. FILL AND TOPSOIL BROUGHT IN ON SITE MUST BE SOURCED FROM A WEED-FREE SUPPLIER.

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STOCKPILING

AutoCAD SHX Text NO TOPSOIL STOCKPILING SHALL BE ALLOWED ONSITE. ALL OFFSITE STOCKPILED SOILS SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS. IF SOILS SHALL BE STOCKPILED FOR MORE THAN SEVEN (7) DAYS, THE STOCKPILE MUST BE SEEDED OR COVERED TO PREVENT EROSION OF MATERIAL.

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E & S CONTROL DEVICES

AutoCAD SHX Text ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE ADEQUATELY MAINTAINED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. THOSE THAT HAVE SUSTAINED DAMAGE OR HAVE REACHED THEIR CAPABILITY SHALL BE REPLACED OR MAINTENANCE PERFORMED.

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STANDARD CONSTRUCTION DETAIL #4-16 FILTER BAG INLET PROTECTION - TYPE M INLET

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INLET GRATE

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1 IN. REBAR FOR BAG REMOVAL FROM INLET

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EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

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2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

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FLOW

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STORM

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INLET

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2:1 MAX (TYP.)

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INSTALLATION DETAIL

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PLAN VIEW

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SECTION VIEW

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ISOMETRIC VIEW

AutoCAD SHX Text NOTES: MAXIMUM DRAINAGE AREA = 1/2 ACRE. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

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BERM

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2:1 MAX.

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FLOW

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6 IN. MIN. HEIGHT

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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

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STANDARD CONSTRUCTION DETAIL #11-1 EROSION CONTROL BLANKET INSTALLATION

AutoCAD SHX Text NOTES: SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

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BLANKET EDGES STAPLED AND OVERLAPPED (4 IN. MIN.)

AutoCAD SHX Text INSTALL BEGINNING OF ROLL IN 6 IN. x 6 IN. ANCHOR TRENCH, STAPLE, BACKFILL AND COMPACT SOIL

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STARTING AT TOP OF SLOPE, ROLL BLANKETS IN DIRECTION OF WATER FLOW

AutoCAD SHX Text PREPARE SEED BED (INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED) PRIOR TO BLANKET INSTALLATION

AutoCAD SHX Text REFER TO MANUF. RECOMMENDED STAPLING PATTERN FOR STEEPNESS AND LENGTH OF SLOPE BEING BLANKETED

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THE BLANKET SHOULD NOT BE STRETCHED; IT MUST MAINTAIN GOOD SOIL CONTACT

AutoCAD SHX Text OVERLAP BLANKET ENDS 6 IN. MIN. WITH THE UPSLOPE BLANKED OVERLYING THE DOWNSLOPE BLANKET (SHINGLE STYLE). STAPLE SECURELY.

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File details come from the government source that posted it. Updated Jul 7, 2021.