Marietta NatCem 859CM3021_CD95_Drawings 016-024.pdf
PDF 8 MB Posted
- Solicitation number
- 36C78623B0024
About this file
This solicitation is for project 859CM3021 at Marietta National Cemetery to perform various improvements. Required work includes lodge rehabilitation, new restrooms, a committal shelter, and miscellaneous repair items. Construction drawings were provided depicting the site development plan, planting plan, details, and specifications. The opportunity is a small business set-aside being conducted by the Department of Veterans Affairs National Cemetery Administration. The response due date is not included.
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LOW LIMITS OF WORK
LINE OF EXISTING HEADSTONES, APPROXIMATE| |
UTILITY LINE INDICATED IN 1947
PROPOSED WATER SUPPLY SYSTEM PLANSAN
UTILITY LINE INDICATED IN 2014 ROADWAY AND
STORM DRAINAGE REPLACEMENT PLANSE
GAS
SOIL BORING; REFER TO GEOTECHNCIAL REPORTB
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LS-201
LS-201
1-2
LS-202
LEGEND
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
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E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
NOTES
NOT TO SCALE
KEY
0 10 20 40 60
SITE DEVELOPMENT PLAN
LS-101
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CONSULTANTS
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EXISTING SIGN
ROSTRUM
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US FLAG BASE
REPAIR
LS-301
FLAGSTONE
PAVING
EXISTING STAIR
LS-304
PERGOLA
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ENCLOSURE (TYP.)
EXISTING
PAVEMENT
EXISTING FLAG
POLE BASE
(BELOW)
TEMPORARY PAVER
STORAGE (TYP.)
LS-304
SR-1 SIGN
1'-6" M
IN.
(TYP.)
EXISTING CONCRETE
HEADER (TYP.)
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STAIR
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CONCRETE PAVING
PEDESTRIAN
LS-301
UNIT PAVING
(TYP.)
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RELOCATED INTERPRETIVE PANEL
LS-302
POW/MIA FLAG
POLE
LS-302
MIA MEMORIAL
LS-302
BENCH
(1) OF (2)
LS-301
CONCRETE PAVING
PEDESTRIAN
BASKETWEAVE FIELD
(TYP.)
RADIAL STRETCHER BORDER
(TYP.)
LS-301
ACCESSIBLE RAMP
(TYP.)
LS-301
CONCRETE PAVING
PEDESTRIAN
COMMITTAL SERVICE SHELTER;
REFER TO ARCHITECTURAL PLANS
RELOCATE EXISTING
MEMORIAL PLAQUE
LS-301
CONCRETE JOINTING
CONTROL JOINT (TYP.)
LS-301
CONCRETE JOINTING
EXPANSION JOINT (TYP.)
LS-303
FLOWER WATERING
STATION
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R8'-6"
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9"
21'-5"
'-6
'-5
13'-9"
33'-3"
90°
90°
'-4
3' -9
8' -4
1 2"
4'-61 2"
R10'-0"
R89'-0"
4'-0"
2'-9(TYP.)
R2 '-0
(T
YP
2'-0"
5'-0"(TYP.)
R22'-0"
43.36°
27'-0"
R3 '-6
R8'-6" R11'-6"
6'-0"(TYP.)
8' -7
10'-8"
5'-2"
3'-6"
5' -0
4"
28'-2"
LOW LIMITS OF WORK
LINE OF EXISTING HEADSTONES, APPROXIMATE| |
UTILITY LINE INDICATED IN 1947
PROPOSED WATER SUPPLY SYSTEM PLANSAN
UTILITY LINE INDICATED IN 2014 ROADWAY AND
STORM DRAINAGE REPLACEMENT PLANSE
GAS
SOIL BORING; REFER TO GEOTECHNCIAL REPORTB
LEGEND
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
NOTES
NOT TO SCALE
KEY
SITE DEVELOPMENT PLAN
ENLARGEMENTS
LS-201
ENLARGEMENT 2
1:10
0 5 10 20 30
NOTES:
1. TEMPORARY PAVER STORAGE: EXISTING PAVERS MAY BE STORED TEMPORARILY OUTSIDE THE LOW ON THE TURF IMMEDIATELY ADJACENT TO THE
SIDEWALK WHERE INDICATED FOR A PERIOD OF NO MORE THAN 3 DAYS. PROVIDE CONSTRUCTION MATTING PER 01 56 39 TO PROTECT PAVERS, TURF, AND SUBGRADE. OFFSET FROM ANY HEADSTONE MIN. 12". LIMITED FOOT TRAFFIC ONLY IS PERMITTED. STORAGE OF ANY OTHER MATERIAL AND ANY OTHER USE OF SPACE IS PROHIBITED AT ALL TIMES. REPAIR TURF AND SUBGRADE DAMAGED BY CONTRACTOR'S FORCES, AS DIRECTED BY
COR.
ENLARGEMENT 1
1:10
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PRIME CONSULTANT
MAINTENANCE BUILDINGCONCRETE
MAINTENANCE YARD
EXISTING WALL
AGGREGATE
LS-302
SITE RAIL
SURFACE-MOUNT (TYP.)
COLE STREET
LS-302
SITE RAIL
EMBEDED (TYP.)
EDGING
6"
EQ. EQ. EQ. 6"(9) EQ. SPANS
MAX. 6'-0"
2' -0
20'-8" EXISTING WHEELSTOP
(TYP.)
PROPOSED WHEELSTOP
MATCH EXISTING PRODUCT,
ANCHORAGE, SPACING, ALIGNMENT
EXISTING GRADE - FACE OF WALL
EXISTING GRADE - BACK OF WALL
MAINTENANCE BUILDING
LS-302
SITE RAIL
FALL HEIGHT EXCEEDS 30"
(BEYOND)
EXITING WALL (BEYOND)
EXISTING GRADE - FACE OF WALL
EXISTING GRADE - BACK OF WALL
MAINTENANCE
BUILDING
LS-302
SITE RAIL
FALL HEIGHT EXCEEDS 30"
(BEYOND)
EXISTING WALL (BEYOND)
MAINTENANCE
BUILDING
SECTION S
LS-302
SITE RAIL
COLE STREET
AGGREGATE
EDGING
90°
2' -6
6"
6"
ALIGN
(29) EQUAL SPANS
MAX. 6'-0"
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
SITE DEVELOPMENT PLAN
ENLARGEMENTS
LS-202
RAIL
1:60
RAIL
1:60
0 30 60 120 180
B. ELEVATION
A. PLAN
B. ELEVATION
A. PLAN
NOT TO SCALE
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PRIME CONSULTANT
CONSTRUCTION FENCE
1/2"=1'-0"
6' -0
" M
IN
NOTES:
1. ORIENT PANELS WITH CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE
2. CONTRACTOR OPTION: DRIVEN POSTS AND CONTINUOUS FABRIC WILL BE CONSIDERED ONLY FOR FENCING WITHIN 12" OF BACK
OF CURB WITH COR'S APPROVAL. DRIVEN POSTS ARE PROHIBITED IN ALL OTHER AREAS.
3. ERECT AT EACH DISCRETE AREA OF WORK WHILE WORK IS AND MAINTAIN UNTIL COMPLETED AND APPROVED BY COR.
4. REFER ALSO TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.
8" O.D. WELDED FRAME
11 GAUGE MIN, 2" MAX.
CHAIN LINK FABRIC
MFR'S STANDARD BOLTED STRAP
BRACKET
10'-0"
EQ.EQ.
MFR'S STANDARD 2-POST BASE
TREE PROTECTION FENCE
1/2"=1'-0"
12" LENGTH FLAGGING TAPE; 4'-0"
O.C.; 13
16" WIDE; FLUORESCENT
LIME GREEN.
5' -0
8'-0" MAX.
2' -0
2"
TREE PROTECTION SIGN;
25'-0" O.C. MAX.
2"x4" WELDED WIRE FABRIC, 12 GA.;
ATTACH TO POST W/ 3 4" WIRE
STAPLES @ 18" O.C.
2x4 WOOD OR 2#/FT.
GALVANIZED U-CHANNEL POST
TREE
PROTECTION
AREA
NO ENTRY
FINES
IMPOSED
NOTES:
1. INSTALL IN ACCORDANCE W/ 01 56 39 AND AS DIRECTED BY COR PRIOR TO COMMENCEMENT OF ADJACENT WORK. MAINTAIN
UNTIL ADJACENT WORK IS COMPLETE, AS APPROVED BY COR.
ITEM MANUFACTURER MODEL SIZE FINISH COLOR OTHER
FURNISHINGS
F1 - VASE RECEPTACLE
VICTOR STANLEY;
301-855-8300
S-424 36-GALLON
POWDERCOAT VS-BRONZE
PROVIDE DECALS AS INDICATED, NCA-STANDARD
LID AS INDICATED, RIGID PE LINER
F2 - TRASH RECEPTACLE S-42 36-GALLON PROVIDE DECALS AS INDICATED; CONVEX LID W/
SELF-CLOSING TOP; RIGID PE LINER
F3 - BENCH COUNTRY CASUAL WINDERMERE #4508 ±6' LENGTH MFR'S STANDARD N/A PROVIDE MFR'S 3" ON-GRADE BRASS ANCHOR,
(1) EACH LEG
PAVING
P1 - DETECTABLE
WARNING PLATE
NEENAH FOUNDRY
CO.; 920-725-7000 4984-24B 24" x 24" ECOBAKE N/A PROVIDE MFR'S TEMPORARY PROTECTIVE
PLASTIC COATING
S1 - STONE PAVER POLYCOR GEORGIA MARBLE -
WHITE MARBLE AS INDICATED SANDBLASTED MATCH EXISTING
PROVIDE SAMPLES FOR COR'S SELECTION;
PROVIDE SHAPES & SNAPPED EDGES TO MATCH
EXISTING UNITS BEING REPLACED
S1.1 - JOINT FILL ENVIROBOND
PRODUCTS CORP. GATOR DUST BOND N/A N/A STONE GRAY
U1 - UNIT PAVER ENDICOTT PAVER BRICK 21
4" x 4" x 8" WIRECUT BORDEAUX BLEND PROVIDE UNITS W/ RELIEVED EDGES & INTEGRAL
SPACER LUGS
U1.1 - JOINT FILL ALLIANCE;
866-212-1611 GATOR MAXX SAND N/A N/A SLATE GRAY
U1.2 - PAVER EDGING DIMEX CORP.;
800-334-3776
EDGEPRO PAVER
RESTRAINT 1.75" x 3.1" N/A N/A
SITE RAIL
R1- FINIAL KING ARCH. METALS
800-542-2379
CAST IRON POST CAP
45-3003-3 3" MFR'S STANDARD N/A
R2 - FLANGE McMASTER-CARR
609-6893000 OVAL SLIP-ON 4936T187 1" GALVANIZED N/A
R3 - EDGING SURE-LOC;
800-787-3562 STEEL EDGING 1
4" x 5" GALVANIZED N/A PROVIDE MFR'S STANDARD MATCHING 15"
STAKES & CORNERS
OTHER
X1 - FLAG POLE
CONCORD AMERICAN
FLAGPOLE;
972-380-8186
ESS15B31-ADB
22' HT OVERALL;
15' EXPOSED HT;
3"Ø BUTT; 2"Ø
TOP
ANODIZED
BRONZE
PROVIDE 1 EXTERNAL HALYARD W/ CAST AL
CLEAT; NEOPRENE COVERED BRASS SNAPS FOR
ONE 3'x5' FLAG; GALV. SLEEVE W/ BASE PLATE &
GROUND SPIKE; PROVIDE X1.1-X1.3 OPTIONS
X1.1 - BALL TRUCK TRK-9126-GDT
MFR'S
STANDARD
GOLD
X1.2 - CLEAT COVER CCA-9040-BZT BRONZE 4.5' MOUNTING HEIGHT
X1.3 - BASE COVER COL1-A03C-BZT
FC-11 1-PIECE CAST AL BRONZE
PRODUCT SCHEDULE
NOTES
1. THE ABOVE CONSTITUTES BASIS OF DESIGN. PROVIDE THE NAMED PRODUCTS OR EQUALS, AS APPR'D BY COR. FOR ALTERNATE(S), PROVIDE A POINT-BY-POINT COMPARISON OF SPECIFIED
& ALTERNATE PRODUCTS NOTING KEY FEATURES INCLUDING, BUT NOT LIMITED TO, SIZE, WEIGHT, DIMENSIONS, MATERIAL, FINISH, WARRANTY, ETC. FOR COR'S CONSIDERATION.
X
6"X 6"- W1.4 X W1.4 WWF, GALVANIZED
W/ CONTINUOUS CHARS
XX
1. SLOPE PAVING UNIFORMLY. REFER TO GRADING PLANS.
2. PROVIDE 8' x 8' MOCKUP AT LOCATION DIRECTED BY COR FOR COR'S REVIEW AND APPROVAL. INCLUDE FINISH
AND NOT LESS THAN ONE OF EACH KIND OF JOINT AND OUTSIDE EDGE.
3. REFER TO 5/LS-301 FOR JOINTS.
4. SEE LAYOUT PLANS FOR LOCATION OF JOINTS.
5. SPACE CHAIRS UNIFORMLY AT 24" - 36" ON CENTER OR LESS, AS NECESSARY TO MAINTAIN WWF'S POSITION
DURING CONCRETE PLACEMENT.
X
CONCRETE PAVING - PEDESTRIAN, TYPICAL
1" = 1'-0"
2" PRE-MOLDED EXPANSION
JOINT W/JOINT SEALANT
COMPOUND
CIP CONCRETE SIDEWALK;
REFER TO SPECIFICATIONS
FG
COMPACTED AGGREGATE
GDOT GAB
2"
CL
EA
R
6"
LINE OF ADJACENT
CONSTRUCTION
LS-301
EXPANSION JOINT
DELETE DOWEL
6"
NOTES:
1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" EACH WAY, UNLESS OTHERWISE INDICATED.
2. INSTALL EXPANSION JOINTS @ 20'-0" INTERVALS MAX. EACH WAY, UNLESS OTHERWISE INDICATED, AND
WHERE SLAB MEETS ANY ADJACENT STRUCTURE.
3. TOOL ALL EXPOSED EDGES W/ 14" RADIUS.
4. RECESS EXPANSION JOINTS 14" BELOW FINISH GRADE.
5. SAWCUT JOINTS ARE PROHIBITED.
CONCRETE JOINTING
1 1/2" = 1'-0"
EXPANSION/ISOLATION JOINT
CONTROL/CONTRACTION JOINT
8"
6"
4" 3
16"R TOOLED JOINT,
25% DEPTH OF SLAB
PRE-MOLDED FILLER W/
SEALANT
#5x12" EPOXY COATED OR
STAINLESS REBAR; SLEEVED
ONE END; 24" O.C.
CONSTRUCTION JOINT
EQ
.E
Q
EXPANSION JOINT
(SIM.) DELETE SLEEVE
& JOINT SPACE
FLAGSTONE PAVING
1-1/2" = 1'-0"
FG
S1.1 - JOINT FILL
SETTING BED
#10 STONE SCREENINGS
GEOGRID; TENSAR TRIAX TX5
FILTER FABRIC
INSTALL 2"Ø SCHED 40 PVC
WEEPS; #8 AGGREGATE FILL;
RE-COMPACT SURROUNDING
BASE MATERIAL
4'-0" O.C. MIN.
BOTH WAYS
8"
MIN.
NOTES:
1. EXAMINE EX. AGGREGATE BASE PRIOR TO INSTALLATION OF PAVERS. REPLACE ANY LOOSE, SOFT, OR VARIABLE
MATERIAL, AS APPROVED BY COR, W/ GDOT 815 GRADED AGGREGATE BASE & RE-COMPACT W/ PLATE TAMPER.
2. EXISTING UNDAMAGED PAVERS: SALVAGE EXISTING UNDAMAGED PAVERS; REMOVE GROUT & CLEAN. REINSTALL
EXISTING UNDAMAGED PAVERS AT THEIR ORIGINAL LOCATION. SUBMIT PROCESS OF TRACKING AND RETURNING PAVERS TO ORIGINAL LOCATIONS TO COR AND OBTAIN APPROVAL PRIOR TO COMMENCING REMOVAL.
3. EXISTING DAMAGED PAVERS: DAMAGED PAVERS THAT MAY BE CUT DOWN TO YIELD UNDAMAGED UNITS OF OTHER
SIZES ARE ACCEPTABLE. MATCH EXISTING UNDAMAGED UNITS' EDGE CONDITION.
4. "DAMAGE" SHALL INCLUDE CRACKS, SEPARATIONS, EXCESSIVE WEAR, AND STAINING/SOILING THAT CAN NOT BE
CLEANED TO COR'S SATISFACTION.
5. NEW PAVERS: U1 - STONE PAVER; VERIFY MATCH TO CLEANED EXISTING PAVERS TO BE RE-USED; REFER TO PRODUCT
SCHEDULE FOR ADDITIONAL INFORMATION.
5.1. CLEANING: SOAKING & WATER WASHING WITH DETERGENTS. USE STEAM/HOT-PRESSURIZED WATER CLEANING & CHEMICAL ALKALINE CLEANERS, ONLY AS APPROVED BY COR. ADHERE TO REQUIREMENTS OF NPS PRESERVATION BRIEF 1, ASSESSING CLEANING AND WATER-REPELLENT TREATMENTS FOR HISTORIC MASONRY BUILDINGS.
5.2. CLEAN NOT LESS THAN 5 SAMPLES OF EXISTING BROKEN STONES SELECTED BY COR. CLEAN ONE HALF OF EACH STONE FOR COR'S EVALUATION. OBTAIN COR'S APPROVAL OF CLEANING PROCESS PRIOR TO CLEANING.
6. SET PAVERS 18" ABOVE TOPS OF ADJACENT EXISTING HEADER AND ABUTTING PAVEMENTS. SLOPE UNIFORMLY ACROSS
SIDEWALK. ENSURE POSITIVE DRAINAGE.
7. ASSUME 30% NET SQUARE FEET OF STONE NEED TO BE REPLACED DUE TO EXISTING DAMAGE. PROVIDE AN ALLOWANCE TO REPLACE AN ADDITIONAL 15% NET SQUARE FEET FOR SUBSEQUENT DAMAGES THAT HAVE OCCURRED SINCE SURVEY.
EXISTING AGGREGATE BASE
MATCH
EXISTING
(TYP.)
S1 - STONE PAVER
1"
EX. CONCRETE
HEADER TO
REMAIN
±2
UNIT PAVING
1 1/2" = 1'-0"
LS-301
CONCRETE PAVING
PEDESTRIAN
1"
NOTES:
1. INSTALL PAVER COURSES IN STRAIGHT LINES AND TRUE ARCS AND TANGENTS.
2. PROVIDE 1
16"-1 8" JOINTS, TIGHT AGAINST SPACER LUGS, TYPICAL. FOR ORTHOGONAL FIELDS, INSTALL PAVERS TIGHT
AGAINST CAST-IN SPACER LUGS.
3. FOR ALL CUTS, REPLICATE EDGE CONDITION OF UNCUT UNIT.
4. COURSE OUT UNITS IN BORDER ROWS EVENLY. CUT UNITS LESS THAN 34 PAVER DIMENSION ARE PROHIBITED.
5. FOR RADIAL COURSES, INSTALL SYMMETRICALLY CUT UNITS AT REGULAR INTERVALS.
6. PROVIDE EDGING ANCHORS @ MAX. 24" O.C. & AS NECESSARY TO PROVIDE STABLE, UNIFORMLY CURVED EDGE.
31 4"
VE
RI
FY
3" 4" 4" 3"
U1 - UNIT PAVER
REFER TO PRODUCT SCHEDULE
U1.1 - JOINT FILL
REFER TO PRODUCT SCHEDULE
U1.2 - PAVER EDGING
REFER TO PRODUCT SCHEDULE
8" x 3" STAINLESS STEEL
EXPANSION ANCHOR
MORTAR SETTING BED
MORTAR BOND COAT
4" JOINT
VARIES
ACCESSIBLE RAMP
1/2" = 1'-0"
8% M
AX
2'-6"
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
ADJACENT SIDEWALK
LS-301
DETECTABLE WARNING
PLATES
2' -0
SAWCUT
REFER TO
CIVIL PLANS
EXISTING CURB & GUTTER
TO REMAIN
6' -0
" M
AX
TRANSITION
CURBFLUSH CURB
TRANSITION
CURB
REFER TO
CIVIL PLANS
REFER TO
CIVIL PLANS
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.
DETECTABLE WARNING PLATES
1 1/2" = 1'-0"
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
TOOL UNIFORM 3
16" RADIUS (TYP.)
P1 - DETECTABLE WARNING PLATES;
REFER TO PRODUCT SCHEDULE21
2"
EXISTING CURB
(BEYOND)
ALIGN TO ADJACENT EXISTING
GUTTER PAN EACH END
(2) #4 BARS
DRILL & GROUT; SET 6" INTO
ADJACENT EXISTING GUTTER
ADJACENT ASPHALT PATCH
REFER TO CIVIL PLANS
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
SITE DEVELOPMENT DETAILS
LS-301
G
M a r i e t t a
N a t C e m
L o d g e C a d d o c s
L S
D e t a i l s d w g
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PRIME CONSULTANT
7 STAIR
3/4"=1'-0"
SECTION
2" ALUMINUM PIPE TOP RAIL W/
MATCHING DOME DRIVE-ON CAP
8" x 0.058" WALL; SQUARE TUBE
ALUMINUM POST; WELD TO TOP RAIL
NOTES:
1. REFER TO GRADING PLAN FOR RISER ELEVATIONS. VERIFY IN FIELD PRIOR TO FABRICATION.
2. PROVIDE EQUAL HEIGHT RISERS.
3. GRIND SMOOTH ALL WELDS & BURRS PRIOR TO FINISHING.
4. HIGH PERFORMANCE COATING PER 05 52 13, DARK BRONZE. PROVIDE SAMPLES FOR COR'S APPROVAL PRIOR TO FABRICATION.
LAYOUT POINT
REFER TO LS-201
PLAN
6"Ø x 38" ALUMINUM BASE PLATE; ROUND-OVER EXPOSED EDGES;
WELD TO POST; PRE-DRILL ANCHOR HOLES; SHIM TO PLUMB POST
W/ CONCEALED STAINLESS STEEL SHIMS; ANCHOR W/ (4) 38" x 4" MIN.
STAINLESS STEEL EXPANSION ANCHORS W/ WASHERS & ACORN NUTS
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
LS-301
EXPANSION JOINT
(TYP.)
#4 REBAR; 18" O.C. MAX.
BOTH WAYS
COMPACTED AGGREGATE
GDOT GAB
COMPACTED SUBGRADE
6" (T
YP
10"
2"
1.5%
R 1 2 "
9"
VIF33
4"
4"
VIF
4"
R6"
2' -1
0"
6" 6"
1'-2" 1'-2" 1'-2"
1' -6
" M
IN
6" 3"
5 F3 - BENCH
NOTES:
1. REFER TO PRODUCT SCHEDULE, LS-301.
PROVIDE (1) ANCHOR
EACH LEG, LOCATION AS
INDICATED
POW/MIA FLAG POLE
NOTES
1. REFER TO PRODUCT SCHEDULE.
2. REFER TO BASE, 3/LS-302.
3. 3'x5' POW/MIA FLAG PROVIDED AND INSTALLED BY GOVERNMENT.
4. PROVIDE SHOP DRAWINGS SEALED BY FLAG POLE MFR'S STRUCTURAL ENGINEERING CONFIRMING SPECIFICATIONS
INDICATED ABOVE FOR THE PROJECT SITE. INDICATED RECOMMENDED CHANGES & PROVIDE AT NO ADDITIONAL COST.
MIA MEMORIAL
1" = 1'-0"
EXISTING MEMORIAL BASE
NOTES:
1. REMOVE MEMORIAL FROM EXISTING CONCRETE FOOTING WITHOUT DAMAGE AND STORE AT A PROTECTED LOCATION OFF
THE GROUND, AS APPROVED BY COR.
2. INSPECT UNDERSIDE OF MEMORIAL BASE. REMOVE MORTAR DEPOSITS. REMOVE NATURALLY OCCURRING BURRS AND
SURFACE IRREGULARITIES AS NECESSARY TO PROVIDE A BASE WITHIN 14" OF UNIFORM, PARALLEL TO THE MEMORIAL.
3. PLACE MEMORIAL BASE ON STAINLESS SHIMS TO LEVEL & PLUMB. MAINTAIN MIN. 12" SETTING BED DEPTH.
5. SETTING BED: HIGH-STRENGTH, NON-SHRINK NON-METALLIC GROUT; QUIKRETE NON-SHRINK PRECISION GROUT OR EQUAL, AS APPROVED BY COR.
SETTING BED
EXISTING MEMORIAL
ADJACENT PAVING
FRONT BACK
COMPACTED SUBGRADE
CIP CONCRETE FOOTING
ELEVATIONSECTION
1' -6
1"
(TYP.)
2"
±1'-1" ±2'-8"
4" JOINT FILL SWEPT JOINT
3"
(TYP.) 5
LS-301
CONSTRUCTION JOINT
DELETE DOWEL
#4 EPOXY COATED REBAR
(TYP.)
POW/MIA FLAG POLE BASE
1"=1'-0"
5' -0
" M
IN
NOTES
1. BROOM CONCRETE UNIFORMLY AND CONCENTRICALLY AROUND POLE.
2. PROVIDE TEMPORARY PROTECTIVE COVERING TO PROTECT FLAG POLE DURING WORK CONCRETE WORK.
3. REFER TO PROJECT MANUAL, APPENDIX I, GEOTECHNICAL ENGINEERING REPORT FOR SPECIFIC REQUIREMENTS.
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
ADJACENT PAVING
TBD
LS-302
POW/MIA FLAG POLE
LS-301
CONCRETE JOINTING
EXPANSION JOINT
3'-0"
2'-2" MIN.
US FLAG BASE REPAIR
3/4"=1'-0"
EXISTING FLAG POLE
DO NOT DAMAGE
8"
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
DEMO & REMOVE TOP OF EXISTING
FOOTING TO MAX. DEPTH SHOWN
0" M
IN
2" M
AX
NOTE:
1. BROOM CONCRETE UNIFORMLY AND CONCENTRICALLY AROUND POLE.
2. PROVIDE TEMPORARY PROTECTIVE COVERING ON FLAG POLE TO PROTECT DURING DEMOLITION
AND CONCRETE WORK.
1"
#4 BAR; EPOXY COATED OR
STAINLESS STEEL; 12" x 16";
CIRCULAR ARRAY; 6" SPACING
DRILL EXISTING FOUNDATION;
EPOXY BARS IN PLACE
LS-301
EXPANSION JOINT (SIM.)
DELETE DOWEL
1' -6
6"
3"
6'-0"
3" SQUARE STEEL POST
R1 - FINIAL
REFER TO PRODUCT SCHEDULE
R2 - FLANGE
REFER TO PRODUCT SCHEDULE
2'-6" 6"
5%
1'-0"2'-0"
VA
RI
ES
6 SITE RAIL
3/4"=1'-0"
ELEVATION
(TYP.)
SECTION
1" SCHED 40 STEEL
PIPE RAIL (TYP.)
R3 - STEEL EDGING
REFER TO PRODUCT SCHEDULE
#57 RIVER GRAVEL;
BROWN/WHITE/TAN
FILTER FABRIC
ELEVATIONS
SURFACE-MOUNT
1' -6
6" VI
F 3"
6"
6"Ø x 38" STEEL BASE PLATE;
WELD TO POST (TYP.)
NOTES:
1. BASE PLATES: PRE-DRILL ANCHOR HOLES; SHIM TO PLUMB POSTS W/ CONCEALED STAINLESS STEEL SHIMS; ANCHOR W/ (4) 38" x 3" MIN. STAINLESS STEEL EXPANSION
ANCHORS W/ WASHERS & ACORN NUTS.
2. SHOP-PAINT ALL METAL EXCEPT FASTENERS PER 05 52 13 PRIOR TO FABRICATION; MEDIUM GLOSS BLACK. PROVIDE FINISH SAMPLES FOR COR'S APPROVAL PRIOR TO
FABRICATIONS. PREPARE ALL GALVANIZED SURFACES PER 05 52 13 PRIOR TO PAINTING.
3. ALL FASTENERS SHALL BE STAINLESS STEEL. APPLY PAINT MFR'S MATCHING TOUCH-UP PAINT TO FASTENERS IN THE FIELD FOLLOWING INSTALLATION.
1' -6
4"
10" CIP CONCRETE
FOOTING
COMPACTED
SUBGRADE
1" 1"
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
SITE DEVELOPMENT DETAILS
LS-302
G
M a r i e t t a
N a t C e m
L o d g e C a d d o c s
L S
D e t a i l s d w g
A M
T D
S t d D W G
T o
P D F p c
U
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PRIME CONSULTANT
HYDRANT
NOT TO SCALE
4/LS-301 (SIM.)
HYDRANT SIGN
NOT TO SCALE
ls-303
FLORAL REGULATIONS DECALS
6" = 1'-0"
NOTES:
1. BACKGROUND COLOR: DARK BRONZE TO MATCH RECEPTACLE.
2. CHARACTERS : DIE-CUT VINYL, WHITE, HELVETICA MEDIUM, SIZE & MESSAGE AS SHOWN.
3. PROVIDE FULL-SIZE PAPER MOCKUP FOR COR'S REVIEW AND APPROVAL PRIOR TO ORDERING.
FLORAL
REGULATIONS
1 4" M
IN
(T
YP
4" MIN
(TYP.)
4"
1'-2"
EQ
EQ
EQ.
4" CHARACTERS2"
1"
91 2"
EQ.
HINGE
4" CHARACTERS
1. Fresh cut flowers may be placed on graves at any time. Metal temporary flower containers are available.
2. Floral items will be removed from graves as soon as they become faded and unsightly.
3. Artificial flowers may be placed on graves only during the period of October 10 through April 15.
4. Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday and Memorial Day.
5. Christmas wreaths or grave blankets are permitted on graves during the Christmas season and will be removed not later than January 20 of each year. Grave floral blankets may not be larger in size than two by three feet.
6. During the lawn mowing and ground maintenance season, all floral items will be removed from graves on the < . . . > and < . . . > of each month.
7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.
8. Floral items and other types of decorations will not be secured to headstones or markers.
EQ. EQ.
HYDRANT POST SECTION
NOT TO SCALE
FLOWER WATERING STATION
NOT TO SCALLE
FLUSH CURB & GUTTER
REFER TO CIVIL PLANS
SAWCUT EXISTING
CURB & GUTTER
TRANSITION CURB;
REFER TO CIVIL PLANS
EXISTING CURB &
GUTTER TO REMAIN
NOTES:
1. EXISTING LINE IS NOT IN OPERATION. CEMETERY WILL REACTIVATE, SCHEDULE UNKNOWN. CONTRACTOR IS NOT RESPONSIBLE FOR REPAIRS/ALTERATIONS TO
EXISTING SERVICE PIPE, BEYOND EXTENSION & CONNECTION TO HYDRANT, THAT MAY BE REQ'D TO PROVIDE ADEQUATE FLOW/PRESSURE.
2. CUT A METAL COMPRESSION TEE W/ NPT OUTLET & METAL COMPRESSION REPAIR COUPLING & FITTINGS AS REQ'D INTO EX SERVICE PIPE AT APPROXIMATE
LOCATION INDICATED ON PLAN. EXTEND SERVICE TO QC & VALVE W/ 1” TYPE K COPPER PIPE TO 1" NPT STAINLESS STEEL NIPPLE AT QC. PROVIDE ADD'L MATCHING
ELBOWS & FITTINGS AS REQ'D. EXTEND & ROUTE NEW PIPE AS NECESSARY.
3. PROVIDE RAIN BIRD 5RC QUICK COUPLING VALVE OR APP'D EQUAL IN 8-10" ROUND IRON VALVE BOX UPSTREAM FROM SERVICE VALVE AND PRESSURE REGULATOR.
SET QCV W/ LID 2.5-5" BELOW FG. PROVIDE HOSE ADAPTER TO MATCH SIZE DIRECTED BY COR W/ MATCHING KEYS, LOOSE. VERIFY ACCESS BOX LID SEATS OVER QC
& KEY SWINGS FULLY WITHOUT INTERFERENCE.
3'-0" 6"
LS-303
HYDRANT
FINISH GRADE DISTURBED AREAS W/
TOPSOIL FILL & TURF SOD PER 32 90
00. FEATHER ADJACENT GRADES &
PROVIDE POSITIVE DRAINAGE.
QC IN FERROUS IRON
VALVE BOX FLUSH W/
PAD
EXTEND TO EXISTING WATER
LINE, AS INDICATED 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
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E F
© COPYRIGHT 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
SITE DEVELOPMENT DETAILS
LS-303
G
M a r i e t t a
N a t C e m
L o d g e C a d d o c s
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PRIME CONSULTANT
PERGOLA - PLAN
1/4" = 1'-0"
2 3 4
C B
A
12'-0" 12'-0" 12'-0"
'-3
'-3
1' -6
1'-6" 1'-6"
1' -6
EXISTING MASONRY PIER
(TYP.)
EXISTING BASE PLATE
(TYP.)
8" STEEL U-BOLT W/ WASHER & NUT @
EACH BEAM; CUT OFF @ 2ND EXPOSED
THREAD & PEEN TO REMOVE BURRS
(TYP.)
NOTES:
1. PROTECT ADJACENT PLANT MATERIAL, FINISHED WORK, BRICK MASONRY, AND OTHER ADJACENCIES FROM SANDBLASTING AND OTHER PAINT REMOVAL ACTIVITIES AND ALL PAINT AND
CHEMICAL MATERIALS AT ALL TIMES.
2. COORDINATE W/ COR TO SCHEDULE NCA AGRONOMIST TO TRIM PERIPHERAL VINES PRIOR TO WORK. OVERHEAD VINES AND VINES ON PIERS WILL NOT BE REMOVED.
3. PREVENT DAMAGE TO ANY VINE GREATER THAN 38" DIAMETER. DO NOT REMOVE ANY VINE MATERIAL UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY COR.
4. PROVIDE TEMPORARY BRACING AS REQUIRED TO SUPPORT VINES WITHOUT DAMAGE WHILE ADJACENT WORK IS UNDERWAY.
4.6. DO NOT LIFT VINE MASS MORE THAN 1".
4.7. PROTECT VINES W/ TIGHTLY ROLLED CARPET OR EQUIVALENT PADDING BETWEEN BRACING AND WOODY VINES.
4.8. DO NOT SCRAPE WOODY VINES.
5. JOISTS:
5.1. REMOVE JOISTS AND ANCHORING U-BOLTS. REPLACE JOISTS WITH NEW PRE-FINISHED MATERIAL AND STAINLESS STEEL U-BOLTS, WASHERS & NUTS.
5.2. PLACE EACH NEW JOIST INTO POSITION BY TEMPORARILY AFFIXING END TO EXISTING AND DRAWING IT THROUGH, OR EQUIVALENT, AS APPROVED BY COR.
5.3. REASSEMBLE IN ORIGINAL CONFIGURATION.
6. BEAMS & BASE PLATES:
6.1. COORDINATE WORK WITH THAT OF JOIST REPLACEMENT TO LIMIT POTENTIAL FOR DAMAGE TO FINISHED WORK.
6.2. ADHERE TO NATIONAL PARK SERVICE'S PRESERVATION BRIEF 27, THE MAINTENANCE AND REPAIR OF ARCHITECTURAL CAST IRON.
6.3. STRIP EXISTING PAINT FROM ALL SURFACES EXCEPT UPPER-MOST SURFACE OF BEAMS BY FIRST SCRAPING. REMOVE REMAINING FINISH, RUST, OTHER CORROSION, AND STAINS VIA
DRY, LOW-PRESSURE SANDBLASTING, 200 PSI MAXIMUM. SELECT AREAS MAY BE FURTHER TREATED WITH KLEAN STRIP'S GKPS300 PREMIUM STRIPPER AND REMOVED WITH CLEAN WATER, SCRAPERS, AND BRASS BRUSHES. CLEAN WITH SCOTCHBRITE PAD AND WATER; ALLOW TO DRY THOROUGHLY
6.4. WHEN ALL PAINT IS REMOVED, PRIME & PAINT AS BELOW, PER MFR'S WRITTEN SPECIFICATIONS.
6.5. APPLY ALOCIT SYSTEMS 28.14 EPOXY COATING-ZINC PRIMER AND SHERWIN WILLIAMS B66-1150 SERIES PRO INDUSTRIAL DTM ACRYLIC SEMI-GLASS PAINT. MATCH COMMITTAL
SERVICE SHELTER COLUMNS. APPLY ALL COATINGS FREE OF BRUSH STROKES, RUNS, AND OTHER SURFACE IRREGULARITIES.
7. TOUCH UP INCIDENTAL DAMAGES TO FINISHED WORK. REFINISH SIGNIFICANT DAMAGES, AS REQUIRED BY COR.
8. FOLLOWING OVERHEAD WORK, CLEAN MASONRY PIERS BY BUCKET-AND-BRUSH HAND CLEANING OF EXISTING MASONRY PER BIA'S TECHNICAL NOTE 20, CLEANING BRICKWORK, LATEST
EDITION. POWER WASHING IS PROHIBITED. IF CONDITION WARRANTS USE OF DETERGENT, USE ONLY PRODUCT(S) LABELED BY THE MFR AS NON-PHYTOTOXIC & ACCORDING TO LABELED DIRECTIONS. USE THE LOWEST CONCENTRATION POSSIBLE. DO NOT EXCEED RECOMMENDED SOAKING TIME FOLLOWING APPLICATION. FLUSH SURFACES, PLANT MATERIAL, AND
ADJACENT GRADE THOROUGHLY FOLLOWING IMMEDIATELY FOLLOWING CLEANING.
9. PRIOR TO WORK, SUBMIT AND OBTAIN COR'S APPROVAL OF EACH OF THE FOLLOWING:
9.1. PERGOLA DISASSEMBLY, TEMPORARY BRACING, PADDING, AND REASSEMBLY PROCEDURES, INCLUDING LIST OF EQUIPMENT REQUIRED.
9.2. MASONRY CLEANING PROCEDURE AND PRODUCT(S), INCLUDING TOOLS AND TECHNIQUES.
9.3. TESTING INCONSPICUOUS AREA(S), AS DIRECTED BY COR, OF MASONRY CLEANING PROCEDURE AND PRODUCT(S).
10. PROTECT STRIPPED METAL AND FINISHED WORK FROM WEATHER, CONTACT, AND OTHER DAMAGE OR POTENTIAL DAMAGE AT ALL TIMES.
11. ADHERE TO PRODUCT MFRS' WRITTEN SPECIFICATIONS & PRECAUTIONS.
12. PRESSURIZED WATER, STEAM, HEAT, CAUSTIC CHEMICALS, OR ANY OTHER METHOD, TOOL, OR PRODUCT THAT CAUSES OR IS REASONABLY LIKELY TO CAUSE DAMAGE ARE PROHIBITED.
8" STEEL FLAT CAP; BUTT WELD &
GRIND SMOOTH & SQUARE
(TYP.)
2" SCHEDULE 40 STEEL PIPE JOIST
(TYP.)
EXISTING BEAM
(TYP.)
SIGN BLANK
SR.1 - SIGN PANEL
1-1/2" = 1'-0"
ATTENTION VISITORS
We welcome you to these hallowed grounds. To preserve the dignity, beauty, and serenity of the cemetery, we ask you to observe our cemetery restrictions. Thank you for your cooperation.
The following activities are prohibited:
· Any form of sports or recreation, including but not limited to jogging, bicycling, skating, and picnicking.
· Public gatherings of a partisan nature.
· Littering.
· Cutting, breaking, or injuring trees, shrubs, grass, or other plantings.
· Pets other than service animals.
· Boisterous actions.
If you need assistance, please call Georgia National Cemetery at 770-479-9300
NOTES:
1. SIGN BLANK: 3
16" MIN. ALUMINUM; ANODIZED TO MATCH SIGN COMPONENTS; ANCHOR W/ TAMPER-RESISTANT
STAINLESS STEEL FASTENERS.
2. GRAPHICS & CHARACTERS: DIE-CUT APPLIED VINYL; REFLECTIVE WHITE, EQUAL TO ENGINEERING GRADE 3M SCOTCHLITE.
3. CHARACTERS: ARIAL.
4. PROVIDE FULL-SIZE PAPER MOCKUP OF EACH SIGN FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
4'-0"
3' -1
1"
2"
(TYP.)
EQ
13 4" 11 2"
11 4" (T
YP
13 4" 1"
EQ
4"
4" BORDER
SR.1- SIGN, REGULATIONS
1"=1'-0"
LS-304
SR.1 - SIGN PANEL
LS-301
CONCRETE PAVING
PEDESTRIAN (SIM.)
NOTES:
1. DETAIL BASED ON NC-01.02-m2, NATIONAL CEMETERY SIGNS DESIGN GUIDELINES.
2. ALL SIGN COMPONENTS ARE SHOP PAINTED CAST BRONZE EQUIVALENT TO MATHEWS MP07458 PER NATIONAL CEMETERY SIGNS DESIGN GUIDELINES, UNLESS
OTHERWISE INDICATED.
3. ALL FASTENERS ARE STAINLESS STEEL UNLESS OTHERWISE INDICATED.
5. PROVIDE SHOP DRAWINGS FOR COR'S REVIEW PRIOR TO FABRICATION.
6. ORIENT PARALLEL TO ADJACENT EDGE OF PAVEMENT. FLAG POSTS IN FIELD FOR APPROVAL BY COR PRIOR TO INSTALLATION.
7. SLOPE SURROUNDING FINISHED GRADE DOWN AT 4-5% IN ALL DIRECTIONS, MINIMUM 18" RUN.
CAP; 1
16" ALUMINUM PLATE W/ CHAMFERED
EDGES; DRIVE-ON OR W/ BLIND TABS &
MECHANICALLY FASTENED
POST; 2"x4" RECT. TUBE AL; WALL
THICKNESS PER SIGN MFR'S
WRITTEN SPECIFICATIONS
ELEVATION
4'-1"
PLAN
SECTION
FRONT
4' -0
5' -0
ATTENTION VISITORS
We welcome you to these hallowed grounds. To preserve the dignity, beauty, and serenity of the cemetery, we ask you to observe our cemetery restrictions. Thank you for your cooperation.
The following activities are prohibited:
· Any form of sports or recreation, including but not limited to jogging, bicycling, skating, and picnicking.
· Public gatherings of a partisan nature.
· Littering.
· Cutting, breaking, or injuring trees, shrubs, grass, or other plantings.
· Pets other than service animals.
· Boisterous actions.
If you need assistance, please call Georgia National Cemetery at 770-479-9300
2"
FG
FG
SIGN
1' -2
EQ. EQ.
5'-8"
ROUND ALUMINUM BASE PLATE; THICKNESS PER
MFR'S WRITTEN SPECIFICATIONS; WELD TO POST
& GRIND SMOOTH; ROUND OVER EXPOSED
EDGES; PRE-DRILL ANCHOR HOLES; PROVIDE
GROUT LEVELING BED & CONCEALED STAINLESS
STEEL SHIMS TO SET PLUMB & SECURELY
(3) EVENLY SPACED STAINLESS STEEL EXP.
ANCHORS W/ WASHERS & ACORN NUTS PER
SIGN MFR'S WRITTEN SPECIFICATIONS.
(2) #4 BARS
(2) #4 BARS; 12" x 20"
EACH SIDE
CIP CONCRETE FOOTING
COMPACTED SUBGRADE
1" x 1" CONTINUOUS CHAMFER
SLOPE
6" 1'
-8
LAYOUT POINT
1'-0"Ø
INTERPRETIVE PANELS
1"=1'-0"
2"x3" ALUMINUM TUBE POST
CAP; 1
16" ALUMINUM PLATE W/
CHAMFERED EDGES; DRIVE-ON OR W/
BLIND TABS & MECHANICALLY FASTENED
ROUND ALUMINUM BASE PLATE; THICKNESS
PER MFR'S WRITTEN SPECIFICATIONS; WELD
TO POST & GRIND SMOOTH; ROUND OVER
EXPOSED EDGES; PRE-DRILL FOR ANCHORS;
PROVIDE CONCEALED STAINLESS STEEL
SHIMS TO SET PLUMB & SECURELY
(3) EVENLY SPACED STAINLESS STEEL EXP.
ANCHORS W/ WASHERS & ACORN NUTS PER
SIGN MFR'S WRITTEN SPECIFICATIONS.
CIP CONCRETE FOOTING; 1" CHAMFER
EXPOSED EDGES
COMPACTED SUBGRADE
NOTES:
1. RELOCATE (3) EXISTING INTERPRETIVE PANELS INDICATED. REMOVE AND SALVAGE SIGN PANELS FOR RE-USE;
DEMOLISH POSTS & FOOTINGS.
2. EXISTING STAINLESS STEEL FASTENERS & HARDWARE IN GOOD CONDITION MAY BE RE-USED. REPLACE ALL OTHERS
W/ STAINLESS STEEL.
3. MATCH CONFIGURATIONS OF EXISTING ANCHORAGES. MAKE ADJUSTMENTS NECESSARY TO INSTALL PANELS, AS
APPROVED BY COR. PROVIDE ADDITIONAL BRACKETS/FASTENERS AS NECESSARY. PROVIDE SHOP DRAWINGS AND
OBTAIN COR'S APPROVAL PRIOR TO FABRICATION.
4. POWDER COAT NEW COMPONENTS TO MATCH EX. POSTS. MAINTAIN ONSITE UNTIL NEW POSTS ARE ACCEPTED.
2-POST SIGN1-POST SIGN
2"x2" ALUMINUM
TUBE POST
16" PLATE
ALUMINUM CAP
1' -0
MATCH EX.
3' -0
3' -0
MATCHEX.
1' -8
(T
YP
1'-0"Ø
(TYP.)
ADJACENT AGGREGATE
REFER TO PLANS
PERGOLA, CIRCA 1940 - REFERENCE PHOTO
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
SITE DEVELOPMENT DETAILS
LS-304
G
M a r i e t t a
N a t C e m
L o d g e C a d d o c s
L S
D e t a i l s d w g
A M
T D
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PRIME CONSULTANT
LOW LIMITS OF WORK
LINE OF EXISTING HEADSTONES, APPROXIMATE| |
UTILITY LINE INDICATED IN 1947
PROPOSED WATER SUPPLY SYSTEM PLANSAN
UTILITY LINE INDICATED IN 2014 ROADWAY AND
STORM DRAINAGE REPLACEMENT PLANSE
GAS
SOIL BORING; REFER TO GEOTECHNCIAL REPORTB
L
O
W
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S
A
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S
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A
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SAN SAN
L O
W
MV2
MV1
LP-201
PLANTER EDGING
(TYP.)
AGGREGATE
COVER
E
E
E
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LODGE
L O
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L O
W L O
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L O
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LOW
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6'- 0"
3' -0
LOW
LOW
LOW LOW LOW LOW
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LOWLOW
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EEEEE
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G A
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G A
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MAINTENANCE
BUILDING
LEGEND
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
NOTES
NOT TO SCALE
KEY
PLANTING PLAN
LP-101
ENLARGEMENT 2 - FLAGSTONE SIDEWALK & PERGOLA
1:10
0 5 10 20 30
1. CORE AERATE TO 3" DEPTH WHERE MATTING WAS INSTALLED
& WHERE OTHER CONSTRUCTION ACTIVITIES COMPACTED SOIL,
AS DIRECTED BY COR. REPLACE TURF IF DIRECTED BY COR.
2. PROVIDE TURF PER LP-201 AND 32 90 00 IN ALL DISTURBED
AREAS NOT OTHERWISE PLANTED OR PAVED THROUGHOUT
PROJECT.
3. PROVIDE TOPSOIL AT EXCAVATED AREAS.
4. REFER TO GRADING PLAN FOR FINISHED GRADES. FEATHER ALL
NEW GRADES UNIFORMLY INTO ADJACENT EXISTING GRADES.
ENSURE POSITIVE DRAINAGE.
ENLARGEMENT 1 - CSS & POW/MIA MEMORIAL
1:10
ENLARGEMENT 3 - RESTROOM BUILDING
1:10
G
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PRIME CONSULTANT
NOTES:
1. REFER TO SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SOIL ANALYSES AND AMENDMENT
RECOMMENDATIONS, SOURCE LIST
2. TREES: PHOTOGRAPHS FOR INITIAL SELECTION, PHOTOGRAPHS FOR VERIFICATION, AND/OR TAGGING AT NURSERY AS REQUESTED BY COR.
3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
4. MEET REQUIREMENTS OF ANSI Z60.1, LATEST ADDITION, FOR ALL PLANT MATERIAL.
5. QUANTITIES GIVEN ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR MEETING THE DESIGN INTENT, AS INDICATED ON PLANTING PLANS.
6. ALL PLANTS SHALL BE HEALTHY, FULL, BALANCED, AND EXCEPTIONALLY HEAVY.
7. PROVIDE TURF SOD PER SPECIFICATIONS IN ALL DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED.
PLANTING NOTES
KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE SPACING REMARKS
TREES
MV1 1
Magolia virginiana 'JIM WILSON' MOONGLOW SWEET BAY MAGNOLIA
3" CAL.
B & B AS INDICATED
SINGLE-STEM TO 4' MIN.
MV2 4 8' HT. MATCHED; MULTI-STEM, 3-5
STEMS
ORNAMENTAL GRASSES
SH 80 Sporobolus heterolepis PRAIRIE DROPSEEED 1 GAL. CONT. 30" O.C.
TURF
TURF
SOD Eremochloa ophiuroides CENTIPEDEGRASS SOD
1' -6
M
IN
8" M
IN
ROOTBALL Ø
FULL WIDTH OF BED;
MIN. 3x ROOTBALL DIAMETER FOR SOLITARY TREES
ROOT COLLAR
CUT & REMOVE ROPES & TOP 1/3 OF
BURLAP & BASKET; REMOVE ALL OTHER
NON-BIODEGRADABLE MATERIAL
HARDWOOD STAKES OR DUCKBILL
ANCHORS; (3) EVENLY SPACED W/
TREE-TIE WEBBING, TENSION BUCKLES
& FLUORESCENT LIME GREEN FLAGS
3"
3" DEPTH MULCH
PLANTING SOIL MIX; REFER TO
SPECIFICATIONS
SCARIFY SIDES & BOTTOM OF
EXCAVATION
UNDISTURBED SUBGRADE
DRAINAGE WELL
FRACTURED SUBGRADE
36" MIN.
RO
O
TB
AL
L
LE
SS
COMPACTED SUBGRADE PEDESTAL
8" M
IN
GUY EACH STAKE TO 1 OF 3
LARGEST STEMS; GUY STEMS
TOGETHER; DO NOT ALTER FORM
OF TREE
NOTES:
1. REMOVE EXCESS SOIL DEPOSITED ON TOP OF ROOTBALL DURING CUTTING/BALLING PROCESS AND AS
NECESSARY TO EXPOSE ROOT COLLAR.
2. AT END OF WARRANTY PERIOD, REMOVE STAKES & WEBBING AND REPLACE EARTHEN RING W/ MULCH.
MULTI-STEM TREE PLANTING
LANDSCAPE EDGING
3 = 1'-0"
ADJACENT CONDITION VARIES;
REFER TO PLANS & BELOW
NOTES:
1. LANDSCAPE EDGING: R3 - EDGING PER PRODUCT SCHEDULE, LS-301.
2. MULCH: REFER TO 32 90 00; DELETE GEOTEXTILE FABRIC UNDERLAYMENT.
3. AGGREGATE COVER: 34" - 1" CLEAN WASHED CRUSHED GEORGIA MARBLE.
EDGING
STAKE
3" 3"
6"
GEOTEXTILE FABRIC;
REFER TO 32 90 00
1'-0"
PLANTING DETAILS &
PLANT SCHEDULE
LP-201
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
LODGE REHABILITATION, NEW
RESTROOMS, COMMITTAL SHELTER,
MISCELLANEOUS REPAIR ITEMS
MARIETTA NATIONAL CEMETERY
859CM3021
BJ JC, EM
November 18, 2022
Bid Documents - Issued for Construction
G
M a r i e t t a
N a t C e m
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D e t s S c h e d d w g
A M
T D
S t d D W G
T o
P D F p c
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File details come from the government source that posted it. Updated .