36C78619B0007-009.pdf

PDF 23 MB Posted Mar 15, 2019

Attached to: CONTRACT AWARD | CONTRACTOR: HAMILTON PACIFIC CHAMBERLAIN LLC | IFB (FY-19) | MEMPHIS NATIONAL CEMETERY | PROJECT #860IC3027 | RENOVATE SITE AND BUILDINGS TO CORRECT FCA | SUBJCET TO AVAILABILITY OF FY-19 FUNDS. PM: HOMAYOUN
Solicitation number: 36C78619B0007
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0007 Drawings 860IC3027 - 1.pdf

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201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

MEMPHIS NATIONAL CEMETERY

MEMPHIS, TENNESSEE

MAINT. BLDGS AND SITE IMPROVEMENTS

PROJECT NUMBER: 860CM3017C

BID DOCUMENTS

JUNE 02, 2017

VETERANS AFFAIRS

DEPARTMENT OF

NOTE: THESE DOCUMENTS ARE INTENDED TO BE VIEWED AT THE

ORIGINAL SIZE OF 30" x 42".

LOCATION MAP MEMPHIS, TENNESSEE

NOT TO SCALE

VICINITY MAP MEMPHIS, TENNESSEE

AERIAL MEMPHIS, TENNESSEE

A r k a n s a s

T e n n e s e e

A r k a n s a s T e n n e s e e

PLEASANT

MEMPHIS

GERMANTOWN

BARTLETT

Tennessee

Mississippi

Tennessee

Mississippi

LENOX

EGYPT

JERICHO

MARION

WOODSTOCK

OAKVILLE

WHITEHAVEN

EDMONSON

CRAWFORDSVILLE

LYNCHBURG

PROJECT

SITE

LAKELAND

OAKLAND

COLLIERVILLE

CORDOVA

PROJECT

SITE

C H

E L S

E A

A V

E . T

BAYLISS AVE.

R A

H A

I G

H L A

W E

L L

T I O

WALES AVE.

GREY RD.

FAIRMONT AVE.

T o w n e s v e

G r y d

J a c k s o n e

S a l m t

C h e l s a e

B a y l i e

J a c k s n e

Grey Rd.

E l l i t d

Project Site

CIVIL ENGINEERING

PROFESSIONAL SEAL

PLUMBING ENGINEERING

PROFESSIONAL SEAL PROFESSIONAL SEAL

ARCHITECTURE

PROFESSIONAL SEAL

LANDSCAPE ARCHITECTURE

PROFESSIONAL SEAL

ELECTRICAL ENGINEERING

PROFESSIONAL SEAL

STRUCTURAL ENGINEERING

MECHANICAL ENGINEERING

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

500 GRISWOLD STREET

SUITE 1700

DETROIT, MI 48226

313.983.3600 www.smithgroupjjr.com

201 DEPOT STREET

SECOND FLOOR

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

201 DEPOT STREET

SECOND FLOOR

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

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AutoCAD SHX Text D

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SECURITY

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ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

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OFFICE OF DESIGN AND CONSTRUCTION

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AutoCAD SHX Text 6/2/17

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COVER SHEET

AutoCAD SHX Text X1.01

AutoCAD SHX Text

AutoCAD SHX Text vacoKazemih Rectangle vacoKazemih Rectangle vacoKazemih Text Box

860IC3027

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

Memphis National Cemetery Sheet Index Ref No. Sheet Number Sheet Title

X1.01 COVER SHEET

003 D1.01 DEMOLITION - OVERALL

004 D1.02 DEMOLITION - ADMIN + MAINTENANCE AREA

005 D1.03 DEMOLITION - FRONT ENTRY

D1.04 DEMOLITION - DETAILS

C1.01007

C1.02 LAYOUT - ADMIN + MAINTENANCE AREA008

C1.03009

C1.04 LAYOUT - ENTRY + MEMPHIS DRIVE010

C1.05 LAYOUT - MEMPHIS DRIVE011

C1.06 LAYOUT - MORGAN DRIVE012

C1.07 LAYOUT - SHILOH CIRCLE

C1.10 TYPICAL PAVEMENT SECTIONS014

C1.11 PAVEMENT DETAILS015

C1.12 SITE DETAILS016

C1.13 SITE FURNISHINGS017

C1.14 ASSEMBLY AREA DETAILS018

C2.01 GRADING + UTILITIES - OVERALL019

C2.02 GRADING + UTILITIES - ADMIN + MAINTENANCE AREA020

C2.03 GRADING + UTILITIES - FRONT ENTRY021

C2.04 GRADING + UTILITIES - ENTRY + MEMPHIS DRIVE022

C2.05 GRADING + UTILITIES - MEMPHIS DRIVE023

C2.06 GRADING + UTILITIES - MORGAN DRIVE024

C2.07 GRADING + UTILITIES - SHILOH CIRCLE025

C2.10 UTILITY DETAILS026

C2.11 ROAD PROFILES027

C2.12 ROAD PROFILES028

C2.13 ROAD PROFILES029

C2.14 ROAD PROFILES030

C2.15 STORM SEWER PROFILES031

C2.16 STORM SEWER PROFILES032

C2.17 STORM SEWER PROFILES033

L3.01 LANDSCAPE - OVERALL034

L3.02 LANDSCAPE - ADMIN + MAINTENANCE AREA035

L3.03 LANDSCAPE - FRONT ENTRY036

L3.10 LANDSCAPE DETAILS

X1.02 INDEX SHEET

NOTE: THESE DOCUMENTS ARE INTENDED TO BE VIEWED AT THE

ORIGINAL SIZE OF 30" x 42".

SURVEY - ENTRANCE & MEMPHIS DRIVE SOUTHWEST

B1.01

SURVEY - ADMIN & MAINTENANCE

B1.02

SURVEY - MEMPHIS DRIVE WEST

B1.03

B1.04

SURVEY - MEMPHIS DRIVE NORTHB1.05

SURVEY - MEMPHIS DRIVE EASTB1.06

SURVEY - MEMPHIS DRIVE SOUTHB1.07

SURVEY - SHILOH CIRCLE

B1.08

SURVEY - MORGAN DRIVE EAST

B1.09

SURVEY - COMMITTAL SHELTER SITE

B1.10 B1.11

SURVEY - OVERALL

SURVEY - MORGAN DRIVE WEST

SURVEY - STORM SEWERSB1.12

Memphis National Cemetery Sheet Index Ref No. Sheet Number Sheet Title

SF6.11

ES0.02 ELECTRICAL SCHEDULES PLAN

ES2.01 POWER PLAN

ES3.01 ELECTRICAL LIGHTING PLAN

ES4.01 FIRE ALARM PLAN

ES5.01 ELECTRICAL RISER DIAGRAM

ES5.02 TELECOM DETAILS

ES6.01 ELECTRICAL DETAILS

ES7.01 LIGHTING FIXTURE SCHEDULE

ES8.01 ELECTRICAL PANEL BOARD SCHEDULES

MH0.01 MECHANICAL ABBREVIATIONS AND SYMBOLS

MHD2.01 MAINTENANCE OFFICE DEMOLITION PLAN

MH2.02 MAINTENANCE OFFICE AND SHED HVAC PLAN

MH3.01 MECHANICAL PIPING PLAN

MH6.01 DETAILS

MH7.01 MECHANICAL SCHEDULES

MH8.01 MECHANICAL CONTROL LEGEND

MH8.02 MECHANICAL CONTROLS

PL0.01 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

PLD2.01 PLUMBING DEMOLITION PLAN- MAINTENANCE BLDG

PL2.02 PLUMBING FLOOR AND ROOF PLAN- STORAGE BLDG

PL2.03 PLUMBING FLOOR AND ROOF PLAN- MAINTENANCE BLDG

PL5.01 PLUMBING RISER DIAGRAMS

PL7.01 PLUMBING SCHEDULES

SC0.01 REFERENCE SHEET

SC1.01 PUBLIC INFORMATION CENTER

SC1.02 MAINTENANCE BUILDING

SC1.03 PUBLIC INFORMATION CENTER- CONDUIT LAYOUT

SC1.04 MAINTENANCE BUILDING- CONDUIT LAYOUT

SC5.01 DETAIL SHEET

SC5.02 DETAIL SHEET

SC6.01 RISER DIAGRAM

ES0.01 ELECTRICAL ABBREVIATIONS AND SYMBOLS

Memphis National Cemetery Sheet Index Ref No. Sheet Number Sheet Title

AS0.07

ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

AS1.11

TYPICAL TOILET ROOM MOUNTING HEIGHTS AND STALL CONFIGURATION DIAGRAM

AS1.21

TYPICAL MOUNTING HEIGHTS AND DIMENSIONING CONVENTIONS

AS3.01

AS4.01

TYPICAL REFLECTED CEILING PLAN LOCATIONS AND CONFIGURATIONS

ISONOMETRIC VIEWS

AS4.52

STORAGE FLOOR AND ROOF PLAN

AS4.54

MAINTENANCE BUILDING FLOOR AND ROOF PLAN

PUBLIC INFORMATION CENTER- EXTERIOR ELEVATIONS

STORAGE AND MAINTENANCE BUILDING EXTERIOR ELEVATIONS

AS5.04

AS5.11

PIC ADMIN, MAINTENANCE, AND STORAGE REFLECTED CEILING PLANS

AS5.13

BUILDING SECTIONS

AS5.22

AS9.01

MAINTENANCE AND STORAGE BUILDING - WALL SECTIONS

AS9.02

INTERIOR ELEVATIONS

AS9.03

LOCKER ROOMS- ENLARGED PLAN AND ELEVATIONS

AS9.11

AS9.31

AS9.32

ENLARGED SECTION DETAILS

AS9.41

PLAN DETAILS

SS0.01

PLAN DETAILS

SS0.02

CASE WORK DETAILS

SS0.03

FINISH AND MATERIAL SCHEDULE

SS0.04

PARTITION TYPES AND DETAILS

PARTITION DETAILS

SB1.11

PAVING PLAN

SB2.11

DOOR TYPES AND SCHEDULE

SB2.21

WINDOW TYPES

SB2.31

INTERIOR SIGNAGE

SF3.11

STRUCTURAL ABBREVIATIONS AND LEGEND

SF3.21

STRUCTURAL GENERAL NOTES

SF3.31

STRUCTURAL GENERAL NOTES AND SPECIAL INSPECTION SCHEDULE

WIND CLADDING LOAD DIAGRAMS

AS1.00

PARTIAL DEMOLITION PLANS

LAYOUT - OVERALL

C1.03 - LAYOUT - FRONT ENTRY

SEISMIC REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS

AS4.34

AS0.06

AS0.05

AS0.04

AS0.03

AS0.02

AS0.01

AD1.01

BUILDING CODE SUMMARY

TYPICAL RULES FOR MOUNTING HEIGHTS AND LOCATIONS

PIC AND MAINTENANCE BUILDING - LAYOUT PLANS

AS2.01

AS2.11

STORAGE BUILDING FOUNDATION ROOF FRAMING PLAN

FOUNDATION SCHEDULES, SECTION AND DETAILS

TYPICAL GRADE WALL SECTION AND DETAILS

SLAB ON GRADE SECTIONS AND DETAILS

COLUMN SCHEDULE, SECTIONS AND DETAILS

STEEL FRAMING SECTIONS AND DETAILS

STEEL ROOF SECTIONS AND DETAILS

MASONRY SCHEDULES, SECTIONS, AND DETAILS

SF5.11

SF5.12

ES1.01 ELECTRICAL SITE PLAN

SB2.22 GRADE WALL SECTIONS AND DETAILS

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

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AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

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AutoCAD SHX Text C

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AutoCAD SHX Text Office of Construction and Facilities Management

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SECURITY

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ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 6/2/17

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INDEX SHEET

AutoCAD SHX Text X1.02

AutoCAD SHX Text

VACOTERANL

PLANTER

CONCRETE PAD

OVERHEAD ROOF

FLAGPOLE

LANDSCAPE AREA

GRASS

LANDSCAPE AREA

CONC. PAD

FOR GARBAGE CAN

ADMINISTRATION/MAINTENANCE COMPLEX

DEMOLITION PLAN. SEE SHEET D1.02

FRONT ENTRY DEMOLITION PLAN. SEE DETAIL

2, SHEET D1.03

REMOVE CONCRETE STANCHIONS ALONG

ROADS, TYP. STANCHIONS LOCATED (APPROX.

16 FEET ON CENTER) ALONG BOTH SIDES OF

ROAD

REMOVE STORM SEWER AND STRUCTURES

REMOVE CONCRETE STANCHIONS (APPROX. 16 FT. O.C.)

ALONG ONE SIDE OF ROAD.

REMOVE STORM SEWER

REMOVE CONCRETE CURB, TYP.

REFER TO LAYOUT DRAWINGS FOR SAWCUT

LOCATIONS

REMOVE ASPHALT PAVEMENT TO FULL DEPTH,

SEE SHEET C1.06 FOR LIMITS

REMOVE ASPHALT PAVEMENT TO FULL DEPTH,

SEE SHEET C1.06 FOR LIMITS

REMOVE FULL DEPTH ASPHALT PAVEMENT,

TYP.

REMOVE STORM SEWER AND STRUCTURES

REMOVE CONCRETE CURB TYP.

REMOVE CONCRETE CURB AND GUTTER

REMOVE CONCRETE CURB TYP.

MILL PARTIAL DEPTH ASPHALT PAVEMENT

PROTECT STORM SEWER AND STRUCTURES

Site Preparation And Demolition Legend

HARDSCAPE

REMOVE BUILDING

MILL PARTIAL-DEPTH ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT AND SIDEWALK

REMOVE CONCRETE CURB AND GUTTER

SAWCUT PAVEMENT

SITE FEATURE

REMOVE OR ABANDON AS NOTED ON PLAN

RELOCATE

PROTECT

REMOVE CHAIN LINK FENCE

CONSTRUCTION FENCE

ABANDON UTILITY LINE, REMOVE AS NECESSARY

VEGETATION

REMOVE TREE

PROTECT TREE

TREE TRUNK PROTECTION

TREE PROTECTION FENCE

REMOVE FULL-DEPTH ASPHALT PAVEMENT

REMOVE ALL ASPHALT, BASE TO REMAIN

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

OVERALL SITE - DEMOLITION PLAN

PLAN 1"= 80' - 0"

0 160'80'40'

(NOT TO SCALE)

KEY PLAN

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

GENERAL DEMOLITION NOTES:

1. SEE ARCHITECTURAL DEMOLITION SHEETS FOR ADDITIONAL INFORMATION ON BUILDING DEMOLITION.

2. SEE LAYOUT SHEETS FOR REMOVAL LIMIT STATIONING.

3. CONTRACTOR MUST VISIT THE SITE AND STUDY EXISTING PHYSICAL CONDITIONS, REVIEW CONTRACT DOCUMENTS, AND REACH THEIR OWN CONCLUSIONS ON WORK NECESSARY TO ACCOMPLISH INTENDED

RESULTS DESCRIBED BY THE CONTRACT DOCUMENTS.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL PLAN SUBMITTALS AS REQUIRED INCLUDING STORMWATER MANAGEMENT. THE CONTRACTOR IS RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED

ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVE (COTR) PRIOR TO COMMENCEMENT OF DEMOLITION

OPERATIONS.

6. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR

DANGER TO USERS OF THE ADJACENT SITE AND NOT INTERFERE WITH ITS OPERATION.

7. AUTHORIZED CONTRACTOR WORK HOURS ARE WEEKDAYS (EXCLUDING HOLIDAYS) BETWEEN THE HOURS OF 8:00 AM AND 4:30 PM. EXTENDED WORK HOURS MAY BE PERMITTED IF AUTHORIZED IN WRITING BY THE COTR AND CEMETERY DIRECTOR. PROVIDE DIRECTOR 72-HOUR NOTICE OF REQUESTED WORK DAY/HOUR

EXCEPTION.

8. CONTRACTOR IS RESPONSIBLE FOR SECURING THE PROJECT AREA AND FOR STORING AND SECURING THEIR

PROPERTY AND EQUIPMENT.

9. IF AREAS OTHER THAN THOSE IDENTIFIED ARE DISTURBED, CONTRACTOR SHALL RETURN AREA TO

PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

1. THE CONTRACTOR SHALL SECURE AND COMPLY WITH ALL PERMIT REQUIREMENTS FOR SOIL EROSION AND

SEDIMENTATION CONTROL (SESC).

2. THE CONTRACTOR SHALL INSTALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR

TO COMMENCEMENT OF DEMOLITION OR CONSTRUCTION ACTIVITIES.

3. EROSION AND ANY SEDIMENT FROM WORK ON THIS SITE SHALL BE CONTAINED WITHIN THE WORK AREA AND NOT BE ALLOWED TO COLLECT ON ANY OFF-SITE AREAS, OR DISCHARGE INTO THE STORM SEWER SYSTEM.

4. ALL SOIL, MISCELLANEOUS DEBRIS, OR OTHER MATERIALS SPILLED, DUMPED, OR OTHERWISE DEPOSITED ON PUBLIC STREETS, HIGHWAYS, SIDEWALKS, OR OTHER PUBLIC THOROUGHFARES DURING TRANSIT TO OR FROM

THE SITE SHALL BE REMOVED PROMPTLY.

5. CONTRACTOR SHALL UTILIZE PORTABLE WHEEL WASH OR OTHER APPROVED MEASURES TO MINIMIZE MUD TRACKING TO ADJACENT ROADS. THE CONTRACTOR WILL ALSO PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF-SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. IF THERE IS

TRACKING, SWEEPING COULD BE REQUIRED AS FREQUENTLY AS AFTER EACH TRUCK LOAD.

6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. CHLORIDE OR

OIL-BASED PRODUCTS WILL NOT BE PERMITTED.

7. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, EMBANKMENT, GRADING AND CLEAN-UP OPERATIONS IN A MANNER SUCH THAT SILTRACEOUS SOIL MATERIALS AND WATERBORNE OBJECTS ARE NOT DISCHARGED INTO

ANY STORM SEWER, OR UNDERGROUND UTILITY SYSTEM.

8. WATER FROM TRENCHES AND OTHER EXCAVATIONS SHALL NOT BE PUMPED DIRECTLY INTO CATCH BASINS OR MANHOLES WITHOUT BEING PROPERLY FILTERED THROUGH AN APPROVED SEDIMENT BASIN. USE GOETEXTILE

FILTER BAGS WHEREVER DEWATERING OCCURS ADJACENT TO INLET.

9. PROTECT ANY CURB INLETS OR OTHER STORMWATER STRUCTURES WITH INLET SEDIMENT TRAP PER DETAIL 2

ON SHEET D1.04

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT.

RECOMMEND INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN

EVENTS OF 1/2" OR GREATER.

11. AFTER THE COMPLETION OF THE PROJECT, ALL SOIL EROSION CONTROL MEASURES ARE TO BE REMOVED BY THE CONTRACTOR AND THE AREAS RESTORED ONLY WHEN PERMITTED BY THE CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE (COTR)/CEMETERY DIRECTOR.

12. ALL VIOLATIONS OF THE SOIL EROSION PLAN AND/OR ADDITIONAL MEASURES DEEMED NECESSARY SHALL BE

CORRECTED WITHIN 24 HOURS OF NOTIFICATION BY THE COTR/CEMETERY DIRECTOR.

13. NO ADDITIONAL PAYMENT WILL BE AUTHORIZED FOR WORK REQUIRED TO SATISFY THE REQUIREMENTS OF

THESE NOTES AND ASSOCIATED DRAWINGS.

1. ALL STRUCTURES, UTILITIES, PAVEMENT AND TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY SITE ELEMENT THAT IS TO REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES, INCLUDING ANY REGRADING, FILLING HOLES, PAVEMENT REPAIR OR PATCHING, ETC., NECESSARY TO REPAIR OR REPLACE THE SITE ELEMENT AT

NO ADDITIONAL COST TO THE GOVERNMENT.

2. COORDINATE THE ADJUSTMENT OF UTILITY STRUCTURES WITH THE APPROPRIATE AGENCIES. NO WORK SHALL BE DONE WITHOUT WRITTEN CONSENT BY UTILITY OWNER. ALL UTILITY STRUCTURES TO REMAIN INCLUDING, BUT NOT LIMITED TO: CLEAN-OUTS, MANHOLES, CATCH BASINS, STRUCTURES, VALVE BOXES, SHUT OFF VALVES, VAULT COVERS, ELECTRICAL VAULT COVERS, ELECTRICAL PULL BOXES, ETC. SHALL BE

ADJUSTED TO FINISH GRADE, UNLESS NOTED OTHERWISE.

3. ALL STORM DRAINS AND AREA DRAINS NEAR PROJECT AREA TO RECEIVE INLET SEDIMENT TRAP PER DETAIL

2 ON SHEET D1.04 DURING DEMOLITION.

4. CONTRACTOR TO SUPPLY, ERECT AND MAINTAIN TEMPORARY CONSTRUCTION FENCING AS INDICATED ON THE PLANS AND AS REQUIRED TO PROVIDE FOR THE PROTECTION OF THE GENERAL PUBLIC AND EXISTING SITE FEATURES. ADDITIONAL CONSTRUCTION FENCE REQUESTED BY THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE (COTR)/CEMETERY DIRECTOR SHALL BE PROVIDED AT NO ADDITIONAL COST.

SITE SHALL BE SECURELY FENCED AT THE END OF EACH WORK DAY. CORING HOLES FOR FENCE POSTS IS NOT PERMITTED IN EXISTING PAVEMENT TO REMAIN. TEMPORARY CONSTRUCTION FENCE TO BE REMOVED FOLLOWING DEMOLITION PRIOR TO SITE RESTORATION. MODIFY PLACEMENT OF FENCE WITH CEMETERY DIRECTOR AND/OR COTR TO ACCOMMODATE PHASING OF CONSTRUCTION, EMERGENCY ACCESS AND

PEDESTRIAN INGRESS/EGRESS AS NECESSARY.

5. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF AND WITHIN THE DRIPLINE OF ALL EXISTING TREES TO REMAIN. PREVENT ANY DISTURBANCE OF EXISTING TREES. PROTECT EXISTING TREES TO REMAIN AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, BRUISING OF BARK, SMOTHERING TREES BY STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS OR PARKING VEHICLES WITHIN THE DRIP LINE.

ANY DAMAGE BY CONTRACTOR TO EXISTING TREES TO REMAIN SHALL BE REPAIRED/REPLACED AT NO COST

TO THE OWNER.

6. CONSTRUCTION FENCE CAN BE UTILIZED WHERE APPROPRIATE AND AS SHOWN FOR BOTH TREE PROTECTION AND CONSTRUCTION FENCE. FIELD VERIFY FENCE LOCATIONS WITH COTR PRIOR TO

INSTALLATION.

7. CONTRACTOR SHALL INSTALL CONSTRUCTION ACCESS GRAVEL ENTRANCE AT ALL LOCATIONS FROM CONSTRUCTION SITE ONTO PAVED ROADS. LOCATIONS SHALL BE IDENTIFIED BY CONTRACTOR IN PHASING

PLAN.

8. CONTRACTOR STAGING AREA CONFINED TO INSIDE OF CONSTRUCTION FENCING. CONTRACTOR TO COORDINATE WITH COTR/CEMETERY DIRECTOR FOR ACCESS TO MAINTENANCE GARAGE AREA DURING

CONSTRUCTION.

9. PUBLIC PEDESTRIAN AND VEHICULAR ACCESS ROUTES TO FACILITIES AND BURIAL SITES SHALL BE PROVIDED AT ALL TIMES DURING THE CEMETERY'S HOURS OF OPERATION. PROVIDE TEMPORARY SIGNAGE AND TRAFFIC CONTROL TO TEMPORARY ROUTES AND PARKING FOR ANY PEDESTRIAN OR VEHICULAR ROUTE WHICH IS UNDER CONSTRUCTION. ALL TRAFFIC CONTROL REQUIRED TO PERFORM WORK SHALL BE THE CONTRACTOR'S RESPONSIBILITY IN ACCORDANCE WITH LOCAL AND TDOT STANDARDS AND SPECIFICATIONS.

CONTRACTOR SHALL COORDINATE ALL TRAFFIC CONTROL MEASURES WITH COTR AND CEMETERY DIRECTOR

PRIOR TO INSTALLATION.

BUILDING DEMOLITION NOTES: SITE DEMOLITION NOTES:

1. EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEYS.

THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

(COTR) OF ANY DISCREPANCIES.

2. EXISTING BUILDINGS TO BE DEMOLISHED SHALL BE REMOVED IN THEIR ENTIRETY FROM THE SITE INCLUDING, BUT NOT LIMITED TO, BUILDING ADDITIONS, BASEMENT WALLS, SLABS, FOUNDATIONS, FOOTINGS, UTILITIES, DRAINAGE PIPES AND STRUCTURES, PAVEMENT, SIDEWALKS, MECHANICAL

EQUIPMENT, FENCES, SIGNS, AND FOUNDATION LANDSCAPING.

3. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OFF-SITE IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES.

4. CONTRACTOR SHALL REMOVE AND SALVAGE ALL ITEMS INDICATED ON THE DRAWINGS. SALVAGED ITEMS SHALL BE CLEANED, PROTECTED AND STORED BY CONTRACTOR UNTIL COMPLETION OF THE

PROJECT.

5. HAZARDOUS MATERIALS ARE PRESENT IN THE STORAGE BUILDING TO BE DEMOLISHED. COMPLIANCE WITH THE NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR POLLUTANTS (NESHAP) IS REQUIRED BY THE CONTRACTOR. THE NESHAP ASBESTOS SURVEY REPORT AND HAZARDOUS MATERIALS REPORT PREPARED BY TTL ASSOCIATES, INC. IS INCLUDED IN THE CONSTRUCTION PROJECT MANUAL FOR REFERENCE. ALL HAZARDOUS MATERIALS ARE TO BE REMOVED AND PROPERLY DISPOSED OF PRIOR TO COMMENCEMENT OF ANY DEMOLITION OPERATIONS. IF ANY UNDOCUMENTED HAZARDOUS MATERIALS ARE ENCOUNTERED, THE COTR SHALL BE NOTIFIED. THOSE MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A MANNER AS APPROVED BY ALL GOVERNING AGENCIES AND IN A LANDFILL OR DISPOSAL FACILITY LICENSED TO ACCEPT HAZARDOUS MATERIAL. THE LODGE BUILDING REFERENCED IN THE NESHAP REPORT HAD BEEN DEMOLISHED AND REMOVED AS PART OF A SEPARATE CONTRACT.

6. CONTRACTOR MUST PROVIDE SPECIFIED INFORMATIONAL SUBMITTALS PRIOR TO ANY ON-SITE ACTIVITY.

1. EXCESS AND/OR UNSUITABLE SOIL MATERIALS FROM DEMOLITION/CONSTRUCTION ACTIVITIES AND SITE GRADING SHALL BE PROPERLY DISPOSED OF OFF-SITE. CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS TO EXCAVATE, TRANSPORT, PLACE, AND DISPOSE OF SOIL MATERIAL.

2. REMOVAL OF EXISTING CONCRETE, PAVEMENT, OR OTHER PAD AREAS SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. AREAS TO BE REMOVED SHALL BE SAW-CUT CLEAN, NEAT, AND TRUE TO LINE. REMOVE ALL NON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURF OR PLANT MATERIAL.

3. PERFORM CLEARING, GRUBBING, STUMP REMOVAL, TOPSOIL STOCKPILE, IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. REMOVE STUMPS AND ROOT SYSTEMS OF TREES AND SHRUBS TO A MINIMUM

DEPTH OF 42” TO ERADICATE FROM SUBGRADE.

4. FOR THE PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL CONTACT THE

TENNESSEE ONCE-CALL SYSTEM (811 OR 800-351-1111) A MINIMUM OF FIVE FULL WORKING DAYS

(EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS) PRIOR TO BEGINNING CONSTRUCTION.

5. ALL EXISTING UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL UTILITY INFORMATION AND COORDINATION WITH SERVICE PROVIDERS. THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH EACH UTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE OR RELOCATE EACH EXISTING UTILITY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION, OR RELOCATION OF UTILITIES IF THE UTILITY

COMPANY DOES NOT BEAR THE RESPONSIBILITY.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CEMETERY DIRECTOR AND ALL THE UTILITY COMPANIES AND DEPARTMENTS A MINIMUM OF 72 HOURS OR AS REQUIRED BEFORE DEMOLITION BEGINS TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON-SITE. ALL VERIFICATIONS, LOCATIONS, SIZE, AND

DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN

EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THE EXCAVATION TO

INSTRUCT AND OBSERVE DURING THE EXCAVATION VERIFYING THAT UTILITIES HAVE BEEN

DISCONNECTED AND CAPPED BEFORE STARTING DEMOLITION OPERATIONS.

7. ALL DEMOLITION AND REMOVAL ACTIVITIES ADJACENT TO EXISTING UTILITIES SUCH AS WATER SHUTOFFS, ELECTRICAL BOXES, STORM/SANITARY SEWER MANHOLES, WATER MANHOLES, ETC. SHALL

BE IN SUCH A MANNER SO AS TO PROTECT EXISTING UTILITIES THAT ARE TO REMAIN.

8. THE SITE MUST BE LEFT FREE OF DEBRIS AND BE GRADED AND RESTORED PER THE CONTRACT

DOCUMENTS.

9. ANY UTILITIES DESIGNATED FOR REMOVAL THAT CROSS EXISTING GRAVESITES SHALL BE ABANDONED IN

PLACE. PIPES SHALL BE CUT AND ENDS GROUTED SOLID.

HAZARDOUS MATERIAL NOTES:

1. THE STORAGE/BREAKROOM BUILDING CONTAINS SMALL QUANTITIES OF HAZARDOUS MATERIALS CONTAINED IN ELEMENTS ATTACHED OR INTEGRAL TO BUILDING SYSTEMS. (SEE NESHAP REPORT, DATED NOV. 9, 2011). CONTRACTOR TO REMOVE AND LEGALLY DISPOSE OF THESE ITEMS IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS & REGULATIONS. RECYCLE SUCH MATERIALS WHERE

POSSIBLE.

2. ACTIVITIES DESCRIBED ABOVE IN NOTE 1 MUST BE COMPLETED PRIOR TO COMMENCEMENT OF GENERAL

BUILDING DEMOLITION.

3. BUILDING MAY CONTAIN LEAD-BASED PAINT ATTACHED TO SOLID ARCHITECTURAL COMPONENTS.

DISPOSE OF ALL GENERAL BUILDING DEMOLITION DEBRIS IN A LANDFILL LICENSED TO ACCEPT

CONSTRUCTION & DEMOLITION (C&D) MATERIALS.

4. MISCELLANEOUS HAZARDOUS SUPPLIES (INSECTICIDES, AEROSOL CANS, CLEANERS, TONER

CARTRIDGES, UNINSTALLED LIGHT BULBS, ETC. AS IDENTIFIED IN THE NESHAP REPORT) WILL BE

REMOVED BY THE VA FROM THE BUILDING PRIOR TO COMMENCEMENT OF THE WORK.

SITE PREPARATION NOTES:

AutoCAD SHX Text

MEMPHIS DRIVE

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MORGAN DRIVE

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SHILOH CIRCLE

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MEMPHIS DRIVE

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MEMPHIS DRIVE

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MEMPHIS DRIVE

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AutoCAD SHX Text Drawn

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CONSULTANTS:

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PIC/ADMIN AND MAINT. BLDGS,

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AND SITE IMPROVEMENTS

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MEMPHIS, TENNESSEE

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LAND. ARCH/CIVIL ENG.:

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MEMPHIS NATIONAL CEMETERY -

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860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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SECURITY

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ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 6/2/17

AutoCAD SHX Text

DEMOLITION - OVERALL

AutoCAD SHX Text D1.01

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AutoCAD SHX Text N

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SCALE 1"=80'

AutoCAD SHX Text

AutoCAD SHX Text N vacoKazemih Rectangle vacoKazemih Text Box

NIC

vacoKazemih Rectangle

CONC. PAD

EQUIPMENT SHED

EQUIPMENT

SHED

1 STORY

BRICK BUILDING

FF ELEV. 98.89'

CONCRETE APPROACH TO GARAGE

1 STORY

BRICK BUILDING

FF ELEV. 98.54'

. S

ASPHALT

GRAVEL / DIRT

GRAVESITE

LOCATOR

CONCRETE SIDEWALK TO BATHROOMS

1.9

LANDSCAPE AREA

CONC.

GRASS

EXTERIOR WALL

(BRICK)

ASPHALT

CONC. RAMP

TO WOMENS

RESTROOM

CONC. PAD FOR

GARBAGE CAN

CONC. PAD FOR

BUILDING ENTRANCE

ROOFTOP

DOWNSPOUT

ROOFTOP

DOWNSPOUT

ROOFTOP

DOWNSPOUT

ROOFTOP

DOWNSPOUT

CONC. RUNOFF

PAD

CONC. RUNOFF

PAD

PLANTERS

RAISED 1 FOOT

ABOVE CONC.

ENTRANCE TO

BUILDING

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

INTERMENTS

(TYP.)

PLUG

REMOVE ASPHALT PAVEMENT

(FULL DEPTH)

PROTECT TREE, TYP.

REMOVE CONCRETE CURB AND GUTTER,

TYP.

REMOVE CANOPY, POSTS, AND

CONCRETE PAVEMENT.

REMOVE CONCRETE PAVEMENT

PROTECT 'BIVOUAC OF THE DEAD'

PLAQUE

ADD TREE TRUNK PROTECTION TO TREE

REMOVE ELECTRONIC GRAVESITE

LOCATOR AND RELOCATE PER SHEET

C1.02 AND ARCHITECTURAL PLANS.

REMOVE EQUIPMENT SHEDS AND CONCRETE

FOUNDATIONS/PADS

REMOVE ENTIRE BUILDING AND FOUNDATION. SEE

ARCHITECTURAL PLANS FOR MORE INFORMATION.

REMOVE EQUIPMENT SHED AND CONCRETE

FOUNDATION/PAD

SALVAGE SIGN POST AND 'PUBLIC

RESTROOMS' AND 'GRAVE LOCATOR' PANELS

AND RELOCATE PER SHEET C1.02.

EXISTING OVERHEAD UTILITY LINES TO

BE REMOVED OR RELOCATED.

COORDINATE WITH ELECTRICAL PLANS

AND LOCAL UTILITY COMPANY.

REMOVE COMMUNICATIONS/LIGHT

POLE AND RELOCATE WIRE PER

ELECTRICAL PLANS.

REMOVE SUPPORT POLES AND

OVERHEAD POWER TO FUEL TANKS

EXISTING

STORAGE/PUBLIC

RESTROOM

BUILDING

EXISTING

ADMINISTRATION/MAINTENANCE

BUILDING

REMOVE ASPHALT PAVEMENT

(PARTIAL DEPTH)

CONSTRUCTION FENCE

GATE (SEE NOTE 1, THIS

SHEET, FOR STAGING

INFORMATION)

REFER TO LAYOUT DRAWINGS FOR

SAWCUT LOCATIONS

MILL PARTIAL DEPTH ASPHALT

PAVEMENT

REMOVE ALL ASPHALT, BASE TO REMAIN

GATE (SEE NOTE 1, THIS

SHEET, FOR STAGING

INFORMATION)

REMOVE ASPHALT PAVEMENT

(FULL DEPTH)

Site Preparation And Demolition Legend

HARDSCAPE

REMOVE BUILDING

MILL PARTIAL-DEPTH ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT AND SIDEWALK

REMOVE CONCRETE CURB AND GUTTER

SAWCUT PAVEMENT

SITE FEATURE

REMOVE OR ABANDON AS NOTED ON PLAN

RELOCATE

PROTECT

REMOVE CHAIN LINK FENCE

CONSTRUCTION FENCE

ABANDON UTILITY LINE, REMOVE AS NECESSARY

REMOVE TREE

PROTECT TREE

TREE TRUNK PROTECTION

TREE PROTECTION FENCE

VEGETATION

REMOVE FULL-DEPTH ASPHALT PAVEMENT

REMOVE ALL ASPHALT, BASE TO REMAIN

0 20'10'5'

ADMINISTRATION + MAINTENANCE AREA

PLAN 1"= 10' - 0"

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

(NOT TO SCALE)

KEY PLAN

NOTES:

1. CONTRACTOR STAGING AREA CONFINED TO INSIDE OF CONSTRUCTION FENCING. CONTRACTOR TO

COORDINATE WITH COTR/CEMETERY DIRECTOR FOR ACCESS TO MAINTENANCE GARAGE AREA DURING

CONSTRUCTION.

2. SEE DEMOLITION AND SITE PREPARATION NOTES ON SHEET D1.01 FOR MORE INFORMATION.

HAZARDOUS MATERIAL NOTES:

POSSIBLE.

2. ACTIVITIES DESCRIBED ABOVE IN NOTE 1 MUST BE COMPLETED PRIOR TO COMMENCEMENT OF GENERAL

BUILDING DEMOLITION.

3. BUILDING MAY CONTAIN LEAD-BASED PAINT ATTACHED TO SOLID ARCHITECTURAL COMPONENTS.

DISPOSE OF ALL GENERAL BUILDING DEMOLITION DEBRIS IN A LANDFILL LICENSED TO ACCEPT

CONSTRUCTION & DEMOLITION (C&D) MATERIALS.

4. MISCELLANEOUS HAZARDOUS SUPPLIES (INSECTICIDES, AEROSOL CANS, CLEANERS, TONER

CARTRIDGES, UNINSTALLED LIGHT BULBS, ETC. AS IDENTIFIED IN THE NESHAP REPORT) WILL BE

REMOVED BY THE VA FROM THE BUILDING PRIOR TO COMMENCEMENT OF THE WORK.

BUILDING DEMOLITION NOTES:

1. EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND VISUAL FIELD SURVEYS.

THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

(COTR) OF ANY DISCREPANCIES.

EQUIPMENT, FENCES, SIGNS, AND FOUNDATION LANDSCAPING.

3. ALL MATERIAL TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

DISPOSED OFF-SITE IN ACCORDANCE WITH ALL STATE, LOCAL AND FEDERAL GUIDELINES.

4. CONTRACTOR SHALL REMOVE AND SALVAGE ALL ITEMS INDICATED ON THE DRAWINGS. SALVAGED ITEMS SHALL BE CLEANED, PROTECTED AND STORED BY CONTRACTOR UNTIL COMPLETION OF THE

PROJECT.

6. CONTRACTOR MUST PROVIDE SPECIFIED INFORMATIONAL SUBMITTALS PRIOR TO ANY ON-SITE ACTIVITY.

AutoCAD SHX Text N

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SCALE 1"=10'

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AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 6/2/17

AutoCAD SHX Text

DEMOLITION - ADMIN + MAINTENANCE AREA

AutoCAD SHX Text D1.02

AutoCAD SHX Text

AutoCAD SHX Text N vacoKazemih Rectangle vacoKazemih Line vacoKazemih Line vacoKazemih

NIC

GRASS

CONC.

LIGHT FACING

FLAGPOLE

LIGHT FACING

FLAGPOLE

GRASS

FLAGPOLE

ELEC.

OUTLET

CONC.

PAD

GRASS

PROTECT FLAGPOLE UPLIGHT.

PROTECT CONDUIT AND WIRING.

REMOVE ASPHALT PAVEMENT (PARTIAL DEPTH)

REMOVE ALL SHRUBS IN CENTER ISLAND

SALVAGE 'FLORAL REGULATIONS' AND

'ATTENTION VISITORS' SIGNS. RELOCATE

PER SHEET C1.03.

RELOCATE MEMPHIS DRIVE

STREET SIGN PER C1.03

RELOCATE 'NO FIREARMS' SIGN

PER C1.03

REFER TO LAYOUT DRAWINGS

FOR SAWCUT LOCATIONS.

REMOVE CONCRETE CURB AND

GUTTER

Site Preparation And Demolition Legend

HARDSCAPE

REMOVE BUILDING

MILL PARTIAL-DEPTH ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT AND SIDEWALK

REMOVE CONCRETE CURB AND GUTTER

SAWCUT PAVEMENT

SITE FEATURE

REMOVE OR ABANDON AS NOTED ON PLAN

RELOCATE

PROTECT

REMOVE CHAIN LINK FENCE

CONSTRUCTION FENCE

ABANDON UTILITY LINE, REMOVE AS NECESSARY

REMOVE TREE

PROTECT TREE

TREE TRUNK PROTECTION

TREE PROTECTION FENCE

VEGETATION

REMOVE FULL-DEPTH ASPHALT PAVEMENT

REMOVE ALL ASPHALT, BASE TO REMAIN

0 20'10'5'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

FRONT ENTRY

PLAN 1" = 10' - 0"

0 20'10'5'

(NOT TO SCALE)

KEY PLAN

NOTES:

1. SEE DEMOLITION AND SITE PREPARATION NOTES ON SHEET D1.01

FOR MORE INFORMATION.

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=10'

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2017/06/02

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text 6/2/17

AutoCAD SHX Text

DEMOLITION - FRONT ENTRY

AutoCAD SHX Text D1.03

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE 1"=10'

AutoCAD SHX Text

PROFILE

EXISTING GROUND

12' MINIMUM

WIDTH

10' MIN.

NON-WOVEN GEOTEXTILE FABRIC

2"-3" CRUSHED ROCK (8" DEPTH)

50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

PLAN VIEW

50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

NOTES:

FLOW

1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO THE INITIATION OF SITE CONSTRUCTION

ACTIVITIES.

2. CARE SHOULD BE TAKEN TO PREVENT MATERIAL MOVEMENT INTO ADJACENT WATERBODIES.

3. CARE SHOULD BE TAKEN TO MAINTAIN EXISTING ROADSIDE DRAINAGE VIA CULVERT INSTALLATION.

4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ADJACENT ROADS AND PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

5. WHEN VISIBLE DIRT AND DEBRIS IS CARRIED ONTO ADJACENT ROADS OR AS REQUIRED BY THE COTR, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO ADJACENT ROADS.

6. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

EXISTING

PAVEMENT/

ROAD

INSTALL CULVERT

IF NECESSARY

5'- 0"

" M

MAXIMUM 10'-0" O.C., TYP.

BLACK STEEL LINE POST

HEAVY DUTY PVC TIES EQ.

SPACED MIN. FOUR PER

POST

HDPE HEAVY DUTY CONSTRUCTION FENCE (SNOW

FENCE) UV STABILIZED, 3200 PSI TENSILE YIELD, 370

LBS. PER FOOT TENSILE STRENGTH, 50-60% MESH

OPENING

ELEVATION

NOTES

1. COLOR SHALL BE BRIGHT ORANGE.

2. MAINTAIN FENCE IN GOOD WORKING ORDER DURING

CONSTRUCTION. INSPECT AT A MINIMUM ONCE A WEEK AND

REPAIR/REPLACE ANY DAMAGED SECTIONS.

3. ENSURE FENCE IS SECURELY ATTACHED TO STEEL POST.

MAINTAIN FENCE FABRIC IN A VERTICAL POSITION WITHOUT

SAGGING. ADD ADDITIONAL POSTS IF NECESSARY.

PLAN

HEAVY DUTY PVC TIES EQ. SPACED

MIN. FOUR PER POST

OVERLAP MIN. ONE POST LENGTH AT

ENDS OF ROLL AND AT CORNERS

MAXIMUM 10'-0" O.C., TYP.

STEP 1

POSTS

FILTER FABRIC

STEP 2

STEP 3

NOTES:

1. PLACE THE END POST OF THE SECOND FENCE INSIDE

THE END POST OF THE FIRST FENCE.

2. ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A

CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH

THE FABRIC MATERIAL.

3. DRIVE BOTH POSTS A MINIMUM OF 1'-0" INCHES INTO THE

GROUND AND BURY THE FLAP.

5'-0" MAX

1'- 0"

2'- 0"

FASTNER- MIN. NO 10 GAGE

WIRE, 4 PER POST REQUIRED

(EVENLY SPACED)

WOOD POST

FILTER FABRIC

ELEVATION

6"1'- 0"

FABRIC ANCHOR DETAIL

FASTNER- MIN. NO 10 GAGE WIRE, 4 PER

POST REQUIRED (EVENLY SPACED)

WOOD POST

FILTER FABRIC

COMPACTED BACKFILL

DIRECTION OF FLOW

NOTES

1. TEMPORARY SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. FENCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE

STABILIZATION.

2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF MDOT SILT FENCE PHYSICAL SPECIFICATIONS PER TABLE 910-1.

3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN.

UNDISTURBED SUBGRADE

EXTEND FABRIC TO 6" BELOW

GRADE AS SHOWN

RECTANGLE INLET FILTERS

(REAR CURB GUARD FLAP

INCLUDED FOR CURB BOX

INLET FILTERS)

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH

BASINS AND STORM INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER

AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR

APPROVED OTHER. CLEAN FILTER AS NEEDED.

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH

BASINS AND STORM INLETS. INLET FILTER TO BE RECTANGLE IPP INLET

FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC

(847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.

ROUND INLET FILTER

OVERFLOW FEATURE

GEOTEXTILE FILTER BAG

WITH REINFORCED

POLYESTER OUTER

MEMBRANE (REAR GUARD

FLAP INCLUDED FOR

CURB BOX INLET FILTERS)

STAINLESS

STEEL LOCKING

BAND

LIFT HANDLES

GALVANIZED STEEL FRAME

GALVANIZED

STEEL

FRAME

LIFT HANDLES

OVERFLOW FEATURESTAINLESS STEEL

LOCKING BAND

GEOTEXTILE FILTER BAG

WITH REINFORCED

POLYESTER OUTER

MEMBRANE

30' MIN.

VARIES

SET 4' HIGH SNOW

FENCE AT DRIP LINE

NO EQUIPMENT OR

COMPACTION

PRESERVE GRADE

RING FENCE AROUND

EXISTING TREE

DRIP LINE

TREE TRUNK - WRAP WITH 2 LAYERS OF BURLAP

VERTICAL 2X4'S, 6' LONG, BEGINNING 6" ABOVE GRADE.

3" GAP BETWEEN 2X4'S.

SECURE 2X4'S WITH METAL STRAPS OR OTHER MEANS

ACCEPTABLE TO OWNER

APPLICATION OF BURLAP, 2X4'S OR STRAPS SHALL

NOT DAMAGE ANY PART OF TREE

18'-0"

2" OD FRAME

3/8"Ø

TRUSS GRADE LINE

DROP ROD

FABRIC

16"

HINGES (TYP.)

4" M

RODS (TYP.)

LATCH ASSEMBLY

CHAIN-LINK

3'- 6"

4" O.D. POST

1'- 0"

LOCKABLE

TEMP. CONCRETE

POST BASE (TYP.)

- 0

3'- 0"

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

CLIPS (TYP.)

LINE POST

TIE WIRES OR

HOG RINGS (TYP.)

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

TIE WIRES OR 6'

TOP RAIL

NOTE:

PROVIDE LOCKABLE SWING GATE AT

ACCESS POINTS. FIELD LOCATE.

CHAIN-LINK FABRIC

(9 GAGE, 2" MESH)

SOIL EROSION CONTROL FENCE

SECTION 1"= 1'-0"

INLET SEDIMENT TRAP

SECTION NOT TO SCALE

TREE PROTECTION FENCE

SECTION NTS

CONSTRUCTION ACCESS GRAVEL ENTRANCE

SECTION 1"= 1'-0"

TREE TRUNK PROTECTION

SECTION 1-1/2"= 1'-0"

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

GATE

SECTION NTS

CONSTRUCTION FENCE

SECTION NTS

AutoCAD SHX Text

DEMOLITION - DETAILS

AutoCAD SHX Text D1.04

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved:

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawing

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

PIC/ADMIN AND MAINT. BLDGS,

AutoCAD SHX Text

AND SITE IMPROVEMENTS

AutoCAD SHX Text

MEMPHIS, TENNESSEE

AutoCAD SHX Text

LAND. ARCH/CIVIL ENG.:

AutoCAD SHX Text

MEMPHIS NATIONAL CEMETERY -

AutoCAD SHX Text

860CM3017C

AutoCAD SHX Text 2016/08/04

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Office of Construction and Facilities Management

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AutoCAD SHX Text Reference

AutoCAD SHX Text Number

AutoCAD SHX Text Revisions:

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SECURITY

AutoCAD SHX Text

ARCHITECTURE/STRUC-MECH-ELEC-PLMB ENG

AutoCAD SHX Text

OFFICE OF DESIGN AND CONSTRUCTION

AutoCAD SHX Text Bid Documents

AutoCAD SHX Text

02JUN17

AutoCAD SHX Text

SEE SHEET C1.06

SEE SHEET C1.02

SEE SHEET C1.04

SEE SHEET C1.07

SEE SHEET C1.06

SEE SHEET C1.03

SEE SHEET C1.06

SEE SHEET C1.05

OPERATIONS YARD

MAINTENANCE BUILDING

ILD

PIC /

ADMINISTRATION

BUILDING

COMMITTAL

SHELTER, N.I.C.

ASSEMBLY

AREA

SEE SHEET C1.07

MORGAN DRIVE

MEMPHIS DRIVE

MORGAN DRIVE

MEMPHIS DRIVE

SHILOH CIRCLE

94+00

BP: 0+00.00

EP: 58+28.09

PI: 24+01.14

PC: 4+18.71

PC: 8+56.84

PC: 24+28.15

PC: 33+72.53

PT: 4+42.04

PT: 8+99.65

PT: 24+80.98

: 3

.00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00

32+00

33+00

34+00

BP: 60+00.00

EP: 81+32.51

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

81+33

BP: 93+00.00

EP: 94+96.02

BP: 82+00.00

PCC: 91+71.40

PCC: 87+47.45

83+00

84+00

85+00

86+00

87+00

88+00

92+00

EP: 92+82.42

PCC: 91+71.40

PCC: 87+47.45

ROAD CENTERLINE

100+00 ROAD CENTERLINE STATIONING

FULL-DEPTH ASPHALT PAVEMENT

PARTIAL-DEPTH ASPHALT PAVEMENT

HEAVY DUTY CONCRETE PAVEMENT

MOUNTABLE CURB & GUTTER

DEPRESSED CURB & GUTTER

PARKING STRIPING

SOIL BORING / PAVEMENT CORING

SITE WALL

FLOWER WATERING STATION

TRASH RECEPTACLE

BOLLARD

SIGN

EXISTING BURIALS

EXISTING PROPERTY FENCE

EXISTING TREE LINE

EXISTING TREE - CONIFEROUS

Legend

GRADING

SAWCUT

CONCRETE SIDEWALK

0 160'80'40'

201 DEPOT STREET

ANN ARBOR, MI 48104

734.662.4457 www.smithgroupjjr.com

901 K STREET NW SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

(NOT TO SCALE)

KEY PLAN

OVERALL SITE - LAYOUT PLAN

PLAN 1"= 80' - 0"

1. CURB DIMENSIONS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE LAYOUT AS DIRECTED BY THE COTR AND

CEMETERY DIRECTOR TO ENSURE PROPER CONNECTION TO EXISTING FACILITIES AND SITE

AMENITIES.

3. PROPOSED CURBS TO BE FIELD STAKED FOR APPROVAL OF THE COTR AND CEMETERY DIRECTOR

PRIOR TO INSTALLATION.

4. HATCH PATTERNS ARE FOR REFERENCE ONLY. HATCHES DO NOT REPRESENT DIRECTIONAL LAYOUT

OR PATTERN OF MATERIALS.

5. CONTRACTOR SHALL SET AUXILIARY BENCHMARKS AS REQUIRED TO LAYOUT AND CONSTRUCT

WORK.

6.…

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