B08_Att_13_Drawings_CLIN_18_Sheets_1-19.pdf

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BATTLEFIELD

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EAST CAVALRY

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PLUM

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AND

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TO

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WASHINGTON D.C.

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CREEK

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MARSH

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BUS

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STATION RD.

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PUMPING

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HISTORIC

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NATIONAL

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SITE

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EISENHOWER

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TO

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WHITE

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MARYLAND

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BALTIMORE,

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PIKE

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BALTIMORE

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RUN

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MEMORIAL

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N. CAROLINA

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HAGERSTOWN ROAD

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WILLOUGHBY

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RUN

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CHAMBERSBURG

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AND

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TO

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WESTERN

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PIKE

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CHAMBERSBURG

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MARYLAND

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MEMORIAL

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VIRGINIA

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RUN

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MEMORIAL

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PENNSYLVANIA

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CENTER

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CYCLORAMA

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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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SITE

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PEACE

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MEMORIAL

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ETERNAL

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LIGHT

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CREEK

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ROCK

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FIELD RD.

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E. CAVALRY

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AVE.

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GREGG AVE.

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AND

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CAVALRY

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TO YORK

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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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POTOMAC

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MARYLAND

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BAY

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MARYLAND

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PENNSYLVANIA

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YORK

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HARRISBURG

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TURNPIKE

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PARK

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MILITARY

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NATIONAL

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HAGERSTOWN

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GETTYSBURG

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GETTYSBURG

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SCALE OF METERS

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SCALE OF FEET

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GETTYSBURG NATIONAL MILITARY PARK

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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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RESTROOMS

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PARKING

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RANGER STATION

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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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BASIC DATA:

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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 DRAWING

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COVER SHEET

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WARREN AVENUE

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ADAMS

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PENNSYLVANIA

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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GETTYSBURG NATIONAL MILITARY PARK

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NORTHEAST

AutoCAD SHX Text 305/41,029A 2/90; 305/40,003C; PARK MINI FOLDER 1990; REVISED & REDRAWN 2/94. UPDATED 11/98.SGS.

AutoCAD SHX Text INDEX SHEET SUB-SHEET TITLE OF SHEET SUB-SHEET TITLE OF SHEET TITLE OF SHEET 1 G0.0 COVER SHEET G0.0 COVER SHEET COVER SHEET 2 G1.0 GENERAL NOTES AND G1.0 GENERAL NOTES AND GENERAL NOTES AND ABBREVIATIONS 3 C1.0 EXISTING CONDITIONS PLAN C1.0 EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN 4 C1.1 EXISTING CONDITIONS PHOTO LOG C1.1 EXISTING CONDITIONS PHOTO LOG EXISTING CONDITIONS PHOTO LOG 5 C2.0 DEMOLITION PLAN C2.0 DEMOLITION PLAN DEMOLITION PLAN 6 C3.0 CONSTRUCTION AND PAVING PLAN C3.0 CONSTRUCTION AND PAVING PLAN CONSTRUCTION AND PAVING PLAN 7 C4.0 SOIL EROSION AND SEDIMENT C4.0 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL PLAN 8-11 C5.0-5.3 CONSTRUCTION DETAILS C5.0-5.3 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 12-14 C6.0-6.2 SOIL EROSION AND SEDIMENT C6.0-6.2 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 15 C7.0 CONSTRUCTION STAGING PLAN C7.0 CONSTRUCTION STAGING PLAN CONSTRUCTION STAGING PLAN 16-17 C8.0-C8.1 MAINTENANCE AND PROTECTION C8.0-C8.1 MAINTENANCE AND PROTECTION MAINTENANCE AND PROTECTION OF TRAFFIC NOTES AND DETAILS 18 C9.0 DETOUR PLAN C9.0 DETOUR PLAN DETOUR PLAN 19 C9.1 MAINTENANCE AND PROTECTION C9.1 MAINTENANCE AND PROTECTION MAINTENANCE AND PROTECTION OF TRAFFIC PLAN

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AREA OF WORK

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PMIS 318024

USKC675920

Typewriter 09/29/2021

USKC675920

Stamp

R

Know what's below.

Call before you dig.

or www.UNCC2.org

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ABBREVIATIONS

AutoCAD SHX Text ECB EROSION CONTROL BLANKET EROSION CONTROL BLANKET EJB ELECTRICAL JUNCTION BOX ELECTRICAL JUNCTION BOX LOD LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE MSE MECHANICALLY STABILIZED EARTH MECHANICALLY STABILIZED EARTH PCSM POST CONSTRUCTION POST CONSTRUCTION STORMWATER MANAGEMENT PPC POLLUTION PREVENTION CONTROL POLLUTION PREVENTION CONTROL RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE SFL SEDIMENT FILTER LOG SEDIMENT FILTER LOG TYP TYPICAL TYPICAL LOM LIMIT OF MILLING LIMIT OF MILLING VCP VITRIFIED CLAY PIPEVITRIFIED CLAY PIPE

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IMAGES: P:\DENVER\NPS GETT LRT-14848\6_DD\CAD\IMAGES\GETT-SD.PNG;

AutoCAD SHX Text 10/30/20 08:09 SKERSTIENS R23 E:\SKDESKTOP\L2-0_GETT-LRT_L-LAYOUT.DWG XREFS: P:\Denver\NPS GETT LRT-14848\6_DD\CAD\BASES\GETT-LRT_XL-LAYOUT.dwg|V-SURV.dwg|V-Surv_Topo_2020-0729.dwg|XL-LIMIT OF CONSTRUCTION.dwg|XL-SiteSURVEY 2.dwg|XL-TITLE INFO.dwg|

AutoCAD SHX Text CONSTRUCTION AND MATERIAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS, AND FEDERAL, STATE AND LOCAL STANDARDS. 2. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION, UNLESS DIRECTED OTHERWISE BY THE CONTRACTING OFFICER. 3. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE SAFETY OF THE THE GOVERNMENT IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR ITS CREW. ALL 0.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL WALKWAYS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL WALKWAYS AND FOR KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING AND TRIMMING OF GRASS AS WELL AS TRASH REMOVAL REQUIRED WITHIN THE LOD. 5. ALL PEDESTRIAN WALKWAYS AND OTHER CIRCULATION FEATURES SHALL ALL PEDESTRIAN WALKWAYS AND OTHER CIRCULATION FEATURES SHALL REMAIN OPEN TO THE PUBLIC AT ALL TIMES UNLESS APPROVED BY THE CONTRACTING OFFICER. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A PEDESTRIAN TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE ALL SIGNAGE NECESSARY FOR MAINTENANCE. 6. CONTRACTOR SHALL MAINTAIN ALL UTILITIES ADJACENT TO OCCUPIED CONTRACTOR SHALL MAINTAIN ALL UTILITIES ADJACENT TO OCCUPIED BUILDINGS OR PROPERTIES UNLESS WRITTEN AUTHORIZATION IS PROVIDED BY THE CONTRACTING OFFICER. 7. THE LOCATION OF UNDERGROUND UTILITIES AND EXISTING SITE FEATURES THE LOCATION OF UNDERGROUND UTILITIES AND EXISTING SITE FEATURES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS, PIPE SIZES, AND MATERIAL TYPES PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE CONTRACTING OFFICER A MINIMUM OF 7 DAYS PRIOR TO CONSTRUCTION. 8. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A SET OF RECORD THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES A SET OF RECORD DRAWINGS AND SPECIFICATIONS DURING THE PROGRESSION OF THE PROJECT. RECORD DRAWINGS AND SPECIFICATIONS SHALL ALSO BE UPDATED ON A DAILY BASIS AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AT THE COMPLETION OF THE CONSTRUCTION. RECORD DRAWINGS SHALL INCLUDE THE LOCATION OF ALL UNDERGROUND AND ABOVE GROUND UTILITIES, ENCOUNTERED AND/OR RELOCATED. THE CONTRACTOR SHALL PROVIDE A HARD COPY AND ELECTRONIC COPY OF ALL AS-BUILT DRAWINGS. ELECTRONIC COPIES ARE REQUIRED IN CAD (.DWG) FORMAT. 9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES AS APPLICABLE. 10. MATERIAL SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, MATERIAL SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS ARE INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 11. NO MANUFACTURER AND/OR INSTALLER IDENTIFYING INFORMATION SHALL NO MANUFACTURER AND/OR INSTALLER IDENTIFYING INFORMATION SHALL APPEAR ON FINISHED INSTALLATION. 12. A SAFETY PLAN SHALL BE REQUIRED. A SAFETY PLAN SHALL BE REQUIRED. 13. TEMPORARY FENCES AND OTHER STRUCTURES INSTALLED AT THE SITE MUST TEMPORARY FENCES AND OTHER STRUCTURES INSTALLED AT THE SITE MUST BE ABLE TO WITHSTAND ADVERSE WEATHER CONDITIONS. 14. PROPER SIGNAGE AND BARRIERS MUST BE MAINTAINED AT THE PROPER SIGNAGE AND BARRIERS MUST BE MAINTAINED AT THE CONTRACTOR'S EXPENSE TO MAINTAIN EMERGENCY EGRESS AND KEEP PEDESTRIAN TRAFFIC CLEAR FROM CONSTRUCTION ACTIVITIES. SUBMIT SIGNAGE AND TRAFFIC MAINTENANCE PLAN FOR CONTRACTING OFFICER APPROVAL PRIOR TO STARTING WORK AT THE SITE. PLAN MUST ADDRESS ALL PHASES OF CONSTRUCTION. EMERGENCY EGRESS SHALL BE SUITABLE FOR PERSONS WITH DISABILITIES. 15. CONSTRUCTION DEBRIS MUST BE DISPOSED OF OFF SITE AT AN APPROVED CONSTRUCTION DEBRIS MUST BE DISPOSED OF OFF SITE AT AN APPROVED FACILITY IN ACCORDANCE WITH THE CONSTRUCTION WASTE MANAGEMENT PLAN. 16. CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING/REMOVING AND CONTRACTOR IS RESPONSIBLE FOR DEMOLISHING/REMOVING AND REINSTALLING TEMPORARY FACILITIES (I.E. FENCING, BARRIERS, UTILITIES) AS DIRECTED BY THE CONTRACTING OFFICER AND AS REQUIRED TO PERFORM THE WORK. 17. SITE AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S ACTIVITIES SITE AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S ACTIVITIES SHALL BE RETURNED TO THE EXISTING CONDITIONS. AREAS WILL BE CONSIDERED COMPLETELY RESTORED UPON CONTRACTING OFFICER APPROVAL AT NO ADDITIONAL COST TO GOVERNMENT. 18. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO CONTROL NOISE IN CONTRACTOR SHALL TAKE MEASURES NECESSARY TO CONTROL NOISE IN ACCORDANCE WITH PARK RULES AND AS DIRECTED BY THE CONTRACTING OFFICER. CONTRACTOR IS RESPONSIBLE FOR COLLECTION, TRANSPORTATION AND DISPOSAL OF ALL CONSTRUCTION MATERIALS AND WASTE TO AND FROM THE SITE.

AutoCAD SHX Text ARCHEOLOGICAL AND HISTORICAL RESOURCE NOTES 1. THE WORK REQUIRED BY THIS PROJECT MAY UNCOVER THE WORK REQUIRED BY THIS PROJECT MAY UNCOVER ARCHEOLOGICAL RESOURCES. THESE RESOURCES MUST BE PROTECTED. 2. IF ARCHEOLOGICAL RESOURCES ARE ENCOUNTERED DURING IF ARCHEOLOGICAL RESOURCES ARE ENCOUNTERED DURING WORK, CONTRACTOR SHALL STOP WORK AT THAT LOCATION IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER AND PARK ARCHEOLOGIST. 3. CONTRACTOR SHOULD PLAN FOR RELOCATING WORK IN THE CONTRACTOR SHOULD PLAN FOR RELOCATING WORK IN THE EVENT OF TEMPORARY WORK STOPPAGES AT ARCHEOLOGICALLY SENSITIVE AREAS WHEN DISCOVERED. WORK STOPPAGE-THE CONTRACTOR SHALL PLAN, SCHEDULE, AND EXECUTE THE WORK TO PREVENT STOPPAGES AT ONE AREA FROM STOPPING ALL WORK AT THE CONSTRUCTION SITE. 4. HISTORIC RESOURCES TO BE PROTECTED PER HISTORIC RESOURCES TO BE PROTECTED PER SPECIFICATIONS. HISTORIC LANDSCAPE FEATURES TO BE PROTECTED INCLUDE THE MEMORIALS, SIGNS, HISTORIC FEATURES, LAWNS, TREES AND WALLS. 5. HISTORIC TELFORD BASE IS NOT TO BE DISTURBED. EXCEPT HISTORIC TELFORD BASE IS NOT TO BE DISTURBED. EXCEPT WHERE NECESSARY FOR THE DRAINAGE WORK. REFER TO DIVISION 01 SPECIFICATIONS FOR ADDITIONAL GUIDANCE.

AutoCAD SHX Text DRAINAGE NOTES 1. PROPOSED INLETS SHALL MATCH EXISTING STRUCTURE PROPOSED INLETS SHALL MATCH EXISTING STRUCTURE DEPTH OF THE INLET BEING REPLACED, UNLESS OTHERWISE NOTED. EXISTING TOP OF GRATE ELEVATION SHALL BE MAINTAINED IN PROPOSED CONDITIONS, UNLESS OTHERWISE NOTED. 2. PROPOSED PIPES SHALL MATCH EXISTING SLOPE AND PROPOSED PIPES SHALL MATCH EXISTING SLOPE AND INVERTS OF EXISTING PIPE BEING REPLACED. 3. ALL EXISTING DRAINAGE PIPES TO REMAIN SHALL BE ALL EXISTING DRAINAGE PIPES TO REMAIN SHALL BE CLEANED. DISPOSE ALL REMOVED DEBRIS AND SEDIMENT IN ACCORDANCE WITH LOCAL REGIONAL AND FEDERAL REGULATIONS. VEHICLE RESTRICTIONS 1. VEHICLES EXCEEDING THE FOLLOWING ESTABLISHED LOAD, WEIGHT VEHICLES EXCEEDING THE FOLLOWING ESTABLISHED LOAD, WEIGHT AND SIZE LIMITS WILL REQUIRE A PERMIT TO OPERATE ON PARK ROADS: 1.A. VEHICLES EXCEEDING 13 TONS ARE NOT PERMITTED ON VEHICLES EXCEEDING 13 TONS ARE NOT PERMITTED ON WHEATFIELD ROAD. 1.B. VEHICLES EXCEEDING 35 FEET IN LENGTH: VEHICLES EXCEEDING 35 FEET IN LENGTH: 1.B.A. SOUTH SICKLES AVENUE BETWEEN WARREN AND AYRES SOUTH SICKLES AVENUE BETWEEN WARREN AND AYRES AVENUES 1.B.B. HUNT AVENUE, WRIGHT AVENUE AND HOWE AVENUE HUNT AVENUE, WRIGHT AVENUE AND HOWE AVENUE ALONG THEIR ENTIRE LENGTH 1.C. VEHICLES EXCEEDING 8 FEET IN WIDTH ANYWHERE IN THE VEHICLES EXCEEDING 8 FEET IN WIDTH ANYWHERE IN THE PARK. 2. CONTACT THE CHIEF RANGERS OFFICE FOR A PERMIT. CONTACT THE CHIEF RANGERS OFFICE FOR A PERMIT. 3. REFER TO SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL REFER TO SPECIFICATION SECTION 01 11 00 FOR ADDITIONAL HAULING AND VEHICLE RESTRICTIONS. 4. ADDITIONAL INFORMATION ON VEHICLE LOAD, WEIGHT AND SIZE ADDITIONAL INFORMATION ON VEHICLE LOAD, WEIGHT AND SIZE LIMITS CAN BE FOUND IN SECTIONS 4921 THROUGH 4925 OF THE PENNSYLVANIA CONSOLIDATED STATUTES, TITLE 75.

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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GENERAL NOTES AND ABBREVIATIONS

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KMS

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SJ

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JCS

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USKC675920

Stamp

USKC675920

Typewriter 09/29/2021

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SYKES AVENUE

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S. CONFEDERATE AVENUE

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EXISTING BRIDGE PHOTOS: 01, 02

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EXISTING DRAIN INLET 2 PHOTO: 05

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EXISTING DRAIN INLET 3 PHOTO: 07

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EXISTING DRAIN INLET 4 PHOTO: 13

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EXISTING ASPHALT DRAINAGE GUTTER

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WARREN AVENUE

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CRAWFORD ROAD

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SYKES AVENUE

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WRIGHT AVENUE

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PLUM RUN

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PC-7

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EXISTING SIGN

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EXISTING SIGN

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EXISTING PIPE

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EXISTING STONE HEADWALL

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EXISTING SIGNS

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EXISTING SIGN

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EXISTING STONE INLET 1 PHOTO: 03

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EXISTING PIPE

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EXISTING STONE HEADWALL 1 PHOTO: 04

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EXISTING METAL POSTS

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EXISTING BOULDER

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EXISTING TRAIL

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EXISTING SIGN

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EXISTING BOULDER

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EXISTING 12" HDPE PHOTO: 06

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EXISTING BOULDER

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EXISTING BOULDER

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EXISTING 12" VCP PHOTO: 08

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EXISTING TRAIL PHOTO: 09

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EXISTING BOULDERS PHOTO: 10

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EXISTING SIGN

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EXISTING SIGN PHOTO: 12

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EXISTING SIGN

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EXISTING MONUMENT TO REMAIN, PROTECT IN PLACE

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EXISTING POSTS

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EXISTING SIGN

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EXISTING STONE HEADWALL 2 PHOTO: 11

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EXISTING 12" VCP

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END OF EXISTING DRAINAGE GUTTER

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EXISTING ASPHALT ROAD

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EXISTING SIGN

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EXISTING ±3.0 FEETWIDE AGGREGATE TOPSOIL, BOTH SIDES OF ROAD

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START OF EXISTING DRAINAGE GUTTER

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LEGEND - EXISTING

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EX MAJOR CONTOUR

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EX MINOR CONTOUR

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EX BREASTWORK

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PAVEMENT CORE LOCATION

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LIMIT OF DISTURBANCE

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ROAD CENTERLINE

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EX STORM PIPE

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EX INLET

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EX HEADWALL

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EX TREES

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EX VEGETATION LINE

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EX BOULDERS

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EX MONUMENTS

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EX SIGN

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EX POST

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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SCALE OF FEET

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AutoCAD SHX Text 1" = 60'

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EXISTING CONDITIONS PLAN

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RM

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SL

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AutoCAD SHX Text NOTES: 1. MAPPING HEREIN PROVIDED IS BASED ON 2001 MAPPING AND MAPPING HEREIN PROVIDED IS BASED ON 2001 MAPPING AND AERIAL PHOTOGRAPHS FROM APRIL 20, 2007. THE 2001 MAPPING WAS NOT VERIFIED OR EDITED BY C.S. DAVIDSON, INC AT THE TIME OF THIS DRAWING. THE MAPPING FROM 2007 WAS FIELD EDITED BY FIELD CREWS FROM C.S. DAVIDSON, INC. DURING THE MONTH OF NOVEMBER 2010. 2. DATUMS ARE AS LISTED BELOW: DATUMS ARE AS LISTED BELOW: HORIZONTAL DATUM = NAD 27 VERTICAL DATUM = NAVD 88 3. UTILITIES WERE NOT VERIFIED IN EITHER THE 2001 SURVEY OR UTILITIES WERE NOT VERIFIED IN EITHER THE 2001 SURVEY OR THE 2010 SURVEY. INFORMATION CONCERNING UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE TO CONTACT ALL UTILITY OWNERS, AND TO DETERMINE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO EXCAVATION BY USE OF POWER-OPERATED EQUIPMENT. 4. ADDITIONAL EXISTING INFORMATION WAS ADDED BASED ON ADDITIONAL EXISTING INFORMATION WAS ADDED BASED ON FIELD VISITS PERFORMED BY WSP PERSONNEL IN MARCH 2021.

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CORE ID

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ASPHALT THICKNESS

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PC-7

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PC-8

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PC-9

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PC-10

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ASPHALT: 4 INCHES BASE COURSE: 1.5 INCHES TOTAL: 5.5 INCHES

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ASPHALT: 4 INCHES BASE COURSE: 7 INCHES TOTAL: 11 INCHES

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ASPHALT: 2.5 INCHES BASE COURSE: 7 INCHES TOTAL: 9.5 INCHES

AutoCAD SHX Text 3 DIFFERENT PAVEMENTS SURFACE 2.5 INCHES BASE COURSE: 1.5 INCHES UNDERLYING (ASPHALT): 2.5 INCHES TOTAL: 6.5 INCHES

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Stamp

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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EXISTING CONDITIONS PHOTO LOG

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RM

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PHOTO 02: EXISTING BRIDGE LOOKING TOWARDS SYKES AVENUE

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PHOTO 03: EXISTING STONE INLET 1

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PHOTO 05: EXISTING DRAIN INLET 2

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PHOTO 06: EXISTING 12" HDPE PIPE

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PHOTO 07: EXISTING DRAIN INLET 3

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PHOTO 08: EXISTING 12" VCP

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PHOTO 09: EXISTING TRAIL

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PHOTO 10: EXISTING BOULDERS

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PHOTO 11: EXISTING STONE HEADWALL 2

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PHOTO 12: EXISTING SIGN

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PHOTO 13: EXISTING DRAIN INLET 4

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PHOTO 04: EXISTING STONE HEADWALL 1

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PHOTO 01: EXISTING BRIDGE

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FULL DEPTH PAVEMENT REMOVAL

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REMOVE EXISTING DRAIN INLET 3

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REMOVE EXISTING PIPE

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SAW CUT

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SYKES AVENUE

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LOM

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LOM

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CRAWFORD ROAD

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S. CONFEDERATE AVENUE

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WRIGHT AVENUE

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WARREN AVENUE

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PLUM RUN

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EXISTING BRIDGE TO REMAIN

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EXISTING STONE INLET 1 AND STONE HEADWALL 1 TO REMAIN

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EXISTING DRAIN INLET 2 TO REMAIN

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REMOVE EXISTING DRAIN INLET 4

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REMOVE EXISTING PIPE

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SAW CUT

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REMOVE ASPHALT DRAINAGE GUTTER

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SAW CUT BETWEEN ASPHALT DRAINAGE GUTTER AND ROAD TO BE MILLED

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SAW CUT

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EXISTING PARKING AREA TO BE REMOVED AND REVEGETATED

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EXISTING PARKING AREA TO BE REMOVED AND REVEGETATED

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EXISTING SIGN TO BE PROTECTED

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REMOVE EXISTING DRAIN INLET 3 AND PIPE

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DECONSTRUCT STONE HEADWALL 2

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SAW CUT

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SAW CUT

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SAW CUT

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FULL DEPTH PAVEMENT REMOVAL

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FULL DEPTH PAVEMENT REMOVAL

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SEE PART PLAN A BELOW

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SEE PART PLAN B BELOW

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EXISTING SIGNS TO BE PROTECTED

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EXISTING SIGN TO BE PROTECTED

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EXISTING SIGN TO BE PROTECTED

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EXISTING SIGN TO BE PROTECTED

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EXISTING SIGN TO BE PROTECTED

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EXISTING SIGN TO BE PROTECTED

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LEGEND - EXISTING

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LEGEND - DEMOLITION

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PIPE/FEATURE REMOVAL

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EX INLET

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EX HEADWALL

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ASPHALT DRAINAGE GUTTER

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MILL

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FULL DEPTH PAVEMENT REMOVAL

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LOM - LIMIT OF MILLING

AutoCAD SHX Text NOTES: 1. LIMIT FROM MILLING IS FROM STA. 0+00 TO STA. 14+69. LIMIT FROM MILLING IS FROM STA. 0+00 TO STA. 14+69. 2. STONE HEADWALL 2 STONE MATERIAL SHALL BE SALAVAGED FOR REUSE FOR STONE HEADWALL 2 STONE MATERIAL SHALL BE SALAVAGED FOR REUSE FOR RECONSTRUCTION OF STONE HEADWALL.

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EX MAJOR CONTOUR

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EX MINOR CONTOUR

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EX TREES

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EX VEGETATION LINE

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EX BOULDERS

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EX MONUMENTS

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EX SIGN

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EX BREASTWORK

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EX POST

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LIMIT OF DISTURBANCE

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ROAD CENTERLINE

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EX STORM PIPE

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SAW CUT

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DECONSTRUCT STONE HEADWALL 2

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REMOVE EXISTING DRAIN INLET 4

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REMOVE EXISTING PIPE

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FULL DEPTH PAVEMENT REMOVAL

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EXISTING SIGN TO BE PROTECTED

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

AutoCAD SHX Text

AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

AutoCAD SHX Text

AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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SCALE OF FEET

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AutoCAD SHX Text 1" = 60'

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DEMOLITION PLAN

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RM

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SL

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KS

AutoCAD SHX Text C2.0

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SCALE OF FEET

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AutoCAD SHX Text 1" = 20'

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PART PLAN A SCALE: 1"=20'

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PART PLAN B SCALE: 1"=20'

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Stamp

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SYKES AVENUE

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TYPE M INLET, PRE-CAST 4 GR. 571.88 INV. OUT: 568.80OUT: 568.80

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EXISTING STONE HEADWALL RECONSTRUCTION 2 INV. 568.66

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MEET EXISTING PAVEMENT

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TYPICAL SECTION: WARREN AVENUE

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MEET EXISTING PAVEMENT

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27 LF 15" CLASS V RCP @ 1.85%

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MASONRY HEADWALL 4 INV. 540.00

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CLEAN OUT PIPE

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MASONRY HEADWALL 3

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RESET DRAIN INLET 2

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TRASH RACK FOR STONE INLET

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WARREN AVENUE

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CRAWFORD ROAD

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S. CONFEDERATE AVENUE

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WRIGHT AVENUE

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TYPE M INLET IN DRAINAGE GUTTER 3 GR. 544.25 INV. OUT: 540.50OUT: 540.50

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28 LF 15" CLASS V RCP @ 0.50%

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SHOULDER RESTORATION

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ROADWAY ASPHALT

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ROADWAY ASPHALT

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PLUM RUN

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SEE PART PLAN A BELOW

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SEE PART PLAN B BELOW

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AutoCAD SHX Text C5.2

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AutoCAD SHX Text C5.2

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AutoCAD SHX Text C5.0

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AutoCAD SHX Text C5.1

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AutoCAD SHX Text C5.2

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AutoCAD SHX Text C5.0

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AutoCAD SHX Text C5.0

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AutoCAD SHX Text C5.0

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AutoCAD SHX Text C5.3

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AutoCAD SHX Text C5.0

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CLEAN OUT PIPE

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LEGEND - EXISTING

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LEGEND - PROPOSED

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PAVEMENT OVERLAY

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ASPHALT DRAINAGE GUTTER

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INLET

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HEADWALL

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ROADWAY ASPHALT

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RIPRAP APRON

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EX MAJOR CONTOUR

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EX MINOR CONTOUR

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EX BREASTWORK

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ROAD CENTERLINE

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EX STORM PIPE

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EX INLET

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EX HEADWALL

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EX TREES

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EX VEGETATION LINE

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EX BOULDERS

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EX MONUMENTS

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EX SIGN

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EX POST

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL RESTORE EXISTING VEGETATION IN KIND AT NO ADDITIONAL COST TO CONTRACTOR SHALL RESTORE EXISTING VEGETATION IN KIND AT NO ADDITIONAL COST TO THE GOVERNMENT. 2. TOPSOIL TO BE SHIPPED AND STOCKPILED FOR USE PRIOR TO DEMOLITION. SEE SECTION TOPSOIL TO BE SHIPPED AND STOCKPILED FOR USE PRIOR TO DEMOLITION. SEE SECTION 02 41 00 DEMOLITION AND 32 91 19.13 TOPSOIL.

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AGGREGATE TOPSOIL

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SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

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FULL SUN NATIVE GRASS AND FORB SEED MIX

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LIMIT OF DISTURBANCE

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AutoCAD SHX Text C5.3

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AutoCAD SHX Text C5.1

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AutoCAD SHX Text C5.0

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TYPE M INLET, PRE-CAST 4 GR. 571.88 INV. OUT: 568.80OUT: 568.80

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EXISTING STONE HEADWALL RECONSTRUCTION 2 INV. 568.66

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ROADWAY ASPHALT

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AutoCAD SHX Text C5.2

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MASONRY HEADWALL 4 INV. 540.00

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ROADWAY ASPHALT

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TYPE M INLET IN DRAINAGE GUTTER 3 GR. 544.25 INV. OUT: 540.50OUT: 540.50

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DATE:

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DESIGNED:

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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CONSTRUCTION AND PAVING PLAN

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KMS

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PART PLAN A SCALE: 1"=20'

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SCALE OF FEET

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PART PLAN B SCALE: 1"=20'

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Culv

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3' Paved Gutter

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FILTER BAG INLET PROTECTION - TYPE M INLET

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FILTER BAG INLET PROTECTION - TYPE M INLET

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RIPRAP APRON AT PIPE OUTLET WITH ENDWALL 2

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RIPRAP APRON AT PIPE OUTLET WITH ENDWALL 1

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COMPOST FILTER SOCK

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AutoCAD SHX Text C6.2

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FILTER BAG INLET PROTECTION - TYPE M INLET

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AutoCAD SHX Text C6.2

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CFS 323.3 LF

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CFS 236.7 LF

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CFS 149.3 LF

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CFS 62.0 LF

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CFS 584.4 LF

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CFS 492.9 LF

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CFS 416.6 LF

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LEGEND - EXISTING

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LEGEND - PROPOSED

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COMPOST FILTER SOCK

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LIMIT OF DISTURBANCE

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INLET PROTECTION

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PAVEMENT OVERLAY

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ASPHALT DRAINAGE GUTTER

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INLET

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HEADWALL

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RIPRAP APRON

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TEMPORARY STAGING AREA

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EX MAJOR CONTOUR

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EX MINOR CONTOUR

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EX BREASTWORK

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ROAD CENTERLINE

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EX STORM PIPE

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EX INLET

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EX HEADWALL

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EX TREES

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EX VEGETATION LINE

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EX BOULDERS

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EX MONUMENTS

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EX SIGN

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EX POST

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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SCALE OF FEET

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AutoCAD SHX Text 1" = 60'

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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RM

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SL

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KS

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USKC675920

Stamp

USKC675920

AutoCAD SHX Text C5.0

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NTS

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TYPICAL SECTION: WARREN AVENUE

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TOP OF PROPOSED PAVEMENT SURFACE

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TOP OF EXISTING PAVEMENT SURFACE

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MILLED SURFACE

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SAWCUT IS REQUIRED TO TIE TO EXISTING ROADWAY

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EXISTING ROADWAY SURFACE

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MIN MILL EQUAL TO SPECIFIED OVERLAY PER PLAN SHEET NOTES

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TACK COAT (TYP.)

AutoCAD SHX Text NOTE: 1. ALL PAVEMENT MARKINGS REMOVED DURING TRANSITION MILL OPERATIONS SHALL BE ALL PAVEMENT MARKINGS REMOVED DURING TRANSITION MILL OPERATIONS SHALL BE REPLACED.

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SPECIFIED OVERLAY PER PLAN SHEET NOTES

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APPROVED BACKFILL COMPACTED IN 1 FT. LIFTS

AutoCAD SHX Text NOTES: : 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND BOULDERS. 2. RECYCLED CONCRETE IS NOT TO BE USED AS BACKFILL. RECYCLED CONCRETE IS NOT TO BE USED AS BACKFILL. 3. SUBBASE SHALL BE COMPACTED TO A FIRM AND EVEN SURFACE TO SUBBASE SHALL BE COMPACTED TO A FIRM AND EVEN SURFACE TO THE SATISFACTION OF THE ENGINEER. 4. SEE PAVEMENT DETAILS FOR ADDITIONAL INFORMATION ON PAVEMENT SEE PAVEMENT DETAILS FOR ADDITIONAL INFORMATION ON PAVEMENT RESTORATION. 5. REFER TO SPECIFICATION 33 41 00 STORM UTILITY DRAINAGE PIPING REFER TO SPECIFICATION 33 41 00 STORM UTILITY DRAINAGE PIPING FOR PIPE TRENCH IN ROCK.

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6" MINIMUM

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PAVED AREAS

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NON PAVED AREAS

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FINISHED GRADE

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1'-0" MIN. ABOVE TOP OF PIPE

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VARIES

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PIPE I.D.

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SAWCUT

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2" TOPSOIL SURFACE-SEEDED ROLLED, WITH FINAL GRADE 1/2 INCH BELOW TOP PAVEMENT

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8" CRUSHED, WASHED 2-INCH DIA. STONE, COMPACT TO 90% DENSITY

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UNDISTURBED SOIL

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IF DISTURBED, COMPACT SOILS ADJACENT TO ROAD TO 85% DENSITY

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AutoCAD SHX Text C5.0

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NTS

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PIPE TRENCH

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NTS

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TRANSITION MILL

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AutoCAD SHX Text C5.0

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NTS

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SHOULDER RESTORATION

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TACK COAT

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES: 1. ENTIRE ROAD TO BE MILLED 1.5", AND RECEIVE 1.5" TOP COURSE. ENTIRE ROAD TO BE MILLED 1.5", AND RECEIVE 1.5" TOP COURSE. 2. IF HISTORIC TELFORD BASE IS ENCOUNTERED DURING WORK, CONTRACTOR SHALL IF HISTORIC TELFORD BASE IS ENCOUNTERED DURING WORK, CONTRACTOR SHALL STOP WORK AT THAT LOCATION IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER AND PARK ARCHEOLOGIST. WORK SHALL CEASE UNTIL THE ARCHEOLOGIST HAS CHECKED THE SITE AND GIVEN PERMISSION FOR CONSTRUCTION TO CONTINUE. 3. PLACE TOPSOIL/BACKFILL AND SEED ALONG SHOULDERS TO MATCH PROPOSED PLACE TOPSOIL/BACKFILL AND SEED ALONG SHOULDERS TO MATCH PROPOSED EDGE OF PAVEMENT ELEVATIONS. SHOULDER RESTORATION SHALL BE PLACED AT 3:1 SLOPE MAX. SEE SHOULDER RESTORATION DETAIL ON THIS SHEET.

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NTS

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PAVEMENT MILL AND OVERLAY

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1.5" ASPHALT SURFACE COURSE

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TACK COAT

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EXISTING GROUND (TYP.)

AutoCAD SHX Text WHERE ROAD SURFACE DOES NOT MEET EXISTING GRADES, RE-GRADE AND REPAIR SHOULDER PER NOTE 3 AND SHOULDER RESTORATION DETAIL ON THIS SHEET

AutoCAD SHX Text WHERE ROAD SURFACE DOES NOT MEET EXISTING GRADES, RE-GRADE AND REPAIR SHOULDER PER GENERAL NOTE 3 AND SHOULDER RESTORATION DETAIL ON THIS SHEET

AutoCAD SHX Text C5.0

AutoCAD SHX Text C5.0

AutoCAD SHX Text NOTE: 1. ASSUME SHOULDER RESTORATION SHALL BE INCLUDED ON 20% OF BOTH SIDES ASSUME SHOULDER RESTORATION SHALL BE INCLUDED ON 20% OF BOTH SIDES OF PAVEMENT RESTORATION FOR BIDDING PURPOSES, EXCEPT AT THE BRIDGE.

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COMPACTED SUBGRADE TO 95% DENSITY

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SUBGRADE

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HOT-MIX ASPHALT TOP COURSE

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HOT-MIX ASPHALT BASE COURSE

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DENSE GRADED AGGREGATE BASE COURSE

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AutoCAD SHX Text C5.0

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NTS

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ROADWAY ASPHALT

AutoCAD SHX Text REMOVE EXISTING DRAINAGE CHANNEL AND CONSTRUCT NEW ASPHALT CHANNEL WHERE SHOWN ON PLANS

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3" ASPHALT TOP COURSE

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3" THICK OF 34" CLEAN GRAVEL

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

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AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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CONSTRUCTION DETAILS

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RM

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SL

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KS

AutoCAD SHX Text C5.0

USKC675920

Stamp

USKC675920

PLAN VIEW

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SECTION A-A

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SECTION B-B

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DETAIL 1

AutoCAD SHX Text 12"

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PLAN VIEW - TYPE M

AutoCAD SHX Text 36"

AutoCAD SHX Text 686 (27")

AutoCAD SHX Text 41/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text B

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AutoCAD SHX Text 48 1/4"

AutoCAD SHX Text 24"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 24"

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#13 (#4) BARS (TYP)

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AutoCAD SHX Text A

AutoCAD SHX Text 1 1/2"

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SEE DETAIL 1 (TYP.)

AutoCAD SHX Text 1 1/2"

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#3 @ 9" (TYP.)

AutoCAD SHX Text 57 1/4"

AutoCAD SHX Text 45 1/4"

AutoCAD SHX Text 45 1/4"

AutoCAD SHX Text 38 (11/2")

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 1 1/2"

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TYP.

AutoCAD SHX Text 1/4"

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1 SPA. @ 16" (CENTERED)

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2 SPA. @ 18" (CENTERED)

AutoCAD SHX Text 3/8" ø x 21/2" STUDS

AutoCAD SHX Text 3/8" ø STUDS OR #3 BENT BAR ANCHORS (TYP.)

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16" MIN. LAP LENGTH (TYP)

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TOP OF GRATE

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TOP OF GRATE

AutoCAD SHX Text ANGLE L13/4x13/4x1/4

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SEE DETAIL 1 (TYP.)

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CLEAR (TYP.) PRECAST = 11/2" CAST-IN-PLACE = 2"

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SECTION VIEW

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REINFORCEMENT TO BE 0.12 SQ. IN/FT EACH WAY

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REINFORCEMENT TO BE 0.20 SQ. IN/FT EACH WAY (2 LAYERS)

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6" THICK DENSE GRADED AGGREGATE

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AutoCAD SHX Text C5.1

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NTS

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TYPE M INLET, PRE-CAST

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AutoCAD SHX Text C5.1

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NTS

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BICYCLE SAFE GRATE FOR TYPE M INLET

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AutoCAD SHX Text C5.1

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NTS

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TYPE M INLET - CONCRETE TOP UNITS

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PIPE

AutoCAD SHX Text A-A

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SECTION B-B

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PLAN VIEW

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SECTION C-C

AutoCAD SHX Text B

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AutoCAD SHX Text C

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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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OF

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TITLE OF SHEET

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GETTYSBURG NATIONAL MILITARY PARK

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PAVEMENT MANAGEMENT - REPAVE WARREN AVENUE (FHWA RT.016)

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AutoCAD SHX Text 175218

AutoCAD SHX Text 318022

AutoCAD SHX Text

AutoCAD SHX Text 09/28/2021

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AFFIX SEAL:

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ON:

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CONSTRUCTION DETAILS

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RM

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SL

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KS

AutoCAD SHX Text C5.1

USKC675920

Stamp

USKC675920

CONSTRUCT 6" HIGH PAVEMENT BERM, MEASURED FROM TOP OF INLET TOP

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TYPE 'M' CONCRETE TOP UNIT SUMPED 2"

AutoCAD SHX Text A

AutoCAD SHX Text A

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TYPE 'M' CONCRETE INLET BOX

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SECTION A-A

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INLET DETAIL

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SEAL WITH PG 64-22

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AutoCAD SHX Text C5.2

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NTS

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TYPE M INLET IN DRAINAGE GUTTER

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FLOW DIRECTION

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3:1 SLOPE MAX

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HEADWALL SECTION

AutoCAD SHX Text NOTES: : 1. THE AMOUNT OF BOULDERS NEEDED TO RETAIN GRADES MAY THE AMOUNT OF BOULDERS NEEDED TO RETAIN GRADES MAY VARY, SUBJECT TO APPROVAL BY THE OWNERS REP. 2. WEDGE BOULDERS TO PROVIDE STABILITY. WEDGE BOULDERS TO PROVIDE STABILITY. 3. MASONRY HEADWALL AND WING WALL SHALL BE: MASONRY HEADWALL AND WING WALL SHALL BE: 3.1. 10% OF STONE CLASS 1 10% OF STONE CLASS 1 3.2. 30% OF STONE CLASS 2 30% OF STONE CLASS 2 3.3. 60% OF STONE CLASS 3 60% OF STONE CLASS 3 4. SET BOULDERS TO PROVIDE MAX JOINT SPACING OF 1.5" SET BOULDERS TO PROVIDE MAX JOINT SPACING OF 1.5" BETWEEN STONES 5. PROVIDE MIN. 2" GROUT COLFAX AROUND PIPE OUTFALL.PROVIDE MIN. 2" GROUT COLFAX AROUND PIPE OUTFALL.

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AutoCAD SHX Text

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WING WALL SECTION

AutoCAD SHX Text 3 "12"

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HEADWALL FRONT ELEVATION

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HEADWALL SIDE ELEVATION

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D (IN)

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A (IN)

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B (IN)

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H (IN)

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SINGLE PIPE

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WING WALLS

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L (FT)

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RE: PLANS

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12 OR LESS

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30" MAX.

AutoCAD SHX Text 2.0

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RE: PLANS

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12" TO 24"

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30" MAX.

AutoCAD SHX Text 2.5

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RE: PLANS

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MASONRY HEADWALL DIMENSIONS

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ELEVATION

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GRANITE CUT STONE HEADWALLS, TYP.

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RAKES GROUT JOINT TYP.

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RECESS CULVERT 4" FROM FACE OF WALL

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GRANITE CUT STONE TO ANCHOR HEADWALL 24"-36"

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RIPRAP APRON

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CONCRETE FOOTING

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AGGREGATE, 4" DEPTH

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COMPACTED SUBGRADE

AutoCAD SHX Text PIPE TYPE AND SIZE VARIES; RCP, DOMESTIC WATER DRAIN, UNDERDRAIN OR PERIMETER DRAIN. RE: CIVIL

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6" MIN GROUT

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6" MIN. GROUT

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CONCRETE FOOTING

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AGGREGATE, 4" DEPTH

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COMPACT SUBGRADE

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MATERIALS AND SLOPES VARY, SEE DRAINAGE AND GRADING PLANS

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GAP FOR DRAINGE

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RAKES GROUT JOINTS TYP.

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MAINTAIN LEVEL TOP ROW OF GRANITE CUT STONEGRANITE CUT STONE

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RAKED GROUT JOINTS, TYP.

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GRANITE CUT STONE TO EXTEND TO EXTEND 12" BELOW GRADE (MIN.)

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PIPE TYPE AND SIZE VARIES, SEE DRAINAGE AND GRADING PLANS

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BURIED RIPRAP

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