AMMEND 9-1-22 Design Sh 119-132 Sarasota Expansion.pdf

PDF 17 MB Posted Sep 1, 2022

Attached to: Y1AZ--Sarasota National Cemetery Expansion Project 931CM3004
Solicitation number: 36C78622B0025
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity for expansion work at the Sarasota National Cemetery. The solicitation number is 36C78622B0025 and seeks bids for the Sarasota National Cemetery Expansion Project 931CM3004 to add additional gravesites. The opportunity type is a solicitation and is an Invitation for Bid issued by the Department of Veterans Affairs National Cemetery Administration. The solicitation requests bids for gravesite expansion work at the Sarasota National Cemetery to increase burial capacity. Responses are due by the date specified in the IFB and work will be awarded thereafter to the responsible bidder offering the lowest price.

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Other files

File	Type	Posted
36C78622B0025 0003.docx	DOCX document	Sep 19, 2022
AMMEND 9-1-22 Design Sh 133-140 Sarasota Expansion.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Spec Appen A Sarasota Expansion.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Specifications Sarasota Expansion.pdf	PDF	Sep 1, 2022
C03 Sarasota Ammended 36C78622B0025 0002.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Sh 141-144 Sarasota Expansion.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Spec Appen B Sarasota Expansion.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Sh 113-117 Sarasota Expansion.pdf	PDF	Sep 1, 2022
AMMEND 9-1-22 Design Sh 118 Sarasota Expansion.pdf	PDF	Sep 1, 2022
36C78622B0025 0001.docx	DOCX document	Aug 25, 2022
Sarasota Expansion Design Sh 012-019b.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 095-112.pdf	PDF	Aug 25, 2022
Sarasota 931004_Specifications.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 054-069.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 070-094.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh_020-034.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 035-053.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 001-011.pdf	PDF	Aug 25, 2022
Sarasota Expansion Design Sh 113-147.pdf	PDF	Aug 25, 2022
P07 Sarasota Wage Determination Building.txt	TXT text file	Aug 23, 2022
S02_Attachment-_Contractor Price Estimate Worksheet.xlsx	XLSX spreadsheet	Aug 23, 2022
P07 Sarasota Wage Determination Heavy.txt	TXT text file	Aug 23, 2022
S02_Attachment-_852.219-77_Limitations on Subcontracting-Contractor Certification.pdf	PDF	Aug 23, 2022
P09 - SSP Sarasota Ph 2 Expansion Project 19 Apr 22.docx	DOCX document	Aug 23, 2022
P07 Sarasota Wage Determination Highway.txt	TXT text file	Aug 23, 2022
36C78622B0025.docx	DOCX document	Aug 23, 2022

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M.11

F4F4

F4 F4

SD.1

.1 SM

F4F4

F4 F4

PATRIOT CIRCLE

2425262728293031

4748495051525354

707172737475767778

93949596979899100101

116117118119120121122123124125

139140141142143144145146147148

162163164165166167168169170171172

185186187188189190191192193194195196

208209210211212213214215216217218219

231232233234235236237238239240241242243

254255256257258259260261262263264265266

277278279280281282283284285286287288289290

300301302303304305306307308309310311312313

323324325326327328329330331332333334335336

346347348349350351352353354355356357358359

369370371372373374375376377378379380381382

392393394395396397398399400401402403404405406

407408

416417418419420421422423424425426427428429430

431432

440441442443444445446447448449450451452453454

455456

464465466467468469470471472473474475476477478479

489490491492493494495496497498499500501502503504

514515516517518519520521522523524525526527

539540541542543544545546547548549550551

565566567568569570571572573574575

591592593594595596597598599600

617618619620621622623624625

644645646647648649650

671672673674675

698699700701

725726727

A-201

G4,3

G2,1

B2,1 G3,4

A2,1

A4,3

A6,5

A8,7 G1,2

A1,2

A3,4

A5,6

A7,8

B1,2

B3,4

B5,6

B7,8

B6,5

B4,3

B8,7

H2,1

H4,3

E8,7

H1,2

F8,7

F6,5

F4,3

F2,1H3,4

E4,3

E6,5

E2,1

F7,8

F5,6

F3,4

F1,2

E5,6

E3,4

E1,2

PA2

PA1

PA3

PA6

PA5

PG1

PA4

PG2

PF2

PF1

PF6

PF5

PH1

PF4

PH2

02 02

01 01

04 TYP OF 2 EA. COLUMBARIUM

R5'-6"

R8'-0"

FA1

FA2 FA3 R3'-0"

FA4

FG1

FG2 FG3

FG4

FG5

FG6

FG7

FG8

FG9

FG11

FG12

FG13

FG14

R3'-0"

FB1 FB8

FB2

FB7

FB3

FB4

FB6

FB5

FF2FF3

FF4

FH1

FH2FH3

FH4

FH5

FH6

FH7

FH8

FH9

FH11

FH12

FH13

FH14

FA5

FA6

FA7

R3 '-0

R3'-0"

PA9

PA10

PA11

PA12

R3 '-0

" PB5

PB6

R3'-0"

PB4

PB3

SM1 SM2

FB11 FB10

FB9

R3'-0"

R3 '-0

R3'-0"

PA7

PA8

PG3

PG4

FG10

PG5

PG6

PG7

PG8

PG9

2'-4" TYP.

PB1

PB2

PH3

PH4

PH7

PH8

PH9

FH10

FE8

FE2

FE7

FE3

FE4

FE6

FE5

PE1

PE2

FF5

FF6

FF7

PF9

PF10

PF11

PF12

PE5

PE6

FE11

FE10

FE9

PF7

PF8

FE1

2'-4" TYP.

6'- 3"

8'- 1"

6'-3"

8'-1"

A-202

A-205

A-203

A-204

A-206

FW1

FW2

FW4

FW3

FW8

FW6

FW5

FF1

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

CP13

CP14

CP16

CP17

CP19CP20

PG12

CP22

CP23

CP24

R4 0'

-0

'-7

R5'- 6"

R8'-0"

R4 0'

-0

CP18

R3'-0"

PE4

E7,8

PF3

FW7

PG10

R8 '-0

R3'-0"

R8'-0"

PG11

R4'-0"

CP21

R4'-0"

PH5

PH6 PH10

PE3

CP15

121212 121212

RAISED PLANTER PLAN

SCALE: 1/8" = 1'-0"

41'-3"

41'-7"

R7'-11" R6'-3"

SEE PLANTER WALL

COORDINATES TABLE

SEE PLANTER WALL

COORDINATES TABLE

PLANTER NAMES

AB: LOCATED BETWEEN COLUMBARIA AREAS A AND B

EF: LOCATED BETWEEN COLUMBARIA AREAS E AND F

SEE PLANTER WALL

COORDINATES TABLE SEE PLANTER WALL

COORDINATES TABLE2

A-215

LS-304

SM.x - MAP SIGN x.#

MISCELLANEOUS LAYOUT POINT;

REFER TO LAYOUT TABLE, 1/LS-101

SMx

LS-304

LS-301

CONSTRUCTION FENCECF

EARLY TURNOVER AREA

LS-302

CONCRETE PAVING - PEDESTRIAN

LS-302

CONTROL JOINT

LS-302

EXPANSION JOINT

LS-302

REINFORCED TURF

REFER TO CJ-10X FOR LAYOUT

LS-302 *MULITPLE ADJACENT UNITS

ROOT BARRIER;

0 10 20 40 60

LEGEND

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

KEYKEY

SITE PLAN:

COLUMBARIA AND

PHASING NARRATIVE

A-200

PLANTER WALL COORDINATES TABLE

PLAN

SYMBOL NORTHING EASTING

PA1 1025297.4656 592562.7858

PA2 1025289.2231 592555.1138

PA3 1025297.2139 592547.1801

PA4 1025338.4841 592548.1418

PA5 1025344.5209 592554.2220

PA6 1025338.6834 592560.4937

ON-GRADE PLANTER01

KEY NOTES

RAISED PLANTER: SEE 1/A-200 AND COLUMBARIA

ELEVATIONS FOR PLANTER DESIGNATIONS, A-201 TO A-206

03 DRAINAGE STRUCTURE: EXISTING

04 DRAINAGE STRUCTURE: PROPOSED

05 STORM DRAIN PIPE: EXISTING

06 STORM DRAIN PIPE: PROPOSED

2 COLUMBARIA SITE PLAN

1" = 20'-0"

EXISTING COLUMBARIUM SEQUENCING NARRATIVE

1. WARNING. CAP REPLACEMENT AND OTHER REPAIRS TAKE PLACE

DIRECTLY ABOVE AND IN CONTACT WITH OCCUPIED

COLUMBARIUM NICHES CONTAINING HUMAN REMAINS. DO NOT

REMOVE NICHE COVERS. DO NOT DAMAGE OR CAUSE DAMAGE

TO NICHES, NICHE COVERS, OR URNS. SHOULD ANY SUCH

DAMAGE OCCUR, IMMEDIATELY STOP WORK AND FOLLOW

DIRECTION OF COR AND/OR CEMETERY DIRECTOR. DO NOT

RESUME WORK UNTIL DIRECTED IN WRITING BY THE COR.

2. COLUMBARIUM WORK AREA 1 CONSISTS OF PROPOSED

COLUMBARIA A, B, AND G AND EXISTING COLUMBARIUM C.

COLUMBARIUM WORK AREA 2 CONSISTS OF PROPOSED

COLUMBARIA E, F, AND H AND EXISTING COLUMBARIUM D. EACH

WORK AREA INCLUDES ALL RELATED ADJACENT WORK

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

DEMOLITION, EXISTING COLUMBARIUM REPAIRS AND CAP

REPLACEMENT, NEW COLUMBARIUM CONSTRUCTION, DRAINAGE

& SUBDRAINAGE, PAVING, PLANTING, IRRIGATION, FURNISHINGS,

PLUMBING, SIGNAGE, AND CLEANUP.

3. INITIATE, COMPLETE, AND TURN OVER COLUMBARIUM WORK

AREA 1 PRIOR TO INITIATING COLUMBARIUM WORK AREA 2.

4. COMPLETE AND TURN OVER EXISTING COLUMBARIUM C PRIOR

TO THE COMPLETION AND TURNOVER OF COLUMBARIUM WORK

AREA 1.

5. COMPLETE AND TURN OVER EXISTING COLUMBARIUM D PRIOR

TO THE COMPLETION AND TURNOVER OF COLUMBARIUM WORK

AREA 2.

6. EXISTING CAP REPLACEMENT, GENERAL:

a. PROVIDE A PLAN INDICATING DIMENSIONED LOCATION AND

IDENTIFCATION OF EACH EXISTING COLUMBARIUM NUMBER

ON EACH SIDE OF EACH COLUMBARIUM WALL. OBTAIN COR'S

APPROVAL PRIOR TO DEMOLITION.

b. SUBMIT A DETAILED PLAN TO ACCOMPLISH EXISTING

COLUMBARIA CAP REPLACEMENT AND RELATED WORK FOR

COR'S REVIEW NO LESS THAN 90 DAYS IN ADVANCE OF START

OF CAP WORK. INCLUDE TEMPORARY PROTECTIVE DEVICES

AND TOOLS & TECHNIQUES FOR CAP REMOVAL.

c. CLOSE NO MORE THAN 3 ADJACENT EXISTING COLUMBARIUM

WALLS AT ONE TIME. INSTALL PRIVACY SCREENS AND

SIGNAGE AS NECESSARY AND AS DIRECTED BY COR.

d. COMPLETE ALL WORK ASSOCIATED WITH EACH SUCH

CLOSURE, ABOVE, IN NO MORE THAN FIVE (5) CONSECUTIVE

DAYS BETWEEN MONDAY AND FRIDAY SO THAT AREA IS

SECURE, CLEAN, AND OPEN TO THE PUBLIC THE FOLLOWING

SATURDAY AND SUNDAY.

e. PROTECT ALL NICHE COVERS OF AFFECTED WALLS AND

ADJACENT IMPROVEMENTS FROM DAMAGE.

f. SECURE AND PROTECT FROM WEATHER TOP OF EACH WALL

FOLLOWING CAP REMOVAL AND UNTIL NEW CAPS AND JOINT

FILL MATERIALS ARE INSTALLED.

7. EXISTING CAP REPLACEMENT, DEMOLITION:

a. THE FOLLOWING WORK SHALL TAKE PLACE UNDER THE

DIRECT SUPERVISION OF THE COR AND THE CEMETERY

DIRECTOR OR DIRECTOR'S DESIGNEE. DO NOT PROCEED IN

THE ABSENCE OF SUCH SUPERVISION.

b. CAPS ARE THOUGHT TO BE SET IN A FULL MORTAR BED

DIRECTLY ON THE EXISTING PRECAST CONCRETE SUBSTRATE.

c. REMOVE CAULKING AROUND CAP EDGES.

d. BEGIN SELECTIVE DEMOLITION OF FIRST CAP BY SAW CUTTING

TO, BUT NOT THROUGH, EXISTING MORTAR BED IN BOTH

DIRECTIONS [CLARIFY WHAT “BOTH” MEANS] TO INVESTIGATE

AND DETERMINE A SAFE AND REPEATABLE TECHNIQUE TO

ALLOW CLEAVAGE OF CUT CAP SECTIONS FROM MORTAR BED

CLEANLY AND WITHOUT DAMAGE TO PRECAST CONCRETE

SUBSTRATE.

e. FOLLOWING REMOVAL OF CAP UNITS FROM EACH WALL, REMOVE EXISTING MORTAR TO PRECAST CONCRETE

SUBSTRATE TO CREATE A CLEAN UNIFORM SURFACE. REMOVE

CAULK AND OTHER MATERIALS REMAINING OF FACE OF

PRECAST COLUMBARIUM SUBSTRATE.

f. INSTALL NEW EPDM MEMBRANE ACROSS ENTIRE TOP OF

EACH COLUMBARIUM WALL. INSTALL MORTAR BED, NEW CAP

UNITS, JOINT FILL, SEALANT, AND COLUMN NUMBERS; AND

REFINISH EXPOSED CONCRETE STEM WALL PER DETAILS.

g. DO NOT PROCEED WITH WORK ON ADJACENT EXISTING

COLUMBARIA UNTIL ACTIVE WORK AREA IS INSPECTED,

APPROVED BY COR, AND ACCEPTED BY CEMETERY DIRECTOR.

COLUMBARIA COORDINATES TABLE

PLAN

SYMBOL NORTHING EASTING

A1,2 1025315.6055 592641.8764 A2,1 1025365.0241 592616.9627 A3,4 1025305.6960 592621.9492 A4,3 1025357.5739 592602.6728 A5,6 1025297.9333 592600.9491 A6,5 1025351.6297 592587.5481 A7,8 1025292.4460 592579.0958 A8,7 1025347.2978 592571.7357

SIGNAGE COORDINATES TABLE

PLAN

SYMBOL NORTHING EASTING

SM1 1025324.1642 592416.9083

SM2 1025452.4546 592332.5861

BENCHES COORDINATES TABLE

PLAN

SYMBOL NORTHING EASTING

FA1 1025333.0847 592650.5824

FA2 1025341.0137 592645.7783

FA3 1025353.5264 592638.1971

FA4 1025361.4554 592633.3931

FA5 1025303.0866 592635.6634

FA6 1025293.8109 592614.1531

FA7 1025286.9954 592592.0697

EDGE OF PAVEMENT COORDINATES

TABLE

PLAN

SYMBOL NORTHING EASTING

PA7 1025373.2274 592629.4695

PA8 1025369.2488 592628.6712

PA9 1025307.6107 592650.2840

PA10 1025308.7013 592646.2142

PA11 1025284.3848 592580.2769

PA12 1025280.9124 592577.8898

07 DRAINAGE STRUCTURE: EXISTING

08 EXISTING MEMORIAL WALL A

09 EXISTING MEMORIAL WALL B

10 EXISTING CONCRETE PAVEMENT

FLOWER WATERING STATION TABLE

PLAN

SYMBOL NORTHING EASTING

FW1 1025317.4003 592660.0851

FW2 1025324.2424 592655.9397

FW3 1025325.1211 592440.0505

FW4 1025319.1489 592434.7277

FW5 1025473.7516 592342.5881

FW6 1025471.7441 592336.5354

FW7 1025678.6203 592423.1955

FW8 1025672.0915 592427.8186

CONCRETE PAVEMENT TABLE

PLAN

SYMBOL NORTHING EASTING

CP1 1025310.5506 592664.2353

CP2 1025303.3576 592652.7785

CP3 1025275.9304 592578.0696

CP4 1025272.6911 592532.3092

CP5 1025302.8842 592444.3333

CP6 1025313.1503 592429.3813

CP7 1025382.2548 592641.1156

CP8 1025388.8782 592629.8410

CP9 1025414.5158 592577.0462

CP10 1025432.2882 592552.9618

CP11 1025385.6492 592481.8445

CP12 1025377.6501 592469.6472

CP13 1025685.1564 592418.5671

CP14 1025677.5152 592407.4042

CP15 1025619.9257 592352.4759

CP16 1025579.2471 592331.2683

CP17 1025491.0614 592323.6093

CP18 1025468.7221 592327.3566

CP19 1025635.3761 592475.1175

CP20 1025622.3960 592476.6989

CP21 1025563.7575 592479.1728

CP22 1025534.5856 592485.8747

CP23 1025487.9466 592414.7574

CP24 1025479.9475 592402.5601

FB1 1025361.4869 592472.5806

FB2 1025354.5751 592466.4011

FB3 1025338.3126 592451.8076

FB4 1025331.3916 592445.6392

FB5 1025345.5910 592420.7620

FB6 1025350.6693 592428.5296

FB7 1025368.1720 592455.3320

FB8 1025373.3198 592463.0428

FB9 1025300.9886 592463.2084

FB10 1025288.8894 592488.3275

FB11 1025281.8428 592516.1050

FE1 1025489.0792 592388.9043

FE2 1025486.1662 592380.1030

FE3 1025479.2815 592359.4028

FE4 1025476.3635 592350.5660

FE5 1025449.8498 592352.3946

FE6 1025454.9463 592360.1388

FE7 1025470.5325 592388.2036

FE8 1025475.6195 592395.9533

FE9 1025504.5993 592329.6705

FE10 1025533.7405 592328.6069

FE11 1025560.7381 592333.2041

FF1 1025663.6541 592433.7934

FF2 1025656.0881 592439.1511

FF3 1025644.1483 592447.6059

FF4 1025636.5824 592452.9635

FF5 1025661.9260 592400.3348

FF6 1025645.7901 592383.1558

FF7 1025628.3563 592368.2036

FG1 1025373.7911 592607.9554

FG2 1025370.7465 592602.1875

FG3 1025374.5940 592584.5478

FG4 1025383.5243 592582.0583

FG5 1025395.7407 592578.6898

FG6 1025404.6792 592576.2297

FG7 1025373.4026 592520.9427

FG8 1025382.3993 592523.1806

FG9 1025392.0844 592525.5897

FG10 1025401.0811 592527.8275

FG11 1025406.7774 592518.3224

FG12 1025401.6873 592510.5739

FG13 1025393.3007 592497.7738

FG14 1025388.2158 592490.0219

FH1 1025608.3360 592454.1398

FH2 1025604.2601 592449.0498

FH3 1025586.5437 592445.5445

FH4 1025580.7053 592452.7461

FH5 1025572.7474 592462.6080

FH6 1025566.9288 592469.8256

FH7 1025528.6864 592419.1069

FH8 1025527.1535 592428.2501

FH9 1025525.5032 592438.0930

FH10 1025523.9703 592447.2362

FH11 1025512.9825 592448.6726

FH12 1025507.9044 592440.9162

FH13 1025499.5070 592428.1232

FH14 1025494.4237 592420.3703

PF1 1025597.3258 592366.1361

PF2 1025593.5742 592355.5189

PF3 1025583.1132 592359.6860

PF4 1025567.5481 592397.9206

PF5 1025570.7188 592405.8804

PF6 1025578.7974 592403.0259

B1,2 1025289.0375 592530.7548 B2,1 1025344.0923 592536.3995 B3,4 1025293.2136 592504.4116 B4,3 1025346.5343 592519.2370 B5,6 1025301.8123 592479.1989 B6,5 1025351.9248 592502.6857 B7,8 1025314.7112 592455.6854 B8,7 1025359.9513 592487.5636

G1,2 1025359.4884 592570.0999 G2,1 1025414.3402 592562.7398 G3,4 1025357.7974 592537.8046 G4,3 1025412.8522 592543.4493

E1,2 1025492.2250 592339.2710 E2,1 1025503.4331 592393.4676 E3,4 1025518.9311 592336.8114 E4,3 1025520.5012 592392.1325 E5,6 1025545.4820 592338.9728 E6,5 1025537.8296 592393.7846 E7,8 1025571.3071 592345.6411 E8,7 1025554.5435 592398.3845

F1,2 1025614.2851 592368.0323 F2,1 1025585.6750 592415.4069 F3,4 1025632.1412 592381.7740 F4,3 1025598.4510 592425.6815 F5,6 1025648.3079 592397.2627 F6,5 1025609.9539 592437.1608 F7,8 1025662.6352 592414.2927 F8,7 1025620.0909 592449.6887

H1,2 1025549.9634 592412.6144 H2,1 1025533.1451 592465.3404 H3,4 1025579.3165 592425.9356 H4,3 1025550.7064 592473.3102

PB3 1025307.1141 592447.0314

PB4 1025308.0483 592451.1450

PB5 1025280.7520 592530.7627

PB6 1025277.6748 592533.6409

PF7 1025628.2924 592462.1967

PF8 1025629.1458 592458.2295

PF9 1025673.5324 592410.3108

PF10 1025669.3651 592409.6892

PF11 1025618.2630 592360.7165

PF12 1025617.3833 592356.6858

PH1 1025564.7590 592418.7390

PH2 1025554.6181 592441.2002

PH3 1025601.0478 592445.3561

PH4 1025588.8949 592445.6651

PH5 1025523.2946 592451.2666

PH6 1025513.2711 592453.3733

PH7 1025529.3650 592415.0267

PH8 1025521.9444 592407.0191

PH9 1025503.9521 592407.9959

PH10 1025523.6398 592449.8401

PE3 1025493.4662 592330.7224

PE4 1025490.0322 592328.2969

PE5 1025573.7170 592337.6859

PE6 1025578.8551 592335.4458

PG1 1025358.6894 592553.8804

PG2 1025382.3184 592553.6124

PG3 1025368.6396 592597.7705

PG4 1025373.7662 592586.7475

PG5 1025405.0469 592528.8140

PG6 1025410.9737 592520.4604

PG7 1025369.6731 592520.0151

PG8 1025364.4047 592508.7635

PG9 1025385.6492 592481.8445

PG10 1025403.6010 592528.5621

PG11 1025410.7897 592576.2614

PG12 1025564.5228 592475.4426

PROPOSED CONCRETE PAVEMENT AND CONTROL JOINTS,

TYPICALLY 5'-0" SQUARES

12 EXISTING COLUMBARIA WALLS

GENERAL NOTES

1) SEE COLUMBARIUM DETAILS FOR OFFSET OF PAVING

EXPANSION JOINTS

13 PROPOSED COLUMBARIA WALLS

AutoCAD SHX Text

FWS

AutoCAD SHX Text

FWS

AutoCAD SHX Text

FWS

AutoCAD SHX Text

FWS

AutoCAD SHX Text C

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AutoCAD SHX Text

CONSULTANTS

LaneIkeler LCI Florida Sign & Seal

4 COLUMBARIUM ELEVATION - WALL A.7/8

SCALE: 1/4" - 1'-0"

11040 203050

1 10 4020 30 50

TF: 31.86'

TW: 37.49'

FG: 31.53'

TW: 37.49'

TF: 31.86'

FG: 31.36'

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

1 COLUMBARIUM ELEVATION - WALL A.1/2

SCALE: 1/4" - 1'-0"

11040 203050

1 10 4020 30 50

TF: 31.80'

TW: 37.43'

FG: 31.47'

TW: 37.43'

TF: 31.80'

FG: 31.31'

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

PATRIOT CIRCLE

NAVY

LOOP

05 EXISTING CONCRETE PAVEMENT

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

06 EXISTING COLUMBARIUM WALL

2 COLUMBARIUM ELEVATION - WALL A.3/4

SCALE: 1/4" - 1'-0"

11040 203050

1 10 4020 30 50

TF: 31.95'

TW: 37.58'

FG: 31.63'

TW: 37.58'

TF: 31.95'

FG: 31.46'

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

3 COLUMBARIUM ELEVATION - WALL A.5/6

SCALE: 1/4" - 1'-0"

11040 203050

1 10 4020 30 50

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.95'

TW: 37.58'

FG: 31.63'

TW: 37.58'

TF: 31.95'

FG: 31.46'

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA A

A-201

5 KEY PLAN

NTS

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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AutoCAD SHX Text D

AutoCAD SHX Text S

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

11040 203050

1 10 4020 30 50

1 COLUMBARIUM ELEVATION - WALL B.1/2

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.84'

TW: 37.47'

FG: 31.51'

TW: 37.47'

TF: 31.84'

FG: 31.34'

PATRIOT CIRCLE

NAVY

LOOP

05 EXISTING CONCRETE PAVEMENT

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

06 EXISTING COLUMBARIUM WALL

11040 203050

1 10 4020 30 50

2 COLUMBARIUM ELEVATION - WALL B.3/4

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.96'

TW: 37.59'

FG: 31.62'

TW: 37.59'

TF: 31.96'

FG: 31.46'

11040 203050

1 10 4020 30 50

3 COLUMBARIUM ELEVATION - WALL B.5/6

SCALE: 1/4" - 1'-0"

TF: 32.10'

TW: 37.73''

FG: 31.73'

TW: 37.73''

TF: 32.10'

FG: 31.66'

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

11040 203050

1 10 4020 30 50

4 COLUMBARIUM ELEVATION - WALL B.7/8

SCALE: 1/4" - 1'-0"

TF: 32.20'

TW: 37.83''

FG: 31.84'

TW: 37.83''

TF: 32.20'

FG: 31.85'

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA B

A-202

5 KEY PLAN

NTS

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

1 10 4020 30 50

1 COLUMBARIUM ELEVATION - WALL E.1/2

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.10'

TW: 37.73''

FG: 31.72'

TW: 37.73''

TF: 32.10'

FG: 31.70'

11040 203050

1 10 4020 30 50

2 COLUMBARIUM ELEVATION - WALL E.3/4

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.20'

TW: 37.83''

FG: 31.62'

TF: 32.20'

TW: 37.83''

FG: 31.49'

11040 203050

1 10 4020 30 50

3 COLUMBARIUM ELEVATION - WALL E.5/6

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.00'

TW: 37.63''

FG: 31.62'

TW: 37.63''

TF: 32.00'

FG: 31.49'

11040 203050

1 10 4020 30 50

4 COLUMBARIUM ELEVATION - WALL E.7/8

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.80'

TW: 37.43'

FG: 31.45'

TW: 37.43'

TF: 31.80'

FG: 31.29'

T C

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

05 EXISTING CONCRETE PAVEMENT

06 EXISTING COLUMBARIUM WALL

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA E

A-203

5 KEY PLAN

NTS

AutoCAD SHX Text 31.11

AutoCAD SHX Text 31.24

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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AutoCAD SHX Text D

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CONSULTANTS

1 10 4020 30 50

1 COLUMBARIUM ELEVATION - WALL F.1/2

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.80'

TW: 37.43'

FG: 31.47'

TW: 37.43'

TF: 31.80'

FG: 31.31'

11040 203050

1 10 4020 30 50

2 COLUMBARIUM ELEVATION - WALL F.3/4

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 31.90'

TW: 37.53'

FG: 31.57'

TW: 37.53'

TF: 31.90'

FG: 31.41'

11040 203050

1 10 4020 30 50

3 COLUMBARIUM ELEVATION - WALL F.5/6

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.00'

TW: 37.63''

FG: 31.67'

TW: 37.63''

TF: 32.00'

FG: 31.51'

11040 203050

1 10 4020 30 50

4 COLUMBARIUM ELEVATION - WALL F.7/8

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.10'

TW: 37.73''

FG: 31.77'

TW: 37.73''

TF: 32.10'

FG: 31.61'

T C

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

05 EXISTING CONCRETE PAVEMENT

06 EXISTING COLUMBARIUM WALL

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA F

A-204

5 KEY PLAN

NTS

AutoCAD SHX Text 31.11

AutoCAD SHX Text 31.24

AutoCAD SHX Text U

AutoCAD SHX Text N

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PRIME CONSULTANT

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CONSULTANTS

1 10 4020 30 50

1 COLUMBARIUM ELEVATION - WALL G.1/2

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.20'

TW: 37.83''

TF: 32.20'

FG: 31.69'

FG: 31.85'

11040 203050

1 10 4020 30 50

2 COLUMBARIUM ELEVATION - WALL G.3/4

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.20'

TW: 37.83''

TF: 32.20'

FG: 31.70'

FG: 31.86'

PATRIOT CIRCLE

NAVY

LOOP

05 EXISTING CONCRETE PAVEMENT

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

06 EXISTING COLUMBARIUM WALL

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA G

A-205

3 KEY PLAN

NTS

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

1 10 4020 30 50

1 COLUMBARIUM ELEVATION - WALL H.1/2

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.14'

TW: 37.77''

FG: 31.80'

TW: 37.77''

TF: 32.14'

FG: 31.64'

11040 203050

1 10 4020 30 50

2 COLUMBARIUM ELEVATION - WALL H.3/4

SCALE: 1/4" - 1'-0"

NOTES:

1. FOR TYPICAL CONSTRUCTION DETAILS, REFER TO A-211.

TF: 32.14'

TW: 37.77''

FG: 31.80'

TW: 37.77''

TF: 32.14'

FG: 31.63'

T C

ON-GRADE PLANTER01

KEY NOTES

02 RAISED PLANTER

03 EXISTING MEMORIAL WALL A

04 EXISTING MEMORIAL WALL B

05 EXISTING CONCRETE PAVEMENT

06 EXISTING COLUMBARIUM WALL

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIA ELEVATIONS

PLAZA H

A-206

3 KEY PLAN

NTS

AutoCAD SHX Text 31.11

AutoCAD SHX Text 31.24

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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CONSULTANTS

A-212

A-211

16'-43 8"

18'-43 8"

16'-43 8"

54'-6"

7" 5'

-1 01 2"

21 4"

CAP

VA-PROVIDED AND CONTRACTOR-INSTALLED NICHE

COVERS; ANCHORING DEVICES PROVIDED BY

CONTRACTOR

8 NICHE COLUMNS 8 NICHE COLUMNS 9 NICHE COLUMNS 9 NICHE COLUMNS 8 NICHE COLUMNS 8 NICHE COLUMNS

1 COLUMBARIUM ELEVATION - SIDE 1

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

B. END ELEVATIONA. END ELEVATION

FRONT/STREET

NOTES:

1. WALL NUMBERS/LETTERS THIS DETAIL ARE EXAMPLES. REFER TO A-202 TO A-206 FOR SPECIFIC NUMBER/LETTER ASSIGNMENTS.

A-214

11040 203050

A-212

2 COLUMBARIUM ELEVATION - SIDE 2

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

B. END ELEVATIONA. END ELEVATION

NOTES:

1. WALL NUMBERS/LETTERS THIS DETAIL ARE EXAMPLES. REFER TO A-202 TO A-206 FOR SPECIFIC NUMBER/LETTER ASSIGNMENTS.

FRONT/STREET

A-211

COLUMBARIUM ELEVATION

SIDE 1 (SIM.)

X 12A

1 10 4020 30 50

GRAVEL STRIP WITH DRAIN

3' -7

16'-43 8"

18'-43 8"

16'-43 8"

53'-8 1/2"8"

3 COLUMBARIUM PLAN

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

1' -0

-0

4 GENERAL NOTES

1. NICHE COVERS: PROVIDED B GOVERNMENT, INSTALLED BY CONTRACTOR.

INSPECT FOR DAMAGE UPON DELIVERY. DAMAGES NOTED OR DISCOVERED

FOLLOWING DELIVERY SHALL BE CONTRACTOR'S RESPONSIBILITY.

2. PROVIDE COR QUANTITY OF NICHE COVERS TO BE PROVIDED, INCLUDING 2%

ATTIC STOCK.

3. SUBMIT MFR-ENGINEERED SHOP DRAWINGS AND CALCULATIONS OF

REINFORCED CONCRETE COLUMBARIUM UNITS TO COR FOR REVIEW AND

APPROVAL PRIOR TO COMMENCING WORK.

4. REINFORCE CONCRETE COLUMBARIUM UNITS USING ONE OF THE FOLLOWING

METHODS PER SPECIFICATIONS:

A) GLASS FIBER REINFORCING (GFRC)

B) EPOXY COATED STEEL REINFORCING

5. HONE ALL EDGES OF CONCRETE COLUMBARIUM UNITS TO REMOVE ANY BURRS

AND/OR SHARP EDGES TO THE SATISFACTION OF COR.

6. APPLY "C-21 ALL ACRYLIC" BY SILPRO TO ALL FRONT FACE EDGES OF EXTERIOR

CONCRETE UNITS, EXCLUDING INTERIOR PORTION OF NICHES. APPLY PRIOR TO

INSTALLATION OF NICHE COVERS.

7. DELEGATED DESIGN: PRECAST COLUMBARIUM NICHE UNIT ENGINEERING

INCLUDING BUT NOT LIMITED TO REINFORCEMENT, CONNECTIONS, ANCHORS,

WELD PLATES, LIFTING ANCHORS AND DEVICES, TO BE PROVIDED BY PRECAST

COLUMBARIUM NICHE UNIT MANUFACTURER. REFER TO SPECIFICATIONS.

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIUM DETAILS

TYPICAL ELEVATIONS & PLAN

A-211

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PRIME CONSULTANT

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CONSULTANTS

1 COLUMBARIUM SECTION - TYPICAL

SCALE: 1"=1'-0"

5' -8

3 8"

1'-101 8"

1/2"

MAX.

1'-91 2"

ADJACENT PAVEMENT

RUBBED FINISH ALL EXPOSED FACES

PRECAST CONCRETE COLUMBARIUM UNIT.

ALIGN BACK-TO-BACK AT CENTERLINE; GRIND

BACKS OF UNITS AS NEEDED TO MAINTAIN

OUTER DIMENSIONS

NICHE COVER

DOWEL

EPDM MEMBRANE OVER ENTIRE

TOP OF PRECAST UNITS AND PIERS

NICHE COVER ATTACHMENT, TYP.

A-212

AGGREGATE STRIP

(TYP.)

SUBDRAIN PIPE; REFER

TO CIVIL PLANS

FACE OF PIER (BEYOND)

CIP CONCRETE STEM WALL

AND FOOTING; REFER TO

STRUCTURAL DETAILS

MORTAR SETTING BED

1/2" Ø X 7" TYPE 304 STAINLESS STEEL EXP.

ANCHOR, WASHER & NUT; PROVIDE 2 PER

COLUMBARIUM UNIT; FIELD DRILL &

COUNTERSINK

WELD PLATE (TYP.)

1'-91 2"

1'-101 8"

REFER TO STRUCTURAL DETAILS

A-214

CAP JOINT & ANCHORAGE

(TYP.)

T/FTG

NOTES:

1. FOR TW & T/FTG ELEVATIONS, REFER TO A-201 TO A-206 SHEETS.

4" M

3 8"

5' -1

03 4" 2" M

3/8" x 4" STAINLESS STEEL DOWELS;

FIELD DRILL; GROUT SOLID; NON

SHRINK GROUT

VENEER

2" TBD

1/2" MORTAR SETTING BED

CAST IN PLACE CONCRETE BACKER

WALL WITH STEEL REINFORCEMENT;

REFER TO STRUCTURAL DETAILS

2 COLUMBARIUM PIER SECTION - TYPICAL

SCALE: 1"=1'-0"

3/8" COMPRESSED, DEEP-RAKED

JOINTS TBD

1'-91 2" 1'-91

A-212

COLUMBARIUM SECTION

(SIM.)

T/FTG

6 COLUMBARIUM PLAN ENLARGEMENT - TYPICAL

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

A-213

WELD PLATE

AT PIER

PIER 1/2" ELASTOMERIC EXPANSION

JOINT MATERIAL W/ BACKER

ROD & SEALANT (TYP.)VENEER

A-213

WELD PLATE

(TYP.)

EQ.EQ. 1'-9"

PLAZA LETTER

8" ARIAL, 1/4" PLATE BRASS,

PIN-MOUNTED FLUSH

WALL NUMBER

6" ARIAL; 1/4" PLATE

BRASS; PIN-MOUNTED

FLUSH

CAST STONE PANEL

WET-CAST; MATCH EXISTING

@ COLUMBARIA C/D;

ANCHOR W/ CONCEALED

STAINLESS STEEL HARDWARE

PER MFR'S WRITTEN

SPECFIICAITONS

NOTES:

1. MATCH EXISTING CAST STONE PANEL FINISH, PROFILE, AND COLORS.

3 PIER END ELEVATION - TYPICAL

SCALE: 1"=1'-0"

4" 2'

-0

1'-9"

A. SIGN SECTION

2" 11

2" 2"

CHAMFER R3 8"

LINE OF CAP, ABOVE2

A-213

WELD PLATE

(TYP.)

4 PIER ELEVATION

SCALE: 1"=1'-0"

EQ.EQ.

COLUMN/ROW NUMBERS; 2" FLUSH,

PIN-MOUNTED, 1/4" PLATE BRONZE,

TIMES ROMAN, SEE DETAILS 2 AND 3

ON SHEET A-215, (TYP.)

NOTES:

1. NUMBERS & DIRECTION VARY. REFER TO COLUMBARIUM ELEVATIONS FOR EACH WALL FACE.

A-215

A-214

5 AGGREGATE STRIP

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

3/8"-1/2" BROWN RIVER

GRAVEL; PROVIDE SAMPLE FOR

COR'S REVIEW & APPROVAL

6" M

6" 6"

DRAINAGE AGGREGATE

#57 STONE

PERFORATED PIPE; REFER TO

CIVIL PLANS; PROVIDE POSITIVE

DRAINAGE

1 2"

FILTER FABRIC; MIRAFI 1160N

OR APP'D EQUAL

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIUM DETAILS

TYPICAL SECTIONS &

ENLARGEMENTS

A-212

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CONSULTANTS

2" 1'-8"

SECTION

5' -7

1 2" O

1' -4

1 2"

T O

1' -3

N T

11 2" @

O N

T (T

2"1'-0"

2" @

FRONT

(TYP.)

8'-11

2" 8 NICHE COLUMNS, SEE ELEVATIONS

90°

LAYOUT LINE

(TYP.) ALIGN WEB CENTERLINES ON

BACK TO BACK NICHE UNITS.

(TYP.)

NOTES:

1. STEEL REINFORCING NOT SHOWN THIS DETAIL FOR CLARITY.

2. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL. INCLUDE ALL CAST-IN COMPONENTS.

3. GRIND OR PATCH SMOOTH ALL EXPOSED CONCRETE @ NICHE FRONTS. APPLY APPROVED COLOR COAT AS SPECIFIED PRIOR TO NICHE COVER INSTALLATION.

4. RECESS WELD PLATES. SIZE, NUMBER, LOCATION SHALL BE PER MANUFACTURER'S WRITTEN SPECIFICATION. INCLUDE INFORMATION IN SHOP DRAWINGS SUBMITTAL.

5. SEAL JOINTS BETWEEN PRECAST COLUMBARIUM UNITS INSIDE NICHE UNITS WITH BACKER ROD AND SEALANT.

6. NICHE COVERS WILL BE PROVIDE BY GOVERNMENT, INSTALLED BY CONTRACTOR. INSPECT FOR DAMAGE UPON DELIVERY. DAMAGES NOTED FOLLOWING DELIVERY

SHALL BE CONTRACTOR'S RESPONSIBILITY.

1 PRECAST COLUMBARIUM UNIT - 8 COLUMNS

SCALE: 1"=1'-0"

A-203

WELD PLATE

(TYP.)

ELEVATION

A-203

NICHE COVER

HARDWARE (TYP.)

PLAN

7 8" (T

A-203

1' -1

A-213

FIELD DRILLED CAP/BASE

ANCHOR HOLE (TYP.)

9'-11

2" 9 NICHE COLUMNS, SEE ELEVATIONS

3 PRECAST COLUMBARIUM UNIT - 9 COLUMNS

SCALE: 1"=1'-0"

A-213

COLUMBARIUM UNIT

8 COLUMNS (SIM.)

ELEVATION

PLAN

PLAN - TYPICAL PLAN - AT PIERSECTION (TOP)

(1) 3" x 9" x 1/4" STAINLESS

STEEL WELD PLATE

(1) 6"X6" x 1/4"

STAINLESS STEEL WELD

PLATES, CAST-IN

(2) 3"X6" x 1/4" STAINLESS

STEEL WELD PLATES, CAST-IN

TOP OF COLUMBARIUM

UNIT

(1) 3" X 9" X 1/4" STAINLESS

STEEL WELD PLATE; FIELD WELD

3" X 6" x 1/4" STAINLESS

STEEL WELD PLATE, CAST-IN

4" STUB

JOINT BETWEEN

COLUMBARIUM UNITS

3 WELD PLATE

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

NOTES:

1. TOP OF UPPER WELD PLATE SHALL BE FLUSH OR BELOW CONCRETE SURFACE

PIER

COLUMBARIUM

UNIT

(1) 3" x 9" x 1/4" STAINLESS STEEL WELD PLATE(4) 3" x 6" x 1/4" STAINLESS

STEEL WELD PLATES,

CAST-IN

COLUMBARIUM

UNIT

COLUMBARIUM

UNIT

COLUMBARIUM

UNIT

COLUMBARIUM

UNIT

1" Ø

NICHE COVER MOUNTING

SCALE: FULL

NOTES:

1. COORDINATE/VERIFY DIMENSIONS W/ HARDWARE & CASTINGS.

2. PROVIDE VA-STANDARD STAINLESS STEEL ROSETTE, SATIN FINISH

3. PROVIDE NEOPRENE WASHERS AS NECESSARY TO ENSURE ROSETTES DO NOT TOUCH NICHE COVERS W/ FULLY

TIGHTENED; MAXIMUM STANDOFF 1/16".

A-213

NICHE COVER

HAREDWARE (TYP.)

SEALANT

1/4" x 1-1/2" STAINLESS STEEL

EXPANSION BOLT, WASHER,

LOCK WASHER, HEX NUT

3 4"

1/4" x 3" STAINLESS STEEL

THREADED ROD W/ WASHER,

HEX NUT EACH END & LOCK

WASHER ONE END

CAST-IN HOLE (TYP.)

PLASTIC SHIMS (TYP.)

3/4" O.D. NEOPRENE WASHER;

CLEAR OR WHITE (TYP.)

10-24 x 1-3/4" SATIN STAINLESS

STEEL TAMPER-PROOF BOLT; TORX

HEAD; BUTTON HEAD (TYP.)

A. ROSETTE

B. ASSEMBLY

ROSETTE, TYPICAL

STAINLESS STEEL

SPRING CLIP

STAINLESS STEEL

BOLT & HEX NUT

LOCKWASHER

PLASTIC WASHER

STAINLESS STEEL

SPRING CLIP

ROSETTE, w/ STAINLESS

STAEEL TAMPER PROOF

SCREW, TYPICAL

STAINLESS STEEL CLIP ANGLE

PLASTIC WASHER

STAINLESS STEEL CLIP ANGLE

FIELD-DRILLED

ANCHOR HOLE (TYP.)

4 NICHE ENLARGMENT - TYPICAL

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

(TYP.)

10"

(TYP.)

2" (T

1' -2

1 2" (T

11 2" (T

1' -3

3 4" (T

3/8"Ø CAST-IN HOLE;

2 PER SHELF (TYP.)

(TYP.)

1' -1

0" (T

(TYP.)

13 4"

SLOPE

A-213

NICHE COVER

HARDWARE (TYP.)

NICHE COVER

(TYP.)

A. PLAN B. SECTION

1" (T

(TYP.)SLOPE

11 4"

1 2"

STAINLESS STEEL THREADED

SPRING-CLIP TO RECEIVE

ROSETTE BOLT

6 NICHE COVER HARDWARE

SCALE: FULL

3 4"

11 4"

3/32" THICK STAMPED

STAINLESS STEEL ANGLE

1 4"

SLOT: 5/16" x 3/4", TYPICAL

3/32" THICK STAMPED

STEEL ANGLE

EQEQ

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIUM DETAILS

TYPICAL PRECAST UNITS

A-213

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PRIME CONSULTANT

CONSULTANTS

3 CAP JOINT - SECTION

SCALE: 6" = 1'-0"

2" X 4" STAINLESS STEEL

DOWEL; 2 PER CAP UNIT

(TYP.)

FIELD-DRILLED HOLE TO ACCEPT DOWEL,

1/8" MAX. DIA. GREATER THAN PIN;

LOOSE-FIT IN CAP; PLUG HOLE END W/

NON-SHRINK GROUT, FLUSH W/PRECAST

COLUMBARIUM UNIT

3 8" 1 8"

CONTINUOUS EPDM LINER

45 MIL

SHIM

SEALANT; TOOL CONCAVE/COVE, FLUSH

& UNIFORM; PROTECT ADJACENT

SURFACE

BACKER ROD

KERF

CAP

1 COLUMBARIUM CAP PLAN

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

5'-1"

A B B D D C C BB A

4'-1" 4'-1" 4'-51 2" 4'-53

4" 5'-1" 5'-1" 4'-51 2" 4'-53

4" 4'-1" 4'-1" 5'-1"

C C 4'

-6

A B DC

4' -6

5'-013 16"

4'-0 9 16" 4'-51

4" 5'-0 9 16"

6" 1"

i. CAP UNIT "A" PROFILE

2 COLUMBARIUM CAPSTONE PLAN

SCALE: 1" = 1'-0"

6" 1"

ii. CAP UNIT SECTION - TYPICAL i ii

NOTES:

1. PROVIDE INDIANA LIMESTONE, SAWCUT ALL FACES, LIGHT SANDBLAST ALL EXPOSED FINISHES.

2. RELIEVE ALL EXPOSED CORNERS 1/8".

3. HANDLE CAP UNITS AT ALL TIMES W/ SUFFICIENT PROTECTION TO PREVENT DAMAGE.

4. PROVIDE 4" SQUARE SAMPLES DEMONSTRATING FULL RANGE OF COLORS AND VEINING IN THE PROPOSED MATERIAL TO BE SUPPLIED. OBTAIN COR'S APPROVAL OF SAMPLES PRIOR TO FABRICATION.

CONTINUOUS KERF, ALL OVERHANGS;

1/4" x 3/4" DEEP (TYP.)

2" 11

2" iiiiii

CAP SHIM

(TYP.)

CAP, ABOVE

CAP JOINT ABOVE, CENTERED

ON ℄ OF NICHE WEBBING, TYP.

BLOB OF QUICK SETTING GROUT

TO PROVIDE INTERMEDIATE

SUPPORT OF CAPS BETWEEN

SHIMS. LOCATE ABOVE VERTICAL

WEB OF COLUMBARIUM UNIT

MAXIMUM SPACING OF OF CAP

SUPPORT (SHIMS OR GROUT)

SHALL BE 1'-0" MAX.

COLUMBARIUM

UNIT WEB, BELOW

FIELD-DRILLED ANCHOR HOLE TO

RECEIVE CAP DOWELS; (4) HOLES &

PINS; DRILL AFTER MORTAR HAS SET

SEALANT & BACKER ROD

4 CAP SETTING - PLAN

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

NOTES:

1. MAXIMUM SPACING OF OF CAP SUPPORT SHIMS OR GROUT SHALL BE 1'-0".

4" MAX.

(TYP.)

NOTES:

1. PLACE WEEP VENTS AT EACH VERTICAL CAP JOINT.

2. INSTALL SEALANT AND OBTAIN COR'S APPROVAL PRIOR TO INSTALLING NICHE COVERS.

3. CLEAN & PRIME JOINTS PRIOR TO APPLYING SEALANT.

4. APPLY APPROVED JOINT PRIMER PER MFR'S WRITTEN SPECIFICATIONS AND IMMEDIATELY PRIOR TO SEALANT APPLICATION.

5. DEPTH OF SEALANT PER MFR'S WRITTEN SPECIFICATIONS, BUT NOT LESS THAN WIDTH OF JOINT, ±1/16".

6. PROVIDE CLOSED-CELL BACKER ROD PER MFR'S WRITTEN SPECIFICATIONS AND CONSISTENT WITH AS-BUILT JOINT SIZE.

7. ENSURE CLEAN STRAIGHT EDGES OF SEALANT. RECOMMEND USE OF PAINTERS TAPE PER MFR'S WRITTEN SPECIFICATIONS AS A

TEMPORARY GUIDE.

3 8"

3/4" WIDE WEEP VENT CENTERED

ON CAP JOINT (TYP.)

SHIM, BEYOND

(TYP.)

SEALANT CONTINUOUS

TO WEEP VENT (TYP.)

COLUMBARIUM UNIT WEB

BACKER ROD AT

CAP OVERHANG

NICHE HARDWARE

TEMP. PAINTER'S TAPE TO CREATE

UNIFORM JOINT APPEARANCE

EPDM MEMBRANE (45 MIL)

OVER ENTIRE TOP OF

PRECAST UNITS & PIERS

4 CAP JOINT - TYPICAL

SCALE: 6" = 1'-0"

PRECAST COLUMBARIUM WEB OR

JOINT BETWEEN ADJACENT UNITS3

16"3 16"

A-214

BACKER ROD

SEALANT; FLUSH W/ CAP

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

COLUMBARIUM DETAILS

TYPICAL CAP UNITS

A-214

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

1' -3

3 4"

NICHE COVER - TYPICAL

SCALE: 3" = 1'-0"

3/8" DIAMETER PRE-DRILLED HOLE

TO ACCEPT ROSETTES (TYP.)

11 4" 11 4"

EQ.

4" 11

3/4" THICK MARBLE NICHE COVER;

SUPPLIED BY GOVERNMENT,

INSTALLED BY CONTRACTOR

LINE OF COLUMBARIUM CASTING

(BEYOND)

CAST STONE VENEER

INDIVIDUAL CAST

BRONZE LETTER, SET

PLUMB, BUT FLUSH

TO "HIGH POINTS",

SEE ELEVATIONS FOR

SIZE AND LOCATIONS

FIELD DRILLED OPENING

AS PER MANUFACTURER

RECOMMENDATION

MASTIC/EPOXY

MODIFIED

CEMENTITIOUS GROUT

THREADED

MOUNTING STUD (2)

MINIMUM PER

CASTING TYPICAL

2" MIN. 11

4"± VARIES MIN.

TYPICAL ROW LETTER DETAIL AT VENEER

SCALE: FULL

CAP: NEW, INDIANA

LIMESTONE

INDIVIDUAL CAST

BRONZE NUMBER, SET

PLUMB AND FLUSH, SEE

ELEVATIONS FOR SIZE

AND LOCATIONS

FIELD DRILLED

OPENING AS PER

MANUFACTURER

RECOMMENDATION

MASTIC/EPOXY

MODIFIED

CEMENTITIOUS

GROUT

THREADED

MOUNTING STUD (2)

MINIMUM PER

CASTING TYPICAL

4" MIN.

TYPICAL COLUMN NUMBER AT COLUMBARIUM CAP

SCALE: FULL

PLANTER WALL SECTION

SCALE: 1" = 1'-0"

WALL CAP

TOP SOIL

WATERPROOFING

CAST-IN-PLACE FOOTER;

REFER TO STRUCTURAL

DETAIL 3/S-201

AB: 33.95'

TW EF: 33.93'

ADJACENT PAVEMENT

A-215

BACKER WALL:

REINFORCED CMU, REFER

TO STRUCTURAL

DETAIL 3/S-201

COMPACT SUBGRADE 5 WALL CAP

SCALE: 3" = 1'-0"

NOTES:

1. PROVIDE INDIANA LIMESTONE, SAWCUT ALL FACES, LIGHT SANDBLAST ALL EXPOSED FINISHES.

2. RELIEVE ALL EXPOSED CORNERS 1/8".

3. MAXIMUM LENGTH OF CAP TO BE 4'-0"±.

4. HANDLE CAP UNITS AT ALL TIMES W/ SUFFICIENT PROTECTION TO PREVENT DAMAGE.

5. PROVIDE 4" SQUARE SAMPLES DEMONSTRATING FULL RANGE OF COLORS AND VEINING IN THE

PROPOSED MATERIAL TO BE SUPPLIED. OBTAIN COR'S APPROVAL OF SAMPLES PRIOR TO FABRICATION.

33 4"

21 2"

1" 1"

12" 1"

DRIP: 3/8",

CONTINUOUS,

EACH SIDE

R 34 "

R 3 4

DOWEL: STAINLESS STEEL, SIZE &

QUANTITY FOR EACH CAP, PER

CAP MANUFACTURER'S WRITTEN

SPECIFICATIONS (TYP.)

FIELD-DRILLED HOLE TO ACCEPT

DOWEL, 1/8" MAX. DIA. GREATER

THAN PIN; LOOSE-FIT IN CAP;

PLUG HOLE END SOLID w/ NON-SHRINK GROUT, FLUSH w/

WALL

PLANTER WALL

SCALE: 3" = 1'-0"

A-215

URETHANE ADHESIVE &

SETTING MORTAR

MORTAR JOINT (TYP)

SCRATCH COAT

WALL CAP

VENEER (M-2):

USE MANUFACTURER'S

STANDARD MATCHING OUTSIDE

CORNER UNITS FOR ALL

OUTSIDE CORNERS, SEE

PRODUCT SCHEDULE, A-122

SEALANT EA. SIDE WATERPROOFING

SETTING MORTAR

ADJACENT PAVING

1/2" EXPANSION MATERIAL

MANUFACTURED

FOUNDATION WEEP

SCREED, 1" MIN

ABOVE PAVING

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

PLANTER & MISCELLANEOUS

DETAILS

A-215

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PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

REMOVE EXISTING CAP

EXISTING COLUMBARIUM

5 EXIST COLUMBARIUM DEMO - SECTION

SCALE: 1"=1'-0"

REMOVE FLAKING PAINT,

CRACKED MATERIAL &

SEALANT JOINTS ALONG

FACE OF EXPOSED STEM

WALLS

6 EXIST COLUMBARIUM - SECTION

SCALE: 1"=1'-0"

REPLACE REMOVED MATERIAL, FILL

IN HOLES & REFINISH/REPAINT NEW

RUBBED FINISH TO MATCH FINISH OF

EXISTING EXPOSED STEM WALLS

EXISTING COLUMBARIUM

A-302

2 DEMOLITION PLAN

1/4" = 1'-0"

REMOVE EXISTING

PRECAST CONCRETE

CAP. SEE DEMOLITION

NARRATIVE, A-200

4'-4"±

'-6

DIMENSIONS SHOWN

ARE FOR GENERAL

PRICING ONLY. SITE

VERIFICATION IS

REQUIRED PRIOR TO BID

3 CAP PLAN

1/4" = 1'-0"

NEW INDIANA

LIMESTONE CAP; SEE

2/A-214 FOR

ADDITIONAL

INFORMATION, VERIFY

ALL DIMENSIONS IN

FIELD PRIOR TO BIDDING

6'- 2"

5'-

5'- 2"

5'-

5'- 2"

5'-

5'- 2"

5'-

5'- 2"

6'-

'-6

SEE DETAIL

7 EXIST COLUMBARIUM - SECTION

SCALE: 1"=1'-0"

A-302

EXISTING COLUMBARIUM

CAST IN PLACE CONCRETE

BACKER WALL

EXISTING VENEER

REPLACE REMOVED MATERIAL, FILL

IN HOLES & REFINISH/REPAINT NEW

RUBBED FINISH TO MATCH FINISH OF

EXISTING EXPOSED STEM WALLS

4 PIER ELEVATION

SCALE: 1"=1'-0"

EQ.EQ.

COLUMN/ROW NUMBERS; 2" FLUSH,

PIN-MOUNTED, 1/4" PLATE BRONZE, TO

MATCH EXISTING ROW LETTERS SEE 4/A-215

NOTES:

1. NUMBERS & DIRECTION VARY. REFER TO COLUMBARIA SITE PLAN (A-200) FOR EACH WALL FACE.

REMOVE FLAKING PAINT, CRACKED MATERIAL & SEALANT JOINTS ALONG FACE .

REPLACE REMOVED MATERIAL, FILL IN HOLES & REFINISH/REPAINT NEW RUBBED

FINISH TO MATCH FINISH OF EXISTING EXPOSED STEM WALLS, AND NOT

COLUMBARIUM CASTINGS

EXISTING ROW

NUMBERS (TYP.)

SEE 3/A-215

6 7

T C

NAVY

LOOP

T C

PATRIOT CIRCLE

EXISTING COLUMBARIA C,

PROVIDE WITH EARLY TURNOVER

SECTION, REFER TO GI-103

CONSTRUCTION SEQUENCE &

PHASING PLAN

1 OVERAL COMUBARIUM PLAN

NOT TO SCALE

EXISTING COLUMBARIA D

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

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

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

EXISTING COLUMBARIUM

REFURBISHMENT

A-301

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File details come from the government source that posted it. Updated Sep 1, 2022.