A1 - 803IC3015 Bid Dwgs Bath Bk02A.pdf

LS-201

EXPANSION JOINT (SIM.)

DELETE DOWEL

1 CONCRETE PAVING - TYPICAL

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

6" 6"

2"

LINE OF ADJACENT CONSTRUCTION CIP CONCRETE; MEDIUM BROOM

FINISH; SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6 10/10 WWF

NYSDOT ITEM 203.21 SELECT

STRUCTURAL FILL; THOROUGHLY TAMP

IN MAX. 6" LIFTS (LOOSE THICKNESS);

MINIMUM 4 PASSES

COMPACTED & PROOF-ROLLED

SUBGRADE

NOTES:

1. REFER TO 3/LS-201 FOR JOINTING.

2. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.

3. REFER TO SB-x PLANS FOR STRUCTURAL SLABS.

GEOTEXTILE FABRIC; MIRAFI RS2801 OR

APP'D EQUAL

MESH CHAIR @ MAX 24" O.C.; PROVIDE

ADD'L CHAIRS AS NECESSARY TO HOLD

WWF FLAT AT INDICATED LEVEL

2 CONCRETE PAVING - HEAVY DUTY

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

8"

3"

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

6"

#4 BARS, CONTINUOUS; EPOXY

COATED; 12" O.C. EACH WAY

4"

2" EXPANSION JOINT FILLER

8" MAX. WIDE TOOLED

JOINT, 25% DEPTH OF SLAB.

EXPANSION (ISOLATION) JOINT

(EJ)

CONTROL (CONTRACTION) JOINT

(CJ)

NOTES:

1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" OR AS INDICATED.

2. INSTALL EXPANSION JOINTS @ ±20'-0" INTERVALS MAX., AT MEETING OF ALL ADJACENT STRUCTURES AND

AS INDICATED.

3. TOOL ALL EXPOSED EDGES W/ 316" RADIUS.

4. RECESS EXPANSION JOINTS 1 8" BELOW FINISH GRADE.

5. REFER TO SB-x PLANS FOR JOINTS IN STRUCTURAL SLABS DETAILED ON SB-X PLANS.

LAYOUT LINE

#5x12" SMOOTH REBAR;

EPOXY-COATED; SLEEVED ONE END.

24" O.C. @ ADJOINING SLABS.

EQ

EQ

3 CONCRETE JOINTING - PEDESTRIAN

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

TOOL UNIFORM 3

16" RADIUS (TYP.)

ADJACENT FLUSH CURB;

REFER TO CP-x PLANS

DETECTABLE WARNING PLATE; REFER TO

PRODUCT SCHEDULE, LS-211

NOTES:

1. REFER TO MFR'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.

2. SET PLATES IN A UNIFORM PLANE MATCHING ADJACENT FINISHED GRADES.

3. SET PLATES FLUSH W/ ADJACENT SURFACES & REMOVE CONCRETE FINS.

4. WHERE ADJACENT FLUSH CURB IS EXISTING TO REMAIN, DRILL OUT FOR EJ DOWEL & SET CURB END IN EPOXY GROUT.

4 DETECTABLE WARNING PLATES

1 1/2" = 1'-0"

LS-201LS 201

EXPANSION JOINT

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

2"

4"

8"4"

ADJACENT TURF

8" SWEPT JOINT

UNIT PAVER JOINT FILL

SAND BEDDING

ASTM C33 FOR FINE AGGREGATE

EDGE RESTRAINT

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211: UNIT PAVER, UNIT PAVER BASE PANEL, UNIT PAVER EDGE RESTRAINT; UNIT PAVER

JOINT FILL.

2. INSTALL PAVER BASE PANELS PER MFR'S WRITTEN SPECIFICATIONS IN RUNNING STAGGERED PATTERN, OFFSET FROM

PAVER EDGES IN ALL DIRECTIONS; ENSURE INTERLOCK OF TONGUE & GROOVE SYSTEM.

3. ANCHOR EDGE RESTRAIN PER MFR'S WRITTEN SPECIFICATIONS.

4. INSTALL PAVER COURSES IN STRAIGHT LINES; 14 RUNNING BOND AS INDICATED.

5. PROVIDE 14 - 18" SWEPT JOINT WHERE PAVERS MEET OTHER PAVING, CURBS, AND/OR WALL, AND AS DIRECTED BY COR.

LINE OF ADJACENT WALL OR

SAWCUT EDGE OF PAVEMENT

3 4"

6"

SAND BEDDING

ASTM C33 FOR FINE AGGREGATE

COMPACTED SUBGRADE

6 UNIT PAVING

1 1/2" = 1'-0"

SEPARATION GEOTEXTILE

TURN UP AT EDGES

UNIT PAVER BASE PANELS

UNIT PAVER

8 - 14" JOINT

POLYMERIC JOINT SAND

1 4"

5 AGGREGATE PAVING

1"=1'-0"

8"

1' -6

" M

IN

6"

3" (T

YP

COMPACTED AGGREGATE

NYSDOT, SUBASE COURSE, TYPE 2; LESS

THAN 10% PASSING NO. 200 SIEVE

GEOTEXTILE FABRIC; MIRAFI RS2801

OR APP'D EQUAL

NOTES:

1. PROVIDE CONCRETE HEADER WHERE AGGREGATE SURFACING ABUTS PLANTERS AND ASPHALT PAVING.

2. CONCRETE HEADER: PROVIDE 18" x 1" DEEP SAWCUT EXPANSION JOINTS AT 8'-0" O.C. MAX. AND EXPANSION JOINTS

SIMILAR TO 3/LS-201 AT 24' O.C. MAX.

3. WHERE GRADE ON OPPOSITE SIDES OF HEADER VARIES, PROVIDE DEPTH INDICATED DEPTH ON LOWER SIDE.

4. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.

AASHTO #4 AGGREGATE;

CLEAN, WASHED

CIP CONCRETE HEADER; MEDIUM

BROOM EXPOSED SURFACES

#5 REBAR; CONTINUOUS

6"

1'-0"

ADJACENT TURF

FILTER FABRIC

6"

COMPACTED & PROOF-ROLLED

SUBGRADE (TYP.)

1" CHAMFER

(TYP.)

7 SEGMENTAL RETAINING WALL

3/4"=1'-0"

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2. ADJACENT GRADES AND WALL HEIGHTS VARIES. REFER TO GRADING PLANS.

3. REFER TO MFR'S SHOP DRAWINGS, SEALED BY A NY-LICENSED STRUCTURAL ENGINEER, DEPICTING CAP

REINFORCEMENT & GEOGRID, SPACING, EXTENT AND OTHER INSTALLATION REQUIREMENTS.

4. PROVIDE CONTROL JOINTS IN CAP AT 10'-0" O.C. PROVIDE 12" EXPANSION JOINTS W/ SEALANT AT 30'-0"

O.C. INCLUDE PROPOSED LAYOUT IN SHOP DRAWINGS.

6"

2'-0"

8"

1"

CIP CONCRETE CAP; RUBBED FINISH;

1"x1" CHAMFER ON EXPOSED SIDE

1' -2

#4 REBAR @ 3'-0: O.C.

GROUT CELLS SOLID

8 -

4"

8"

SRW UNIT

TW

LEVELING PAD PER WALL MFR'S

WRITTEN SPECIFICATIONS

4" MIN. HDPE PERFORATED PIPE;

DAYLIGHT END OF PIPE W/ WEEP,

B, ABOVE; PROVIDE CLEANOUT, C,

PER PLANS COMPACTED SUBGRADE

FILTER FABRIC

GEOGRID

REINFORCED SOIL

1'-0"

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

LS-202LS 202

GUARD

7"

4"Ø SCHEDULE 40 PVC WEEP; PROVIDE

2% MIN, POSITIVE DRAINAGE; SAWCUT

ADJACENT MASONRY; GROUT SOLID

B. WEEP

A. TYPICAL

DRAIN PIPE SCREEN EACH END; REFER TO

PRODUCT SCHEDULE, LS-211

1"

C. CLEANOUT

PVC COMBINATION WYE AND 18 BEND

4" PVC RISER

PVC PLUG

CPLAN SYMBOL:

PVC PUSH-ON CAP

ROUND CONCRETE COLLAR

PRECAST CONCRETE BASE

ROUND CAST IRON CLEANOUT COVER

3000 PSI CONCRETE

6" M

IN

1'-0"

MIN.

3"

±7"

VA

RI

ES

6" (T

YP

4"

DRAINAGE AGGREGATE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-201

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L S S it e

D e v e l D e ta il s .d w g

P M T D

S td D W G

T o

P D F .p c

7 DIRECTIONAL SIGN - PANEL

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

EQ.

±1 2"

3'-6"

EQ.

±1 2"

2""

EQ

1' -4

1' -6

2"

4"

2" 2"

EQ

EQ

51 2" 51 2"

EQ

NOTES:

1. CHARACTERS & GRAPHICS: DIE-CUT VINYL, REFLECTIVE WHITE, PMS #454; PROVIDE ON ONE SIDE.

2. CHARACTERS: 21

2" HEIGHT, HELVETICA MEDIUM

3. PROVIDE FULL-SIZE PAPER MOCKUP FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

1 GUARD

3/4"=1'-0"

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2. PAINT EXPOSED FASTENER'S W/ MFR'S MATCHING TOUCH-UP PAINT.

3' -6

MFR'S STANDARD LOW

DOME CAP

2" 16 GA. SQUARE TUBE POST

(TYP.)

MFR'S 11

2" CHANNEL RAIL SYSTEM

(TYP.)

4" 18 GA. SQUARE TUBE PICKET

(TYP.)

±2

51 2"

16"

(TYP.)

MFR'S FLAT-MOUNT BRACKET

(TYP.)

CUSTOM 14" x 6" SQ. BASE PLATE W/ (4)

2"Ø PRE-DRILL HOLES BY RAILING MFR;

RELIEVE EXPOSED EDGES; WELD TO

POST (TYP.)

8" x 4" STAINLESS STEEL

EXPANSION ANCHORS W/

WASHERS & ACORN NUTS

7'-111 2"6"

3 BOLLARD

3/4"=1'-0"

FLAT PLATE; RELIEVE EDGES;

WELD ALL AROUND

(TYP.)

4' -0

4" ANCHOR HOLE

(TYP.)

5"Ø SCHEDULE 80 GALVANIZED STEEL PIPE

(TYP.)

8" GALVANIZED PLATE STEEL BASE

PLATE W/ 18" ROUNDOVER ALL

EXPOSED EDGES; WELD TO PIPE

4" GALV. OR STAINLESS STEEL EXPANSION

ANCHOR W/ WASHER & ACORN NUT (TYP.)

CONCEALED STAINLESS STEEL

SHIMS & GROUT LEVELING BED

B. PLAN

A. TYPE B1 - PLAN

NOTES:

1. FIELD WELDING IS PROHIBITED.

2. ASSEMBLE IN SHOP AND GRIND SMOOTH WELDS, BURRS & DEFECTS PRIOR TO FINISHING. APPLY GALVANIZED

TOUCH-UP PAINT PER SPECIFICATIONS.

3. PREPARE GALVANIZED SURFACES PER 05 50 00 AND ASTM D6386 STANDARD PRACTICE FOR PREPARATION OF

ZINC (HOT-DIP GALVANIZED) COATED IRON AND STEEL PRODUCT AND HARDWARE SURFACES FOR PAINTING.

PROVIDE SMOOTH UNIFORM FIHISH.

4. COLOR COAT: X2 PRIMER & 2 COATS OF X1 PAINT, SAFETY YELLO. REFER TO PRODUCT SCHEDULE 1/LS-111 &

SPECIFICATIONS.

8"

R 1R

4 "(TYP.)

6"

C. TYPE B2 - PLAN

2' -0

4'

-0

1'-4"

1"

D. PLAN

ADJACENT PAVING

CIP CONCRETE FOOTING

1"

4 TEMPORARY COMMITTAL SERVICE SHELTER

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2. ORIENT AS DIRECTED BY COR.

3. TURN OVER TO CEMETERY IN GOOD CONDITION FOLLOWING REMOVAL.

5 ACCESSIBLE PARKING SIGN

1"=1'-0"

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211

1' -6

1'-0"

R1 14 " NEW YORK STATE VAN ACCESSIBLE PARKING

SIGN; ENGINEER GRADE PRISMATIC

REFLECTIVE SIGN FACE ADHERED TO MIN.

12 GAUGE ALUMINUM SIGN PANEL

ANCHOR W/ 14" MACHINE BOLTS W/ WASHERS

& NUTS; MAXIMUM 14" PROJECTION BEYOND

NUT; REMOVE BURRS

MFR'S STANDARD 15

8" GALVANIZED

STEEL POST

RESERVED

PARKINGKK

VAN

ACCESSIBLESS

MFR'S STANDARD BASE PLATE & ANCHORS

ACCESSIBLE PARKING SIGN POST;

REFER TO PRODUCT SCHEDULE, LS-211

4' -4

6' -8

" M

IN

VI

F

8' -6

1'-2"

CIP CONCRETE FOOTING

(2) #4 BARS

3"

(TYP.)4'

-0

COMPACTED SUBGRADE

6 DIRECTIONAL SIGN

1"=1'-0"

POST; 2"x4" TUBE

FLAT CAP; 18" PLATE; WELD ALL

AROUND

8"Ø BASE PLATE & STAINLESS STEEL EXPANSION

ANCHORS W/ ACORN NUTS PER SIGN MFR'S

WRITTEN SPECIFICATIONS; WELD PLATE TO

POST; SHIM W/ CONCEALED STAINLESS STEEL

WASHERS & GROUT SOLID

NOTES:

1. ALL COMPONENTS ARE ANODIZED ALUMINUM, RAL COLOR, UNLESS OTHERWISE INDICATED. PREPARE & PROVIDE COLOR SAMPLES

MATCHING RAL 7012 & 7015 FOR COR'S FINAL SELECTION. COR MAY DIRECT A THIRD RAL COLOR.

2. WELD ALL SHOP-MADE CONNECTIONS UNLESS OTHERWISE INDICATED. GRIND SMOOTH AND REMOVE BURRS PRIOR TO FINISHING.

3. FIELD WELDING & CUTTING ARE PROHIBITED.

4. MAKE ALL CONNECTIONS FOLLOWING FINISHING W/ STAINLESS STEEL FASTENERS.

B. PLAN

A. ELEVATION

3' -8

3'-9" VIF

8" ALUMINUM SIGN PANEL; BEND INTO

INVERTED "U"; PROVIDE CRISP TRUE 90°

BREAKS

CHARACTERS; 21

2" HEIGHT HELVETICA

MEDIUM

1'-0"

STAINLESS STEEL FASTENER PER SIGN

MFR'S WRITTEN SPECIFICATIONS

CIP CONCRETE FOOTING W/

REINFORCEMENT PER SIGN MFR'S

WRITTEN SPECIFICATIONS

COMPACTED SUBGRADE

4' -0

CONTINUOUS CHANNEL BRACKET

1'-0"

LS-202LS 202

DIRECTION SIGN

PANEL

2"

1' -0

1'-0" 1'-0"

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-202

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L S S it e

D e v e l D e ta il s .d w g

A M T D

S td D W G

T o

P D F .p

3 PEDESTRIAN BRIDGE - SECTION

3/4"=1'-0"

8' -0

2'

-0

33 4" M

AX

(T

YP

3' -6

10'-0"

6'-0"

5'-4"

5'-0" CLEAR

MIN.

2'-0"

STEEL FRAMING

(TYP.)

2" x 51

2" COMPOSITE RUB RAIL

1" x 51

2" COMPOSITE DECKING

1" SQUARE STEEL TUBE SAFETY RAIL

(TYP.)

±2 '-9

ROOFING PANEL OVER 34" EXTERIOR GRADE

PRESSURE TREATED PLYWOOD SHEATHING

FASCIA TO SOFFIT FLASHING

EAVE FLASHING

GABLE FLASHINGBLOCKING & PLYWOOD CEILING

NOTES:

1. PROVIDE ALUMINUM H-MOLDS BETWEEN PLYWOOD SHEETS; J-MOLDS AT PERIMETER. PAINT WITH PLYWOOD.

1'-3"

(TYP.)

2'-6"

(TYP.)

UNDEREAVE VENT

4 PEDESTRIAN BRIDGE - REFLECTED CEILING PLAN

1/2"=1'-0"

8" MARINE GRADE PLYWOOD

JOINT (TYP.)

16" x 4" HEAVY DUTY ALUMINUM SCREENED

UNDEREAVE VENT; WHITE, (4) REQU'D.

2 x 4 BLOCKING; UNDERSIDE FLUSH W/

UNDERSIDE OF BEAMS

(TYP.)

EQ. EQ.

1 PEDESTRIAN BRIDGE

1/2"=1'-0"

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2. INSTALL PER MFR'S WRITTEN SPECIFICATIONS.

3. BRIDGE CONSTITUTES A DELEGATED DESIGN BASED ON THE DESIGN INTENT HEREIN. FRAMING AND TRUSS ELEMENTS ARE BY BRIDGE MFR., AS APPROVED BY COR.

4. PROVIDE BRIDGE SHOP DRAWINGS, SEALED BY A NEW YORK LICENSED STRUCTURAL ENGINEER, FOR REVIEW AND APPROVAL BY COR PRIOR TO ORDERING.

5. PREFABRICATED BRIDGE & BRIDGE MFR'S INSTALLATION EXCLUDE STANDING SEAM METAL ROOF SYSTEM. PROVIDE BY SITE CONTRACTOR.

6. METAL ROOF SYSTEM CONSTITUTES A DELEGATED DESIGN. PROVIDE ROOF SYSTEM MFR'S INDICATED FLASHING COMPONENTS & STANDARD MATCHING HARDWARE, END CAPS, RETURNS, AND TERMINATIONS. PROVIDE SHOP DRAWINGS INDICATING ALL FLASHING AND COMPONENTS FOR A COMPLETE FLASHING SYSTEM FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. CLEARLY INDICATE RECOMMENDATIONS FOR ALTERNATIVE COMPONENTS/CONNECTIONS FOR COR'S CONSIDERATION.

LS-203LS 203LL

1243.20

EXISTING GRADE

PROPOSED GRADE

15'-2"

CIP CONCRETE ABUTMENTS; REFER TO SB-X PLANS; PROVIDE

RUBBED FINISH ON EXPOSED SIDES; MEDIUM BROOM FINISH

ON TOP, PERPENDICULAR TO DIRECTION OF TRAVEL

ANCHORAGE; REFER TO SB-X PLANS AND

BRIDGE MFR'S WRITTEN SPECIFICATIONS

LS-203333333333333LLL

SNAP-CLAD ROOFING PANEL OVER 3

4" EXTERIOR

GRADE PRESSURE TREATED PLYWOOD SHEATHING

PA-151 GABLE FLASHING

PA-1116 EAVE FLASHING

PA-305 FASCIA TO SOFFIT

FLASHING, BEYOND

ROOFING MFR'S VENTED RIDGE ASSEMBLY

4" MIN. SQ. STEEL FRAMING

(TYP.)

2" x 51

2" COMPOSITE RUB RAIL

1" SQ. STEEL TUBE SAFETY RAIL

(TYP.)

FLUSH - VIF

(TYP.)

1" x 51

2" COMPOSITE DECKING

1'-6" 1'-6"

LS-203LS 203

2 PEDESTRIAN BRIDGE - ROOF PLAN

1/2"=1'-0"

EDGE OF DECKING, BELOW

EDGE OF ABUTMENT, BELOW

HIP/RIDGE FLASHING

GABLE FLASHING

FASCIA TO SOFFIT FLASHING, BELOW

EAVE FLASHING

ROOFING PANEL

BEAM

RAFTER

FASCIA CHANNEL

POST, BELOW

FASCIA CHANNEL,

BELOWPURLIN

BEAM, BELOW

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-203

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L S S it e

D e v e l D e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

ITEM MANUFACTURER MODEL SIZE FINISH COLOR OTHER

ACCESSIBLE PARKING

SIGN POST FLEX POST, INC.; 800-307-6610 FLEX-BOLLARD XL 102" HT. N/A BLUE BOLLARD COVER

W/ WHITE TAPE

PROVIDE MFR'S STANDARD CONCRETE

MOUNT & HARDWARE

COMMITTAL SERVICE

SHELTER, TEMPORARY

AFFORDABLE FUNERAL SUPPLY;

877-446-0191 ROLL AROUND STERIL TENT 14' x 16' N/A GREEN PROVIDE TOW PACKAGE & (1) SIDE

WALL FOR EACH OF (4) SIDES

DETECTABLE WARNING

PLATE, P1

NEENAH FOUNDRY; 920-725-7000

4984-24B 24" x 24"

ECOBAKE N/A PROVIDE MFR'S STANDARD PROTECTIVE

PLASTIC SHEETINGDETECTABLE WARNING

PLATE, P2 4984-30B 24" x 30"

DETECTABLE WARNING

MAT, P3

DETECTABLE WARNING SYSTEMS,

INC.; 866-999-7452 ALERT-TILE 24" x 60" N/A GRAY

INSTALL PER MFR'S WRITTEN

SPECIFICATIONS USING MFR'S

STANDARD ADHESIVE AND HILTI HUD-1

STAINLESS STEEL ANCHORS

DRAIN PIPE SCREEN RADON AWAY; 800-767-3703 OR

APP'D EQUAL

PIPE GUARD/VARMINT

GUARD FOR 4" SCHEDULE 40 4" N/A N/A

EDGING MID CITY STEEL; WESTPORT, MA;

774-319-5400

COMMERCIAL STEEL

LANDSCAPE EDGING

4" x 5" GALVANIZED N/A PROVIDE MFR'S 15" GALVANIZED STEEL

STAKES

GUARD AMERISTAR FENCE; 888-333-3422 MONTAGE PLUS; MAJESTIC 42" H E-COAT RAL, MATCH

DIRECTIONAL SIGN

PROVIDE CUSTOM BASE PLATE,

WELDED TO POST, AS INDICATED;

PROVIDE CUSTOM COLOR INDICATED;

PROVIDE MFR'S STANDARD 20-YEAR

FINISH WARRANTY

PEDESTRIAN BRIDGE

BRIDGE BROTHERS; 866-806-0847

WARREN TRUSS, STEEL 6' x 15'-2" WEATHERED STEEL N/A

PROVIDE MFR'S STANDARD

HORIZONTAL RAILING; COMPOSITE

DECKING (BELOW) & MATCHING RUB

RAILS; ROOF FRAMING & SUBSTRATE

TO RECEIVE SMS FINISH; SITE ASSEMBLY

PEDESTRIAN BRIDGE

COMPOSITE DECKING COMPOSITE: TREX ENHANCE .94" x 51

2" MFR'S STANDARD ROCKY HARBOR PROVIDED BY BRIDGE MFR.

PEDESTRIAN BRIDGE

ROOFING PAC-CLAD PETERSON SNAP-CLAD STANDING SEAM;

22 GA. GALVANIZED STEEL 18" O.C. MFR'S STANDARD GALVALUME PLUS

PROVIDE MFR'S RECOMMENDED

ANCHORAGE SYSTEMS AND MATCHING

FLASHING, AS INDICATED

PLANTER EDGING DIMEX; 800-334-3776 EDGEPRO HI-TEST

LANDSCAPE EDGING 51

2" HT. N/A N/A PROVIDE MFR'S MATCHING

CONNECTORS

SEGMENTAL RETAINING

WALL

KEYSTONE RETAINING WALL

SYSTEMS, LLC COMPAC III HEWNSTONE 8" H x 18" W x 12" D MFR'S STANDARD ANTIQUE GRAY PROVIDE MFR'S STANDARD MATCHING

OUTSIDE CORNER UNITS

UNIT PAVER HANOVER ARCHITECTURAL

PRODUCTS; 800-426-4242 PREST PAVER 24" x 36" x 21

2" TUDOR SUPER BLACK

UNIT PAVER BASE PANEL

ALLIANCE DESIGNER PRODUCTS;

866-212-1611

GATOR BASE 231

2" x 351

2" x 34" N/A N/A

UNIT PAVER EDGE

RESTRAINT GATOR EDGE RIGID/FLEX MFR'S STANDARD N/A N/A PROVIDE MFR'S STANDARD GATOR

BASE SCREWS

UNIT PAVER JOINT FILL SUPERSAND G2 N/A N/A SLATE GRAY

X1 - PAINT SHERWIN WILLIAMS;

800-524-5979

ACROLON ULTRA HIGH

PERFORMANCE

POLYURETHANE

N/A PAINT SAFETY YELLOW PREP SURFACE, APPLY X2 PRIMER & 2

COATS DESIGNATED PAINT

X2 - PRIMER MACROPOXY 646-100 FAST

CURE EPOXY PRIMER MILL WHITE

1 PRODUCT SCHEDULE

NOTES

1. THE ABOVE CONSTITUTES BASIS-OF-DESIGN SPECIFICATIONS. PROVIDE THE NAMED PRODUCTS OR EQUALS, AS APPROVED BY THE COR. FOR PRODUCTS PROPOSED OTHER THAN THOSE ABOVE, PROVIDE

DOCUMENTATION OF BOTH SPECIFIED AND PROPOSED PRODUCTS AS NECESSARY TO DEMONSTRATE A SIDE-BY-SIDE COMPARISON FOR COR'S CONSIDERATION.

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT

PRODUCT SCHEDULE

LS-211

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L S S it e

D e v e l D e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

E

E

E

E

T

LO

W

LOW

LOW

LO

W

LO

WW

LOW LO

W

LOW

LOW

LOW

L

LOWOW

LOW

LOW

LO

W

LO

W

LOW

LO

W

LO

W

LO

W

LO

W

LO

W

LO

W

OW

W O

W L

L

OW

LO

WW

L

LOLO

CCCC

SANNNNSANN

SANAN

SSSAN

SAN

SANNN

SAN

SAN

SAN

SAN

S

S

E

EE

LP-111

ENLARGEMENT 1

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK; INSTALL CONSTRUCTION

FENCE PER 010002 & COR'S DIRECTION

EXISTING HEADSTONE (TYP.)

DO NOT DISTURB

SIGN

(TYP.)

APPROXIMATE LIMIT OF GRAVES ADJACENT TO

LOW; VERIFY W/ COR WHEN WORKING NEARBY

LOW

TURF SOD

1. INSTALL TURF PER SPECIFICATION IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

PLANTING PLAN

LP-101

MATCHLINE LP-102 MATCHLINE LP-102

0 10 20 40 60

LEGEND

KEY

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L P P la n ti n g

P la n .d w g

P M T D

S td D W G

T o

P D F .p