B08_Att_14_Drawings_CLIN_19_Sheets_1-19.pdf

AutoCAD SHX Text

BATTLEFIELD

AutoCAD SHX Text

EAST CAVALRY

AutoCAD SHX Text

PLUM

AutoCAD SHX Text

AND

AutoCAD SHX Text

TO

AutoCAD SHX Text

AutoCAD SHX Text

WASHINGTON D.C.

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MARSH

AutoCAD SHX Text

AutoCAD SHX Text

BUS

AutoCAD SHX Text

STATION RD.

AutoCAD SHX Text

PUMPING

AutoCAD SHX Text

HISTORIC

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

SITE

AutoCAD SHX Text

EISENHOWER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TO

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

BALTIMORE,

AutoCAD SHX Text

PIKE

AutoCAD SHX Text

BALTIMORE

AutoCAD SHX Text

RUN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

N. CAROLINA

AutoCAD SHX Text

HAGERSTOWN ROAD

AutoCAD SHX Text

WILLOUGHBY

AutoCAD SHX Text

RUN

AutoCAD SHX Text

AutoCAD SHX Text

CHAMBERSBURG

AutoCAD SHX Text

AutoCAD SHX Text

AND

AutoCAD SHX Text

TO

AutoCAD SHX Text

WESTERN

AutoCAD SHX Text

PIKE

AutoCAD SHX Text

CHAMBERSBURG

AutoCAD SHX Text

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text R.R.

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

RUN

AutoCAD SHX Text V.C.

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

CYCLORAMA

AutoCAD SHX Text

CEMETERY

AutoCAD SHX Text

GETTYSBURG

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

HANOVER ROAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

YORK PIKE

AutoCAD SHX Text

AutoCAD SHX Text

SITE

AutoCAD SHX Text

PEACE

AutoCAD SHX Text

MEMORIAL

AutoCAD SHX Text

ETERNAL

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FIELD RD.

AutoCAD SHX Text

E. CAVALRY

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

GREGG AVE.

AutoCAD SHX Text

AND

AutoCAD SHX Text

AutoCAD SHX Text

CAVALRY

AutoCAD SHX Text

TO YORK

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

WEST

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

MONOCACY RIVER

AutoCAD SHX Text

AutoCAD SHX Text

CHESAPEAKE

AutoCAD SHX Text

BALTIMORE

AutoCAD SHX Text

FREDERICK

AutoCAD SHX Text

VIRGINIA

AutoCAD SHX Text

RIVER

AutoCAD SHX Text 70S

AutoCAD SHX Text

POTOMAC

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BAY

AutoCAD SHX Text 70N

AutoCAD SHX Text

MARYLAND

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

YORK

AutoCAD SHX Text

HARRISBURG

AutoCAD SHX Text

TURNPIKE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PARK

AutoCAD SHX Text

MILITARY

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

HAGERSTOWN

AutoCAD SHX Text

GETTYSBURG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GETTYSBURG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF METERS

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text 2,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4,000

AutoCAD SHX Text

AutoCAD SHX Text 1,000

AutoCAD SHX Text 2,000

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

HQ.

AutoCAD SHX Text

OBSERVATION TOWER

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

PICNIC AREA

AutoCAD SHX Text

AMPHITHEATER

AutoCAD SHX Text

RESTROOMS

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RANGER STATION

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text V.C.

AutoCAD SHX Text

ADJACENT NATIONAL

AutoCAD SHX Text

STATE LINE

AutoCAD SHX Text

VISITOR CENTER

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

PARK BOUNDARY

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

PARK

AutoCAD SHX Text

BASIC DATA:

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

DENVER SERVICE CENTER

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF DRAWING

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text 142293

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ADAMS

AutoCAD SHX Text

PENNSYLVANIA

AutoCAD SHX Text

OF

AutoCAD SHX Text

PKG.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

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 ABBREVIATIONSG1.0 GENERAL NOTES AND ABBREVIATIONSGENERAL NOTES AND ABBREVIATIONS3 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-C6.2 SOIL EROSION AND SEDIMENT C6.0-C6.2 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 15 C7.0 CONSTRUCTION STAGING PLAN AND C7.0 CONSTRUCTION STAGING PLAN AND CONSTRUCTION STAGING PLAN AND NOTES 16-17 C8.0-C8.1 MAINTENANCE AND PROTECTION C8.0-C8.1 MAINTENANCE AND PROTECTION MAINTENANCE AND PROTECTION OF TRAFFIC PLAN NOTES 18 C9.0 DETOUR PLAN C9.0 DETOUR PLAN DETOUR PLAN 19 C9.1 MAINTENANCE AND PROTECTION OF C9.1 MAINTENANCE AND PROTECTION OF MAINTENANCE AND PROTECTION OF TRAFFIC PLAN

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

AFFIX SEAL: ON:

AutoCAD SHX Text

PMIS 318024

USKC675920

Stamp

USKC675920

Typewriter 09/29/2021

R

Know what's below.

Call before you dig.

or www.UNCC2.org

AutoCAD SHX Text CONSTRUCTION AND MATERIAL NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, 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 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 BE CLOSED 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, 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 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. 15. CONSTRUCTION DEBRIS MUST BE DISPOSED OF OFF SITE AT AN 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 THE 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 ARCHEOLOGICAL THE WORK REQUIRED BY THIS PROJECT MAY UNCOVER ARCHEOLOGICAL RESOURCES. THESE RESOURCES MUST BE PROTECTED. 2. IF ARCHEOLOGICAL RESOURCES ARE ENCOUNTERED DURING WORK, 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 EVENT OF 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 SPECIFICATIONS. HISTORIC 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 WHERE 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 DEPTH OF THE 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 INVERTS OF PROPOSED PIPES SHALL MATCH EXISTING SLOPE AND INVERTS OF EXISTING PIPE BEING REPLACED. 3. ALL EXISTING DRAINAGE PIPES TO REMAIN SHALL BE CLEANED. DISPOSE ALL EXISTING DRAINAGE PIPES TO REMAIN SHALL BE CLEANED. DISPOSE ALL REMOVED DEBRIS AND SEDIMENT IN ACCORDANCE WITH LOCAL REGIONAL AND FEDERAL REGULATIONS.

AutoCAD SHX Text 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.

AutoCAD SHX Text

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 VCP VITRIFIED CLAY PIPEVITRIFIED CLAY PIPE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

AutoCAD SHX Text

GENERAL NOTES AND ABBREVIATIONS

AutoCAD SHX Text

KMS

AutoCAD SHX Text

SJ

AutoCAD SHX Text

JCS

AutoCAD SHX Text G1.0

USKC675920

Stamp

USKC675920

C an no n

M on

Si gn

C an no n

Si gn

Si gn

M on

Si gn

Si gn

Si gn Si gn

Si gn

Si gn

Gat e

M ail bo x

Gat e

C an no n

M on

Si gn

C an no n

Si gn

Si gn

M on

Si gn

Si gn

Si gn Si gn

Si gn

Si gn

Gat e

M ail bo x

Gat e

CB

Stone Wall

Stone Wall

Stone Wall

Stone Wall

Stone W all

Stone Wall

Si gn

Bo uld er

M on

Bo uld er

Bo uld er

Bo uld er s

Bo uld er

H or se T ra il

X

Loop Trail

3' Paved Gutter

" V

CP

" V

CP

CB

" R

CP

D

D

D

D

DDD

D

D

D

D

D

D

D

D

D

D

" V

CP

" V

C P

CB

Gra ve l

Pu ll-O ff

" V

CP

CB

Wright Ave.

S.

C on fe de ra te A ve

Wright Ave.

Bo uld er

CB

Stone Wall

Stone Wall

Stone Wall

Stone Wall

Stone W all

Stone Wall

Si gn

Bo uld er

M on

Bo uld er

Bo uld er

Bo uld er s

Bo uld er

H or se T ra il

X

Loop Trail

3' Paved Gutter

" V

CP

" V

CP

CB

" R

CP

D

D

D

D

DDD

D

D

D

D

D

D

D

D

D

D

" V

CP

" V

C P

CB

Gra ve l

Pu ll-O ff

" V

CP

CB

Wright Ave.

S.

C on fe de ra te A ve

Wright Ave.

Bo uld er

XXX

D

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

TANEYTOWN ROAD (ROUTE 134)

AutoCAD SHX Text

PRIVATE DRIVE

AutoCAD SHX Text 19+00

AutoCAD SHX Text 19+50

AutoCAD SHX Text 20+00

AutoCAD SHX Text 20+50

AutoCAD SHX Text 21+00

AutoCAD SHX Text 21+50

AutoCAD SHX Text 22+00

AutoCAD SHX Text 22+50

AutoCAD SHX Text 23+00

AutoCAD SHX Text 23+50

AutoCAD SHX Text 24+00

AutoCAD SHX Text 24+50

AutoCAD SHX Text 25+00

AutoCAD SHX Text 25+50

AutoCAD SHX Text 26+00

AutoCAD SHX Text 26+50

AutoCAD SHX Text 27+00

AutoCAD SHX Text 27+50

AutoCAD SHX Text 28+00

AutoCAD SHX Text 28+50

AutoCAD SHX Text 29+00

AutoCAD SHX Text 29+50

AutoCAD SHX Text 29+76

AutoCAD SHX Text

APPROXIMATE PENNDOT LEGAL RIGHT OF WAY

AutoCAD SHX Text

EXISTING SIGN AND STONE FEATURE

AutoCAD SHX Text

EXISTING CANNONS PHOTO: 17

AutoCAD SHX Text

EXISTING MONUMENTS TO REMAIN. PROTECT IN PLACE.

AutoCAD SHX Text

EXISTING SIGNS

AutoCAD SHX Text

EXISTING GATES PHOTO: 15

AutoCAD SHX Text

EXISTING PARK SIGN

AutoCAD SHX Text

EXISTING SIGNS

AutoCAD SHX Text

EXISTING HEADWALL

AutoCAD SHX Text

EXISTING HEADWALL PHOTO: 19

AutoCAD SHX Text

EXISTING STONE INLET

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING 15" HDPE PIPE

AutoCAD SHX Text

EXISTING 18" RCP UNKNOWN OUTLET

AutoCAD SHX Text

EXISTING SIGN

AutoCAD SHX Text

EXISTING 15" HDPE CULVERT

AutoCAD SHX Text

EXISTING WRIGHT AVE. PAVEMENT APRON EXTENDS ~13' INTO PRIVATE DRIVEWAY

AutoCAD SHX Text

EXISTING PARK GATES, SIGNS, MONUMENTS AND STONE WALL PHOTO: 16

AutoCAD SHX Text

EXISTING STONE WALL SET BACK FROM ROAD ~8-10'

AutoCAD SHX Text

EXISTING PARK SIGN

AutoCAD SHX Text

GENERAL INTERSECTION PHOTO: 18

AutoCAD SHX Text

PC-1

AutoCAD SHX Text

PC-2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S. CONFEDERATE AVENUE

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+50

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+50

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+50

AutoCAD SHX Text 5+00

AutoCAD SHX Text 5+50

AutoCAD SHX Text 6+00

AutoCAD SHX Text 6+50

AutoCAD SHX Text 7+00

AutoCAD SHX Text 7+50

AutoCAD SHX Text 8+00

AutoCAD SHX Text 8+50

AutoCAD SHX Text 9+00

AutoCAD SHX Text 9+50

AutoCAD SHX Text 10+00

AutoCAD SHX Text 10+50

AutoCAD SHX Text 11+00

AutoCAD SHX Text 11+50

AutoCAD SHX Text 12+00

AutoCAD SHX Text 12+50

AutoCAD SHX Text 13+00

AutoCAD SHX Text 13+50

AutoCAD SHX Text 14+00

AutoCAD SHX Text 14+50

AutoCAD SHX Text 15+00

AutoCAD SHX Text 15+50

AutoCAD SHX Text 16+00

AutoCAD SHX Text 16+50

AutoCAD SHX Text 17+00

AutoCAD SHX Text 17+50

AutoCAD SHX Text 18+00

AutoCAD SHX Text 18+50

AutoCAD SHX Text 19+00

AutoCAD SHX Text 19+50

AutoCAD SHX Text 20+00

AutoCAD SHX Text 20+50

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING STONE INLET 5 PHOTO: 11

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING STONE WALL TO BE AVOIDED DURING CONSTRUCTION

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING STONE WALL SET BACK FROM ROAD ~8-10'

AutoCAD SHX Text

EXISTING STONE WALL SET BACK FROM ROAD ~8-10'

AutoCAD SHX Text

EXISTING WIRE FENCE

AutoCAD SHX Text

EXISTING STONE INLET 6 PHOTO: 13

AutoCAD SHX Text

EXISTING 24" RCP

AutoCAD SHX Text

EXISTING ASPHALT GUTTER PHOTO: 10

AutoCAD SHX Text

EXISTING 12" VCP

AutoCAD SHX Text

EXISTING GRAVEL PULL-OFF PHOTO: 07

AutoCAD SHX Text

EXISTING GRAVEL PULL-OFF AREAS

AutoCAD SHX Text

EXISTING DRAIN INLET 2 PHOTO: 04

AutoCAD SHX Text

EXISTING DRAIN INLET 3 PHOTO: 06

AutoCAD SHX Text

EXISTING DRAIN INLET 4 PHOTO: 08

AutoCAD SHX Text

EXISTING PIPE GOES THROUGH EXISTING STONE OUTFALL 5 PHOTO: 12

AutoCAD SHX Text

EXISTING PIPE GOES UNDER EXISTING STONE OUTFALL 6 PHOTO: 14

AutoCAD SHX Text

EXISTING DRAIN INLET 1 PHOTO: 01

AutoCAD SHX Text

EXISTING STONE HEADWALL 1 PHOTO: 02

AutoCAD SHX Text

EXISTING STONE HEADWALL 2 PHOTO: 03

AutoCAD SHX Text

EXISTING STONE HEADWALL 3 PHOTO: 05

AutoCAD SHX Text

EXISTING STONE HEADWALL 4 PHOTO: 09

AutoCAD SHX Text

EXISTING CONCRETE WHEEL STOPS

AutoCAD SHX Text

START OF EXISTING ASPHALT GUTTER

AutoCAD SHX Text

EXISTING ASPHALT ROAD

AutoCAD SHX Text

EXISTING +/- 3' WIDE AGGREGATE TOPSOIL, BOTH SIDES AND ROADS

AutoCAD SHX Text

END OF EXISTING ASPHALT GUTTER

AutoCAD SHX Text

PC-3

AutoCAD SHX Text

PC-6

AutoCAD SHX Text

PC-5

AutoCAD SHX Text

PC-4

AutoCAD SHX Text

LEGEND - EXISTING

AutoCAD SHX Text

EX MAJOR CONTOUR

AutoCAD SHX Text

EX MINOR CONTOUR

AutoCAD SHX Text

EX TREES

AutoCAD SHX Text

EX VEGETATION LINE

AutoCAD SHX Text

EX BOULDERS

AutoCAD SHX Text

EX MONUMENTS

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

EX WALL

AutoCAD SHX Text

EX SIGN

AutoCAD SHX Text

EX BREASTWORKS

AutoCAD SHX Text

EX CANNON

AutoCAD SHX Text

EX ROW

AutoCAD SHX Text

EX CENTERLINE

AutoCAD SHX Text

EX STORM PIPE

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

EX INLET

AutoCAD SHX Text

EX HEADWALL

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONDITIONS PLAN

AutoCAD SHX Text

RM

AutoCAD SHX Text

SL

AutoCAD SHX Text

KS

AutoCAD SHX Text C1.0

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text EXISTING CONDITIONS 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 THE 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. PHOTOGRAPHIC AERIAL FROM BING MAPS. PHOTOGRAPHIC AERIAL FROM BING MAPS. 5. ADDITIONAL EXISTING INFORMATION WAS ADDED BASED ON FIELD ADDITIONAL EXISTING INFORMATION WAS ADDED BASED ON FIELD VISITS PERFORMED BY WSP PERSONNEL IN MARCH 2021.

AutoCAD SHX Text

CORE ID

AutoCAD SHX Text

ASPHALT THICKNESS

AutoCAD SHX Text

PC-1

AutoCAD SHX Text

ASPHALT: 1.5 INCHES BASE COURSE: 2 INCHES TOTAL: 3.5 INCHES

AutoCAD SHX Text

PC-2

AutoCAD SHX Text

ASPHALT: NOT APPARENT BASE COURSE: 4 INCHES TOTAL: 4 INCHES

AutoCAD SHX Text

PC-3

AutoCAD SHX Text

ASPHALT: 2.5 INCHES BASE COURSE: 4 INCHES TOTAL: 6.5 INCHES

AutoCAD SHX Text

PC-4

AutoCAD SHX Text

ASPHALT: NOT APPARENT BASE COURSE: 4.5 INCHES TOTAL: 4.5 INCHES

AutoCAD SHX Text

PC-5

AutoCAD SHX Text

PC-6

AutoCAD SHX Text

ASPHALT: NOT APPARENT BASE COURSE: 3 INCHES TOTAL: 3 INCHES

AutoCAD SHX Text

ASPHALT: 2 INCHES BASE COURSE: 1.5 INCHES TOTAL: 3.5 INCHES

USKC675920

Stamp

USKC675920

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING CONDITIONS PHOTOS LOG

AutoCAD SHX Text

RM

AutoCAD SHX Text

SL

AutoCAD SHX Text

KS

AutoCAD SHX Text C1.1

AutoCAD SHX Text

PHOTO 01: EXISTING DRAIN INLET 1

AutoCAD SHX Text

PHOTO 02: EXISTING STONE HEADWALL 1

AutoCAD SHX Text

PHOTO 03: EXISTING STONE HEADWALL 2

AutoCAD SHX Text

PHOTO 04: EXISTING DRAIN INLET 2

AutoCAD SHX Text

PHOTO 05: EXISTING STONE HEADWALL 3

AutoCAD SHX Text

PHOTO 06: EXISTING DRAIN INLET 3

AutoCAD SHX Text

PHOTO 07: EXISTING GRAVEL PULL-OFF

AutoCAD SHX Text

PHOTO 08: EXISTING DRAIN INLET 4

AutoCAD SHX Text

PHOTO 09: EXISTING STONE HEADWALL 4

AutoCAD SHX Text

PHOTO 10: EXISTING ASPHALT GUTTER

AutoCAD SHX Text

PHOTO 11: EXISTING STONE INLET 5

AutoCAD SHX Text

PHOTO 12: EXISTING OUTFALL 5

AutoCAD SHX Text

PHOTO 16: EXISTING MONUMENTS AND STONE WALL

AutoCAD SHX Text

PHOTO 17: EXISTING CANNONS

AutoCAD SHX Text

PHOTO 15: EXISTING GATE

AutoCAD SHX Text

PHOTO 18: INTERSECTION VIEW

AutoCAD SHX Text

PHOTO 19: EXISTING CONCRETE HEADWALL

AutoCAD SHX Text

PHOTO 13: EXISTING INLET 6

AutoCAD SHX Text

PHOTO 14: EXISTING OUTFALL 6

AutoCAD SHX Text NOTE: 1. GATE HAS BEEN REMOVED BY PARK. NOT IN CONTRACT: GATE HAS BEEN REMOVED BY PARK. NOT IN CONTRACT: FOUNDATION REMOVAL AND NEW GATE.

USKC675920

Stamp

USKC675920

CB

X

X

X

3' Paved Gutter

" V

CP

" V

CP

CB

" R

CP

D

D

D

D

DDDD

D

D

D

D

D

D

D

D

D

" V

CP

" V

C P

CB

" V

CP

CB

Wright Ave.

S.

C on fe de ra te A ve

Wright Ave.

XXX

D

CB

3' Paved Gutter

DD

" V

CP

D

D

D

D

D

D

D

" V

CP

CB

DD

D

D 12 " V

C P

CB 12

" V

CP

CB

D

D

D

D

D

D

" V

CP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S. CONFEDERATE AVENUE

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

LOM

AutoCAD SHX Text

MILL, 1.5" (TYP.)

AutoCAD SHX Text EXISTING ASPHALT GUTTER TO REMAIN. CLEAN ASPHALT GUTTER SURFACE PRIOR TO PAVEMENT OVERLAY WORK.

AutoCAD SHX Text

SAW CUT BETWEEN ASPHALT DRAINAGE GUTTER AND ROAD TO BE MILLED

AutoCAD SHX Text

PROTECT EXISTING STONE WALLS

AutoCAD SHX Text

CONTRACTOR TO REMOVE EXISTING GRAVEL PULL OFF

AutoCAD SHX Text

SEE PART PLAN A

AutoCAD SHX Text

SEE PART PLAN B

AutoCAD SHX Text

SEE PART PLAN C

AutoCAD SHX Text

SEE PART PLAN D

AutoCAD SHX Text

SEE PART PLAN E

AutoCAD SHX Text

REMOVE CONCRETE WHEEL STOPS

AutoCAD SHX Text

START OF EXISTING GUTTER

AutoCAD SHX Text

END OF EXISTING GUTTER

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

REMOVE EXISTING GRAVEL

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

TANEYTOWN ROAD (ROUTE 134)

AutoCAD SHX Text

PRIVATE DRIVE

AutoCAD SHX Text

LOM

AutoCAD SHX Text

LOM

AutoCAD SHX Text

PROTECT EXISTING SIGN AND STONE FEATURE

AutoCAD SHX Text

PROTECT CANNONS TO REMAIN

AutoCAD SHX Text

PROTECT EXISTING MONUMENT

AutoCAD SHX Text

PROTECT EXISTING SIGN

AutoCAD SHX Text

PROTECT EXISTING CONCRETE HEADWALLS TO REMAIN

AutoCAD SHX Text

PROTECT EXISTING PARK SIGN

AutoCAD SHX Text

PROTECT EXISTING SIGNS

AutoCAD SHX Text

PROTECT EXISTING SIGN

AutoCAD SHX Text

LOM TO END AT ROW OF TANEYTOWN ROAD

AutoCAD SHX Text

LIMIT OF MILL TO EXTEND 10 FEET INTO PRIVATE DRIVE

AutoCAD SHX Text

LEGEND - EXISTING

AutoCAD SHX Text

EX MAJOR CONTOUR

AutoCAD SHX Text

EX MINOR CONTOUR

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

EX WALL

AutoCAD SHX Text

LEGEND - DEMOLITION

AutoCAD SHX Text

ASPHALT DRAINAGE GUTTER CLEAN & OVERLAY

AutoCAD SHX Text

MILL

AutoCAD SHX Text

FULL DEPTH PAVEMENT REMOVAL

AutoCAD SHX Text

PIPE AND/OR FEATURE REMOVAL

AutoCAD SHX Text

LOM - LIMITS OF MILLING

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

EX TREES

AutoCAD SHX Text

EX VEGETATION LINE

AutoCAD SHX Text

EX BOULDERS

AutoCAD SHX Text

EX MONUMENTS

AutoCAD SHX Text

EX SIGN

AutoCAD SHX Text

EX BREASTWORKS

AutoCAD SHX Text

EX CANNON

AutoCAD SHX Text

EX STORM PIPE

AutoCAD SHX Text

EX INLET

AutoCAD SHX Text

EX HEADWALL

AutoCAD SHX Text

GRAVEL REMOVAL

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

REMOVE EXISTING DRAIN INLET 1

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

DECONSTRUCT STONE HEADWALL 1

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

REMOVE CONCRETE WHEEL STOPS

AutoCAD SHX Text

REMOVE EXISTING GRAVEL

AutoCAD SHX Text

REMOVE EXISTING DRAIN INLET 2

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

DECONSTRUCT STONE HEADWALL 2

AutoCAD SHX Text

REMOVE EXISTING DRAINAGE GUTTER TO ACCESS INLET AND REINSTALL

AutoCAD SHX Text

REMOVE EXISTING DRAIN INLET 3

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

DECONSTRUCT STONE HEADWALL 3

AutoCAD SHX Text

REMOVE EXISTING DRAINAGE GUTTER TO ACCESS INLET AND REINSTALL

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

REMOVE EXISTING DRAIN INLET 4

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

DECONSTRUCT STONE HEADWALL 4

AutoCAD SHX Text

REMOVE EXISTING DRAINAGE GUTTER TO ACCESS INLET AND REINSTALL

AutoCAD SHX Text

REMOVE EXISTING PIPE

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

DECONSTRUCT EXISTING STONE INLET 6

AutoCAD SHX Text

CAREFULLY REMOVE STONE WALL FOR PIPE REPLACEMENT

AutoCAD SHX Text

REMOVE EXISTING DRAINAGE GUTTER TO ACCESS INLET AND REINSTALL

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

AutoCAD SHX Text

DEMOLITION PLAN

AutoCAD SHX Text

RM

AutoCAD SHX Text

SL

AutoCAD SHX Text

KS

AutoCAD SHX Text C2.0

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

PART PLAN A SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN B SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN C SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN D SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN E SCALE: 1"=20'

AutoCAD SHX Text NOTES: 1. LIMIT OF MILLING IS FROM STA 0+38 TO STA 29+50 LIMIT OF MILLING IS FROM STA 0+38 TO STA 29+50 2. STONE HEADWALLS 1,2,3,4, AND STONE INLET 6 STONE STONE HEADWALLS 1,2,3,4, AND STONE INLET 6 STONE MATERIAL SHALL BE SALVAGED FOR REUSE FOR RECONSTRUCTION OF STRUCTURE

USKC675920

Stamp

USKC675920

XXX

D

CB

X

X

X

X

X

3' Paved Gutter

" V

CP

" V

CP

CB

" R

CP

D

D

D

D

DDDD

D

D

D

D

D

D

D

D

D

" V

CP

" V

C P

CB

" V

CP

CB

Wright Ave.

S.

C on fe de ra te A ve

Wright Ave.

0.

2.

1.

CB

DD

" V

CP

D

DD

D

D 12 " V

C P

CB

D

" V

CP

D

D

D

D

D " V

CP

CB

" V

CP

CB

D

D

D

D

D

D

" R

CP

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

TANEYTOWN ROAD (ROUTE 134)

AutoCAD SHX Text

PRIVATE DRIVE

AutoCAD SHX Text

TRANSITION MILL (WHERE MILLING MEETS EXISTING PAVEMENT)

AutoCAD SHX Text

TRANSITION MILL (WHERE MILLING MEETS EXISTING PAVEMENT AT R.O.W.) AT STA 29+50

AutoCAD SHX Text

APPROXIMATE PENNDOT LEGAL RIGHT OF WAY

AutoCAD SHX Text

APPROXIMATE STATE ROUTE CENTERLINE

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

LEGEND - PROPOSED

AutoCAD SHX Text

LEGEND - EXISTING

AutoCAD SHX Text

EX MAJOR CONTOUR

AutoCAD SHX Text

EX MINOR CONTOUR

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

EX WALL

AutoCAD SHX Text

RIP RAP APRON

AutoCAD SHX Text

INLET

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

DRAINAGE PIPE

AutoCAD SHX Text

PAVEMENT OVERLAY

AutoCAD SHX Text

ASPHALT DRAINAGE GUTTER

AutoCAD SHX Text

RECONSTRUCTED GRAVEL PULL OFF

AutoCAD SHX Text

ROADWAY ASPHALT

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

EX TREES

AutoCAD SHX Text

EX VEGETATION LINE

AutoCAD SHX Text

EX BOULDERS

AutoCAD SHX Text

EX MONUMENTS

AutoCAD SHX Text

EX SIGN

AutoCAD SHX Text

EX BREASTWORKS

AutoCAD SHX Text

EX CANNON

AutoCAD SHX Text

EX STORM PIPE

AutoCAD SHX Text

EX INLET

AutoCAD SHX Text

EX HEADWALL

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

AGGREGATE TOPSOIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S. CONFEDERATE AVENUE

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

1.5" OVERLAY ON ASPHALT GUTTER

AutoCAD SHX Text

PULL OFF AREA GRAVEL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

32 LF 15" CLASS V RCP @ 0.50%

AutoCAD SHX Text

TRANSITION MILL (WHERE MILLING MEETS EXISTING PAVEMENT)

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

START OF EXISTING GUTTER

AutoCAD SHX Text

END OF EXISTING GUTTER

AutoCAD SHX Text

PART PLAN A

AutoCAD SHX Text

PART PLAN B

AutoCAD SHX Text

PART PLAN C

AutoCAD SHX Text

PART PLAN D

AutoCAD SHX Text

PART PLAN E

AutoCAD SHX Text

PART PLAN F

AutoCAD SHX Text

EXISTING STONE HEADWALL RECONSTRUCTION 1 INV. 579.32

AutoCAD SHX Text

M TYPE INLET, PRE-CAST 1 GR. 581.48 INV OUT: 579.48

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

EXISTING STONE HEADWALL RECONSTRUCTION 3

AutoCAD SHX Text

15" CLASS V RCP

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

M TYPE INLET, PRE-CAST 3

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

TRASH RACK FOR STONE INLET

AutoCAD SHX Text

15" CLASS V RCP

AutoCAD SHX Text

MASONRY HEADWALL 5

AutoCAD SHX Text

HISTORIC STONE WALL RECONSTRUCTION AND REPAIR

AutoCAD SHX Text

EXISTING STONE INLET RECONSTRUCTION 6

AutoCAD SHX Text

AutoCAD SHX Text C5.2

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

AutoCAD SHX Text C5.2

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

15" CLASS V RCP

AutoCAD SHX Text

EXISTING STONE HEADWALL RECONSTRUCTION 2

AutoCAD SHX Text

M TYPE INLET, PRE-CAST 2

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

M TYPE INLET, PRE-CAST 4

AutoCAD SHX Text

EXISTING STONE HEADWALL RECONSTRUCTION 4

AutoCAD SHX Text

15" CLASS V RCP

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

TRASH RACK FOR STONE INLET

AutoCAD SHX Text

EXISTING 24" RCP PIPE TO BE CLEANED

AutoCAD SHX Text

EXISTING PIPE, HEADWALL, BREASTWORKS, AND INLET TO ALL REMAIN

AutoCAD SHX Text

AutoCAD SHX Text C5.3

AutoCAD SHX Text

SHADED WOODLOT NATIVE GRASS AND FORB SEED MIX

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

AutoCAD SHX Text

CONSTRUCTION AND PAVING PLAN

AutoCAD SHX Text

KMS

AutoCAD SHX Text

SJ

AutoCAD SHX Text

JCS

AutoCAD SHX Text C3.0

AutoCAD SHX Text

PART PLAN A SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN B

AutoCAD SHX Text

PART PLAN D

AutoCAD SHX Text

PART PLAN F

AutoCAD SHX Text

PART PLAN E

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

PART PLAN C

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

SCALE: 1"=20'

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

USKC675920

Stamp

USKC675920

CB

X

X

X

X

3' Paved Gutter

" V

CP

" V

CP

CB

" R

CP

D

D

D

D

DDD

D

D

D

D

D

D

D

D

D

D

" V

CP

" V

C P

CB

" V

CP

CB

Wright Ave.

S.

C on fe de ra te A ve

Wright Ave.

XXX

D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

S. CONFEDERATE AVENUE

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

TEMPORARY STAGING AREA

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 34 LF

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 53 LF

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 32 LF

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 1220 LF

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 36 LF

AutoCAD SHX Text

RIPRAP APRON AT PIPE OUTLET WITH ENDWALL

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 130 LF

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

CFS

AutoCAD SHX Text

FILTER BAG INLET PROTECTION-TYPE M INLET (TYP.)

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CFS

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 31 LF

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

COMPOST FILTER SOCK (TYP.) 31 LF

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

AutoCAD SHX Text C6.2

AutoCAD SHX Text

CFS 45.4 LF

AutoCAD SHX Text

CFS 134.4 LF

AutoCAD SHX Text

CFS 307.1 LF

AutoCAD SHX Text

CFS 480.2 LF

AutoCAD SHX Text

CFS 567.3 LF

AutoCAD SHX Text

CFS 828.1 LF

AutoCAD SHX Text

CFS 1176.4 LF

AutoCAD SHX Text

WRIGHT AVENUE

AutoCAD SHX Text

TANEYTOWN ROAD (ROUTE 134)

AutoCAD SHX Text

PRIVATE DRIVE

AutoCAD SHX Text

APPROXIMATE PENNDOT LEGAL RIGHT OF WAY

AutoCAD SHX Text

APPROXIMATE STATE ROUTE CENTERLINE

AutoCAD SHX Text

LEGEND - EXISTING

AutoCAD SHX Text

EX MAJOR CONTOUR

AutoCAD SHX Text

EX MINOR CONTOUR

AutoCAD SHX Text

EX FENCE

AutoCAD SHX Text

EX WALL

AutoCAD SHX Text

LEGEND - PROPOSED

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text

LIMIT OF DISTURBANCE

AutoCAD SHX Text

INLET PROTECTION

AutoCAD SHX Text

RIP RAP APRON

AutoCAD SHX Text

INLET

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

DRAINAGE PIPE

AutoCAD SHX Text

PAVEMENT MILL AND OVERLAY

AutoCAD SHX Text

ASPHALT DRAINAGE GUTTER

AutoCAD SHX Text

RECONSTRUCTED GRAVEL PULL OFF

AutoCAD SHX Text

ROADWAY ASPHALT

AutoCAD SHX Text

EX TREES

AutoCAD SHX Text

EX VEGETATION LINE

AutoCAD SHX Text

EX BOULDERS

AutoCAD SHX Text

EX MONUMENTS

AutoCAD SHX Text

EX SIGN

AutoCAD SHX Text

EX BREASTWORKS

AutoCAD SHX Text

EX CANNON

AutoCAD SHX Text

EX STORM PIPE

AutoCAD SHX Text

EX INLET

AutoCAD SHX Text

EX HEADWALL

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

AutoCAD SHX Text

SOIL EROSION AND SEDIMENT CONTROL PLAN

AutoCAD SHX Text

KMS

AutoCAD SHX Text

SJ

AutoCAD SHX Text

JCS

AutoCAD SHX Text C4.0

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

AutoCAD SHX Text

MATCH LINE (STA. 19+50)

USKC675920

Stamp

USKC675920

TOP OF PROP PAVEMENT SURFACE

AutoCAD SHX Text

TOP OF EXIST PAVEMENT SURFACE

AutoCAD SHX Text

MILLED SURFACE

AutoCAD SHX Text

SAWCUT IS REQUIRED TO TIE TO EXISTING ROADWAY

AutoCAD SHX Text

EXISTING ROADWAY SURFACE

AutoCAD SHX Text

MIN MILL EQUAL TO SPECIFIED OVERLAY PER PLAN SHEET NOTES

AutoCAD SHX Text

TACK COAT (TYP.)

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

AutoCAD SHX Text

SPECIFIED OVERLAY PER PLAN SHEET NOTES

AutoCAD SHX Text

APPROVED BACKFILL COMPACTED IN 1 FT. LIFTS

AutoCAD SHX Text NOTES: : 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND 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 THE 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 FOR PIPE REFER TO SPECIFICATION 33 41 00 STORM UTILITY DRAINAGE PIPING FOR PIPE TRENCH IN ROCK.

AutoCAD SHX Text

6" MINIMUM

AutoCAD SHX Text

PAVED AREAS

AutoCAD SHX Text

NON PAVED AREAS

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

1'-0" MIN. ABOVE TOP OF PIPE

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

PIPE I.D.

AutoCAD SHX Text

3/4" CLEAN STONE

AutoCAD SHX Text

EXISTING HISTORIC TELFORD BASE

AutoCAD SHX Text

SAWCUT

AutoCAD SHX Text

DENSE GRADED AGGREGATE

AutoCAD SHX Text

EXISTING PAVEMENT TO REMAIN

AutoCAD SHX Text

ASPHALT BASE COURSE

AutoCAD SHX Text

ASPHALT TOP COURSE

AutoCAD SHX Text

1.5" ASPHALT SURFACE COURSE

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

RETAIN AND CLEAN EXISTING ASPHALT GUTTER

AutoCAD SHX Text

EXISTING GROUND (TYP.)

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

AutoCAD SHX Text

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

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PIPE TRENCH

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TRANSITION MILL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SHOULDER RESTORATION

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPICAL SECTION: WRIGHT AVENUE

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

AutoCAD SHX Text

1.5" MILL 1.5" THICK OVERLAY/TOP COURSE

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

EXISTING ASPHALT TO REMAIN

AutoCAD SHX Text

EXISTING HISTORIC TELFORD BASE

AutoCAD SHX Text GENERAL CONSTRUCTION NOTES: 1. ENTIRE ROAD TO BE MILLED 1.5", AND RECEIVE 1.5" TOP ENTIRE ROAD TO BE MILLED 1.5", AND RECEIVE 1.5" TOP COURSE. 2. IF HISTORIC TELFORD BASE IS ENCOUNTERED DURING 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 WORK TO CONTINUE. 3. PLACE TOPSOIL/BACKFILL AND SEED ALONG SHOULDERS 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.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PAVEMENT MILL AND OVERLAY

AutoCAD SHX Text

SEALANT/TACK COAT

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

AutoCAD SHX Text

34" CLEAN STONE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PULL OFF AREA GRAVEL

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

AutoCAD SHX Text C5.0

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text

2" TOPSOIL SURFACE-SEEDED ROLLED WITH FINAL GRADE " 12" BELOW TOP PAVEMENT

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text

KMS

AutoCAD SHX Text

SJ

AutoCAD SHX Text

JCS

AutoCAD SHX Text C5.0

USKC675920

Stamp

USKC675920

PLAN VIEW

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

DETAIL 1

AutoCAD SHX Text 12"

AutoCAD SHX Text

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

AutoCAD SHX Text B

AutoCAD SHX Text 48 1/4"

AutoCAD SHX Text 24"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 24"

AutoCAD SHX Text

#13 (#4) BARS (TYP)

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

SEE DETAIL 1 (TYP.)

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

#3 @ 9" (TYP.)

AutoCAD SHX Text 57 1/4"

AutoCAD SHX Text

#4 BARS

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"

AutoCAD SHX Text 3"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

1 SPA. @ 16" (CENTERED)

AutoCAD SHX Text

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.)

AutoCAD SHX Text

16" MIN. LAP LENGTH (TYP)

AutoCAD SHX Text

TOP OF GRATE

AutoCAD SHX Text

TOP OF GRATE

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

AutoCAD SHX Text

SEE DETAIL 1 (TYP.)

AutoCAD SHX Text

3" MAX.

AutoCAD SHX Text

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

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

REINFORCEMENT TO BE 0.12 SQ. IN/FT EACH WAY

AutoCAD SHX Text

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

AutoCAD SHX Text

6" THICK DENSE GRADED AGGREGATE

AutoCAD SHX Text

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

AutoCAD SHX Text

TYPE 'M' CONCRETE TOP UNIT SUMPED 2"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

TYPE 'M' CONCRETE INLET BOX

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

INLET DETAIL

AutoCAD SHX Text

SEAL WITH PG 64-22

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

M TYPE INLET, PRE-CAST

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

BICYCLE SAFE GRATE, FOR M TYPE INLET

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPE M INLET - CONCRETE TOP UNITS

AutoCAD SHX Text

AutoCAD SHX Text C5.1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPE M INLET IN DRAINAGE GUTTER

AutoCAD SHX Text

PIPE

AutoCAD SHX Text A-A

AutoCAD SHX Text

FLOW DIRECTION

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

GETTYSBURG NATIONAL MILITARY PARK

AutoCAD SHX Text

PAVEMENT MANAGEMENT - REPAVE WRIGHT AVENUE (FHWA RT.019)

AutoCAD SHX Text

AutoCAD SHX Text 175219

AutoCAD SHX Text 318024

AutoCAD SHX Text

AutoCAD SHX Text 09/29/2021

AutoCAD SHX Text

AFFIX SEAL:

AutoCAD SHX Text

ON:

AutoCAD SHX Text

AutoCAD SHX Text

CONSTRUCTION DETAILS

AutoCAD SHX Text

KMS

AutoCAD SHX Text

SJ

AutoCAD SHX Text

JCS

AutoCAD SHX Text C5.1

USKC675920

Stamp

USKC675920

AutoCAD SHX Text C5.2

AutoCAD SHX Text

NTS

AutoCAD SHX Text

HISTORIC STONE WALL RECONSTRUCTION AND REPAIR

AutoCAD SHX Text NOTES: 1. EXISTING STONE ARE TO BE DISMANTLED AND EXISTING STONE ARE TO BE DISMANTLED AND STOCKPILED IN AN ORGANIZED SYSTEM FOR CLARITY IN RESTORATION OF THE HISTORIC WALLS USING THE SAME STONES IN THE SAME LOCATION TO THE HIGHEST DEGREE POSSIBLE. 2. SMALL AMOUNTS OF A LIMESTONE (SOFT) SMALL AMOUNTS OF A LIMESTONE (SOFT) MORTAR SHALL BE USED TO STABILIZE THE STONE RECONSTRUCTION (AND DETER THEFT OF STONE) THE MORTAR SHALL BE HELD BACK AND NO READILY VISIBLE. SAMPLES REQUIRED FOR REVIEW AND APPROVAL. 3. HISTORIC WALLS TO BE RECONSTRUCTED IN HISTORIC WALLS TO BE RECONSTRUCTED IN THEIR ORIGINAL FOOTPRINT TO THE HEIGHT AND WIDTH TO MATCH EXISTING, AND AS DIRECTED BY THE CO.

AutoCAD SHX Text

3/4" CLEAN STONE

AutoCAD SHX Text SEE DETAIL 1 ON SHEET C5.0 FOR MORE INFORMATION ON PIPE TRENCH, BEDDING AND INSTALLATION

AutoCAD SHX Text

3:1 SLOPE MAX

AutoCAD SHX Text

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.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WING WALL SECTION

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

HEADWALL FRONT ELEVATION

AutoCAD SHX Text

HEADWALL SIDE ELEVATION

AutoCAD SHX Text

D (IN)

AutoCAD SHX Text

A (IN)

AutoCAD SHX Text

H (IN)

AutoCAD SHX Text

SINGLE PIPE

AutoCAD SHX Text

WING WALLS

AutoCAD SHX Text

L (FT)

AutoCAD SHX Text

RE: PLANS

AutoCAD SHX Text

12 OR LESS

AutoCAD SHX Text

AutoCAD SHX Text

30" MAX.

AutoCAD SHX Text 2.0

AutoCAD SHX Text

RE: PLANS

AutoCAD SHX Text

12" TO 24"

AutoCAD SHX Text

AutoCAD SHX Text

30" MAX.

AutoCAD SHX Text 2.5

AutoCAD SHX Text

RE: PLANS

AutoCAD SHX Text

MASONRY HEADWALL DIMENSIONS

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD…