B08_Attachment_1_-_Final_Drawings_Stamped.pdf

OF

A/E FIRM

AECOM

ARLINGTON, VA

SHEET

DRAWING NO.

PKG.

NO.

TITLE OF DRAWING

MARKSHEET REVISION DATE INITIAL

PERMITTING SET

NAME OF PARK

REGION

MID-ATLANTIC

COUNTY

D.C.

STATE

D.C.

FOLGER PARK

COVER SHEET

UNITED STATES DEPARTMENT

OF THE INTERIOR

NATIONAL PARK SERVICE

NATIONAL CAPITAL REGION

PROJ. NO. PMIS 245149

CONTRACT NO. 140P3020D0011

LOCATION OF PARK

2ND ST S.E. & 3RD ST S.E., D.C.

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development

OR

Variance from Design Development Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development

Project Manager Date

PRIME/

LANDSCAPE:

179636

G-001 G-002 G-003 G-004 G-005

CIV-001

CIV-002

CIV-003

CIV-004

CIV-005

CIV-006

CIV-007

L-001 L-002 L-003 L-004 L-005 L-006 L-007 L-008

Project Location

U.S. Department of the Interior National Park Service

Washington, D.C.

INDEX OF DRAWINGS

VICINITY MAP

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COVER SHEET

GENERAL NOTES

EXISTING CONDITIONS SURVEY

EXISTING CONDITIONS RECORD DRAWINGS

EXISTING CONDITIONS RECORD DRAWINGS

DEMOLITION PLAN/TREE PRESERVATION PLAN

TREE PRESERVATION DETAILS

EROSION & SEDIMENT CONTROL NOTES

EROSION & SEDIMENT CONTROL PLAN 1

EROSION & SEDIMENT CONTROL PLAN 2

EROSION & SEDIMENT CONTROL DETAILS

CONSTRUCTION PLAN

OVERALL MATERIALS AND LAYOUT PLAN

MATERIALS AND LAYOUT ENLARGEMENT PLAN - NW

MATERIALS AND LAYOUT ENLARGEMENT PLAN - NE

MATERIALS AND LAYOUT ENLARGEMENT PLAN - SE

MATERIALS AND LAYOUT ENLARGEMENT PLAN - SW

SITE PAVING DETAILS

SITE FURNISHING DETAILS

PLANTING SCHEDULE DETAILS

SHEET TITLE

SUB

SHEETSHEET

PENNSYLVANIA AVENUE SE

Project Location

D STREET SE

R

D S

T R

E E

T S

E

N

D S

T R

E E

T S

E

NORTH C

AROLIN

A A

VENUE S

E

E STREET SE

0 200' 400' 600' 800' 1000' 0 20' 40' 60' 80' 100'

SCALE IN FEET SCALE IN FEET

SCALE IN METERS SCALE IN METERS

10 2550 150 250

Folger Park Sidewalk Rehabilitation

D STREET SE

D STREET SE

R

D S

T R

E E

T S

E

N

D S

T R

E E

T S

E

D STREET SE

C STREET SE

Permitting Set

23-s20562

03-09-2023 11:02 AM

The following stamps were applied via the Surface and Groundwater System. Each stamp was signed electronically at the indicated time.

BCIV2300054

HPRB Review - Andrew Lewis - 03-10-2023DOEE

SE-SW Review - Saba Gharavi - 03-10-2023

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

GENERAL NOTES

G-002

PROJECT NARRATIVE:

LOCATED IN THE SOUTHEAST QUADRANT OF WASHINGTON, D.C., FOLGER PARK IS ONE OF THE LARGEST PARKS IN THE CAPITOL HILL AREA. THE LAND THAT BECAME FOLGER PARK WAS ACQUIRED IN 1791 BY THE FEDERAL GOVERNMENT FROM DANIEL CARROLL OF DUDDINGTON TO BE USED AS STREET RIGHTS-OF-WAY. SURVEYOR ANDREW ELLICOTT MODIFIED PIERRE L'ENFANT'S 1791 "HISTORIC PLAN OF WASHINGTON, DISTRICT OF COLUMBIA" AND RESERVED IT AS OPEN SPACE. IN 1885, THE PARK WAS MEMORIALIZED AND NAMED AFTER CHARLES J. FOLGER, SECRETARY OF THE TREASURY DURING THE ADMINISTRATION OF CHESTER A. ARTHUR. MOST OF THE PARK'S SMALL-SCALE FEATURES DATE BACK TO THE 1936 REDESIGN, THOUGH THE ADDITION OF LIGHTS AND TRASH RECEPTACLES ARE A MORE RECENT ADDITION. FOLGER PARK IS PART OF L'ENFANT'S ORIGINAL DESIGN AND AS SUCH IS LISTED ON THE LIST OF CLASSIFIED STRUCTURES (010006) AND IS ENTERED ON THE NATIONAL REGISTER. THE EXISTING SIDEWALKS AND FLAGSTONE PLAZA ARE DETERIORATED AND IN DIRE NEED OF REPLACEMENT. USE OF THIS

SITE HAS BECOME A SAFETY CONCERN FOR NPS AND THE VISITING PUBLIC.

THE PURPOSE OF THIS PROJECT IS TO REPLACE/REPAIR THE FOLGER PARK PATHWAYS AND PLAZA TO MEET CURRENT

ACCESSIBILITY, ENVIRONMENTAL COMPLIANCE, AND HISTORIC PRESERVATION REQUIREMENTS.

THE PROJECT SCOPE INCLUDES THE REMOVAL OF THE EXISTING FLAGSTONE PLAZA PAVING AND STONE CURBING ALONG WITH THE EXISTING ASPHALT PATHWAYS TO THE EXISTING BASE TO NOT TRIGGER DOEE STORMWATER REQUIREMENTS OF THE HISTORIC PARK. BASE COURSE REPAIRS MAY BE REQUIRED IN AREAS WHERE UTILITY TRENCHING HAS OCCURRED IN THE PAST. INSTALLATION OF NEW PLAZA STONEWORK AND ASPHALT WALKS, AND THE RESETTING/SUPPLEMENTING OF SITE FURNISHING FEATURES SUCH AS BENCHES AND TRASH RECEPTACLES ARE PART OF THE RESTORATION EFFORTS. ALL WORK IS TO BE WITHIN THE EXISTING PAVEMENT FOOTPRINT, AND THE REHABILITATION WILL RESTORE THE CHARACTER-DEFINING ELEMENTS OF THE WALKWAYS AND STONE PLAZA.

LIGHTING GENERAL NOTES:

1. UPGRADES OR REPAIRS TO EXISTING PARK LIGHTING IS NOT PART OF THE PROJECT'S SCOPE. EFFORT SHALL BE MADE TO PROTECT EXISTING FIXTURES AND ELECTRICAL CONDUITS IN-PLACE THROUGHOUT CONSTRUCTION.

GENERAL NOTES:

1. PRIOR TO THE START OF ALL CONSTRUCTION ACTIVITIES, INSTALL TREE PROTECTION TO PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALL ABIDE BY DC DEPARTMENT OF TRANSPORTATION (DDOT) URBAN FORESTRY ADMINISTRATION (UFA) GUIDELINES AND REGULATIONS FOR TREE PRESERVATION, AND PROTECTION WITHIN CRITICAL ROOT ZONES (CRZ) AND STRUCTURAL ROOT ZONES (SRZ). EXISTING VEGETATION BEYOND THE LIMIT OF WORK LINE IS TO REMAIN AND MAY NOT BE REMOVED, DAMAGED, OR DISTURBED. REPLACE IN-KIND EXISTING MATERIALS OR VEGETATION THAT ARE DAMAGED DURING CONSTRUCTION THAT WERE INDICATED TO REMAIN OR LOGICALLY

EXPECTED TO REMAIN IN PLACE. ALL EXISTING TREES ARE TO REMAIN.

2. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE LOCAL AND FEDERAL CODES AND ORDINANCES, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA / ABAAS) ACCESSIBILITY GUIDELINES.

CONTRACTION SHALL NOTIFY OWNER OF ANY VIOLATION OF LOCAL OR FEDERAL CODES AND ORDINANCES.

3. ALL PROPERTY, EASEMENT, AND LIMIT OF WORK LINES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCING

WORK.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.

5. NOT ALL SITE WORK IS SHOWN ON THESE "C" CIVIL DRAWINGS. REVIEW ALL DRAWINGS THAT ILLUSTRATE THE SITE FOR OTHER WORK THAT MAY IMPACT THIS WORK BY LOCATION, DEPTH, OR TIMING OF INSTALLATION. COORDINATE WITH TRADES FOR GRADING PRIOR TO INSTALLATION OF PAVEMENT, SURFACING, AND OTHER SITE FEATURES.

6. CONTRACTOR TO NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS AND ANY CONFLICTS ENCOUNTERED IN THE FIELD PRIOR TO PROCEEDING WITH CONSTRUCTION.

CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES, AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY COSTS, CONSTRUCTION DELAYS, OR REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS.

7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK, AND SHALL TAKE RESPONSIBILITY FOR ANY COSTS DUE TO DAMAGE TO UTILITIES.

8. DO NOT SCALE THESE DRAWINGS OR MEASURE FROM THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.

CONTRACTOR TO NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY OF DISCREPANCIES.

9. DIMENSIONS ARE FROM FACE OF CURB, FACE OF WALL, OUTSIDE EDGE OF PAVEMENTS, HARDSCAPE CENTERLINES, AND/OR CENTERLINE OF PAVEMENTS UNLESS OTHERWISE NOTED OR SPECIFIED.

10. ALL CURVES TO BE TRUE TANGENT RADII WITHOUT STRAIGHT SEGMENTS, SMOOTH, CONTINUOUS, AND

TANGENTIAL, WITH NO ABRUPT CHANGES IN DIRECTION OR CUSPS.

11. ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.

12. MINOR CHANGES IN LAYOUT MAY BE REQUIRED TO ACCOMMODATE DESIGN INTENT OR FIELD CONDITIONS.

CHANGES TO BE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. NO

ADDITIONAL PAYMENT WILL BE MADE TO THE CONTRACTOR FOR THIS WORK.

13. QUANTITIES REFERENCED IN DRAWINGS ARE SHOWN AS A COURTESY ONLY. QUANTITIES SHOWN GRAPHICALLY IN

THE DRAWINGS SHALL TAKE PRECEDENCE OVER QUANTITIES LISTED IN TABLES.

14. ALL PAVEMENTS, SURFACING, AND SITE FURNISHINGS SHALL BE COMPLETELY LAID OUT AND STAKED WITH VISIBLE MARKERS. THE STAKES SHALL BE APPROVED IN THE FIELD BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE 48 HOURS

PRIOR TO SITE VISIT.

16. NO PLANTS, EXCEPT GROUNDCOVERS AND PERENNIALS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING

STRUCTURES AND SIDEWALKS.

17. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO THE

GROUND SURFACE WILL BE ESTABLISHED. LOCATE THE PLANT IN THE CENTER OF THE PIT.

18. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, SHARP TOOLS.

PRUNE DEAD, DISEASED OR DAMAGED TISSUE FROM ALL PLANTS. MAIN LEADER OF TREES SHALL NOT BE CUT BACK.

CARE SHALL BE TAKEN TO PRESERVE EXISTING TREES AND ROOT SYSTEMS. EXISTING TREES INCURRING ROOT

DAMAGE DUE TO CONSTRUCTION SHALL BE PRUNED WITH CLEAN, SHARP TOOLS.

19. MULCH SHALL BE SHREDDED HARDWOOD BARK MULCH (NATURAL COLOR)

20. NEW PLANTING AREAS AND TURF SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED

PLANTS AND LAWN.

21. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH THE SPECIFICATIONS. PLANTS SHALL NOT BE

INSTALLED IN TOP SOIL THAT IS IN A MUDDY OR FROZEN CONDITION.

22. ALL PLANTS SHOWN ON THE APPROVED LANDSCAPE PLAN SHALL BE INSPECTED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL TAKE INTO

ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD.

23. FINAL LOCATION FOR PLANT MATERIAL AND PLANTING BEDS SHALL BE SUBJECT TO THE CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL. CONTRACTOR SHALL OBTAIN THE CONTRACTING OFFICER'S REPRESENTATIVE'S APPROVAL FOR LOCATIONS PRIOR TO DIGGING OR INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE 72 HOURS PRIOR TO DELIVERY AND INSTALLATION OF LANDSCAPE PLANTS

FOR THE INSPECTION OF PLANT MATERIAL AND VIEWING THE INSTALLATION ON-SITE.

24. ALL DISTURBED AREAS (AND OTHER AREAS ON SITE WHERE GRASS IS NOT ESTABLISHED) SHALL BE TREATED WITH 4" TOP SOIL AND SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION

AND SEDIMENT CONTROL SHEET.

15. CONTRACTOR SHALL PROVIDE A MOCK-UP OF EACH RIGID PAVING TYPE PER THE SPECIFICATIONS. WHOLE SEGMENT MOCK-UPS CAN BE USED AS A PART OF FINAL WORK UPON APPROVAL IF PROTECTED THROUGHOUT

CONSTRUCTION.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION, REPAIR, AND REPLACEMENT IN-KIND OF EXISTING MATERIALS, UTILITIES, OR STRUCTURES THAT ARE DAMAGED DURING CONSTRUCTION THAT WERE INDICATED TO

REMAIN OR LOGICALLY EXPECTED TO REMAIN IN PLACE.

17. CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED BY THE CONTRACTOR'S OPERATIONS. THE CONSTRUCTION SITE SHALL BE MAINTAINED AT ALL TIMES SO THAT NO OBSTRUCTION, CONSTRUCTION EQUIPMENT OR CONSTRUCTION PROCESS CAUSES POTENTIAL HARM OR DANGER TO

PUBLIC OR CONSTRUCTION SITE.

PLANTING GENERAL NOTES:

1. THERE ARE EXISTING MATURE TREES WITHIN AND ADJACENT TO THE LIMIT OF WORK, AND SHALL BE PRESERVED IN PLACE. SEE DEMOLITION AND TREE PRESERVATION PLAN AND TREE PRESERVATION SPECIFICATIONS.

2. PLANT MATERIAL SHALL BE FURNISHED AND INSTALLED AS INDICATED, INCLUDING ALL LABOR, MATERIALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE

APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES PRIOR TO PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE RESULTING FROM FAILURE TO PROPERLY LOCATE AND PROTECT UTILITIES DURING PLANTING ACTIVITIES.

5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IN WRITING OF ANY SOIL OR

DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO GROWTH OF PLANT MATERIAL.

6. CONTRACTOR SHALL LEAVE NO HOLES OPEN OVERNIGHT. IF PLANTS CANNOT BE PLANTED IN HOLES DUG, THE HOLES

SHALL BE BACKFILLED OR SUITABLY COVERED.

7. ALL PLANT MATERIAL SHALL MEET OR EXCEED THE STANDARDS OF THE CURRENT EDITION OF ANSI Z60.1 AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN HORTICULTURE INDUSTRY ASSOCIATION. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL THAT DOES NOT MEET ANSI Z60.1, THAT IS DAMAGED, DISEASED, ATYPICAL OF SPECIES FORM, UNDERSIZED, OR A SUBSTITUTION NOT APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. REJECTED PLANTS SHALL BE REPLACED PRIOR TO FINAL ACCEPTANCE.

8. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS, WELL-DEVELOPED DENSELY FOLIATED BRANCHES, AND VIGOROUS ROOT SYSTEMS; AND BE FREE FROM DEFECTS, INJURIES, WEEDS, AND INSECT PESTS. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF ROOTBALL SHALL BE IN ACCORDANCE WITH THE MOST RECENT VERSION OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN

ASSOCIATION OF NURSERYMEN, INC.

9. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDITION.

PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF AT LEAST TWO YEARS FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON.

ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.

10. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES.

PLANTS SHALL BE HANDLED FROM THE BOTTOM OF THE BALL ONLY.

11. PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IF/WHEN PRACTICAL. IN THE EVENT THAT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE-DAY PERIOD AFTER DELIVERY. ANY PLANTS NOT INSTALLED DURING THIS PERIOD SHALL BE REJECTED.

12. PRIOR TO INSTALLING PLANTING SOILS AND PLANT MATERIAL, CONTRACTOR SHALL REMOVE ALL TRASH, DEBRIS AND UNSUITABLE MATERIAL FROM PLANTING AREAS. AFTER INSTALLATION, REMOVE PLANT IDENTIFICATION TAGS AND ANY

MATERIAL THAT MAY GIRDLE STEMS.

13. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK-FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND

SOIL CONDITIONERS AS STATED IN PLANTING SPECIFICATIONS.

14. PEAT MOSS IS NOT ALLOWED AS A SOIL AMENDMENT.

15. MAKE EVERY EFFORT TO PLANT TREES AT SAME ORIENTATION AS GROWN IN PLACE OF ORIGIN, KEEPING THE NORTH

SIDE OF TRUNKS FACING NORTH.

BCIV2300054

LOT 800 SQUARE 763-S

85,503 SQ.FT. REC

D STREET, S.E.

(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

3R D S

TR

EE

T, S

.E

(9 0' W

ID

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- P U

BL

IC

EAST

363.58

.5

S O

U T

H

363.58

WEST

N O

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.5

LEGEND

EXISTING PROPERTY LINE

EXISTING DECIDUOUS TREE

EXISTING EVERGREEN TREE

EXISTING BENCH

EXISTING TRASH RECEPTACLE

EXISTING LIGHT FIXTURE

EXISTING PARKING METER

EXISTING ELECTRIC MANHOLE

EXISTING TELEPHONE MANHOLE

EXISTING GAS VALVE

EXISTING SEWER MANHOLE

EXISTING STORMWATER MANHOLE

EXISTING SIGN

EXISTING TRAFFIC UTILITY POLE

EXISTING BIKE RACK

EXISTING FIRE HYDRANT

EXISTING SANITARY SEWER

EXISTING WATER CONDUIT

EXISTING GAS CONDUIT

EXISTING WATER VALVE

EXISTING COMMUNICATIONS

CONDUIT

EXISTING MANHOLE

EXISTING EDGE OF

CONCRETE

EXISTING CONCRETE

EXISTING ASPHALT

SIDEWALK

EXISTING GRASS SURFACE

EXISTING ELECTRICAL CONDUIT

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION 12/19/2022

179636

EXISTING CONDITIONS

SURVEYG-003 03

LIMIT OF NPS RESPONSIBILITY

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

EXISTING CONDITIONS

RECORD DRAWINGSG-004 04

NO SCALE

NOTE: THESE RECORD DRAWINGS ARE PROVIDED FOR INFORMATION AS TO WHAT IS BELIEVED TO BE

THE EXISTING CONDITIONS OF THE AREA INCLUDED FOR DEMOLITION OF PAVEMENTS. THE NATIONAL

PARK SERVICE DOES NOT ATTEST TO ITS ACCURACY. THE CONTRACTOR SHALL NOT RELY SOLELY ON

THIS INFORMATION FOR REPRESENTATION OF SCOPE. FIELD VERIFY EXISTING CONDITIONS.

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

EXISTING CONDITIONS

RECORD DRAWINGSG-005 05

NO SCALE

NOTE: THESE RECORD DRAWINGS ARE PROVIDED FOR INFORMATION AS TO WHAT IS BELIEVED TO BE

THE EXISTING CONDITIONS OF THE AREA INCLUDED FOR DEMOLITION OF PAVEMENTS. THE NATIONAL

PARK SERVICE DOES NOT ATTEST TO ITS ACCURACY. THE CONTRACTOR SHALL NOT RELY SOLELY ON

THIS INFORMATION FOR REPRESENTATION OF SCOPE. FIELD VERIFY EXISTING CONDITIONS.

BCIV2300054

D STREET, S.E.

(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

3R D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

EAST

363.58

.5

S O

U T

H

363.58

WEST

N O

R T

H

.5

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

LEGEND

DEMOLITION AND TREE

PRESERVATION PLANCIV-001

CRITICAL ROOT ZONE

STRUCTURAL ROOT ZONE

T.P. TREE PROTECTION FENCE, REFER DETAIL ON CIV-002

NOTES

1. TREE PROTECTION FENCE TO BE PROVIDED AND INSTALLED BY

CONTRACTOR. CONTRACTOR SHALL PROVIDE TREE PROTECTION

FENCE AROUND ALL EXISTING TREES.

2. REFER TO SHEET CIV-002 FOR TREE PRESERVATION DETAILS.

3. PAVEMENT DEMOLITION/REMOVAL SHALL BE TO PAVEMENT BASE

COURSE ONLY WITH NO DISRUPTION OF NATIVE SOIL.

PAVEMENT DEMOLITION TO BASE

PAVEMENT DEMOLITION TO BASE

WITHIN TREE CRITICAL ROOT ZONE

REMOVE AND REFURBISH EXISTING BENCHES

FOR REINSTALLATION, TYP.

SHEET NOTES

SAW-CUT CLEAN JOINT AT BACK OF EXISTING SIDEWALK2

EXISTING PARK SIGN, RESET PLUMB VERTICAL4

EXISTING TRASH RECEPTACLE, RESET PLUMB

VERTICAL AS REQUIRED, TYP.

DEMO CURB BASE AT PLANTER TO ALLOW FOR

PROPOSED SLAB FOR STONE PAVING

EXISTING LIGHT FIXTURE TO REMAIN, TYP.6

EXISTING EXPOSED AGG. CONC. BENCH AND

FOUNTAIN TO REMAIN TO BE PROTECTED IN-PLACE.

6 7

3 3

8 REMOVE ALL VEGETATION FROM WITHIN PLANTER.

LIMIT OF NPS RESPONSIBILITY

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

TREE PRESERVATION

DETAILSCIV-002

1 2

NO SCALE

NO SCALE

NO SCALE

BCIV2300054

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AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

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TECH. REVIEW:

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FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

DOEE SOIL EROSION AND SEDIMENT CONTROL GENERAL NOTES

FILTER SOCK

TREE PROTECTION AND REPLACEMENT

STANDARDS AND SPECIFICATIONS FOR DUST CONTROL:DISTURBED AREA

EROSION & SEDIMENT

CONTROL NOTES

CIV-003

BCIV2300054

HPRB Review - Andrew Lewis - 03-10-2023DOEE

SE-SW Review - Saba Gharavi - 03-10-2023

AutoCAD SHX Text: FILTER STOCK IS SHOWN AS PROTECTIVE MEASURE EVEN NO EARTH AREA SHOULD BE DISTURBED.

AutoCAD SHX Text: 1. TREE PROTECTION SHALL BE INSTALLED PRIOR TO AND THROUGHOUT CONSTRUCTION. FENCING SHALL BE REMOVED AT THE TREE PROTECTION SHALL BE INSTALLED PRIOR TO AND THROUGHOUT CONSTRUCTION. FENCING SHALL BE REMOVED AT THE END OF THE PROJECT. 2. INSTALL SIX (6) FOOT HIGH CHAIN LINK FENCING TO PROTECT EXISTING STREET TREES TO REMAIN WITHIN THE LIMITS OF INSTALL SIX (6) FOOT HIGH CHAIN LINK FENCING TO PROTECT EXISTING STREET TREES TO REMAIN WITHIN THE LIMITS OF DISTURBANCE OR DIRECTLY ADJACENT TO. 3. FOR TREES WITHIN CONTINUOUS PLANTING STRIPS, PROTECTION SHOULD EXTEND TO THE CRITICAL ROOT ZONE WHICH FOR TREES WITHIN CONTINUOUS PLANTING STRIPS, PROTECTION SHOULD EXTEND TO THE CRITICAL ROOT ZONE WHICH EQUALS ONE FOOT OF TREE PROTECTION FOR EVERY INCH IN TREE DIAMETER (E.G. A TREE WITH A 12-INCH DBH, OR DIAMETER AT BREAST HEIGH, WOULD REQUIRE 12 FT. OF TREE PROTECTION ON EVERY SIDE MEASURED FROM THE BASE OF THE TREE.) 4. FOR TREE BOXES, A TREE PROTECTION FRAME SHOULD BE INSTALLED AND CONSIST OF FOUR POSTS 6 FT. HIGH PLACED FOR TREE BOXES, A TREE PROTECTION FRAME SHOULD BE INSTALLED AND CONSIST OF FOUR POSTS 6 FT. HIGH PLACED AT THE FOUR CORNERS OF THE BOX WITH A MINIMUM DELINEATED AREA OF THE EXISTING TREE BOX (E.G. 4'X9', 6'X10', ETC.). THE POSTS SHALL NOT EXTEND INTO THE GROUND. 5. IF CONSTRUCTION CANNOT BE AVOIDED WITHIN THE CRITICAL ROOT ZONE, THE EXISTING TREE MUST BE PROTECTED WITH IF CONSTRUCTION CANNOT BE AVOIDED WITHIN THE CRITICAL ROOT ZONE, THE EXISTING TREE MUST BE PROTECTED WITH FENCING AT MINIMUM 2 FT. ON ALL SIDES FROM THE ROOT FLARE (CROWN ) AND ALL OTHER UNPAVED AREAS MUST BE COVERED WITH A PROTECTIVE 10" LAYER OF WOOD CHIPS. 6. NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE CRITICAL ROOT ZONE: TRENCHING, ALTERATION OR DISTURBANCE TO NONE OF THE FOLLOWING SHALL OCCUR WITHIN THE CRITICAL ROOT ZONE: TRENCHING, ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING/STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT, SOIL, OR DEBRIS; DISPOSAL OF ANY LIQUIDS E.G. CONCRETE, GAS, OIL, PAINT, OR BLACKTOP. 7. TREES THAT ARE PROTECTED MUST BE WATERED EVERY 10 DAYS FROM APRIL THROUGH SEPTEMBER. TREES THAT ARE PROTECTED MUST BE WATERED EVERY 10 DAYS FROM APRIL THROUGH SEPTEMBER. 8. SECTION 608.07 AND 107.12 TREE PROTECTION AND REPLACEMENT OF THE DDOT STANDARD SPECIFICATIONS 2013 SHALL SECTION 608.07 AND 107.12 TREE PROTECTION AND REPLACEMENT OF THE DDOT STANDARD SPECIFICATIONS 2013 SHALL APPLY SHOULD ANY DAMAGE OCCUR TO THE EXISTING STREET TREES. 9. SHOULD THERE BE ANY QUESTIONS REGARDING TREE PROTECTION THE CONTRACTOR SHALL CONTACT THE UFA WARD SHOULD THERE BE ANY QUESTIONS REGARDING TREE PROTECTION THE CONTRACTOR SHALL CONTACT THE UFA WARD ARBORIST.

AutoCAD SHX Text: 1. FOLLOWING INITIAL LAND DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR INTERIM STABILIZATION MUST BE COMPLETED WITHIN FOLLOWING INITIAL LAND DISTURBANCE OR RE-DISTURBANCE, PERMANENT OR INTERIM STABILIZATION MUST BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS FOR THE SURFACES OF ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND SLOPES GREATER THAN THREE (3) HORIZONTAL TO ONE (1) VERTICAL (3:1); AND FOURTEEN (14) DAYS FOR ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE. THESE REQUIREMENTS DO NOT APPLY TO AREAS SHOWN ON THE PLAN THAT ARE USED FOR MATERIAL STORAGE OTHER THAN STOCKPILING, OR FOR THOSE AREAS ON THE PLAN WHERE ACTUAL CONSTRUCTION ACTIVITIES ARE BEING PERFORMED. MAINTENANCE SHALL BE PERFORMED AS NECESSARY SO THAT STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF THE DISTRICT OF COLUMBIA STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL (ESC). [21 DCMR § 542.9 (O)] 2. ESC MEASURES SHALL BE IN PLACE BEFORE AND DURING LAND DISTURBANCE. [21 DCMR § 543.6] ESC MEASURES SHALL BE IN PLACE BEFORE AND DURING LAND DISTURBANCE. [21 DCMR § 543.6] 3. CONTACT DOEE INSPECTION (202) 535-2977 TO SCHEDULE A PRECONSTRUCTION MEETING AT LEAST THREE (3) BUSINESS DAYS CONTACT DOEE INSPECTION (202) 535-2977 TO SCHEDULE A PRECONSTRUCTION MEETING AT LEAST THREE (3) BUSINESS DAYS BEFORE THE COMMENCEMENT OF A LAND-DISTURBING ACTIVITY. [21 DCMR § 503.7 (A)] 4. A COPY OF THE APPROVED PLAN SET WILL BE MAINTAINED AT THE CONSTRUCTION SITE FROM THE DATE THAT CONSTRUCTION A COPY OF THE APPROVED PLAN SET WILL BE MAINTAINED AT THE CONSTRUCTION SITE FROM THE DATE THAT CONSTRUCTION ACTIVITIES BEGIN TO THE DATE OF FINAL STABILIZATION AND WILL BE AVAILABLE FOR DOEE INSPECTORS. [21 DCMR § 542.15] 5. ESC MEASURES SHALL BE IN PLACE TO STABILIZE AN EXPOSED AREA AS SOON AS PRACTICABLE AFTER CONSTRUCTION ACTIVITY ESC MEASURES SHALL BE IN PLACE TO STABILIZE AN EXPOSED AREA AS SOON AS PRACTICABLE AFTER CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED BUT NO LATER THAN FOURTEEN (14) DAYS FOLLOWING CESSATION, EXCEPT THAT TEMPORARY OR PERMANENT STABILIZATION SHALL BE IN PLACE AT THE END OF EACH DAY OF UNDERGROUND UTILITY WORK THAT IS NOT CONTAINED WITHIN A LARGER DEVELOPMENT SITE. [21 DCMR § 543.7] 6. STOCKPILED MATERIAL BEING ACTIVELY USED DURING A PHASE OF CONSTRUCTION SHALL BE PROTECTED AGAINST EROSION BY STOCKPILED MATERIAL BEING ACTIVELY USED DURING A PHASE OF CONSTRUCTION SHALL BE PROTECTED AGAINST EROSION BY ESTABLISHING AND MAINTAINING PERIMETER CONTROLS AROUND THE STOCKPILE. [21 DCMR § 543.16 (A)] 7. STOCKPILED MATERIAL NOT BEING ACTIVELY USED OR ADDED TO SHALL BE STABILIZED WITH MULCH, TEMPORARY VEGETATION, STOCKPILED MATERIAL NOT BEING ACTIVELY USED OR ADDED TO SHALL BE STABILIZED WITH MULCH, TEMPORARY VEGETATION, HYDRO-SEED OR PLASTIC WITHIN FIFTEEN (15) CALENDAR DAYS AFTER ITS LAST USE OR ADDITION. [21 DCMR § 543.16 (B)] 8. FILL MATERIAL MUST BE FREE OF CONTAMINATION LEVELS OF ANY POLLUTANT THAT IS, OR MAY BE CONSIDERED TO REPRESENT, A FILL MATERIAL MUST BE FREE OF CONTAMINATION LEVELS OF ANY POLLUTANT THAT IS, OR MAY BE CONSIDERED TO REPRESENT, A POSSIBLE HEALTH HAZARD TO THE PUBLIC OR MAY BE DETRIMENTAL TO SURFACE OR GROUND WATER QUALITY, OR WHICH MAY CAUSE DAMAGE TO PROPERTY OR THE DRAINAGE SYSTEM. ALL FILL MATERIAL MUST BE FREE OF HAZARDOUS MATERIALS AND COMPLY WITH ALL APPLICABLE DISTRICT AND FEDERAL REGULATIONS. 9. PROTECT BEST MANAGEMENT PRACTICES FROM SEDIMENTATION AND OTHER DAMAGE DURING CONSTRUCTION FOR PROPER POST PROTECT BEST MANAGEMENT PRACTICES FROM SEDIMENTATION AND OTHER DAMAGE DURING CONSTRUCTION FOR PROPER POST CONSTRUCTION OPERATION. [21 DCMR § 543.5] 10. REQUEST A DOEE INSPECTOR'S APPROVAL AFTER THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT REQUEST A DOEE INSPECTOR'S APPROVAL AFTER THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. [21 DCMR § 542.12 (A)] 11. REQUEST A DOEE INSPECTOR'S APPROVAL AFTER FINAL STABILIZATION OF THE SITE AND BEFORE THE REMOVAL OF EROSION AND REQUEST A DOEE INSPECTOR'S APPROVAL AFTER FINAL STABILIZATION OF THE SITE AND BEFORE THE REMOVAL OF EROSION AND SEDIMENT CONTROLS. [21 DCMR § 542.12 (B)] 12. FINAL STABILIZATION MEANS THAT ALL LAND-DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND EITHER OF THE FINAL STABILIZATION MEANS THAT ALL LAND-DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND EITHER OF THE FOLLOWING TWO CRITERIA HAVE BEEN MET: (1) A UNIFORM (FOR EXAMPLE, EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT (70%) OF THE NATIVE BACKGROUND VEGETATIVE COVER FOR THE AREA HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES, OR (2) EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED (SUCH AS THE USE OF RIPRAP, GABIONS, OR GEOTEXTILES). [21 DCMR § 542.12 (B.1, B.2)] 13. FOLLOW THE REQUIREMENTS OF THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY APPROVED STORMWATER POLLUTION FOLLOW THE REQUIREMENTS OF THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND MAINTAIN A LEGIBLE COPY OF THIS SWPPP ON SITE. [21 DCMR § 543.10 (B)] 14. POST A SIGN THAT NOTIFIES THE PUBLIC TO CONTACT DOEE IN THE EVENT OF EROSION OR OTHER POLLUTION. THE SIGN WILL POST A SIGN THAT NOTIFIES THE PUBLIC TO CONTACT DOEE IN THE EVENT OF EROSION OR OTHER POLLUTION. THE SIGN WILL BE PLACED AT EACH ENTRANCE TO THE SITE OR AS DIRECTED BY THE DOEE INSPECTOR. EACH SIGN WILL BE NO LESS THAN 18 X 24 INCHES IN SIZE AND MADE OF MATERIALS THAT WILL WITHSTAND WEATHER FOR THE DURATION OF THE PROJECT. LETTERING WILL BE AT LEAST 1 INCH IN HEIGHT AND EASILY READABLE BY THE PUBLIC FROM A DISTANCE OF TWELVE FEET (12 FT). THE SIGN MUST DIRECT THE PUBLIC, IN SUBSTANTIALLY THE FOLLOWING FORM: “TO REPORT EROSION, RUNOFF, OR STORMWATER TO REPORT EROSION, RUNOFF, OR STORMWATER POLLUTION” AND WILL PROVIDE THE CONSTRUCTION SITE ADDRESS, DOEE'S TELEPHONE NUMBER (202-535-2977), DOEE'S E-MAIL AND WILL PROVIDE THE CONSTRUCTION SITE ADDRESS, DOEE'S TELEPHONE NUMBER (202-535-2977), DOEE'S E-MAIL ADDRESS (IEB.SCHEDULING@DC.GOV), AND THE 311 MOBILE APP HEADING (“CONSTRUCTION-EROSION RUNOFF”). [21 DCMR § CONSTRUCTION-EROSION RUNOFF”). [21 DCMR § ). [21 DCMR § 543.22] 15. SITE INFORMATION: SITE INFORMATION: AREA OF SITE: 1.96 AC AREA DISTURBED: 0.002 AC (100 SF)* 0.002 AC (100 SF)* TOTAL CUT: 0 CY TOTAL FILL: 0 CY * NOTE: AREA SHOWN TO COVER POTENTIAL ACCIDENTAL LAND DISTURBANCE AutoCAD SHX Text: DEFINITION CONTROLLING DUST BLOWING AND MOVEMENT ON CONSTRUCTION SITES AND ROADS. PURPOSE TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE ON AND OFF-SITE DAMAGE, HEALTH HAZARDS, AND IMPROVE TRAFFIC SAFETY. CONDITIONS WHERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE ON AND OFF-SITE DAMAGE IS LIKELY WITHOUT TREATMENT. TEMPORARY METHODS: A. MULCHES - SEE STANDARDS FOR CRITICAL AREA STABILIZATION WITH MULCHES ONLY. CHEMICAL OR WOOD CELLULOSE MULCHES - SEE STANDARDS FOR CRITICAL AREA STABILIZATION WITH MULCHES ONLY. CHEMICAL OR WOOD CELLULOSE FIBER BINDERS MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL. B. VEGETATIVE COVER - SEE STANDARDS FOR TEMPORARY VEGETATIVE COVER. VEGETATIVE COVER - SEE STANDARDS FOR TEMPORARY VEGETATIVE COVER. C. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/AC TYPE OF NOZZLE APPLY GALLONS/AC APPLY GALLONS/AC LATEX EMULSION 121/2:1FINE SPRAY 235 121/2:1FINE SPRAY 235 SPRAY 235 235 D. TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS AN EMERGENCY MEASURE WHICH SHOULD TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS AN EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12" APART, SPRING-TOOTHED HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. E. IRRIGATION - THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT, SITE IS SPRINKLED WITH WATER UNTIL THE IRRIGATION - THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT, SITE IS SPRINKLED WITH WATER UNTIL THE SURFACE IS MOIST, REPEAT AS NEEDED. F. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 10 TIMES THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING SOIL BLOWING. G. CALCIUM CHLORIDE - APPLY AT A RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT. CALCIUM CHLORIDE - APPLY AT A RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT. PERMANENT METHODS A. PERMANENT VEGETATION - SEE STANDARDS FOR PERMANENT VEGETATIVE COVER, AND PERMANENT STABILIZATION WITH ROD, PERMANENT VEGETATION - SEE STANDARDS FOR PERMANENT VEGETATIVE COVER, AND PERMANENT STABILIZATION WITH ROD, EXISTING TREES OR LARGE SHRUBS MAY AFFORD VALUABLE PROTECTION IF LEFT IN PLACE. B. TOPSOILING - COVERING WITH LESS EROSIVE SOIL MATERIALS. SEE STANDARDS FOR TOPSOILING. TOPSOILING - COVERING WITH LESS EROSIVE SOIL MATERIALS. SEE STANDARDS FOR TOPSOILING. C. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

AutoCAD SHX Text: EXISTING PAVEMENT IS TO BE REMOVED TO AGGREGATE BASE COURSE. SUBGRADE IS NOT TO BE DISTURBED.

AutoCAD SHX Text: JH AutoCAD SHX Text: JH

D STREET, S.E.

(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

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T, S

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ID

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(9 0' W

ID

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FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

EROSION & SEDIMENT

CONTROL PLAN 1

LEGEND

KEY MAP

NO SCALE

STABILIZED CONSTRUCTION ENTRANCE

FILTER SOCK

LIMIT OF WORK

CIV-004

BCIV2300054

D STREET, S.E.

(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

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ID

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SIDEWALK REHABILITATION12/19/2022

179636

STABILIZED CONSTRUCTION ENTRANCE

EROSION & SEDIMENT

CONTROL PLAN 2

LEGEND

KEY MAP

NO SCALE

FILTER SOCK

LIMIT OF WORK

CIV-005

BCIV2300054

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SIDEWALK REHABILITATION12/19/2022

179636

PLAN VIEW

PROFILE

CONSTRUCTION SPECIFICATIONS

STABILIZED

CONSTRUCTION

ENTRANCE

SOURCE: 2011 MARYLAND STANDARDS & SPECIFICATIONS

EROSION & SEDIMENT

CONTROL DETAILS

SOURCE: 2011 MARYLAND STANDARDS & SPECIFICATIONS SOURCE: 2011 MARYLAND STANDARDS & SPECIFICATIONS

FILTER SOCK - 1

UNTRENCHED INSTALLATION

SECTION

SECTION

*ENTRENCHED INSTALLATION

PLAN VIEW

HARD - SURFACE INSTALLATION

PLAN VIEW

FILTER SOCK - 2

CONSTRUCTION SPECIFICATIONS

HARD SURFACE INSTALLATION SECTION

CIV-006

BCIV2300054

D STREET, S.E.

(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

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T, S

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(9 0' W

ID

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3R D S

TR

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T, S

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(9 0' W

ID

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EAST

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TECH. REVIEW:

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FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

CHAIN LINK FENCE

SUGGESTED LAYDOWN AREAS

X

FLAGGERS REQUIRED TO TEMPORARILY

CLOSE SIDEWALK WHEN CONSTRUCTION

VEHICLES NEED TO TRAVERSE SIDEWALK

FLAGGERS REQUIRED TO TEMPORARILY

CLOSE SIDEWALK WHEN CONSTRUCTION

VEHICLES NEED TO TRAVERSE SIDEWALK

CONSTRUCTION FENCE TO

BE GATED AND LOCKED

DURING OFF HOURS

(SEE NOTES)

CONSTRUCTION FENCE TO

BE GATED AND LOCKED

DURING OFF HOURS

(SEE NOTES)

CONSTRUCTION PLAN

LEGEND

KEY MAP

NO SCALE

1) FENCE LOCATIONS TO BE APPROVED BY COR TO AVOID IMPACTING

EXISTING SHRUBS.

2) FENCE GATES TO OPEN INWARD TO SITE.

3) INSTALL DOUBLE-PANEL GATES, ACCORDION GATES, OR OTHER TYPE OF

ARTICULATING GATE TO AVOID DAMAGING EXISTING SHRUBS WHEN

OPERATING GATES.

4) SITE TO BE WORKED IN HALVES, EAST AND/OR WEST. EAST

CONSTRUCTION ENTRANCE TO BE USED WHEN WORKING ON EAST HALF,

AND VICE VERSA (SEE EROSION & SEDIMENT CONTROL PLANS). GATE TO

REMAIN LOCKED FOR CONSTRUCTION ON OPPOSITE HALF.

5) RECOMMENDED SEQUENCE OF CONSTRUCTION IS TO WORK EAST OR

WEST HALF, SOUTHERN QUADRANT FIRST, THEN NORTHERN QUADRANT.

THEN WORK OTHER HALF (EAST OR WEST) IN SAME MANNER. ONCE

PAVEMENT WORK IS COMPLETE, ANY VEGETATIVE WORK CAN BE

PERFORMED.

6) CONTRACTOR SHALL USE TEMPORARY MATTING OR EQUIVALENT TO

AVOID PERMANENT DAMAGE TO LAWN SPACES BEING USED FOR

LAYDOWN AREAS. UPON REMOVAL, ANY DAMAGE TO TURF SHALL BE

REPAIRED BY AERATING AND OVERSEEDING.

7) LAYDOWN AREAS SHALL BE SURROUNDED WITH FILTER SOCK (SEE

EROSION AND SEDIMENT CONTROL PLAN) AS A PROTECTIVE MEASURE.

8) SEE LANDSCAPE SHEETS FOR PROTECTION OF EXISTING TREES.

NOTES

EAST/WEST LINE

OF DIVISION

NORTH/SOUTH

LINE OF

DIVISION

CIV-007

BCIV2300054

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(72' WIDE - PUBLIC)

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

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T, S

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ID

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3R D S

TR

EE

T, S

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(9 0' W

ID

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EAST

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DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

LEGEND

KEY MAP

LIMIT OF WORK

OVERALL MATERIALS

AND LAYOUT PLANL-001

D STREET, SE

D STREET, SE

N

D S

T R

E E T S E

R

D S

T R

E E T S E

L-002 L-003

L-005 L-004

MATCH LINE

NO SCALE

EXISTING PROPERTY LINE

LIMIT OF NPS RESPONSIBILITY

TEMPORARY CONSTRUCTION ENTRANCE,

SEE EROSION & SEDIMENT CONTROL PLANS,

SHEETS CIV-004 AND CIV-005

BCIV2300054

2N D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

EAST

363.58

N O

R

.5

FLAGSTONE PLAZA PLAN,

SEE DETAIL 2/L-006

M A T C

H L

IN

E S E E S

H E E T L

-0

MATCH LINE, SEE SHEET L-005

BITUMINOUS WALK, SEE

DETAIL 1D/L-006

BENCH, TYPICAL OF (10),

SEE DETAIL 3/L-007 N 443680.3319

E 1311511.8142

N 443671.3460 E 1311512.3173

P.T.

N 443680.3814

E 1311512.7432

N 443636.0096

E 1311419.1731

P.T.

P.T.

N 443623.7008

E 1311405.2940

P.T.

N 443667.9671

E 1311456.4415

P.T.

N 443687.5245

E 1311376.9363

N 443681.0852

E 1311370.7382

N 443613.1641

E 1311390.8218

N 443607.8480 E 1311384.0273

P.T.

P.T.

P.T.

BITUMINOUS WALK

EXPANSION JOINT, SEE

DETAIL 1C/L-006, TYPICAL

N 443617.4497

E 1311391.7425

N 443645.2581

E 1311391.1950

N 443665.0836

E 1311412.8398

N 443699.0592

E 1311382.3992

P.T.

P.T.

N 443676.4433

E 1311358.9583

P.T.

N 443672.1819

E 1311392.7851

N 443659.0320 E 1311388.0371

N 443627.4529

E 1311407.2505

N 443650.5230

E 1311438.1497

N 443665.8579

E 1311473.5309

EXISTING CONCRETE BENCH

AND FOUNTAIN TO REMAIN

BITUMINOUS WALK AT

FOUNTAIN, SEE DETAIL 1A/L-006

BITUMINOUS WALK AT EXISTING

PAVEMENT, SEE DETAIL 1B/L-006

BITUMINOUS WALK AT PLAZA

FLAGSTONE, SEE DETAIL 1F/L-006

BITUMINOUS WALK AT METAL

EDGING, SEE DETAIL 1E/L-006

TRASH RECEPTACLE, TYPICAL

OF (3), SEE DETAIL 2/L-007

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

MATERIALS AND LAYOUT

ENLARGEMENT PLAN - NWL-002

KEY MAP

NO SCALE

LEGEND

EXPANSION JOINT

BITUMINOUS PAVING

POINT OF TANGENTP.T.

LIMIT OF WORK

MATCH LINE

EXISTING PROPERTY LINE

LIMIT OF NPS RESPONSIBILITY

L-002

L-005

L-003

L-004

TEMPORARY CONSTRUCTION ENTRANCE,

SEE EROSION & SEDIMENT CONTROL PLAN 1,

SHEET CIV-004

BCIV2300054

D STREET, S.E.

(72' WIDE - PUBLIC)

3R D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

EAST

363.58

.5

S O

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H

FLAGSTONE PLAZA PLAN,

SEE DETAIL 2/L-006

M A T C

H L

IN

E S E E S

H E E T L

-0

MATCH LINE, SEE SHEET L-004

BITUMINOUS WALK, SEE

DETAIL 1D/L-006

BENCH, TYPICAL OF (10),

SEE DETAIL 3/L-007

N 443680.3319 E 1311571.2677

N 443671.3460 E 1311570.7645

P.T.

N 443680.3814

E 1311570.3387

N 443636.0096 E 1311663.9088

P.T.

P.T.

N 443623.7008

E 1311677.7879

P.T.

N 443667.9671 E 1311626.6404

P.T.

N 443687.7545 E 1311706.3404

N 443679.3680 E 1311710.5746

N 443611.2487 E 1311692.7637

N 443606.1242 E 1311699.5078

P.T.

P.T.

P.T.

BITUMINOUS WALK EXPANSION

JOINT, SEE DETAIL 1C/L-006, TYPICAL

N 443617.4497 E 1311691.3394

N 443645.2581

E 1311691.8869

N 443665.0836

E 1311670.2421

N 443697.6227 E 1311701.7445

P.T.

P.T.

N 443673.6481 E 1311724.2462

P.T.

N 443672.1819

E 1311690.2968

N 443659.0320 E 1311695.0448

N 443627.4529 E 1311675.8314

N 443646.9049

E 1311650.8854

N 443662.1221

E 1311620.5402

EXISTING CONCRETE BENCH

AND FOUNTAIN TO REMAIN

BITUMINOUS WALK AT EXISTING

PAVEMENT, SEE DETAIL 1B/L-006

BITUMINOUS WALK AT FOUNTAIN,

SEE DETAIL 1A/L-006

BITUMINOUS WALK AT PLAZA

FLAGSTONE, SEE DETAIL 1F/L-006

BITUMINOUS WALK AT METAL EDGING,

SEE DETAIL 1E/L-006

TRASH RECEPTACLE, TYPICAL

OF (3), SEE DETAIL 2/L-007

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

MATERIALS AND LAYOUT

ENLARGEMENT PLAN - NEL-003

KEY MAP

NO SCALE

L-002

L-005

LEGEND

EXPANSION JOINT

BITUMINOUS PAVING

POINT OF TANGENTP.T.

LIMIT OF WORK

MATCH LINE

EXISTING PROPERTY LINE

LIMIT OF NPS RESPONSIBILITY

TEMPORARY CONSTRUCTION ENTRANCE,

SEE EROSION & SEDIMENT CONTROL PLAN 2,

SHEET CIV-05

L-003

L-004

BCIV2300054

3R D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

.5

S O

U T

H

363.58

WEST

FLAGSTONE PLAZA PLAN,

SEE DETAIL 2/L-006

M A T C

H L

IN

E S E E S

H E E T L

-0

MATCH LINE, SEE SHEET L-003

BITUMINOUS WALK, SEE

DETAIL 1D/L-006

BENCH, TYPICAL OF (10),

SEE DETAIL 3/L-007

N 443483.8761 E 1311571.2677

N 443492.8620 E 1311570.7645

P.T.

N 443483.8265 E 1311570.3387

N 443528.1983

E 1311663.9088

P.T.

P.T.

N 443540.5072 E 1311677.7879

P.T.

N 443496.2408 E 1311626.6404

P.T.

N 443474.8242

E 1311707.6731

N 443482.0303

E 1311713.5371

N 443550.9453 E 1311692.2357

N 443556.2712 E 1311699.0326

P.T.

P.T.

P.T.

BITUMINOUS WALK

EXPANSION JOINT, SEE

DETAIL 1C/L-006, TYPICAL

N 443546.7582 E 1311691.3394

N 443518.9499 E 1311691.8869

N 443499.1244 E 1311670.2421

N 443463.5236 E 1311702.0658

P.T.

P.T.

N 443486.5333

E 1311723.5371

P.T.

N 443492.0261

E 1311690.2968

N 443505.1760 E 1311695.0448

N 443536.7551 E 1311675.8314

N 443517.3031 E 1311650.8854

N 443502.0859

E 1311620.5402

EXISTING CONCRETE BENCH

AND FOUNTAIN TO REMAIN

ALIGN BENCHES,

TYPICAL

BITUMINOUS WALK AT

EXISTING PAVEMENT, SEE

DETAIL 1B/L-006

BITUMINOUS WALK AT

FOUNTAIN, SEE DETAIL 1A/L-006

BITUMINOUS WALK AT PLAZA

FLAGSTONE, SEE DETAIL 1F/L-006

BITUMINOUS WALK AT METAL

EDGING, SEE DETAIL 1E/L-006

TRASH RECEPTACLE, TYPICAL

OF (3), SEE DETAIL 2/L-007

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

MATERIALS AND LAYOUT

ENLARGEMENT PLAN - SEL-004

KEY MAP

EXPANSION JOINT

NO SCALE

BITUMINOUS PAVING

POINT OF TANGENTP.T.

LEGEND

LIMIT OF WORK

MATCH LINE

EXISTING PROPERTY LINE

LIMIT OF NPS RESPONSIBILITY

L-002

L-005

L-003

L-004

BCIV2300054

D STREET, S.E.

(72' WIDE - PUBLIC)

2N D S

TR

EE

T, S

.E

(9 0' W

ID

E

- P U

BL

IC

N O

R

.5

FLAGSTONE PLAZA PLAN,

SEE DETAIL 2/L-006

M A T C

H L

IN

E S E E S

H E E T L

-0

MATCH LINE, SEE SHEET L-002

BITUMINOUS WALK, SEE

DETAIL 1D/L-006

BENCH, TYPICAL OF (10),

SEE DETAIL 3/L-007

N 443483.8761

E 1311511.8142

N 443492.8620

E 1311512.3173

P.T.

N 443483.8265

E 1311512.7432

N 443528.1983

E 1311419.1731

P.T.

P.T.

N 443540.5072 E 1311405.2940

P.T.

N 443496.2408

E 1311456.4415

P.T.

N 443474.8242

E 1311375.4088

N 443483.1228

E 1311370.7382

N 443552.4622

E 1311390.4545

N 443557.6364

E 1311383.6968

P.T.

P.T.

P.T.

BITUMINOUS WALK EXPANSION

JOINT, SEE DETAIL 1C/L-006, TYPICAL

N 443546.7582

E 1311391.7425

N 443518.9499

E 1311391.1950

N 443499.1244

E 1311412.8398

N 443465.0961 E 1311380.0402

P.T.

N 443484.6502 E 1311359.3005

P.T.

N 443492.0261

E 1311392.7851

N 443505.1760

E 1311388.0371

N 443536.7551

E 1311407.2505

N 443517.3031

E 1311432.1965

N 443502.0859 E 1311462.5417

EXISTING CONCRETE BENCH

AND FOUNTAIN TO REMAIN

ALIGN BENCHES,

TYPICAL

BITUMINOUS WALK AT

FOUNTAIN, SEE DETAIL

1A/L-006

BITUMINOUS WALK AT EXISTING

PAVEMENT, SEE DETAIL 1B/L-006

BITUMINOUS WALK AT PLAZA

FLAGSTONE, SEE DETAIL 1F/L-006

BITUMINOUS WALK AT METAL

EDGING, SEE DETAIL 1E/L-006

TRASH RECEPTACLE, TYPICAL

OF (3), SEE DETAIL 2/L-007

OF

A/E FIRM

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

MATERIALS AND LAYOUT

ENLARGEMENT PLAN - SWL-05

KEY MAP

NO SCALE

EXPANSION JOINT

BITUMINOUS PAVING

POINT OF TANGENTP.T.

LEGEND

LIMIT OF WORK

MATCH LINE

EXISTING PROPERTY LINE

LIMIT OF NPS RESPONSIBILITY

L-002

L-005

L-003

L-004

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

SITE PAVING

DETAILSL-006

SCALE: 1 1/2" = 1'-0"

BITUMINOUS WALK

FINISH GRADE

BITUMINOUS WALK

OVER TACK COAT

C.I.P CONCRETE

SUBBASE

WITH 6''X6''

#10 X #10 EWWM

D: BITUMINOUS WALK B: BITUMINOUS WALK AT EXISTING PAVEMENT

E: BITUMINOUS WALK AT METAL EDGING

3"

CONTINUOUS 1/4''

THICK METAL

EDGING. STAKE 1/2"

MAX. ABOVE FINISH

GRADE

PLANTING AREA

F: BITUMINOUS WALK AT PLAZA FLAGSTONE

612"

3" 1/2" EXPANSION JOINT

WITH SEALANT OVER

BACKER ROD

BITUMINOUS WALK

OVER TACK COAT

BLACK EXPOSED AGGREGATE

REINFORCED C.I.P

CONCRETE SUBBASE

C: BITUMINOUS WALK EXPANSION JOINT

BLACK EXPOSED

AGGREGATE

BLACK EXPOSED

AGGREGATE

3"

BITUMINOUS WALK

OVER TACK COAT

1/2" EXPANSION

JOINT WITH SEALANT

OVER BACKER ROD

FLAGSTONE PAVER,

SEE DETAIL 3A/L-006

REINFORCED

C.I.P CONCRETE

SUBBASE

REINFORCED

C.I.P CONCRETE

SUBBASE

1/2'' Ø X 12'' S.S. SLIP

DOWEL @ 24'' O.C.

PVC SLEEVE ONE END

1/2" EXPANSION JOINT WITH

SEALANT OVER BACKER ROD

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

REINFORCED

C.I.P CONCRETE

SUBBASE

EXISTING CONCRETE

PAVEMENT

8" 8" 6"

" 2

C: PLAN VIEW

BITUMINOUS WALK

OVER TACK COAT

BLACK EXPOSED AGGREGATE

1/2" EXPANSION JOINT WITH

SEALANT OVER BACKER ROD

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

A: BITUMINOUS WALK AT FOUNTAIN

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

REINFORCED

C.I.P CONCRETE

SUBBASE

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE.

EXTENT OF

EXISTING FOOTINGS

NOT KNOWN.

EXISTING CONCRETE

FOUNTAIN AND BENCH

1/2" EXPANSION

JOINT FILLER

1/2'' Ø X 12'' S.S. SLIP

DOWEL @ 24'' O.C.

PVC SLEEVE ONE END

METAL STAKE TO

SECURE EDGING

3/8" GAP IN METAL EDGING,

EASE VERTICAL EDGES

BOND BREAKER

COPING BEYOND

BITUMINOUS WALK

OVER TACK COAT

8"6" 1'-9"

SCALE:1/8" = 1'-0"

FLAGSTONE PLAZA PLAN

2'-0"

FLAGSTONE PAVER,

SEE DETAIL 3A/L-006

FLAGSTONE PAVER AT

OUTSIDE COPING, SEE

DETAIL 3D/L-006

BITUMINOUS WALK AT

PLAZA FLAGSTONE, SEE

DETAIL 1F/L-006

FLAGSTONE EXPANSION

JOINT, SEE DETAIL 3B/L-006

PLANTING AREA

FLAGSTONE PAVER AT

PLANTER CURB, SEE

DETAIL 3E/L-006

FLAGSTONE PAVER AT

WATER VALVE,

SEE DETAIL 3F/L-006, TYP.

10'-0" 30'-0"

5 EQUAL

10'-0" 11'-6"

3 EQUAL

11'-6"

3 EQUAL

73'-0"

1'-6"

E

Q U

A L

E

Q U

A L

E

Q U

A L

SLIP JOINT,

SEE DETAIL 3C/L-006

SCALE: 1 1/2" = 1'-0"

FLAGSTONE PAVER CONDITIONS

A: FLAGSTONE PAVER

D: FLAGSTONE PAVER AT OUTSIDE COPING

B: FLAGSTONE EXPANSION JOINT

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

1'' THICK MORTAR

2'' THICK MIN.

FLAGSTONE PAVER

WITH 3/8'' GROUT

JOINTS

C.I.P CONCRETE

SUBBASE

WITH 6''X6''

#10 X #10 EWWM

REINFORCED

C.I.P CONCRETE

SUBBASE

1'-0"

1/2'' Ø x 12" SLIP DOWEL, PVC SLEEVE ONE END

1/2" EXPANSION JOINT

WITH SEALANT OVER

BACKER ROD. SEE

LAYOUT AND

MATERIALS PLAN FOR

LOCATIONS

REINFORCED

C.I.P CONCRETE

SUBBASE

FLAGSTONE

PAVER

1/2'' EXPANSION JOINT

PLANTING AREA

1'' THICK MORTAR

1'-6"

REINFORCED

C.I.P CONCRETE

SUBBASE

STONE COPING

1/2'' EXPANSION JOINT,

FULL-DEPTH.

FLAG STONE PAVER

4'' THICK PLANTER

COPING

1'' THICK MORTAR

PLANTING

VALVE BOX WIDTH

REINFORCED C.I.P

CONCRETE SUBBASE

EXISTING WATER VALVE BOX

(REPLACE IF REQUIRED)

FLAGSTONE PAVER

320 S.S. 1/2'' Ø X 6'' LONG

DOWELS EPOXIED. 2 MIN.

PER SEGMENT. SECURE

WITH NON-SHRINK GROUT

320 S.S. 1/2'' Ø X 4'' LONG

DOWEL EPOXIED. 2 MIN.

PER SEGMENT. SECURE

WITH NON-SHRINK GROUT

3-MIL MOISTURE

BARRIER

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

BOND BREAKER WHEN PAVER

JOINT IS MISALIGNED WITH

CONCRETE SLAB JOINT

1'-0"

3/8'' SEALANT ON BACKER

ROD OVER EXP. JT.

AROUND VALVE CASING

FLAGSTONE PAVER

2" 2"

C: SLIP JOINT

EXISTING

COMPACTED

AGGREGATE BASE

AND SUBGRADE

E: FLAGSTONE PAVER AT PLANTER CURB F: FLAGSTONE PAVER AT WATER VALVE

2'-0"

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

SITE FURNISHING

DETAILSL-0073

SCALE: 1 1/2" = 1'-0"

BENCH MOUNTING DETAIL

4'-6"

1014" 3"3" 3"3"

BITUMINOUS WALK,

SEE DETAIL 1D/L-006

SURFACE MOUNT WITH S.S. ANCHOR BOLT,

PER MANUFACTURER RECOMMENDATIONS.

MIN. OF 3" EMBEDMENT INTO CONCRETE.

SEE LAYOUT AND MATERIALS PLAN

FOR BENCH LOCATION

BITUMINOUS WALK AT

METAL EDGE,

SEE DETAIL 1E/L-006

NOTES:

1. PAINT ANCHOR BOLTS AND WASHERS BLACK, SEE SPECIFICATIONS

2. (4) ANCHORS PER BENCH, TYP.

BLACK AGGREGATE

SURFACE MOUNT BENCH

6"

REFERENCE IMAGE

3" 3"

SCALE: 1 1/2" = 1'-0"

TRASH RECEPTACLE MOUNTING DETAIL

FINISH GRADE

TRASH RECEPTACLE POST

SURFACE MOUNT WITH (3)

3/8''X6'' S.S. EXPANSION

ANCHORS WITH LEVELING

NUTS, TYP.

CONCRETE FOOTING

COMPACTED

AGGREGATE BASE

1'-0"Ø

REFERENCE IMAGE

MORTAR PACKING

D STREET, SE

N

D S

T R

E E T S E

R

D S

T R

E E T S E

D STREET, SE

SCALE:

SITE FURNISHINGS KEY PLAN

1" = 30' 1

REFURBISED BENCH, TYP. OF (22)1

NEW BENCH, MATCH EXISTING, TYP. OF (18)2

RESET EXISTING PARK SIGN, TYP. OF (1)4

RESET EXISTING TRASH RECEPTACLE, TYP. OF (12)

1 1

1 1

2 2 2 2

2 2 2 2

2 2 2 2

2 2 2 2

3 3

BCIV2300054

PRIME/ARCH:

AECOM

ARLINGTON, VA

PMIS 245149

SHEET

DRAWING NO.

PKG.

NO.

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

FOLGER PARK

SIDEWALK REHABILITATION12/19/2022

179636

PLANTING SCHEDULE

DETAILSL-008

SCALE:1/8" = 1'-0"

FLAGSTONE PLAZA PLANTING PLAN

(34) RS

PLAZA PLANTER,

SEE DETAIL 3/L-008

PLANTING SCHEDULE

KEY QTY. BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING MATURE SIZE COMMENTS

RS 34

ROSA 'RADSUNNY'

(PP#18562) KNOCK OUT SUNNY KNOCK OUT ROSE #3 CONTAINER 4'-0" O.C. 3'-4'X3'-5'

YELLOW FLOWER,

SCENTED

SCALE:

SOD/SEEDED LAWN

1" = 1'-0"

AREA DISTURBED

BY CONSTRUCTION OF

ADJACENT WALK SOD/SEEDED LAWN IN

AREAS DISTURBED BY

CONSTRUCTION

PLANTING SOIL

EXISTING COMPACTED

AGGREGATE BASE AND

SUBGRADE

EXISTING SOIL

SCALE: 1 1/2" = 1'-0"

PLAZA PLANTER

REPLACE TOP 1'-0" OF EXISTING

SOIL IN PLANTER WITH PLANTING

SOIL MIX

PLANTER COPING

2" MULCH OVER ENTIRE BED. FORM

INTO SAUCER AROUND EACH PLANT.

DO NOT COVER ROOT FLARE.

BCIV2300054