RECONSTRUCT ROADS BID PLANS.pdf

DEPARTMENT OF

VETERANS AFFAIRS

BOURBON COUNTY

FORT SCOTT, KANSAS

RECONSTRUCT ROADS

PROJECT NUMBER: 893CM3017

BID DOCUMENTS

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

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FORT SCOTT NATIONAL CEMETERY

PREPARED BY

NORTH

NORTH

COLORADO MISSOURI

PROJECT

LOCATION

NEBRASKA

OKLAHOMA

18TH STREET KANSAS ROAD

E NATIONAL AVENUE

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GI001

COVER SHEET

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

PREPARED BY

Gordon - The LA Group Joint Venture, LLC Gordon 148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL101 OVERALL EXISTING CONDITIONS PLAN

4. GI101 OVERALL SITE DEVELOPMENT PLAN

5. GI200 CONSTRUCTION SEQUENCE PLAN

6. CD101 SITE DEMOLITION PLAN (BASE BID)

7. CD102 SITE DEMOLITION PLAN (BASE BID)

8. CD103 SITE DEMOLITION PLAN (BID OPTION #1)

9. GC101 EROSION AND SEDIMENT CONTROL PLAN

10. GC102 EROSION AND SEDIMENT CONTROL PLAN

11. GC500 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

12. CS101 SITE LAYOUT AND UTILITY PLAN AREA 1 (BASE BID)

13. CS102 SITE LAYOUT AND UTILITY PLAN AREA 2 (BASE BID)

14. CS103 SITE LAYOUT AND UTILITY PLAN AREA 2 (BID OPTION #1)

15. CU260 STORM PROFILES AND DETAILS

16. DT500 PAVING DETAILS

17. CI101 EXISTING SITE SIGNAGE INVENTORY

18. CI102 EXISTING SITE SIGNAGE PHOTOS

19. CI201 SITE SIGNAGE LAYOUT

20. CI501 SITE SIGNAGE DETAILS

21. CI502 SITE SIGNAGE DETAILS

22. CI503 SITE SIGNAGE DETAILS

23. DT510 GATE REPAIR NOTES

NO. DRAWING DRAWING TITLE

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

TO

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

LP

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

F

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

XX

LIMITS OF GRADING

LIMITS OF CLEARING

XX

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'FORT SCOTT NATIONAL CEMETERY RECONSTRUCT ROADS' INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING

· FULL DEPTH ASPHALT PAVEMENT REPLACEMENT ON PORTIONS OF THE CEMETERY.

· MILL AND OVERLAY OF ASPHALT PAVEMENT OF PORTIONS OF THE CEMETERY.

· CONCRETE CURB & GUTTER REPLACEMENT.

· STORMDRAIN IMPROVEMENTS IN THE SOUTHERN PORTION OF THE CEMETERY.

· PROVIDE SIGNAGE IMPROVEMENTS THROUGHOUT THE ENTIRE CEMETERY.

· MISCELLANEOUS REPAIRS TO THE GATE ALONG 18TH STREET

THE PROJECT IS LOCATED IN FORT SCOTT, KANSAS

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS TWO (2) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON -THE-GROUND FIELD SURVEY PREPARED BY CORNERSTONE REGIONAL SURVEYING, LLC, WITH A SURVEY DATE OF OCTOBER 20, 2021. HORIZONTAL DATUM REFERENCED TO THE KANSAS STATE PLANE, SOUTHERN ZONE

(NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO (NAVD 88).

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 20011C0329E DATED MARCH 16,2016. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A). THE PROPERTY IS IN ZONE X.

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

5. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT

ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE

FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE.

THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

9. CONTRACTOR SHALL KEEP AT LEAST ONE LANE OR PATH CLEAR THROUGH THE SITE TO FACILITATE CEMETERY OPERATIONS AT ALL TIMES.

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE KANSAS STATE DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT KANSAS ONE CALL SYSTEM, INC. AT 1-800-344-7233 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER.

5. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

7. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

8. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

9. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PHASING AND

DETAILS.

10. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR

CONSTRUCTION.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

13. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE

APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

17. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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\G I00

2.D W

G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

894886

VL101

OVERALL EXISTING CONDITIONS

PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

EXISTING CONDITIONS PLAN NOTES:

1. THE EXISTING CONDITIONS PLAN CONSISTS OF AN ORIGINAL SURVEY BY

CORNERSTONE REGIONAL SURVEYING,LLC, PITTSBURG, KS, DATED 10-20-2021 WITH

SUPPLEMENTARY INFORMATION PROVIDED FROM PREVIOUS CONSTRUCTION

DOCUMENTS. SURVEY BY CORNERSTONE REGIONAL SURVEYING WAS RESERVED TO

CEMETERY ROADWAYS AND WITHIN 10' OF BACK OF CURB/EDGE OF PAVEMENT. THE

SURVEY WAS COMPLETED IN THE KANSAS SPCS, NAD 83, AND WITH A VERTICAL DATUM

IN NAVD 88. THE TOPOGRAPHIC CONTOUR INTERVAL IS TWO (2) FEET.

2. THE BOUNDARY OF THIS PROPERTY WAS NOT SURVEYED IN CONJUNCTION WITH THE

EXISTING CONDITIONS SURVEYS. NO EFFORT HAS BEEN MADE TO RE-ESTABLISH OR

DEPICT PROPERTY LINES, RIGHTS-OF-WAY, EASEMENTS, OR OTHER MATTERS OF

SURVEY AT THIS SITE.

3. UNDERGROUND UTILITIES LOCATIONS HAVE BEEN SHOWN BASED ON SURFACE

FEATURES AND DESIGN DOCUMENTS PROVIDED BY THE VA. THE UTILITIES SHOWN MAY

NOT REFLECT ALL UNDERGROUND UTILITIES.

4. UTILITIES WITHIN THE LIMITS OF CONSTRUCTION SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO ANY CONSTRUCTION. ACCEPTABLE METHOD OF VERIFICATION

IS A TEST PIT TO PHYSICALLY LOCATE THE UTILITIES VERTICAL AND HORIZONTAL

LOCATION.

5. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE

PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

6. IRRIGATION LINES, GAS LINES, AND STORM UNDERDRAINS LOCATIONS ARE SHOWN PER

PREVIOUS CONSTRUCTION DOCUMENTS AND ARE APPROXIMATE AND MAY NOT

REFLECT THE ACTUAL LOCATION OF THE LINE.

7. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 20011C0329E DATED MARCH

16,2016. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR

FLOODPLAIN AREA (ZONE A). THE PROPERTY IS IN ZONE X.

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

894886

OHE

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

E

D

D

E

E

E

E

B

F

F

F

F

F

F F

C

C

EX.

" R

CP

" R

CP

A

A

E

G

G

D

C

C

GI101

OVERALL SITE DEVELOPMENT

PLAN

GRAPHICAL SCALE: 1"=40'

40 20 0 40 80 120

A

PAVEMENT MILL AND OVERLAY (BASE BID)B

C

D

CURB AND GUTTER REPLACEMENT (BASE BID)

FULL DEPTH PAVEMENT RECONSTRUCTION (BASE BID)

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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0.D W

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

GRAPHIC LEGEND:

FULL DEPTH PAVEMENT

RECONSTRUCTION (BASE BID)

PAVEMENT MILL AND

OVERLAY (BASE BID)

E

G

H

STORM DRAIN INSTALLATION (BASE BID)

PAVEMENT MILL AND OVERLAY (BASE BID)

CURB AND GUTTER REPLACEMENT (BID OPTION #1)

PAVEMENT MILL AND OVERLAY (BID OPTION #1)

PAVEMENT MILL AND

OVERLAY (BID OPTION 1)

EX.

" R

CP

" R

CP

CONTRACTOR

STAGING/STORAGE

AREAS

1A

18TH STREET

CONTRACTOR

STAGING/STORAGE

AREAS

PRIMARY

CONSTRUCTION

ACCESS.

EAST NATIONAL AVENUE

27TH STREET

1A

1A

1B

1C

1C

1C

1D

1D

GI200

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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\G I20

0.D W

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

GRAPHIC LEGEND:

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

AREA 1A

AREA 1B

AREA 1C

1A

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL PAINT MARKINGS UPON

COMPLETION OF WORK.

2. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO THE

OWNER.

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL.

4. THE CONTRACTOR MAY REQUEST USE OF EXISTING MAINTENANCE AREA AND OPEN SPACES THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE RE/COR AND

MUST BE DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

5. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE

CONSTRUCTION DOCUMENTS.

6. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE FORT SCOTT NATIONAL CEMETERY

DIRECTOR AND THE RE/COR.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC

ACCESS TO THE CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION

ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE

RE/COR.

3. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL

BE REMOVED AS IT OCCURS.

4. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION

ACTIVITIES THROUGH REGULAR STREET SWEEPING.

5. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN

ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS. CONTRACTOR SHALL

ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE WITH

FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

SEQUENCE OF CONSTRUCTION:

1. CONTRACTOR TO KEEP ONE LANE/PATH CLEAR FOR CEMETERY OPERATIONS AT ALL TIMES.

2. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATIVE AGENCY PERMITS.

3. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE . PLACE CONSTRUCTION SIGN AND

SAFETY SIGN AS DIRECTED BY RE/COR. SEE DETAILS 4 & 5 ON SHEET CI501

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE START OF THE WORK IN ACCORDANCE WITH THE

APPROVED EROSION AND SEDIMENT CONTROL PLAN.

5. COMPLETE WORK IN AREAS IN THE FOLLOWING ORDER (LIST IS NOT INTENDED TO BE ALL INCLUSIVE):

5.1. FULL DEPTH PAVEMENT REPLACEMENT IN AREA 1A. PLACE ONLY BASE PAVING IN THIS PHASE. SURFACE

COURSE ASPHALT TO BE PLACED IN LATER PHASE.

5.2. CONSTRUCT STORM SEWER IMPROVEMENTS AND CURB IMPROVEMENTS IN AREA 1 B. PLACE ONLY BASE PAVING FOR STORM SEWER TRENCHES AND CURB AREAS IN THIS PHASE. SURFACE COURSE ASPHALT

TO BE PLACED IN LATER PHASE.

5.2.1. (IF BID OPTION #1 IS INCLUDED IN CONTRACT): CONSTRUCT CURB IMPROVEMENTS IN AREA 1D.

PLACE ONLY BASE PAVING FOR CURB AREAS IN THIS PHASE. SURFACE COURSE ASPHALT TO BE

PLACED IN LATER PHASE.

5.3. INSTALL SIGNAGE IMPROVEMENTS THROUGHOUT THE CEMETERY & PERFORM REPAIR ON SOUTH

ENTRANCE GATE.

5.4. MILL PAVEMENT IN AREAS 1B & 1C. PLACE OVERLAY IN MILLED AREAS & SURFACE COURSE ASPHALT IN FULL DEPTH PAVEMENT AREAS (1A, 1B & 1C) TO PROVIDE A CONSISTENT OVERALL PAVEMENT SURFACE.

5.4.1. (IF BID OPTION #1 IS INCLUDED IN CONTRACT): MILL PAVEMENT IN AREA 1D. PLACE OVERLAY IN

MILLED AREAS & SURFACE COURSE ASPHALT IN FULL DEPTH PAVEMENT AREAS TO PROVIDE A

CONSISTENT OVERALL PAVEMENT SURFACE.

5.5. STABILIZE ALL DISTURBED AREAS WITH SOD.

5.6. CLEAN PROJECT AREA. REMOVE ALL WASTE, TRASH, DEBRIS FROM PROJECT SITE AND DISPOSE OF

PROPERLY OFF OF CEMETERY PROPERTY.

AREA 1D

1B 1C 1D

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

CD101

SITE DEMOLITION PLAN (BASE BID)

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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.D

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

CUT INTO EXISTING STORM STRUCTURE FOR

CONNECTION TO NEW STORM LINE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRAPHIC LEGEND:

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(12.5")

EXISTING ASPHALT PAVEMENT TO BE MILLED 1.5"

MATCHLINE

SEE SHEET CD102

KEY MAP

(NOT TO SCALE)

SAW CUT AND REMOVE EXISTING CURB AND GUTTER.

CURB & GUTTER SHALL BE REMOVED ENTIRELY

BETWEEN CLOSEST JOINTS (I.E. JOINT-TO-JOINT)

EXISTING CURB AND GUTTER TO BE SAW CUT / REMOVED.

CURB & GUTTER SHALL BE REMOVED ENTIRELY BETWEEN

CLOSEST JOINTS (I.E. JOINT-TO-JOINT). ADJACENT 2' STRIP

OF EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

SAWCUT & REMOVED TO TOTAL DEPTH OF NEW PAVING

SECTION (12.5")

FLORAL REGULATIONS SIGN TO BE REMOVED

TEST PIT & VERIFY INVERT. CUT STORM SEWER PIPE TO

ACCOMODATE CONSTRUCTION OF NEW STORM

MANHOLE

5 GRAVESITE LOCATOR SIGN TO BE REMOVED

6 STOP SIGN TO BE REMOVED

DEMOLITION NOTES:

1. CONTRACTOR TO REFER TO GEOTECHNICAL REPORT FOR

DEPTH OF EXISTING ASPHALT PAVEMENT

894886

CD102

SITE DEMOLITION PLAN (BASE BID)

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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\C D1

.D

W G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

MATCHLINE

SEE SHEET CD101

MATCHLINE

SEE SHEET CD101

KEY MAP

(NOT TO SCALE)

CUT INTO EXISTING STORM STRUCTURE FOR

CONNECTION TO NEW STORM LINE

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRAPHIC LEGEND:

LIMITS OF WORK

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(12.5")

EXISTING ASPHALT PAVEMENT TO BE MILLED 1.5"

SAW CUT AND REMOVE EXISTING CURB AND GUTTER.

CURB & GUTTER SHALL BE REMOVED ENTIRELY

BETWEEN CLOSEST JOINTS (I.E. JOINT-TO-JOINT)

EXISTING CURB AND GUTTER TO BE SAW CUT / REMOVED.

CURB & GUTTER SHALL BE REMOVED ENTIRELY BETWEEN

CLOSEST JOINTS (I.E. JOINT-TO-JOINT). ADJACENT 2' STRIP

OF EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

SAWCUT & REMOVED TO TOTAL DEPTH OF NEW PAVING

SECTION (12.5")

FLORAL REGULATIONS SIGN TO BE REMOVED

TEST PIT & VERIFY INVERT. CUT STORM SEWER PIPE TO

ACCOMODATE CONSTRUCTION OF NEW STORM

MANHOLE

5 GRAVESITE LOCATOR SIGN TO BE REMOVED

6 STOP SIGN TO BE REMOVED

DEMOLITION NOTES:

894886

CD103

SITE DEMOLITION PLAN (BID

OPTION #1)

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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.D

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

KEY MAP

(NOT TO SCALE)

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRAPHIC LEGEND:

LIMITS OF WORK

SAW CUT AND REMOVE EXISTING CURB AND GUTTER.

CURB & GUTTER SHALL BE REMOVED ENTIRELY

BETWEEN CLOSEST JOINTS (I.E. JOINT-TO-JOINT)

PAVEMENT SAWCUT LINE

EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

REMOVED TO TOTAL DEPTH OF NEW PAVING SECTION

(12.5")

EXISTING ASPHALT PAVEMENT TO BE MILLED 1.5"

EXISTING CURB AND GUTTER TO BE SAW CUT / REMOVED.

CURB & GUTTER SHALL BE REMOVED ENTIRELY BETWEEN

CLOSEST JOINTS (I.E. JOINT-TO-JOINT). ADJACENT 2' STRIP

OF EXISTING ASPHALT PAVEMENT AND SUBGRADE TO BE

SAWCUT & REMOVED TO TOTAL DEPTH OF NEW PAVING

SECTION (12.5")

DEMOLITION NOTES:

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

EROSION & SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCE OUTSIDE PAVEMENT/HARDSCAPE

AREAS SHALL BE STABILIZED WITH SOD PER PROJECT

SPECIFICATIONS.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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\P

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NS

\G C1

.D

W G

ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

GC101

EROSION AND SEDIMENT

CONTROL PLAN

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

MATCHLINE

SEE SHEET GC102

E&S GRAPHIC LEGEND:

INLET PROTECTION

DETAIL/PGE&S GRAPHIC LEGEND: DETAIL/PG

KEY MAP

(NOT TO SCALE)

894886

EROSION & SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCE OUTSIDE PAVEMENT/HARDSCAPE

AREAS SHALL BE STABILIZED WITH SOD PER PROJECT

SPECIFICATIONS.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

GC102

EROSION AND SEDIMENT

CONTROL PLAN

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

MATCHLINE

SEE SHEET GC101

MATCHLINE

SEE SHEET GC101

E&S GRAPHIC LEGEND:

LIMITS OF WORK

INLET PROTECTION

DETAIL/PGE&S GRAPHIC LEGEND:

LIMITS OF WORK

DETAIL/PG

KEY MAP

(NOT TO SCALE)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

GC500

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS

SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED

DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

2. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED KANSAS 811 SHALL BE NOTIFIED AT 1-800-344-7233 FOR THE

LOCATION OF EXISTING UNDERGROUND UTILITIES.

3. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE

TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

4. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT

OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY

MARKED BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

5. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION.

6. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS

CLEAN FILL.

7. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP'S

AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, AND REPLACEMENT. IF THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE INSTALLED WILL

BE REQUIRED.

8. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND

AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE

AVAILABLE AT THE TIME OF INSPECTION.

9. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE

CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY

ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

10. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON

THE PLAN DRAWINGS.

11. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE

WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED

METHOD.

12. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP

13. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF

ALL DISTURBED AREAS, THE RE/COR SHALL CONDUCT AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMP'S.

NOT TO SCALE

INLET PROTECTION1

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

D

CS101

SITE LAYOUT AND UTILITY PLAN

AREA 1 (BASE BID)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

KEY MAP

(NOT TO SCALE)

MATCHLINE

SEE SHEET CS102

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GRAPHIC LEGEND:

LIMITS OF WORK

FULL DEPTH PAVEMENT

RECONSTRUCTION

CONSTRUCT CURB AND GUTTER. WARP

GUTTER TO MEET STORM INLET GRATES.

PROVIDE EXPANSION JOINT WHERE

ABUTTING STRUCTURES.

PAVEMENT MILL AND OVERLAY

A

KDOT 72" TYPE II MANHOLE W/ HEAVY TYPE MANHOLE

FRAME & COVER CASTING (TEST PIT REQUIRED TO

VERIFY INVERT PRIOR TO FABRICATION)

B

C

D

CONNECT PROPOSED STORM PIPE TO EXISTING STORM

INLET

KDOT CONCRETE GUTTER INLET. FIELD ADJUST INLET

LOCATION IF NECESSARY TO LOW POINT. COR TO

APPROVE FINAL LOCATION PRIOR TO INSTALLATION.

ADJUST GRADE OF SURROUNDING PAVEMENT TO

PROVIDE POSITIVE DRAINAGE TO NEW INLET

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

PROVIDE PAVEMENT WEDGE

894886

A

EX.

" R

CP

" R

CP

A

B

C

C

D

D

D

CS102

SITE LAYOUT AND UTILITY PLAN

AREA 2 (BASE BID)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

KEY MAP

(NOT TO SCALE)

MATCHLINE

SEE SHEET CS102

MATCHLINE

SEE SHEET CS102

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GRAPHIC LEGEND:

LIMITS OF WORK

FULL DEPTH PAVEMENT

RECONSTRUCTION

CONSTRUCT CURB AND GUTTER. WARP

GUTTER TO MEET STORM INLET GRATES.

PROVIDE EXPANSION JOINT WHERE

ABUTTING STRUCTURES.

PAVEMENT MILL AND OVERLAY

A

KDOT 72" TYPE II MANHOLE W/ HEAVY TYPE MANHOLE

FRAME & COVER CASTING (TEST PIT REQUIRED TO

VERIFY INVERT PRIOR TO FABRICATION)

B

C

D

CONNECT PROPOSED STORM PIPE TO EXISTING STORM

INLET

KDOT CONCRETE GUTTER INLET. FIELD ADJUST INLET

LOCATION IF NECESSARY TO LOW POINT. COR TO

APPROVE FINAL LOCATION PRIOR TO INSTALLATION.

ADJUST GRADE OF SURROUNDING PAVEMENT TO

PROVIDE POSITIVE DRAINAGE TO NEW INLET

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

PROVIDE PAVEMENT WEDGE

894886

A

A

A

A

A

A

A

A

B

B

A

GRAPHIC LEGEND:

LIMITS OF WORK

FULL DEPTH PAVEMENT

RECONSTRUCTION

A

B

CURB AND

GUTTER REPLACEMENT

KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL / PG

PROVIDE PAVEMENT WEDGE

CS103

SITE LAYOUT AND UTILITY PLAN

AREA 2 (BID OPTION #1)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

KEY MAP

(NOT TO SCALE)

PAVEMENT MILL AND OVERLAY

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

CONSTRUCT CURB AND GUTTER. WARP

GUTTER TO MEET STORM INLET GRATES.

PROVIDE EXPANSION JOINT WHERE

ABUTTING STRUCTURES.

SCALE: 1"=50' H / 1"=5' V

STORM 3-4 PROFILE

TO

P=

6.3

TO

P=

7.0

+0

0=

KD

OT

" T

YP

E

II M

AN

HO

LE

IN

V.

O

UT

=8

.15

IN

V.

IN

=8

.90 (4

-1 5"

IN

V.

IN

=8

.15

+7

5.9 =K

DO

T

GU

TT

ER

IN

LE

T

IN

V.

O

UT

=8

.00 (3

-1 5"

75.9' - 15" RCP @ 2.77%

TE

ST

P

IT

R

EQ

UI

RE

D

CU

T

EX

. 3 6"

R

CP

T O

CO

NS

TR

UC

T

MH

SCALE: 1"=50' H / 1"=5' V

STORM 1-2 PROFILE

TO

P=

3.1

EX.

TO

P=

3.5

21.9' - 15" RCP @ 1.14%

+0

0= T

IE

T

O

EX

. S

TO

RM

IN

LE

T

IN

V.

O

UT

=8

.01 (3

6"

IN

V.

IN

=8

.25

(1 5"

+2 1.9

=K

DO

T

GU

TT

ER

IN

LE

T

IN

V.

O

UT

=8

.50

(1 -1

5"

CU260

STORM PROFILES AND DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

Fil e P ath : G

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

NOT TO SCALE

KDOT CONCRETE GUTTER INLET DETAIL1

KDOT PRECAST MANHOLES DETAIL2

24"

DT500

PAVING DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT SCOTT NATIONAL CEMETERY

RECONSTRUCT ROADS

Fil e P ath : G

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ARCHITECT/ENGINEER OF RECORD

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 Dwg. of 23

6"

NOT TO SCALE

TYPICAL CURB AND GUTTER3

NOTES:

1. SAW CUT EX. PAVEMENT. BOTTOM AND ALL SIDES OF SAW CUT TO BE PAINTED WITH BITUMINOUS MATERIAL PRIOR TO

PLACING PAVEMENT SURFACE.

2. CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING AND PROPOSED PAVEMENT AFTER

THE CUTTING OPERATIONS HAVE BEEN PERFORMED.

2'

EX. PAVEMENT SURFACE COURSE TO

BE MILLED 1" AND OVERLAYED WITH

NEW SURFACE COURSE

EX. PAVEMENT BASE COURSE

EX. PAVEMENT SUBBASE COURSE

SUBBASE COURSE

BASE COURSE

SURFACE COURSE

NOT TO SCALE

ASPHALT PAVEMENT FULL DEPTH REPLACEMENT1 NOT TO SCALE

ASPHALT PAVEMENT MILL AND OVERLAY 2

2" CLASS A HOT MIX ASPHALT - COMMERCIAL

GRADE SM-9.5A SURFACE COURSE

EX. CURB & GUTTER TO REMAIN UNLESS NOTED ON PLAN.

NEW CURB & GUTTER TO MATCH EX. SECTION

6" KDOT TYPE AB-1 AGGREGATE BASE

4.5" CLASS A HOT MIX ASPHALT-COMMERCIAL

GRADE SM-19A CLASS A BASE COURSE

NOTES:

1. PAVING TO RETAIN EXISTING CROWN/CROSS-SLOPE.

NOT TO SCALE

PAVEMENT WEDGING DETAIL4

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

CLEAN & SEAL ALL CRACKS IN EXISTING ASPHALT

PAVEMENT PRIOR TO OVERLAY

MILL 1.5" AND OVERLAY 1.5" CLASS A HOT MIX ASPHALT -

COMMERCIAL GRADE SM-9.5A SURFACE COURSE

EX. ASPHALT PAVEMENT

EX. SUBGRADE

4" 8" 8" 4"

3"

31"R

11"R

#4 SMOOTH DOWEL

BARS @ EXPANSION

JOINTS (TYP)

6" KDOT TYPE AB-1

AGGREGATE

NOTES:

1. CONCRETE SHALL BE 4,000 PSI.

2. ALL CURB JOINTS SHALL BE MADE BY ACCEPTABLE FORMING METHODS.

3. PROVIDE CONTRACTION JOINTS SPACED NO MORE THAN 10' APART. PROVIDE SEALANT PER THIS DETAIL.

4. PROVIDE EXPANSION JOINTS AT AN INTERVAL OF AT LEAST 50'; WHERE TANGENT AND RADIAL CURB MEET; WHERE NEW CURB MEETS

EXISTING CURB; AND WHERE CURB SURROUNDS OR ADJOINS A FIXED OBJECT SUCH AS A STORM INLET. PROVIDE SEALANT PER THIS DETAIL. THREE (3), #4 SMOOTH DOWELS SHALL BE USED AT EXPANSION JOINT LOCATIONS. THE DOWELS SHALL BE GREASED AND

WRAPPED OR CAPPED WITH PLASTIC EXPANSION TUBES AT ONE END.

1/4"

CONTRACTION JOINT EXPANSION JOINT

PREMOLDED JOINT

FILLER EXTENDING TO

BOTTOM SURFACE OF

CONCRETE.

3.5"

1/2"

JOINT SEALANT

1/4" R 1/4" R

1/8"

3/8" BACKER ROD 1.25"

3.5"

1/4" R

1.25"

JOINT SEALANT

5/8" BACKER ROD

NOT TO SCALE

DETAIL OF CURB REPLACEMENT AT STORM INLETS5

5.1 5.2 5.3 5.4

AREA OF CURB

REPLACEMENT AT

INLET

AREA OF CURB

REPLACEMENT AT

INLET

AREA OF CURB

REPLACEMENT AT

INLET

AREA OF CURB

REPLACEMENT AT

INLET

OHE

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

NOTICE

NO FIREARMS

FLORAL

REGULATIONS

SIGN

FROM "THE

BIVOUAC OF

THE DEAD

NO

TRESPASSING1

2 3

GRAVESITE

LOCATOR4 FLOWER WATERING

STATION 5

NATIONAL

REGISTER OF

HISTORIC

PLACES 6

FLOWER WATERING

STATION8

GRAVE LOCATOR9

"THE ULTIMATE

SACRIFICE"

A NATIONAL

CEMETERY SYSTEM 11

FORT SCOTT

NATIONAL

CEMETERY

GRAVE SITE

LOCATOR 13

NO

TRESPASSING 14

DONATION

RECOGNITION

PLAQUE 15

GRAVESITE

LOCATOR16

FLOWER

WATERING

STATION17

FLOWER WATERING

STATION 18

FLOWER

WATERING

STATION

UNITED STATES

NAVY

VETERANS20

FLOWER

WATERING

STATION21

TO HONOR ALL

COMBAT

INFANTRYMEN22

FLORAL

REGULATIONS 23

STOP

E NATIONAL AVENUE

18TH STREET

227TH STREET

CI101

EXISTING SITE SIGNAGE

INVENTORY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

21 4 5 6 7 8 9

FORT SCOTT, KANSAS

893CM3017

APRIL 15, 2022 RPP RJP

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

STAMPCONSU…