Solicitation Amendment 0003 2023 12 18.pdf

PDF 7 MB Posted Dec 18, 2023

Attached to: Demolition of the Hoosac Stores Building at the Charlestown Navy Yard
Solicitation number: 47PB0024R0009
Issued by: General Services Administration Public Buildings Service Region 1

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Written by GovTribe AI · Dec 20, 2023

This solicitation is for the demolition of the Hoosac Stores building at the Charlestown Navy Yard. Key details include demolishing the existing six-story brick building and related site work; removing pavement, fencing, utilities, and landscaping; and replacing the building footprint and parking area with gravel. Bidders must provide alternate pricing to pave the entire site with either new bituminous asphalt or porous asphalt. The solicitation number is 47PB0024R0009 and was issued by the General Services Administration Public Buildings Service Region 1. The response due date is not specified.

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Other files

File	Type	Posted
Solicitation Amendment 0006 2024 01 10.pdf	PDF	Jan 10, 2024
Solicitation Amendment 0005 2024 01 02.pdf	PDF	Jan 2, 2024
Solicitation Amendment 0004 2023 12 22.pdf	PDF	Dec 22, 2023
Solicitation Amendment 47PB0024R0009 0002 2023 12 12.pdf	PDF	Dec 12, 2023
Volume II The Solicitation 2023 12 06.pdf	PDF	Dec 6, 2023
Solicitation Amendment 0001 2023 12 06.pdf	PDF	Dec 6, 2023
Volume III Specifications 2023 11 22.pdf	PDF	Dec 4, 2023
GC Reps and Certs March 2023.pdf	PDF	Nov 30, 2023
Volume II The Solicitation 2023 11 30 .pdf	PDF	Nov 30, 2023
GC Reps and Certs March 2023.docx	DOCX document	Nov 30, 2023
Wage Determination MA20230001 Mod 23 2023 10 20.gov.pdf	PDF	Nov 30, 2023
47PB0024R0009 SF1442.pdf	PDF	Nov 30, 2023
GSA527-21.pdf	PDF	Nov 30, 2023
PBS PPQ.pdf	PDF	Nov 30, 2023
Volume I The Agreement 2023 11 30.pdf	PDF	Nov 30, 2023

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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

The Purpose of this amendment is to:

1. Provide the drawing package dated 7/20/2023.

2. Provide an updated wage determination for MA20230001 Mod 24 dated 12/08/2023.

3. Extend the due date for questions from 12/15/2023 to 12/21/2023 by 2:00pm EST.

4. The proposal due date remains 1/12/2024 by 2:00pm EST.

All other terms and conditions remain unchanged.

HQ.

V.C.

MONUMENT

BUNKER HILL

CHARLESTOWN

HOOSAC

STORES

NAVY YARD

MAIN ST.

GATE 1

PIER

HOOSAC

GATE 4

FIR

MUSEUM

USS CONSTITUTION

B O

O N

B O R

HALL

OLD SOUTH

MEETING

HOUSE

OLD STATE

HOUSE

V.C.

FANEUIL

HEIGHTS

DORCHESTER

O N

MILK STREET

WAS

HIN

GTO

WATER ST.

OURT STREET

C O N G R E S S

E E T

STATE STREET

TO PAUL REVERE'S HOUSE

AND OLD NORTH CHURCH

DORCHESTER

HEIGHTS

TELEGRAPH ST

H A R B O R

THO

MAS

E E T

W.BROADWAY ST.

CENTER

MEETING

OLD SOUTH

HOUSE

GOVERNMENT

AREA

CHURCH

OLD NORTH

PAUL REVERE

HOUSE

TILESTON ST.

N. BENNET STREET

PARMENTER

CENTER

FANEUIL

ST.

PRINCE STREET

S A

S T.

MUSEUM

E M

S T.

SEXTON'S

HOUSE

SQUARE

NORTH

HALL

GOVERNMENT

AREA

C H

CAMBRIDGE

STREET

STATE

E E T

ESSEX

STREET

BEA

CON

REE

HILL

BEACON

STREET 93

R U

E R

R D

MAINSTREET

NORTH

END

AVENUE

CHARLESTOWN

BOSTON

EAST

PARK

HISTORICAL

NATIONAL

BOSTON

HEIGHTS

DORCHESTER

HOUSE

OLD

STATE

OLD SOUTH

HOUSE

MEETING

BUNKER

HILL

FANEUIL

HALL

CHURCH

OLD

NORTH

HOUSE

PAUL REVERE

NAVY

CHARLESTOWN

YARD

:2 :5

A M

NAME OF PARK

REGION COUNTY STATE

LOCATION WITHIN PARK

TITLE OF DRAWING

BOSTON NATIONAL HISTORICAL PARK

UNITED STATES

DEPARTMENT OF INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

NORTHEAST SUFFOLK MASSACHUSETTS

HOOSAC STORES 1 & 2

TITLE SHEET

DRAWING NO.

PMIS/PKG. NO.

SHEET

DEMOLITION DRAWINGS

BOSTON NATIONAL HISTORICAL PARK

SCALE OF METERS

SCALE OF FEET

500 0 500

150 0 150

SCALE OF METERS

SCALE OF FEET

500 0 500

150 0 150

MASSACHUSETTS

SCALE OF FEET

01,000 1,000

LEGEND

V.C.

HQ.

HISTORICAL PARK BOUNDARY

VISITOR CENTER

PARK HEADQUARTERS

QUALITY DESIGN CERTIFICATION

Prepared in accordance with Design Development (Title I)

Variance from Design Development (Title I) Approved by Superintendent on

Construction Drawing Not Preceded by Design Development (Title I)

Project Manager Date

Drawing No.

Date

Mark Sheet Revision Date Initial

A U

C A D u sc m b fi l0 fa c p ro j\ C N Y G A

W A Y

C A D D A rc h it e c tu re S h e e ts O ri g in a l S e t O f D w g s

S H E E T.

d w g

318750

179511

A/E Firm

CIVIL:

CITY, STATE

STRUCTURAL:

NAME

CITY, STATE

PRIME/ARCH:

MARBLE, FAIRBANKS

NEW YORK, NY

MEP:

NAME

CITY, STATE

HOOSAC BUILDING DEMOLITION

PMIS 318750

INDEX OF DRAWINGS

SUB-SHEET

NO.

TITLE

1 TITLE SHEET

D-1 GENERAL NOTES - SHEET 1 OF 2

D-2 GENERAL NOTES - SHEET 2 OF 2

D-3 EXISTING SITE PLAN

D-4 DEMOLITION SITE PLAN

D-5 FINAL SITE PLAN

D-6 DETAILS - SHEET 1 OF 3

D-7 DETAILS - SHEET 2 OF 3

D-8 DETAILS - SHEET 3 OF 3

D-9 EXISTING FIRST FLOOR PLAN

D-10 EXISTING SECOND FLOOR PLAN

D-11 EXISTING THIRD FLOOR PLAN

D-12 EXISTING FOURTH FLOOR PLAN

D-13 EXISTING FIFTH FLOOR PLAN

D-14 EXISTING SIXTH FLOOR PLAN

D-15 EXISTING NORTH AND EAST ELEVATION

D-16 EXISTING SOUTH ELEVATION

D-17 EXISTING WEST ELEVATION

D-18 EXISTING SECTION

T-1 TRAFFIC MANAGEMENT PLAN - DEMOLITION

T-2 HOOSAC BUILDING DEMOLITION PEDESTRIAN DETOUR PLAN

GENERAL NOTES:

1. THE STATE OF MASSACHUSETTS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AMENDED AUGUST 2013 WITH ALL REVISIONS AND ADDENDA, AND THE MASSACHUSETTS STANDARD DETAILS ARE MADE A PART HEREOF AS FULLY AND COMPLETELY AS IF ATTACHED HERETO. ALL WORK SHALL MEET OR EXCEED THE MASSACHUSETTS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, WITH LATEST REVISIONS. THE LATEST REVISION OF THE STANDARD SPECIFICATIONS

MAY BE OBTAINED AT THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION.

2. THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES AND POST ALL BOND ASSOCIATED

WITH THE SAME, AND COORDINATE WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AS

REQUIRED.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR SHALL

PROVIDE TEMPORARY FENCING AND/OR BARRIERS AROUND ALL OPEN EXCAVATED AREAS IN

ACCORDANCE WITH OSHA FEDERAL, STATE, AND LOCAL REQUIREMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED WORK SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. NO FIELD ADJUSTMENTS IN THE LOCATION OF SITE ELEMENTS SHALL BE MADE WITHOUT THE ENGINEER'S

APPROVAL.

5. IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED, THE

CONTRACTOR SHALL IMMEDIATELY CONTACT AND COORDINATE ANY DEVIATIONS WITH THE

CONTRACTING OFFICER.

6. ANY AREA OUTSIDE OF THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS

ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL SITE WORK SHALL MEET OR EXCEED THE SITE WORK SPECIFICATIONS PREPARED FOR THIS

PROJECT.

8. ALL UTILITIES (LOCATION AND ELEVATION) DEPICTED SHALL BE CONSIDERED APPROXIMATE ONLY, BEFORE COMMENCING SITE WORK IN ANY AREA, CONTACT “DIG SAFE” AT 1-888-DIG-SAFE

(1-888-344-7233) TO ACCURATELY LOCATE UNDERGROUND UTILITIES. ALL DAMAGE TO EXISTING UTILITIES OR STRUCTURES, AND THE COST TO REPAIR THE DAMAGES TO INITIAL CONDITIONS, AS

SHOWN ON THE PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

9. NO EXCAVATION SHALL BE DONE UNTIL COMPANIES ARE PROPERLY NOTIFIED IN ADVANCE. NOTE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL RESPECTIVE UTILITY COMPANIES TO VERIFY AND LOCATE EXISTING UTILITIES.

DEMOLITION NOTES:

1. ALL NOTED UTILITIES TO BE REMOVED AND DISPOSED OF, RELOCATED OR CAPPED REPRESENT ALL

KNOWN SITE CONDITIONS TO BE DEMOLISHED. THE CONTRACTOR SHALL COORDINATE ALL

UNFORESEEN CONDITIONS WITH THE PROJECT ENGINEER, OWNER AND/OR RESPECTIVE UTILITY

COMPANIES PRIOR TO PROCEEDING WITH WORK

GRADING AND UTILITY NOTES:

1. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL CONFORM WITH THE LINES AND

GRADES ON THE PLANS AND SITE WORK SPECIFICATIONS.

2. AT ALL LOCATIONS WHERE EXISTING CURBING OR PAVEMENT ABUT NEW CONSTRUCTION, THE EDGE OF THE EXISTING CURB OR PAVEMENT SHALL BE SAWCUT TO A CLEAN, SMOOTH EDGE. BLEND NEW

PAVEMENT AND CURBS SMOOTHLY INTO EXISTING BY MATCHING LINES, GRADES AND JOINTS.

3. ALL UTILITY COVERS, GRATES, ETC. SHALL BE ADJUSTED TO BE FLUSH WITH THE SURROUNDING

SURFACE OR PAVEMENT FINISH GRADE. RIM ELEVATIONS OF STRUCTURES AND MANHOLES ARE

APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS.

4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATIONS OF PRIVATE UTILITIES BY

THE UTILITY COMPANIES, AS REQUIRED.

5. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE PROVIDED ON A SKETCH TO SCALE OF THE EXISTING UTILITY WITH TIES TO KNOWN POINTS, PHOTOS AND FURNISHED TO THE ENGINEER FOR RESOLUTION.

6. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER AND UTILITY FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FACILITIES

RESULTING FROM CONSTRICTION LOADS SHALL BE RESTORED TO ORIGINAL CONDITION.

7. GAS, ELECTRIC, AND COMMUNICATIONS ROUTING ARE SUBJECT TO REVIEW AND APPROVAL BY

APPROPRIATE UTILITY COMPANIES.

8. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES BY PROVIDING TEMPORARY SUPPORTS OR SHEETING AS REQUIRED AT NO ADDITIONAL COST TO THE

OWNER.

9. ALL GRAVITY SANITARY PIPING SHALL BE SDR-35 PVC. ALL SEWER CONSTRUCTION SHALL CONFORM

TO BOSTON WATER AND SEWER COMMISSION (BWSC) SPECIFICATIONS.

10. EXCAVATION REQUIRED IN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED

DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE CONTRACTOR AND RELEVANT SUBCONTRACTORS SHALL READ AND UNDERSTAND THE NPDES

GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY

(GENERAL PERMIT) AND THE SITE-SPECIFIC SOIL EROSION AND SEDIMENT CONTROL PLAN (SESC)

PREPARED FOR THE PROJECT. ALL EROSION CONTROL SHALL BE IN ACCORDANCE WITH THE

MASSACHUSETTS SOIL EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST REVISION.

2. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONDITIONS ISSUED FOR THE PROJECT BY

THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION (MASSDEP) AND BE

RESPONSIBLE FOR CONFORMANCE WITH ALL PERMIT REQUIREMENTS AND CONSTRUCTION

DOCUMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL TEMPORARY SEDIMENT AND EROSION CONTROLS AS SHOWN ON THESE PLANS AND SHALL MAINTAIN ALL EROSION CONTROL MEASURES AS

NECESSARY DURING THE ENTIRE CONSTRUCTION PERIOD.

4. ANTI-TRACKING PADS SHALL BE PROVIDED AT ALL POINTS OF EGRESS OR INGRESS AND SHALL BE

MAINTAINED TO LIMIT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADS.

5. EROSION CONTROL BARRIERS SHALL BE INSTALLED AS SHOWN ON THE DEMOLITION SITE PLAN PRIOR

TO COMMENCEMENT OF CONSTRUCTION OPERATIONS.

6. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON

A WEEKLY BASIS AND AFTER EACH STORM EVENT OR 0.25 INCH OR GREATER DURING

CONSTRUCTION TO INSURE THAT CHANNELS AND PIPES ARE CLEAR OF DEBRIS AND THAT THE

EROSION CONTROL BARRIERS ARE INTACT. IDENTIFIED DEFICIENCIES SHALL BE CORRECTED

IMMEDIATELY.

7. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS

DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.

8. THE CONTRACTOR SHALL CLEAN AND MAINTAIN EROSION CONTROL BARRIER WHEN SEDIMENT

ACCUMULATES TO ONE HALF THE HEIGHT OF THE BARRIER. MATERIAL COLLECTED FROM THE

SEDIMENTATION BARRIERS SHALL BE REMOVED AS NECESSARY AND DISPOSED IN AN UPLAND AREA.

9. INSTALLATION OF THE EROSION CONTROL BARRIERS AS ILLUSTRATED IS INTENDED TO REPRESENT

THE MINIMUM SEDIMENTATION CONTROL FACILITIES NECESSARY TO MEET ANTICIPATED SITE

CONDITIONS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS CONDITIONS

WARRANT OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.

10. THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT RESERVE OF VARIOUS EROSION CONTROL

MATERIALS ON SITE AT ALL TIMES FOR EMERGENCY PURPOSES OR ROUTINE MAINTENANCE.

11. CATCH BASINS AND STORM DRAIN INLETS SHALL BE PROTECTED WITH APPROPRIATE TEMPORARY

INLET PROTECTION IN ACCORDANCE WITH THE MASSACHUSETTS SOIL EROSION AND SEDIMENT

CONTROL HANDBOOK.

12. DEWATERING WASTE WATER PUMPED FROM EXCAVATIONS SHALL BE CONVEYED BY HOSE TO AN UPLAND AREA AND DISCHARGED INTO STRAW BALE CORRALS OR SEDIMENTATION BAGS. NOTHING

SHALL BE DISCHARGED INTO THE HARBOR.

13. THE CONTRACTOR SHALL NOT REMOVE ANY TEMPORARY SEDIMENT CONTROL BARRIERS UNTIL THE

CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.

14. CONSTRUCTION SITE WASTE MATERIALS SHALL BE PROPERLY CONTAINED ONSITE AND DISPOSED OFF

SITE AT A LOCATION IN ACCORDANCE WITH THE LOCAL AND STATE REGULATIONS.

15. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 14 DAYS UPON COMPLETION OF WORK IN THAT

AREA.

16. ALL DRAINAGE STRUCTURES SHALL BE CLEARED OF ACCUMULATED SEDIMENT PRIOR TO ACCEPTANCE

OF FINAL PROJECT.

17. EROSION AND SEDIMENTATION CONTROLS SHALL BE UTILIZED AS SHOWN ON THE PLANS. POTENTIAL EROSION AND SEDIMENTATION PROBLEMS ASSOCIATED WITH THE CONSTRUCTION OF THE PROJECT SHALL BE AVOIDED THROUGH THE PROJECT SCHEDULING AND THE USE OF APPROPRIATE STANDARD

CONTROLS (MASSACHUSETTS SOIL EROSION AND SEDIMENTATION CONTROL HANDBOOK) AS

ILLUSTRATED ON THE PROJECT PLANS.

18. WHERE EROSION CONTROLS ARE NEEDED ON IMPERVIOUS SURFACES, THE CONTRACTOR SHALL

PROVIDE SAND BAG EROSION CONTROL BARRIER.

19. TEMPORARY DIVERSION (TD) MAY CONSIST OF A DITCH OR SWALE, OR MAY BE ACHIEVED USING

WOOD CHIPS, COIR LOGS, OR SIMILAR MATERIALS.

20. TEMPORARY SEDIMENT TRAPS (TST) AND TEMPORARY SWALES (TSW) SHALL BE SIZED BY THE

CONTRACTOR USING THE PARAMETERS CONTAINED IN THE MASSACHUSETTS SOIL EROSION AND

SEDIMENT CONTROL HANDBOOK.

STORMWATER MANAGEMENT SYSTEM INSPECTION AND MAINTENANCE NOTES:

DURING CONSTRUCTION (CONTRACTOR'S RESPONSIBILITY)

1. THE CONTRACTOR SHALL REMOVE SEDIMENT AND DEBRIS FROM ALL CATCH BASINS, MANHOLES, AND THE DRAINAGE SYSTEM ON A ROUTINE BASIS, IMMEDIATELY FOLLOWING SITE STABILIZATION, AND

PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.

2. THE CLOSED DRAINAGE SYSTEM AND ASSOCIATED STRUCTURES SHALL BE CLEANED AND FLUSHED

BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION, AND THE CONTRACTOR SHALL BE

RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF THE DRAINAGE SYSTEM UNTIL ACCEPTANCE OF

THE SYSTEM BY THE ENGINEER AND THE CITY OF BOSTON. FOLLOWING ACCEPTANCE OF THE

PROPOSED DRAINAGE SYSTEM PROPOSED FOR THIS SITE, THE OWNER OF THE SITE SHALL BE

RESPONSIBLE FOR THE LONG-TERM INSPECTION AND MAINTENANCE OF THE DRAINAGE SYSTEM.

3. ANY ACCUMULATION OF PONDING WATER IN AREAS WITHIN THE LIMITS OF DISTURBANCE, OTHER

THAN DESIGNATED AREAS, SHALL BE REMOVED ACCORDINGLY AND PREVENTED IN THE FUTURE.

POST CONSTRUCTION (OWNER'S RESPONSIBILITY - NPS)

1. TRASH, LITTER, SEDIMENT AND OTHER DEBRIS SHALL BE REMOVED FROM ANY STORMWATER

MANAGEMENT SYSTEM FACILITY (INCLUDING BUT NOT LIMITED TO CATCH BASINS, MANHOLES, INLET, OUTLET AND DIVERSION STRUCTURES AND STORMWATER BEST MANAGEMENT PRACTICES (BMPS) A MINIMUM OF TWO TIMES PER YEAR, PREFERABLY IN THE SPRING AND FALL, AT THE COST OF THE

OWNER.

2. THE LOT SHALL BE SWEPT BY THE OWNER AS EARLY AS POSSIBLE EVERY SPRING AND ONCE IN

THE FALL TO REMOVE SEDIMENTS.

3. ALL CLEANING AND MAINTENANCE OF STORMWATER MANAGEMENT SYSTEMS SHALL BE THE

RESPONSIBILITY OF THE OWNER.

D. D. CHOI

C. W. BAISLY

D-1

GENERAL NOTES

SHEET 1 OF 2

179511

318750

A M

TITLE OF SHEET

BOSTON NATIONAL HISTORICAL PARK

DRAWING NO.

PMIS/PKG. NO.

SHEET

A U

C A D u s c m b fi l0 fa c p ro j\ C N Y G A

W A Y

C A D D A rc h it e c tu re S h e e ts O ri g in a l S e t O f D w g s\ D

G E N 'L

N O

S S Y M B O

A B B R E V .d w g

SUB SHEET NO.

DESIGNED:

TECH. REVIEW:

DATE: 7/20/2023

11:26:34 AM

A/E Firm

PRIME/ARCH:

MARBLE, FAIRBANKS

NEW YORK, NY

SUBCONTRACTOR:

JACOBS

BOSTON, MA

CADD

STORMWATER MANAGEMENT SYSTEM INSPECTION AND MAINTENANCE AND

CATCH BASINS AND AREA DRAINS WITH SUMPS INSPECTION, MAINTENANCE, AND REPAIR NOTES:

1. THE INLET GRATE SHALL NOT BE WELDED TO THE FRAME OR PAVED OVER SO THAT THE SUMP

CAN BE EASILY INSPECTED AND MAINTAINED.

2. CARE SHALL BE TAKEN TO AVOID DAMAGING AND DISPLACING HOODS PLACED ON HOODED OUTLETS

DURING CLEANING.

GENERAL CONSTRUCTION NOTES:

1. ALL CONSTRUCTION DEBRIS SHALL BE DISPOSED OF LEGALLY OFF SITE.

2. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL. DUST CONTROL SHALL INCLUDE THE WATERING

OF UNPAVED ROAD SURFACES AND STREET SWEEPING OF PAVED SURFACES. STREET SWEEPING

SHALL OCCUR ON THE PAVED SURFACES WITHIN THE SITE AND OFF THE SITE WHERE VEHICLE

TRACKING OF SEDIMENTS HAS OCCURRED.

3. ALL SITE WORK SHALL BE SECURED AT THE END OF THE WORK DAY TO REDUCE EROSION AND SEDIMENT PROBLEMS. THIS INCLUDES AS APPLICABLE, COVERING STOCKPILES OF SOIL, INSTALLING TEMPORARY VEGETATION OR BY USING GEOTEXTILES TO COVER DISTURBED AREAS WITH STEEPER

SLOPES.

4. CONSTRUCTION FENCING SHALL BE SET TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL

TIMES AND ADJUSTED AS NECESSARY THROUGHOUT CONSTRUCTION AT NO ADDITIONAL COST TO

THE GOVERNMENT DEPENDING ON PHASING.

5. ALL AREAS DISTURBED WITHIN THE LIMIT OF WORK SHALL BE RESTORED TO EXISTING CONDITIONS

OR BETTER.

UTILITY NOTES:

1. ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE NOTIFIED, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT

RESTORING OR REPAVING.

2. UTILITY WORK WITHIN THE ZONE 10 FT OUTSIDE OF FOUNDATION WALL OF THE BUILDING SHALL CONFORM TO EFFECTIVE BUILDING CODE REQUIREMENTS, AND THE MECHANICAL, ELECTRICAL AND PLUMBING SPECIFICATIONS. UTILITIES, WITHIN THIS AREA (10 FT FROM THE FOUNDATION WALL).

3. CONTRACTOR TO ADJUST UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN-OUTS, UTILITY

MANHOLES, CATCH BASINS, INLETS, ETC.) THAT ARE AFFECTED BY SITE WORK OR GRADE

CHANGES, WHETHER SPECIFICALLY NOTED ON THE PLANS OR NOT.

4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM RECORD INFORMATION

SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE

GOVERNMENT OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND BE FULLY RESPONSIBLE FOR ANY

AND ALL DAMAGES WHICH MAY BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY

LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES.

5. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE

CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR RESOLUTION OF THE

CONFLICT.

6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRICAL). FINAL DESIGN AND LOCATIONS AT THE BUILDING WILL BE PROVIDED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY CONNECTION WITH THE RESPECTIVE COMPANIES

PRIOR TO ANY UTILITY CONSTRUCTION.

7. ALL WORK MUST COMPLY WITH STATE AND LOCAL PERMITS, AS WELL AS THE CITY OF BOSTON

REQUIREMENTS.

BUILDING DEMOLITION GENERAL NOTES:

1. REFER TO SPECIFICATION DIVISION 02 "DEMOLITION" FOR ADDITIONAL DEMOLITION REQUIREMENTS.

COORDINATE PROPOSED METHODS AND OPERATIONS OF DEMOLITION WITH CONTRACTING OFFICER PRIOR TO START OF DEMOLITION WORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUT-OFF, CAPPING AND CONTINUATION OF UTILITY SERVICES AS REQUIRED.

2. DEMOLITION WORK SHALL BE PHASED. REFER TO SPECIFICATION DIVISION 01.

3. INTERRUPTIONS IN DAILY OPERATIONS MUST BE COORDINATED IN ADVANCE WITH CONTRACTING

OFFICER. THIS SHALL INCLUDE SERVICE INTERRUPTIONS AND CONNECTIONS, REMOVAL OF

EQUIPMENT, SHIFTS IN LOCATION OF WORK, MECHANICAL AND ELECTRICAL DISRUPTION, ETC. ANY OF THE ABOVE INTERRUPTIONS REQUIRE A MINIMUM OF THREE FULL WORKING DAYS' NOTICE TO THE CONTRACTING OFFICER. FRIDAY P.M. NOTICE FOR MONDAY A.M. INTERRUPTIONS WILL NOT BE

ACCEPTABLE.

4. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TO MINIMIZE INTERFERENCE WITH

OTHER ADJACENT FACILITIES AND TO AVOID DAMAGE TO SAME. DO NOT CLOSE OR OBSTRUCT

VEHICULAR, CYCLIST OR PEDESTRIAN TRAFFIC WAYS WITHOUT PERMISSION OF THE CONTRACTING

OFFICER.

5. ERECT TEMPORARY ENCLOSURE(S) AROUND ALL EXTERIOR OPENINGS CREATED IN THE BUILDING.

6. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TO REMAIN AS THE PROPERTY

OF THE GOVERNMENT OR NOT DISCLAIMED BY THE GOVERNMENT PRIOR TO THE BEGINNING OF

DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND STORED WHERE DIRECTED BY THE OWNER.

THE CONTRACTOR SHALL VERIFY WITH THE CONTRACTING OFFICER ALL ITEMS TO BE SALVAGED.

7. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SCHEDULED TO BE REMOVED AND NOT REUSED AND DISCLAIMED BY THE GOVERNMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVED ITEMS

ON SITE WILL NOT BE PERMITTED.

8. VERIFY SAVING AND RE-USE OF ALL MISCELLANEOUS ITEMS AND EQUIPMENT NOT SPECIFICALLY LISTED ON THE DRAWINGS OR IN THE SPECIFICATIONS WITH THE CONTRACTING OFFICER PRIOR TO

DEMOLITION.

9. FOR ITEMS TO BE SALVAGED, REFER TO SPECIFICATIONS SECTION 02 05 50: SELECTIVE SALVAGE

AND STORAGE.

A M

TITLE OF SHEET

BOSTON NATIONAL HISTORICAL PARK

DRAWING NO.

PMIS/PKG. NO.

SHEET

A U

C A D u sc m b fi l0 fa c p ro j\ C N Y G A

W A Y

C A D D A rc h it e c tu re S h e e ts O ri g in a l S e t O f D w g s\ D

G E N 'L

N O

S S Y M B O

A B B R E V .d w g

SUB SHEET NO.

DESIGNED:

TECH. REVIEW:

DATE: 7/20/2023

11:27:23 AM

A/E Firm

PRIME/ARCH:

MARBLE, FAIRBANKS

NEW YORK, NY

SUBCONTRACTOR:

JACOBS

BOSTON, MA

CADD

D. D. CHOI

C. W. BAISLY

D-2

GENERAL NOTES

SHEET 2 OF 2

179511

318750

A M

TITLE OF SHEET

BOSTON NATIONAL HISTORICAL PARK

DRAWING NO.

PMIS/PKG. NO.

SHEET

A U

C A D u sc m b fi l0 fa c p ro j\ C N Y G A

W A Y

C A D D A rc h it e c tu re S h e e ts O ri g in a l S e t O f D w g s\ D

E X

N G

N .d w g

SUB SHEET NO.

DESIGNED:

TECH. REVIEW:

DATE: 7/20/2023

11:29:52 AM

A/E Firm

PRIME/ARCH:

MARBLE, FAIRBANKS

NEW YORK, NY

SUBCONTRACTOR:

JACOBS

BOSTON, MA

CADD

D. D. CHOI

C. W. BAISLY

D-3 EXISTING SITE PLAN

179511

318750

0' 10' 20' 40' 80'

0m 5m 10m 20m

GRAPHIC SCALE

AutoCAD SHX Text

CCB

AutoCAD SHX Text

CCB

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BRICK APRON

AutoCAD SHX Text

STEPS

AutoCAD SHX Text

COBBLE

AutoCAD SHX Text

6' CLF

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

FSW

AutoCAD SHX Text

GRN

AutoCAD SHX Text

GRN

AutoCAD SHX Text

GRN

AutoCAD SHX Text

GRN APRON

AutoCAD SHX Text

GRN

AutoCAD SHX Text

BENCH

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ANCHOR

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MISC.

AutoCAD SHX Text

WIF

AutoCAD SHX Text

WIF

AutoCAD SHX Text

MTL

AutoCAD SHX Text

MTL

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

FGC

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VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

FGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text 15.09

AutoCAD SHX Text 15.19

AutoCAD SHX Text 15.27

AutoCAD SHX Text 15.28

AutoCAD SHX Text 15.26

AutoCAD SHX Text 15.23

AutoCAD SHX Text 15.08

AutoCAD SHX Text 14.63

AutoCAD SHX Text 15.71

AutoCAD SHX Text 15.68

AutoCAD SHX Text 15.43

AutoCAD SHX Text 15.52

AutoCAD SHX Text 15.66

AutoCAD SHX Text 15.25

AutoCAD SHX Text 14.90

AutoCAD SHX Text 14.83

AutoCAD SHX Text 14.89

AutoCAD SHX Text 14.83

AutoCAD SHX Text 14.80

AutoCAD SHX Text 14.94

AutoCAD SHX Text 15.16

AutoCAD SHX Text 15.18

AutoCAD SHX Text 15.16

AutoCAD SHX Text 15.04

AutoCAD SHX Text 15.60

AutoCAD SHX Text 15.53

AutoCAD SHX Text 15.42

AutoCAD SHX Text 15.44

AutoCAD SHX Text 15.51

AutoCAD SHX Text 15.48

AutoCAD SHX Text 15.39

AutoCAD SHX Text 14.95

AutoCAD SHX Text 15.20

AutoCAD SHX Text 15.35

AutoCAD SHX Text 15.25

AutoCAD SHX Text 15.16

AutoCAD SHX Text 15.31

AutoCAD SHX Text 14.93

AutoCAD SHX Text 15.03

AutoCAD SHX Text 15.09

AutoCAD SHX Text 15.11

AutoCAD SHX Text 15.08

AutoCAD SHX Text 15.10

AutoCAD SHX Text 14.75

AutoCAD SHX Text 15.18

AutoCAD SHX Text 14.72

AutoCAD SHX Text 14.68

AutoCAD SHX Text 14.64

AutoCAD SHX Text 15.11

AutoCAD SHX Text 15.09

AutoCAD SHX Text 15.96

AutoCAD SHX Text 16.38

AutoCAD SHX Text 16.35

AutoCAD SHX Text 15.90

AutoCAD SHX Text 16.01

AutoCAD SHX Text 14.66

AutoCAD SHX Text 14.67

AutoCAD SHX Text 14.62

AutoCAD SHX Text 14.54

AutoCAD SHX Text 14.49

AutoCAD SHX Text 14.81

AutoCAD SHX Text 14.86

AutoCAD SHX Text 15.02

AutoCAD SHX Text 15.08

AutoCAD SHX Text 15.10

AutoCAD SHX Text 15.56

AutoCAD SHX Text 15.90

AutoCAD SHX Text 16.19

AutoCAD SHX Text 16.54

AutoCAD SHX Text 16.38

AutoCAD SHX Text 16.40

AutoCAD SHX Text 16.36

AutoCAD SHX Text 16.04

AutoCAD SHX Text 17.98

AutoCAD SHX Text 17.32

AutoCAD SHX Text 17.07

AutoCAD SHX Text 16.95

AutoCAD SHX Text 17.96

AutoCAD SHX Text 17.29

AutoCAD SHX Text 17.01

AutoCAD SHX Text 16.95

AutoCAD SHX Text 16.89

AutoCAD SHX Text 15.90

AutoCAD SHX Text 16.34

AutoCAD SHX Text 14.12

AutoCAD SHX Text 17.20

AutoCAD SHX Text 13.34

AutoCAD SHX Text 14.74

AutoCAD SHX Text 14.70

AutoCAD SHX Text 14.47

AutoCAD SHX Text 14.50

AutoCAD SHX Text 14.91

AutoCAD SHX Text 14.96

AutoCAD SHX Text 15.05

AutoCAD SHX Text 15.13

AutoCAD SHX Text 15.12

AutoCAD SHX Text 15.17

AutoCAD SHX Text 14.93

AutoCAD SHX Text 14.67

AutoCAD SHX Text 14.21

AutoCAD SHX Text 14.35

AutoCAD SHX Text 13.49

AutoCAD SHX Text 13.32

AutoCAD SHX Text 13.18

AutoCAD SHX Text 13.24

AutoCAD SHX Text 13.23

AutoCAD SHX Text 13.29

AutoCAD SHX Text 13.53

AutoCAD SHX Text 13.90

AutoCAD SHX Text 14.03

AutoCAD SHX Text 13.98

AutoCAD SHX Text 14.93

AutoCAD SHX Text 15.89

AutoCAD SHX Text 16.37

AutoCAD SHX Text 16.74

AutoCAD SHX Text 17.22

AutoCAD SHX Text 16.49

AutoCAD SHX Text 16.12

AutoCAD SHX Text 13.97

AutoCAD SHX Text 13.89

AutoCAD SHX Text 14.16

AutoCAD SHX Text 16.12

AutoCAD SHX Text

16.46BW

AutoCAD SHX Text

16.47BW

AutoCAD SHX Text

16.54BW

AutoCAD SHX Text 15.8

AutoCAD SHX Text

16.08BC

AutoCAD SHX Text

15.95BC

AutoCAD SHX Text 14.15

AutoCAD SHX Text 14.18

AutoCAD SHX Text 14.26

AutoCAD SHX Text 15.5

AutoCAD SHX Text 15.2

AutoCAD SHX Text 15.3

AutoCAD SHX Text 15.67

AutoCAD SHX Text 15.66

AutoCAD SHX Text 15.70

AutoCAD SHX Text 15.67

AutoCAD SHX Text 15.48

AutoCAD SHX Text 14.76

AutoCAD SHX Text 14.23

AutoCAD SHX Text 14.43

AutoCAD SHX Text 14.22

AutoCAD SHX Text 14.14

AutoCAD SHX Text 14.38

AutoCAD SHX Text 15.04

AutoCAD SHX Text 14.96

AutoCAD SHX Text 13.45

AutoCAD SHX Text 13.12

AutoCAD SHX Text 17.20

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text 15.5

AutoCAD SHX Text 15.3

AutoCAD SHX Text 14.62

AutoCAD SHX Text 14.60

AutoCAD SHX Text 14.58

AutoCAD SHX Text 14.38

AutoCAD SHX Text 14.42

AutoCAD SHX Text 14.76

AutoCAD SHX Text 14.80

AutoCAD SHX Text 14.79

AutoCAD SHX Text 14.87

AutoCAD SHX Text 14.94

AutoCAD SHX Text 15.02

AutoCAD SHX Text 14.97

AutoCAD SHX Text 15.46

AutoCAD SHX Text 15.74

AutoCAD SHX Text 16.13

AutoCAD SHX Text 16.45

AutoCAD SHX Text 17.37

AutoCAD SHX Text 17.51

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text 16.42

AutoCAD SHX Text 16.38

AutoCAD SHX Text 16.18

AutoCAD SHX Text 16.61

AutoCAD SHX Text 16.83

AutoCAD SHX Text 16.89

AutoCAD SHX Text 16.44

AutoCAD SHX Text 16.36

AutoCAD SHX Text 15.95

AutoCAD SHX Text 16.08

AutoCAD SHX Text 16.21

AutoCAD SHX Text 16.28

AutoCAD SHX Text 16.13

AutoCAD SHX Text 16.12

AutoCAD SHX Text

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AutoCAD SHX Text 15.88

AutoCAD SHX Text 15.29

AutoCAD SHX Text 15.88

AutoCAD SHX Text 15.36

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

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AutoCAD SHX Text D

AutoCAD SHX Text H

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text 14.51

AutoCAD SHX Text 14.49

AutoCAD SHX Text 14.35

AutoCAD SHX Text 14.43

AutoCAD SHX Text 14.66

AutoCAD SHX Text 14.46

AutoCAD SHX Text 15.15

AutoCAD SHX Text 14.87

AutoCAD SHX Text 14.75

AutoCAD SHX Text 14.61

AutoCAD SHX Text 14.46

AutoCAD SHX Text 13.93

AutoCAD SHX Text 13.98

AutoCAD SHX Text 14.11

AutoCAD SHX Text 14.55

AutoCAD SHX Text 14.42

AutoCAD SHX Text 14.75

AutoCAD SHX Text 14.97

AutoCAD SHX Text 14.94

AutoCAD SHX Text 15.03

AutoCAD SHX Text 15.29

AutoCAD SHX Text 16.41

AutoCAD SHX Text 12.85

AutoCAD SHX Text 13.14

AutoCAD SHX Text 13.01

AutoCAD SHX Text 13.52

AutoCAD SHX Text 13.98

AutoCAD SHX Text 14.66

AutoCAD SHX Text 15.17

AutoCAD SHX Text 15.80

AutoCAD SHX Text 14.15

AutoCAD SHX Text 13.80

AutoCAD SHX Text 13.71

AutoCAD SHX Text 13.89

AutoCAD SHX Text 14.37

AutoCAD SHX Text 16.39

AutoCAD SHX Text 18.73

AutoCAD SHX Text 18.20

AutoCAD SHX Text 16.93

AutoCAD SHX Text 16.43

AutoCAD SHX Text 15.88

AutoCAD SHX Text 15.97

AutoCAD SHX Text 14.14

AutoCAD SHX Text 14.05

AutoCAD SHX Text 13.90

AutoCAD SHX Text 14.27

AutoCAD SHX Text 16.02

AutoCAD SHX Text 16.14

AutoCAD SHX Text 16.13

AutoCAD SHX Text 14.19

AutoCAD SHX Text S

AutoCAD SHX Text 15.28

AutoCAD SHX Text 15.44

AutoCAD SHX Text 15.49

AutoCAD SHX Text 15.46

AutoCAD SHX Text 15.49

AutoCAD SHX Text 15.47

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 14.27

AutoCAD SHX Text 14.26

AutoCAD SHX Text

14.63TC

AutoCAD SHX Text 14.68

AutoCAD SHX Text 14.27

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 15.66

AutoCAD SHX Text 15.83

AutoCAD SHX Text 15.97

AutoCAD SHX Text 16.05

AutoCAD SHX Text 15.48

AutoCAD SHX Text 15.73

AutoCAD SHX Text 16.11

AutoCAD SHX Text 16.65

AutoCAD SHX Text 16.66

AutoCAD SHX Text 16.36

AutoCAD SHX Text 16.89

AutoCAD SHX Text 17.78

AutoCAD SHX Text 18.12

AutoCAD SHX Text 16.18

AutoCAD SHX Text 16.22

AutoCAD SHX Text 16.31

AutoCAD SHX Text

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AutoCAD SHX Text

16.38TC

AutoCAD SHX Text 14.65

AutoCAD SHX Text 14.32

AutoCAD SHX Text 13.81

AutoCAD SHX Text 14.00

AutoCAD SHX Text 14.01

AutoCAD SHX Text 13.95

AutoCAD SHX Text 13.83

AutoCAD SHX Text 13.64

AutoCAD SHX Text 13.67

AutoCAD SHX Text 13.38

AutoCAD SHX Text 13.32

AutoCAD SHX Text 13.27

AutoCAD SHX Text 13.21

AutoCAD SHX Text 13.24

AutoCAD SHX Text 14.19

AutoCAD SHX Text 14.76

AutoCAD SHX Text 15.48

AutoCAD SHX Text 16.72

AutoCAD SHX Text 16.91

AutoCAD SHX Text 18.14

AutoCAD SHX Text 17.18

AutoCAD SHX Text 16.43

AutoCAD SHX Text 15.45

AutoCAD SHX Text 14.75

AutoCAD SHX Text 14.30

AutoCAD SHX Text 14.06

AutoCAD SHX Text 14.20

AutoCAD SHX Text 14.27

AutoCAD SHX Text 14.45

AutoCAD SHX Text 14.47

AutoCAD SHX Text 14.81

AutoCAD SHX Text 15.44

AutoCAD SHX Text 16.05

AutoCAD SHX Text 16.80

AutoCAD SHX Text 17.55

AutoCAD SHX Text 18.16

AutoCAD SHX Text 18.48

AutoCAD SHX Text 19.54

AutoCAD SHX Text 18.95

AutoCAD SHX Text 17.76

AutoCAD SHX Text 17.15

AutoCAD SHX Text 16.71

AutoCAD SHX Text 16.47

AutoCAD SHX Text 16.52

AutoCAD SHX Text 16.92

AutoCAD SHX Text 18.05

AutoCAD SHX Text 18.78

AutoCAD SHX Text 14.73

AutoCAD SHX Text 14.13

AutoCAD SHX Text 14.26

AutoCAD SHX Text 13.48

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AutoCAD SHX Text 14.26

AutoCAD SHX Text 14.36

AutoCAD SHX Text 15.15

AutoCAD SHX Text 15.40

AutoCAD SHX Text 15.50

AutoCAD SHX Text 15.56

AutoCAD SHX Text 15.55

AutoCAD SHX Text 15.48

AutoCAD SHX Text 15.66

AutoCAD SHX Text 16.15

AutoCAD SHX Text 16.31

AutoCAD SHX Text 16.81

AutoCAD SHX Text 17.36

AutoCAD SHX Text 17.69

AutoCAD SHX Text 15.69

AutoCAD SHX Text 15.82

AutoCAD SHX Text 14.14

AutoCAD SHX Text 13.91

AutoCAD SHX Text 13.86

AutoCAD SHX Text 13.68

AutoCAD SHX Text 13.58

AutoCAD SHX Text 14.08

AutoCAD SHX Text 13.89

AutoCAD SHX Text 13.39

AutoCAD SHX Text 13.27

AutoCAD SHX Text 13.61

AutoCAD SHX Text 13.33

AutoCAD SHX Text 12.91

AutoCAD SHX Text 12.78

AutoCAD SHX Text 12.68

AutoCAD SHX Text 12.81

AutoCAD SHX Text 13.71

AutoCAD SHX Text 14.34

AutoCAD SHX Text 15.03

AutoCAD SHX Text 13.70

AutoCAD SHX Text 13.90

AutoCAD SHX Text 19.09

AutoCAD SHX Text 18.53

AutoCAD SHX Text 17.28

AutoCAD SHX Text 16.56

AutoCAD SHX Text 16.26

AutoCAD SHX Text 16.16

AutoCAD SHX Text 16.49

AutoCAD SHX Text 17.60

AutoCAD SHX Text 18.26

AutoCAD SHX Text 14.41

AutoCAD SHX Text 14.05

AutoCAD SHX Text 13.88

AutoCAD SHX Text O

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AutoCAD SHX Text 15.32

AutoCAD SHX Text 15.33

AutoCAD SHX Text 15.20

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AutoCAD SHX Text 15.29

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AutoCAD SHX Text 16.09

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AutoCAD SHX Text 16.07

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AutoCAD SHX Text 14.87

AutoCAD SHX Text

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AutoCAD SHX Text 14.77

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AutoCAD SHX Text 13.34

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AutoCAD SHX Text 13.94

AutoCAD SHX Text

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AutoCAD SHX Text 17.50

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AutoCAD SHX Text 15.69

AutoCAD SHX Text 14.89

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AutoCAD SHX Text 14.41

AutoCAD SHX Text

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AutoCAD SHX Text 16.4

AutoCAD SHX Text 15.9

AutoCAD SHX Text

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AutoCAD SHX Text 19.13

AutoCAD SHX Text 18.72

AutoCAD SHX Text

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AutoCAD SHX Text 15.5

AutoCAD SHX Text 16.11

AutoCAD SHX Text 16.45

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 17.49

AutoCAD SHX Text 17.99

AutoCAD SHX Text

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AutoCAD SHX Text

COBBLE

AutoCAD SHX Text

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AutoCAD SHX Text 16.36

AutoCAD SHX Text 17.60

AutoCAD SHX Text 17.50

AutoCAD SHX Text 17.03

AutoCAD SHX Text 17.10

AutoCAD SHX Text 16.64

AutoCAD SHX Text

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AutoCAD SHX Text 24"x24"S

AutoCAD SHX Text E

AutoCAD SHX Text

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AutoCAD SHX Text 8"W

AutoCAD SHX Text 4"W

AutoCAD SHX Text S

AutoCAD SHX Text

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AutoCAD SHX Text 24"x30"S(BOX)

AutoCAD SHX Text

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15.00BC

AutoCAD SHX Text 15.26

AutoCAD SHX Text 15.53

AutoCAD SHX Text 15.71

AutoCAD SHX Text 16.05

AutoCAD SHX Text 16.29

AutoCAD SHX Text 16.43

AutoCAD SHX Text

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AutoCAD SHX Text 15.36

AutoCAD SHX Text 15.65

AutoCAD SHX Text 15.58

AutoCAD SHX Text 15.15

AutoCAD SHX Text 15.09

AutoCAD SHX Text 14.90

AutoCAD SHX Text 14.92

AutoCAD SHX Text 14.84

AutoCAD SHX Text 14.59

AutoCAD SHX Text 14.70

AutoCAD SHX Text 14.69

AutoCAD SHX Text 14.84

AutoCAD SHX Text 15.0

AutoCAD SHX Text 16.55

AutoCAD SHX Text 15.4

AutoCAD SHX Text 15.61

AutoCAD SHX Text 15.49

AutoCAD SHX Text 15.27

AutoCAD SHX Text 15.14

AutoCAD SHX Text 15.02

AutoCAD SHX Text

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AutoCAD SHX Text

15.74BW

AutoCAD SHX Text

15.28BW

AutoCAD SHX Text

14.98BW

AutoCAD SHX Text

14.84BW

AutoCAD SHX Text

14.95BW

AutoCAD SHX Text

14.90BW

AutoCAD SHX Text

14.46BW

AutoCAD SHX Text

14.74BW

AutoCAD SHX Text

14.57BW

AutoCAD SHX Text

15.59BW

AutoCAD SHX Text

16.29BW

AutoCAD SHX Text

16.51BW

AutoCAD SHX Text 14.74

AutoCAD SHX Text

14.81BW

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15.30BW

AutoCAD SHX Text

15.35BW

AutoCAD SHX Text

15.31BW

AutoCAD SHX Text

14.63BW

AutoCAD SHX Text

14.58BW

AutoCAD SHX Text

14.64BW

AutoCAD SHX Text

14.69BW

AutoCAD SHX Text

14.58BW

AutoCAD SHX Text

15.12BW

AutoCAD SHX Text

15.05BW

AutoCAD SHX Text

15.10BW

AutoCAD SHX Text

14.94BW

AutoCAD SHX Text 14.98

AutoCAD SHX Text

14.64BW

AutoCAD SHX Text

14.89BW

AutoCAD SHX Text

15.19BW

AutoCAD SHX Text 15.20

AutoCAD SHX Text 15.29

AutoCAD SHX Text 15.28

AutoCAD SHX Text

14.64BW

AutoCAD SHX Text

14.61BW

AutoCAD SHX Text

14.68BW

AutoCAD SHX Text

14.75BW

AutoCAD SHX Text

14.60TW

AutoCAD SHX Text 14.71

AutoCAD SHX Text 14.78

AutoCAD SHX Text 14.94

AutoCAD SHX Text 15.07

AutoCAD SHX Text 15.13

AutoCAD SHX Text 15.26

AutoCAD SHX Text 15.37

AutoCAD SHX Text

15.41BC

AutoCAD SHX Text

15.47BC

AutoCAD SHX Text

15.18BC

AutoCAD SHX Text 15.16

AutoCAD SHX Text 15.00

AutoCAD SHX Text 15.53

AutoCAD SHX Text 15.5

AutoCAD SHX Text 18.55

AutoCAD SHX Text 15.02

AutoCAD SHX Text

14.96BC

AutoCAD SHX Text 16.62

AutoCAD SHX Text 16.17

AutoCAD SHX Text 16.35

AutoCAD SHX Text 16.23

AutoCAD SHX Text 15.93

AutoCAD SHX Text 16.02

AutoCAD SHX Text 14.91

AutoCAD SHX Text 14.87

AutoCAD SHX Text 14.80

AutoCAD SHX Text 15.34

AutoCAD SHX Text 8"

AutoCAD SHX Text 14"

AutoCAD SHX Text 8"

AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

AutoCAD SHX Text 4"

AutoCAD SHX Text 20"

AutoCAD SHX Text

(2) 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text D

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=16.07

AutoCAD SHX Text 14.70

AutoCAD SHX Text 15.4

AutoCAD SHX Text 15.3

AutoCAD SHX Text

AutoCAD SHX Text 14.65

AutoCAD SHX Text 14.59

AutoCAD SHX Text 15.05

AutoCAD SHX Text 15.00

AutoCAD SHX Text 14.28

AutoCAD SHX Text 14.37

AutoCAD SHX Text 14.50

AutoCAD SHX Text 14.62

AutoCAD SHX Text 15.31

AutoCAD SHX Text 15.32

AutoCAD SHX Text 15.34

AutoCAD SHX Text 15.29

AutoCAD SHX Text 15.30

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text 15.59

AutoCAD SHX Text 15.42

AutoCAD SHX Text 15.34

AutoCAD SHX Text 15.28

AutoCAD SHX Text 15.19

AutoCAD SHX Text 15.36

AutoCAD SHX Text 15.27

AutoCAD SHX Text 15.19

AutoCAD SHX Text 15.39

AutoCAD SHX Text

14.81BC

AutoCAD SHX Text 14.83

AutoCAD SHX Text 14.66

AutoCAD SHX Text 14.62

AutoCAD SHX Text 15.86

AutoCAD SHX Text 16.08

AutoCAD SHX Text 15.48

AutoCAD SHX Text 15.16

AutoCAD SHX Text 15.63

AutoCAD SHX Text 15.49

AutoCAD SHX Text 14.85

AutoCAD SHX Text 14.23

AutoCAD SHX Text 14.33

AutoCAD SHX Text 14.34

AutoCAD SHX Text 14.33

AutoCAD SHX Text 14.17

AutoCAD SHX Text

14.32BW

AutoCAD SHX Text 14.09

AutoCAD SHX Text 15.91

AutoCAD SHX Text 15.73

AutoCAD SHX Text 16.06

AutoCAD SHX Text 16.08

AutoCAD SHX Text 14.51

AutoCAD SHX Text 14.45

AutoCAD SHX Text

AutoCAD SHX Text 16.17

AutoCAD SHX Text

15.12BW

AutoCAD SHX Text

16.02BW

AutoCAD SHX Text

14.73BW

AutoCAD SHX Text

15.09BW

AutoCAD SHX Text

15.23BW

AutoCAD SHX Text

15.07BW

AutoCAD SHX Text 14.59

AutoCAD SHX Text 14.60

AutoCAD SHX Text 14.56

AutoCAD SHX Text

15.43BW

AutoCAD SHX Text

15.75BW

AutoCAD SHX Text

15.12BW

AutoCAD SHX Text

14.97BW

AutoCAD SHX Text

15.07BW

AutoCAD SHX Text

16.50BW

AutoCAD SHX Text

16.32BW

AutoCAD SHX Text

16.28BW

AutoCAD SHX Text 16.13

AutoCAD SHX Text

16.05BW

AutoCAD SHX Text

16.20BW

AutoCAD SHX Text

15.34TC

AutoCAD SHX Text 15.46

AutoCAD SHX Text 15.84

AutoCAD SHX Text 16.01

AutoCAD SHX Text 16.34

AutoCAD SHX Text 16.59

AutoCAD SHX Text

16.48TC

AutoCAD SHX Text 15.41

AutoCAD SHX Text 15.42

AutoCAD SHX Text 15.56

AutoCAD SHX Text 15.64

AutoCAD SHX Text

15.69TC

AutoCAD SHX Text

15.86TC

AutoCAD SHX Text

15.44TC

AutoCAD SHX Text 15.46

AutoCAD SHX Text 15.49

AutoCAD SHX Text 15.34

AutoCAD SHX Text 15.95

AutoCAD SHX Text 15.82

AutoCAD SHX Text 15.46

AutoCAD SHX Text

AutoCAD SHX Text 18.0

AutoCAD SHX Text 17.9

AutoCAD SHX Text 18.2

AutoCAD SHX Text 17.5

AutoCAD SHX Text 17.2

AutoCAD SHX Text 19.1

AutoCAD SHX Text 18.1

AutoCAD SHX Text 17.3

AutoCAD SHX Text 19.0

AutoCAD SHX Text 18.6

AutoCAD SHX Text

16.49TW

AutoCAD SHX Text

16.68TW

AutoCAD SHX Text

15.63TW

AutoCAD SHX Text

15.62TW

AutoCAD SHX Text

16.92TW

AutoCAD SHX Text

16.92TW

AutoCAD SHX Text

16.89TW

AutoCAD SHX Text

16.91TW

AutoCAD SHX Text

16.86TW

AutoCAD SHX Text

16.88TW

AutoCAD SHX Text

16.83TW

AutoCAD SHX Text

16.88TW

AutoCAD SHX Text

16.89TW

AutoCAD SHX Text

16.87TW

AutoCAD SHX Text

16.89TW

AutoCAD SHX Text

19.43TW

AutoCAD SHX Text

19.33TW

AutoCAD SHX Text

19.69TW

AutoCAD SHX Text

19.85TW

AutoCAD SHX Text

19.90TW

AutoCAD SHX Text

17.39TW

AutoCAD SHX Text

15.24TW

AutoCAD SHX Text

15.74TW

AutoCAD SHX Text

16.65TW

AutoCAD SHX Text

17.15TW

AutoCAD SHX Text

17.42TW

AutoCAD SHX Text

15.07TW

AutoCAD SHX Text

15.10TW

AutoCAD SHX Text

15.23TW

AutoCAD SHX Text

15.29TW

AutoCAD SHX Text

14.60TW

AutoCAD SHX Text

14.62TW

AutoCAD SHX Text

17.44TW

AutoCAD SHX Text

17.30TW

AutoCAD SHX Text

17.20TW

AutoCAD SHX Text

17.18TW

AutoCAD SHX Text

17.21TW

AutoCAD SHX Text 15.83

AutoCAD SHX Text 15.47

AutoCAD SHX Text 15.02

AutoCAD SHX Text

14.81TC

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text 15.22

AutoCAD SHX Text 15.09

AutoCAD SHX Text 14.44

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text 15.12

AutoCAD SHX Text 14.39

AutoCAD SHX Text 15.00

AutoCAD SHX Text

BIT. CONC.

AutoCAD SHX Text 14.79

AutoCAD SHX Text 15.71

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 17.08

AutoCAD SHX Text 19.76

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 19.81

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 18.90

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 15.58

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 15.25

AutoCAD SHX Text 14.66

AutoCAD SHX Text

16.16TW

AutoCAD SHX Text

16.14TW

AutoCAD SHX Text

GRAN.

AutoCAD SHX Text

16.15TW

AutoCAD SHX Text

16.15TW

AutoCAD SHX Text

GRAN.

AutoCAD SHX Text

16.10TW

AutoCAD SHX Text

GRAN.

AutoCAD SHX Text

16.15TW

AutoCAD SHX Text

GRAN.

AutoCAD SHX Text 15.39

AutoCAD SHX Text 15.1

AutoCAD SHX Text 15.0

AutoCAD SHX Text 15.1

AutoCAD SHX Text 15.4

AutoCAD SHX Text 15.3

AutoCAD SHX Text 15.5

AutoCAD SHX Text 16.9

AutoCAD SHX Text 16.8

AutoCAD SHX Text 16.6

AutoCAD SHX Text 17.7

AutoCAD SHX Text 18.5

AutoCAD SHX Text 18.4

AutoCAD SHX Text 14.8

AutoCAD SHX Text 15.1

AutoCAD SHX Text 17.1

AutoCAD SHX Text 19.8

AutoCAD SHX Text 15.6

AutoCAD SHX Text 15.1

AutoCAD SHX Text 15.4

AutoCAD SHX Text S

AutoCAD SHX Text 3"G

AutoCAD SHX Text

(ABAND.)

AutoCAD SHX Text 14.06

AutoCAD SHX Text 16.91

AutoCAD SHX Text 16.34

AutoCAD SHX Text

VGC

AutoCAD SHX Text 16.77

AutoCAD SHX Text 17.20

AutoCAD SHX Text 17.56

AutoCAD SHX Text

VGC

AutoCAD SHX Text 15.96

AutoCAD SHX Text 16.52

AutoCAD SHX Text

VGC

AutoCAD SHX Text 15.72

AutoCAD SHX Text

VGC

AutoCAD SHX Text 14.97

AutoCAD SHX Text

VGC

AutoCAD SHX Text 15.04

AutoCAD SHX Text 14.21

AutoCAD SHX Text 14.45

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text 14.07

AutoCAD SHX Text 13.78

AutoCAD SHX Text 13.98

AutoCAD SHX Text

VGC

AutoCAD SHX Text 13.71

AutoCAD SHX Text 15.25

AutoCAD SHX Text 14.99

AutoCAD SHX Text 14.86

AutoCAD SHX Text 14.91

AutoCAD SHX Text

GRN APRON

AutoCAD SHX Text 15.91

AutoCAD SHX Text

GRN WALL

AutoCAD SHX Text

16.79TW

AutoCAD SHX Text

14.67BW

AutoCAD SHX Text

BENCHES ON CONC PAD

AutoCAD SHX Text

15.47TC

AutoCAD SHX Text 15.35

AutoCAD SHX Text 14.59

AutoCAD SHX Text

RAILROAD TRACKS

AutoCAD SHX Text

GRN WALL

AutoCAD SHX Text

GRN WALL

AutoCAD SHX Text

COBB

AutoCAD SHX Text

COBB

AutoCAD SHX Text

GRAN. PAVERS

AutoCAD SHX Text

GRAN. PAVERS

AutoCAD SHX Text

GRANITE MONUMENT

AutoCAD SHX Text

GRANITE BENCH

AutoCAD SHX Text

WIF

AutoCAD SHX Text

WIF

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 8"

AutoCAD SHX Text

RAILROAD TRACKS

AutoCAD SHX Text

RAIL STOP

AutoCAD SHX Text

MTL STEPS

AutoCAD SHX Text

TH=19.18

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

TH=18.79

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.39

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.82

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.77

AutoCAD SHX Text

GRANITE PAVERS

AutoCAD SHX Text

GRANITE PAVERS

AutoCAD SHX Text

GRANITE PAVERS

AutoCAD SHX Text

15.94BW

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

VGC

AutoCAD SHX Text 17.64

AutoCAD SHX Text 18.11

AutoCAD SHX Text 17.82

AutoCAD SHX Text

10"D (DI)

AutoCAD SHX Text I=0.0

AutoCAD SHX Text

8"S (BRICK)

AutoCAD SHX Text

15"D (DI)

AutoCAD SHX Text 2"D

AutoCAD SHX Text 3"D

AutoCAD SHX Text 6"D

AutoCAD SHX Text "A"

AutoCAD SHX Text "B"

AutoCAD SHX Text "C"

AutoCAD SHX Text 15.17

AutoCAD SHX Text 14.72

AutoCAD SHX Text D

AutoCAD SHX Text

SHEET PILES W/CONC. CAP

AutoCAD SHX Text

SHEET PILES W/CONC. CAP

AutoCAD SHX Text

SHEET PILES

AutoCAD SHX Text

24"D (RCP)

AutoCAD SHX Text 15"D

AutoCAD SHX Text

12"D (RCP)

AutoCAD SHX Text

12"D (RCP)

AutoCAD SHX Text

15"D (RCP)

AutoCAD SHX Text

15"D (RCP)

AutoCAD SHX Text

12"D (RCP)

AutoCAD SHX Text

12"D (RCP)

AutoCAD SHX Text

12"D (RCP)

AutoCAD SHX Text 12"S

AutoCAD SHX Text

12"S (BRICK)

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text 24"x30"S (BRICK) MWRA

AutoCAD SHX Text

CROSSWALK

AutoCAD SHX Text

15" DRAIN OVER

AutoCAD SHX Text 24"x30"S (BRICK)

AutoCAD SHX Text 14.42

AutoCAD SHX Text

VGC

AutoCAD SHX Text

D REC

AutoCAD SHX Text

10"D (DI)

AutoCAD SHX Text

ABAND.

AutoCAD SHX Text

14.32BC

AutoCAD SHX Text

14.38BC

AutoCAD SHX Text 24"x30"S(BOX)

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.88

AutoCAD SHX Text E

AutoCAD SHX Text

15"D (RCP)

AutoCAD SHX Text E

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text

CHAIN FENCE

AutoCAD SHX Text T

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=16.46

AutoCAD SHX Text Now or Formerly UNITED STATES OF AMERICA BOSTON NATIONAL HISTORICAL TRACT P-1 CIVIL ACTION NUMBER 77-1848-Z NO RECORDED LEGAL REFERENCE FOUND PARCEL ID 203595000

AutoCAD SHX Text

LOT AREA = 26,616 SQ. FT.

AutoCAD SHX Text Now or Formerly MASSACHUSETTS PORT AUTHORITY NO LEGAL REFERENCE FOUND PARCEL ID 203594300

AutoCAD SHX Text Now or Formerly CONSTITUTION PLAZA ASSOCIATES DEED BOOK 12160, PAGE 52 PARCEL ID 2035940000

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.62

AutoCAD SHX Text

ENT.

AutoCAD SHX Text

TH=18.61

AutoCAD SHX Text Now or Formerly UNITED STATES OF AMERICA NO LEGAL REFERENCE FOUND PARCEL ID 203595000

AutoCAD SHX Text

ZONE X(UNSHADED)

AutoCAD SHX Text

ZONE AE

AutoCAD SHX Text

#115 6 STORY BRICK BUILDING

AutoCAD SHX Text (S.H.L.O. 3818)

AutoCAD SHX Text

CONSTITUTION ROAD

AutoCAD SHX Text

(PUBLIC - VARIABLE WIDTH)

AutoCAD SHX Text I=13.3 "A" I=13.2 "B" I=11.7 "C"

AutoCAD SHX Text

OHW

AutoCAD SHX Text 16.71

AutoCAD SHX Text 17.05

AutoCAD SHX Text 16.65

AutoCAD SHX Text 16.94

AutoCAD SHX Text 3"G

AutoCAD SHX Text I=9.5

AutoCAD SHX Text I=9.2

AutoCAD SHX Text

TT=9.0

AutoCAD SHX Text I=8.0

AutoCAD SHX Text I=6.6

AutoCAD SHX Text I=10.6

AutoCAD SHX Text

TT=7.8

AutoCAD SHX Text I=3.7

AutoCAD SHX Text

TT=11.7

AutoCAD SHX Text I=(-0.4)

AutoCAD SHX Text I=11.1

AutoCAD SHX Text I=9.9

AutoCAD SHX Text I=9.4

AutoCAD SHX Text I=9.1

AutoCAD SHX Text I=8.7

AutoCAD SHX Text I=8.6

AutoCAD SHX Text I=8.9

AutoCAD SHX Text I=9.2

AutoCAD SHX Text I=8.7

AutoCAD SHX Text

TT=11.4

AutoCAD SHX Text I=8.7

AutoCAD SHX Text I=9.1

AutoCAD SHX Text I=8.2

AutoCAD SHX Text I=6.0

AutoCAD SHX Text I=5.7

AutoCAD SHX Text I=8.3

AutoCAD SHX Text I=9.1

AutoCAD SHX Text I=11.6

AutoCAD SHX Text I=12.0

AutoCAD SHX Text I=13.1

AutoCAD SHX Text I=11.7

AutoCAD SHX Text I=5.5

AutoCAD SHX Text I=5.7

AutoCAD SHX Text I=5.9

AutoCAD SHX Text I=5.2

AutoCAD SHX Text I=4.7

AutoCAD SHX Text I=2.0

AutoCAD SHX Text I=1.4

AutoCAD SHX Text I=0.6

AutoCAD SHX Text

INACC.

AutoCAD SHX Text

INACC.

AutoCAD SHX Text I=12.7

AutoCAD SHX Text I=10.3

AutoCAD SHX Text I=10.5

AutoCAD SHX Text I=10.2

AutoCAD SHX Text

TOW=11.7

AutoCAD SHX Text

TOW=11.9

AutoCAD SHX Text 3"G

AutoCAD SHX Text 16.90

AutoCAD SHX Text 17.06

AutoCAD SHX Text 17.52

AutoCAD SHX Text 18.37

AutoCAD SHX Text 17.93

AutoCAD SHX Text 3"G

AutoCAD SHX…

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File details come from the government source that posted it. Updated Dec 18, 2023.