04 40 10 01R1 Stone Caps AE rvw AN.pdf
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About this file
These are shop drawings for limestone caps and details for the National Cemetery of the Alleghenies Phase III Development project in Bridgeville, Pennsylvania. The documents, prepared by 3D Stone, Inc. for C&C Contractors, LLC, provide detailed specifications for various limestone cap types, including dimensions, quantities, and installation requirements. The limestone is Indiana Oolitic Limestone in a gray standard smooth finish, with 3/8-inch joints, and will be used for various architectural elements such as walls, piers, columbarium, and ossuary structures. The drawings include precise measurements, section details, and notes emphasizing the need for contractors and architects to verify all dimensions and ensure correct stone placement to match the design intent.
The submittal package includes technical testing data from the Indiana Geological Survey, which performed standard ASTM tests on the stone, including absorption, bulk specific gravity, modulus of rupture, compressive strength, abrasion resistance, and flexural strength. The documents show multiple revisions, with reviews from William H. Gordon Associates and The LA Group, who provided comments and recommendations for the shop drawings. The project involves multiple stone cap types (labeled A through CP) with varying lengths, angles, and wall configurations, totaling hundreds of individual pieces that will be fabricated to precise specifications for the cemetery development.
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PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING
www.gordon.us.com
DCJS License # Is 11-7158
CHANTILLY: 4501 Daly Drive, Chantilly, VA 20151 — Phone: (703) 263-1900
MARTINSBURG: 148 S. Queen Street, Suite 201, Martinsburg, WV 25401 — Phone: (304) 725-8456
Date: May 11, 2020 VA Project: National Cemetery of the Alleghenies – Phase III Development VA Project #: 925CM2006
Submittal #: 04 40 10-01.1 Specification Section: 04 40 10 Description: Limestone Caps Submittal
This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittals during this review do not relieve the CONTRACTOR from compliance with the requirements of the plans and specifications.
William H. Gordon Associates, Inc.
☐ Reviewed for VA Approval ☒ For VA Approval as Noted
Revise and Resubmit ☐ Rejected
Signature:
Date: May 11, 2020_______________
Comments:
1. See the following page for submittal review comments from the L.A. Group.
2. As noted in previous review, Contractor to provide plan view details/layout of ossuary radial sill (Sheet H – Detail J/8) to show how these (3) equal sill pieces will work along the curved wall.
Please provide in a separate submittal.
SUBMITTAL REVIEW
TO: Jason Gerhart, of Gordon For distribution via Procore For distribution via e-mail
FROM: Jonathan D. Stilan, PLA Associate Landscape Architect The LA Group
DATE: May 11, 2020
PROJECT: National Cemetery of the Alleghenies – Phase 3 Development
SUBMITTAL NO.: 04 40 10 – 01r1
PARAGRAPH: 1.3B, D, E & G
Submittal Product Items Noted Below:
1.3B
1. ‘Gray’ color sample as reviewed/approved in the field by Jason Gerhart and John Keoshian is acceptable.
2. Revised Indiana Geological Survey testing results for ‘Gray’ stone noted.
3. Clarification of non-exposed mortar noted.
1.3D
1. In general, the revised shop drawings submitted appear to be in accordance with the design intent.
Overall shop drawings do not require resubmission.
2. As noted in previous review, Contractor to provide plan view details/layout of ossuary radial sill (Sheet H – Detail J/8) to show how these (3) equal sill pieces will work along the curved wall.
G:\Proj-2017\2017087_NCOTA_Masterplan_&_Phase_3_Expansion \2017087Admin-Construction\08Submittals\04 40 10-01r1_LAG Response_05- 11-2020.docx
LA GROUP REVIEW
RESPONSE
REQUIRED OF
CONTRACTOR
No Exceptions Taken
Recommend Rejection
Resubmittal Not Required
Make Corrections / Clarifications Noted
Comments Attached
Resubmit in Entirety
☐ Revisions Needed ☐ Recommend Approval
Revise and Submit Noted Items
Submit Specified Items(s)
This review is only for general conformance with the design concept of this project and general compliance with the information given in the contract documents, based on the information provided by the Contractor. Corrections or comments made on the shop drawings during the review do not relieve the Contractor from compliance with the project drawings and specifications. The Contractor remains responsible for all details and accuracy for confirming and correcting all quantities and dimensions, for selecting fabrication processes and techniques of construction, for coordinating work with all trades, and for performing all work in a safe and satisfactory manner.
By:
Jonathan D. Stilan, PLA
Date:
11-05-2020
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SUBMITTAL REVIEW
TO: Jason Gerhart, of Gordon For distribution via Procore For distribution via e-mail
FROM: Jonathan D. Stilan, PLA Associate Landscape Architect The LA Group
DATE: March 16, 2020
PROJECT: National Cemetery of the Alleghenies – Phase 3 Development
SUBMITTAL NO.: 04 40 10 – 01
PARAGRAPH: 1.3B, D, E & G
Submittal Product Items Noted Below:
1.3B
1. As noted in the submittal, submit limestone color samples as required to confirm ‘Gray’ color indeed matches the existing installations.
Color samples to be reviewed and approved prior to initiating fabrication.
2. It appears as though the Indiana Geological Survey testing results submitted were completed for ‘Independent Buff’ stone, not the ‘Gray’ stone proposed for use on this project. Contractor to ensure that these stones are synonymous or comparable. Otherwise test results for the ‘Gray’ stone should be submitted for review.
3. Submit color samples of the proposed Argos Brick-Lok Masonry Cement Type N mortar for review and approval.
1.3D
1. See comments attached.
2. In general, the shop drawings submitted appear to be in accordance with the design intent and dimensions shown are typically within Indiana Limestone Institute of America (ILI) standard tolerances unless otherwise noted on the drawings. For dimensions noted that do not conform to ILI standard tolerances, Contractor to provide revised shop drawings that revise or confirm alternate dimension shown providing additional clarification as appropriate prior to approval.
3. Contractor to verify accuracy of installed piers and walls prior to setting caps. Discrepancies need to be brought to the attention of the RE/COR and AE Team.
1.3E
1. Photographs and intent to verify engravings through mock-ups noted.
LA GROUP REVIEW
RESPONSE
REQUIRED OF
CONTRACTOR
No Exceptions Taken ☐ Recommend
Rejection ☐ Resubmittal Not Required
Make Corrections / Clarifications Noted ☒ Comments
Attached ☐ Resubmit in Entirety
☐ Revisions Needed ☐ Recommend Approval ☒ Revise and Submit
Noted Items
☒ Submit Specified Items(s)
This review is only for general conformance with the design concept of this project and general compliance with the information given in the contract documents, based on the information provided by the Contractor. Corrections or comments made on the shop drawings during the review do not relieve the Contractor from compliance with the project drawings and specifications. The Contractor remains responsible for all details and accuracy for confirming and correcting all quantities and dimensions, for selecting fabrication processes and techniques of construction, for coordinating work with all trades, and for performing all work in a safe and satisfactory manner.
By:
Jonathan D. Stilan, PLA
Date:
16-03-2020
Samples sent to the site to match previous project “Gray” color- Completed by C&C
Revised Testing Included in this revision.
Mortar color is irrelevant. Mortar submitted here will be under Caps only and will not be seen once caps are caulked.
See attached shop drawings to incorporate comments noted by AE.
2. Fabrication of any engraved stone pieces prior to mock-up review and approval is at the Contractors risk.
1.3G
1. No Exceptions Taken.
G:\Proj-2017\2017087_NCOTA_Masterplan_&_Phase_3_Expansion \2017087Admin-Construction\08Submittals\04 40 10-01_LAG Response_03-16- 2020.docx
A mock-up will always be provided.
INDIANA GEOLOGICAL SURVEY
611 N. Walnut Grove Ave., Bloomington, IN 47405-2208 · (812) 855-7636 http://igs.indiana.edu · IGSinfo@indiana.edu
July 23, 2015
Tim Sproull
Indiana Limestone Company
The Indiana Geological Survey performed standard ASTM test C97 Absorption and Bulk Specific Gravity, C99 Modulus of Rupture, C170 Compressive Strength, C241 Abrasion Resistance of Stone Subjected to Foot Traffic, and C880 Flexural Strength of Dimension Stone on specimens of stone known as Salem Limestone originating from the Indiana Limestone Company Central (Victor) quarry. Analysis of stone in this report was completed on July 23 2015. The results are included below.
C99, C170, and C880 specimens were tested with a model 60 BTE Baldwin-Satec hydraulic press using the required fixtures and ASTM procedures for these tests. Standard ASTM E4 is used to calibrate this press on a yearly basis. The required balance and water bath were used for ASTM C-97 specimens. The accuracy of load values for test specimens was +/- 0.5% for C99, C170, and C880.
Sincerely, Drew M. Packman
Materials Testing Facility Coordinator
Indiana Geological Survey
GRAY
C97 –Absorption and Bulk Specific Gravity
Absorption (%) Bulk Specific Gravity
001 4.62 2.31 002 4.57 2.32 003 4.60 2.32
AVG=4.60 AVG= 2.32
Low=4.57 Low= 2.32
High=4.62 High= 2.32
C99 – Modulus of Rupture
Wet Perpendicular (psi)
004 819 005 808 006 816 007 769 008 752
AVG 793
Wet Parallel (psi)
009 729 010 814 011 778 012 747 013 750
AVG 764
Dry Perpendicular (psi)
014 966 015 932 016 859 017 857 018 867
Dry Parallel (psi)
019 940 020 943 021 946 022 913 023 871
AVG 922
C170 – Compressive Strength
024 6254 025 5962 026 5677 027 5410 028 5009
AVG 5662
029 4230 030 4339 031 3995 032 3862 033 3649
AVG 4015
034 6431 035 7550 036 4763 037 7115 038 7060
AVG 6583
039 5414 040 6297 041 5969 042 4801 043 3892
AVG 5274
C241 – Abrasion Resistance to Foot Traffic Dry Perpendicular (%) 047 10.1 048 10.6 049 10.5
AVG 10.4
Dry Parallel (%) 044 8.5 045 9.0 046 8.7
AVG 8.7
C880 – Flexural Strength
050 648 051 573 052 552 053 548 054 605
AVG 585
055 614 056 635 057 539 058 589 059 579
AVG 591
060 672 061 648 062 616 063 683 064 727
AVG 669
065 844 066 800 067 838 068 745 069 742
5/5/2020 Mail - Brandon Johnson - Outlook https://outlook.office.com/mail/search/id/AAQkAGNjMzY3ZTgzLTFhNzktNGJiZi1hNjE4LTUzZWJkMzBjZGI2NQAQAIwpjetR3kzGqFZZNUbnVd0%3D 1/5
Good morning Brandon-
I have attached the limestone shop drawings for the Alleghenies National Cemetery.
The drawings have been revised per comments received from our previous submittal review.
Please review these revised drawings and return marked with any additional changes required.
Thank you for your help-
Tammy Pate Project Manager Office: (812) 824-5805 ext. 200 Fax: (812) 824-5809 www.3dstoneinc.com
From: Brandon Johnson <brandonjohnson@candccontractors.com> Sent: Tuesday, April 28, 2020 5:20 PM To: Logan Sylvester <logan.sylvester@3dstoneinc.com>; Tammy Pate <tammy.pate@3dstoneinc.com> Cc: Shawn Culbertson <shawn.culbertson@3dstoneinc.com> Subject: Re: Project Manager for Alleghenies
Logan.
There were some revisions that needs to be made on the shop drawings per the DOR comments.
Thanks
Brandon Johnson Project Manager | C&C Contractors m 334-549-3703 | www.candccontractors.com
From: Logan Sylvester <logan.sylvester@3dstoneinc.com> Sent: Tuesday, April 28, 2020 3:22 PM
W S
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T:\Active Jobs\3999 Alleghenies National Cemetery\Shop Drawings\3999 National Cemetery of the Alleghenies REV1.dwg
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1.
P le as e R ev ie w a nd V er ify
A
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D
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S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
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3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
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O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
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1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-6 9 16
4' -5
1 8"
7 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
18 2 C
A P
TY
PE
R"
D
ET
A
IL
3/ 4"
'-0
C I7
.1
7°
.8
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-6 9 16
4' -5
1 16
11 2"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
19 2 C
A P
TY
PE
S"
D
ET
A
IL
3/ 4"
'-0
C I7
.1
3°
.8
7°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
5'
-6 3 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
.9
7°
.0
3°
SC
A
LE
RE
F:
20 2 C
A P
TY
PE
T"
D
ET
A
IL
3/ 4"
'-0
C I7
5' -4
3 4" 15 8"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
5'
-6 3 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
21 2 C
A P
TY
PE
U
D
ET
A
IL
3/
4"
'-0
C
I7
5' -4
3 4" 15 8"
.9
2°
.0
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-8 3 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -6
1 8"
.6
4°
.3
6°
1 16
SC
A
LE
RE
F:
22 2 C
A P
TY
PE
V
D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-5 15 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
23 2 C
A P
TY
PE
W
D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-6 7 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -5
15 16
1 2"
SC
A
LE
RE
F:
24 2 C
A P
TY
PE
X"
D
ET
A
IL
3/ 4"
'-0
C I7
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
25 2 C
A P
TY
PE
Y"
D
ET
A
IL
3/ 4"
'-0
C I7
1 2"
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-3 5 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
26 2 C
A P
TY
PE
Z"
D
ET
A
IL
3/ 4"
'-0
C I7
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
D
IT
IO
N
A L
C H
A R
G E.
3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
O
N E:
JO
B
N O
SH
EE
T N
O
ST
O
N E
M A
R K
SC
A
LE
D A
TE
FI
N
IS
H
JO
IN
TS
EM
LO
C
A
TI
O N
A R
C H
IT
EC
T:
PR
O
JE
C
T:
C O
N
TR
A C
TO
R
PH
FO
R
PR
IN
T R
EC
O
R D
N O
TE
D A
TE
N
O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
K
EY
P
LA
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C O
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TA
C
TS
PR
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C
T M
A N
A G
ER
SC
H
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U
LE
S H
IP
M
EN
T:
ES
TI
M A
TO
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PR
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ID
EN
T:
of
A lle gh en ie s N at io na l C em et er y
B rid ge vi lle , P
A
St an da rd
G ra y
Sm oo th
3/ 8"
A s S ho w n
C
C C on tra ct or s, LL
C
Ly on S tre et
N ot as ul ga , A
L
4-
7-fr ed pe ar so n@ ca nd cc on tra ct or s.c om
-2
1-
Sh aw n C ul be rts on
2-
4-
E xt
. 2 sh aw n.
cu lb er ts on
3d st on ei nc
.c om
Lo ga n Sy lv es te r
2-
4-
, E xt lo ga n.
sy lv es te r@
3d st on ei nc .c om
Jo hn
C un ni ng ha m
2-
4-
, E xt jo hn
.c un ni ng ha m
3d st on ei nc
.c om
K ur t S en de k
2-
4-
E xt
. 2 ku rt.
se nd ek
3d st on ei nc .c om
-2
5-
E- Fi le A pp ro va l
-2
9-
E- Fi le R ev /R es ub m
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
27 3 C
A P
TY
PE
A
A
D
ET
A
IL
3/ 4"
'-0
C I7
1 2"
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
28 3 C
A P
TY
PE
A
B" D
ET
A
IL
3/
4"
'-0
C
I7
7 16
.4
1°
.5
9°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-3 9 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
29 3 C
A P
TY
PE
A
C
D
ET
A
IL
3/ 4"
'-0
C I7
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 5 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
3 4"
SC
A
LE
RE
F:
30 3 C
A P
TY
PE
A
D
D
ET
A
IL
3/ 4"
'-0
C I7
7 8"
.1
4°
.8
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-0 13 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
1 2"
SC
A
LE
RE
F:
31 3 C
A P
TY
PE
A
E" D
ET
A
IL
3/
4"
'-0
C
I7
5 16
.3
7°
.6
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-1
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
1 2"
SC
A
LE
RE
F:
32 3 C
A P
TY
PE
A
F" D
ET
A
IL
3/
4"
'-0
C
I7
1 2"
.3
8°
.6
2°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-0 5 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
33 3 C
A P
TY
PE
A
G
D
ET
A
IL
3/ 4"
'-0
C I7
.3
5°
.6
5°
4' -0
3 8" 1 4"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-1 1 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
7 16
5 8"
.8
0°
.2
0°
SC
A
LE
RE
F:
34 3 C
A P
TY
PE
A
H
D
ET
A
IL
3/ 4"
'-0
C I7
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-1 1 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
7 16
5 8"
.8
0°
.2
0°
SC
A
LE
RE
F:
35 3 C
A P
TY
PE
A
I" D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-0 5 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
36 3 C
A P
TY
PE
A
J" D
ET
A
IL
3/
4"
'-0
C
I7
.3
5°
.6
5°
4' -0
3 8" 1 4"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-1
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
1 2"
SC
A
LE
RE
F:
37 3 C
A P
TY
PE
A
K" D
ET
A
IL
3/
4"
'-0
C
I7
1 2"
.3
8°
.6
2°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-0 13 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
4' -0
1 2"
SC
A
LE
RE
F:
38 3 C
A P
TY
PE
A
L" D
ET
A
IL
3/
4"
'-0
C
I7
5 16
.3
7°
.6
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 5 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
3 4"
SC
A
LE
RE
F:
39 3 C
A P
TY
PE
A
M
D
ET
A
IL
3/ 4"
'-0
C I7
7 8"
.1
4°
.8
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
40 3 C
A P
TY
PE
A
N
D
ET
A
IL
3/ 4"
'-0
C I7
7 16
.4
1°
.5
9°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
41 3 C
A P
TY
PE
A
O
D
ET
A
IL
3/ 4"
'-0
C I7
1 2"
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
D
IT
IO
N
A L
C H
A R
G E.
3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
O
N E:
JO
B
N O
SH
EE
T N
O
ST
O
N E
M A
R K
SC
A
LE
D A
TE
FI
N
IS
H
JO
IN
TS
EM
LO
C
A
TI
O N
A R
C H
IT
EC
T:
PR
O
JE
C
T:
C O
N
TR
A C
TO
R
PH
FO
R
PR
IN
T R
EC
O
R D
N O
TE
D A
TE
N
O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
K
EY
P
LA
N
C O
N
TA
C
TS
PR
O
JE
C
T M
A N
A G
ER
SC
H
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U
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S H
IP
M
EN
T:
ES
TI
M A
TO
R
PR
ES
ID
EN
T:
of
A lle gh en ie s N at io na l C em et er y
B rid ge vi lle , P
A
St an da rd
G ra y
Sm oo th
3/ 8"
A s S ho w n
C
C C on tra ct or s, LL
C
Ly on S tre et
N ot as ul ga , A
L
4-
7-fr ed pe ar so n@ ca nd cc on tra ct or s.c om
-2
1-
Sh aw n C ul be rts on
2-
4-
E xt
. 2 sh aw n.
cu lb er ts on
3d st on ei nc
.c om
Lo ga n Sy lv es te r
2-
4-
, E xt lo ga n.
sy lv es te r@
3d st on ei nc .c om
Jo hn
C un ni ng ha m
2-
4-
, E xt jo hn
.c un ni ng ha m
3d st on ei nc
.c om
K ur t S en de k
2-
4-
E xt
. 2 ku rt.
se nd ek
3d st on ei nc .c om
-2
5-
E- Fi le A pp ro va l
-2
9-
E- Fi le R ev /R es ub m
01 2" 1'
-1 01 2"
3' -9
3'
-4 1 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -3
5 8"
SC
A
LE
RE
F:
42 4 C
A P
TY
PE
A
P" D
ET
A
IL
3/
4"
'-0
C
I7
1 2"
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-6 7 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -5
15 16
SC
A
LE
RE
F:
43 4 C
A P
TY
PE
A
Q
D
ET
A
IL
3/ 4"
'-0
C I7
1 2"
.6
2°
.3
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
3'
-8 3 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
3' -6
1 8"
SC
A
LE
RE
F:
44 4 C
A P
TY
PE
A
U
D
ET
A
IL
3/ 4"
'-0
C I7
1 16
.6
4°
.3
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
5'
-6 3 8"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
5' -4
3 4"
SC
A
LE
RE
F:
45 4 C
A P
TY
PE
A
V
D
ET
A
IL
3/ 4"
'-0
C I7
15 8"
.0
8°
.9
2°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
5'
-6 5 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
5' -4
11 16
SC
A
LE
RE
F:
46 4 C
A P
TY
PE
A
W
D
ET
A
IL
3/ 4"
'-0
C I7
15 8"
.0
4°
.9
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-6 9 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
47 4 C
A P
TY
PE
A
X" D
ET
A
IL
3/
4"
'-0
C
I7
4' -5
1 16
11 2"
.1
3°
.8
7°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-6 9 16
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
48 4 C
A P
TY
PE
A
Y" D
ET
A
IL
3/
4"
'-0
C
I7
4' -5
1 8"
7 16
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
.8
3°
.1
7°
1' -1
01 2" 1'
-1 01 2"
3' -9
4'
-9
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
49 4 C
A P
TY
PE
A
Z" D
ET
A
IL
3/
4"
'-0
C
I7
4' -7
7 16
9 16
.0
2°
.9
8°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
1' -1
01 2" 1'
-1 01 2"
3' -9
5'
-1 1 4"
61 4"
17 8"
81 8" 61 4"
17 8"
4" C
LE
AN
4" C
LE
AN
3' -1
W
AL
L
SC
A
LE
RE
F:
50 4 C
A P
TY
PE
A
A A
D
ET
A
IL
3/
4"
'-0
C
I7
1' -1
01 2" 3'
-2 3 4"
4" C
LE
AN
61 8"
1 2" D
R
IP
B
EL
O W
1' -0
7 8"1 2" D
R
IP
B
EL
O W
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L B
/ 8
2' -4
2' -5
1 2" 3 4"
2' -6
5 16
2' -4
4"
21 4"
61 4"
3" C
LE
AN
1' -1
0" W
AL
L
3" C
LE
AN
2' -4
3 16
SC
A
LE
RE
F:
51 4 C
A P
TY
PE
A
A B"
D
ET
A
IL
3/ 4"
'-0
C I7
SE
C
TI
O
N
R
'-1
R
'-5
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L A
/ 8
.1
1°
.8
9°
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0"
3' -0
13 16
2' -5
5' -5
13 16
6"
1 2" D
R
IP
B
EL
O W
2' -2
" 1 2" D
R
IP
B
EL
O W
SC
A
LE
RE
F:
52 4 C
A P
TY
PE
BA
D
ET
A
IL
3/
4"
'-0
C
I7
4" C
LE
AN
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-9 3 4"
SC
A
LE
RE
F:
53 4 C
A P
TY
PE
BB
D
ET
A
IL
3/
4"
'-0
C
I7
.0
1°
.9
9°
4' -7
3 4" 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
63 4" C
LE
AN
63 4" C
LE
AN
3' -8
1 2" W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-0 9 16
SC
A
LE
RE
F:
54 4 C
A P
TY
PE
BC
D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 9
TH
U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-0 7 16
SC
A
LE
RE
F:
55 4 C
A P
TY
PE
BD
D
ET
A
IL
3/
4"
'-0
C
I7
4' -1
03 8"
1 16
.0
5°
.9
5°
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
D
IT
IO
N
A L
C H
A R
G E.
3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
O
N E:
JO
B
N O
SH
EE
T N
O
ST
O
N E
M A
R K
SC
A
LE
D A
TE
FI
N
IS
H
JO
IN
TS
EM
LO
C
A
TI
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A R
C H
IT
EC
T:
PR
O
JE
C
T:
C O
N
TR
A C
TO
R
PH
FO
R
PR
IN
T R
EC
O
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N O
TE
D A
TE
N
O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
K
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of
A lle gh en ie s N at io na l C em et er y
B rid ge vi lle , P
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Sm oo th
3/ 8"
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AN
4" C
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4' -2
W
AL
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61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-0 7 16
SC
A
LE
RE
F:
56 5 C
A P
TY
PE
BE
D
ET
A
IL
3/
4"
'-0
C
I7
4' -1
03 8"
1 16
.0
5°
.9
5°
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0"
2' -9
1 4" 2'
-5 1 2"
5' -3
5 8"
SC
A
LE
RE
F:
57 5 C
A P
TY
PE
BF
D
ET
A
IL
3/
4"
'-0
C
I7
3" C
LE
AN
5' -0
7 8"
.2
4°
113 16
1"
.7
6°
.9 6°
.0
4°
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
31 2" C
LE
AN
31 2" C
LE
AN
1' -8
W
AL
L
2' -5
7 16
9 16
"R 11 2"
SC
A
LE
RE
F:
58 5 C
A P
TY
PE
BG
D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L F
/ 8
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
31 2" C
LE
AN
31 2" C
LE
AN
1' -8
W
AL
L
4' -5
5 8"
2' -2
13 16
R 11 2"
SC
A
LE
RE
F:
59 5 C
A P
TY
PE
BH
D
ET
A
IL
3/
4"
'-0
C
I7
2' -2
13 16
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L F
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2" 83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0"
2' -1
01 8" 2'
-5 1 2"
5' -3
5 8"
SC
A
LE
RE
F:
60 5 C
A P
TY
PE
BI
D
ET
A
IL
3/
4"
'-0
C
I7
3" C
LE
AN
5' -0
7 8"
.2
4°
113 16
1"
.7
6°
.9 6°
.0
4°
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-1 13 4"
SC
A
LE
RE
F:
61 5 C
A P
TY
PE
BJ
D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
15 16
113 16
.2
3°
.7
7°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-1 13 4"
SC
A
LE
RE
F:
62 5 C
A P
TY
PE
BK
D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
13 16
115 16
.0
7°
.9
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-1
SC
A
LE
RE
F:
63 5 C
A P
TY
PE
BL
D
ET
A
IL
3/
4"
'-0
C
I7
4' -1
1" 2"
.9
7°
.0
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-1 1 8"
SC
A
LE
RE
F:
64 5 C
A P
TY
PE
BM
D
ET
A
IL
3/
4"
'-0
C
I7
4' -1
015 16
3 16
.1
4°
.8
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-0 3 8"
SC
A
LE
RE
F:
65 5 C
A P
TY
PE
BN
D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
11 16
211 16
.3
5°
.6
5°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0"
2' -1
3 16
2'
-5
5' -3
3 16
SC
A
LE
RE
F:
66 5 C
A P
TY
PE
BO
D
ET
A
IL
3/
4"
'-0
C
I7
3" C
LE
AN
Q
TY
: 2 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
4' -1
111 16
2' -1
13 4"
SC
A
LE
RE
F:
67 5 C
A P
TY
PE
BP
D
ET
A
IL
3/
4"
'-0
C
I7
1' -1
07 8"
1 16
R
'-0 1 2"
2' -3
R
'-9 1 2"
9 16
2' -2
7 16 "2
'-3 9 16
9 16
Q
TY
: 1 T
H U
S
SE
C
TI
O N
SE
C
TI
O
N D
ET
AI
L G
E
1.
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
D
IT
IO
N
A L
C H
A R
G E.
3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
O
N E:
JO
B
N O
SH
EE
T N
O
ST
O
N E
M A
R K
SC
A
LE
D A
TE
FI
N
IS
H
JO
IN
TS
EM
LO
C
A
TI
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A R
C H
IT
EC
T:
PR
O
JE
C
T:
C O
N
TR
A C
TO
R
PH
FO
R
PR
IN
T R
EC
O
R D
N O
TE
D A
TE
N
O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
K
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TI
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T:
of
A lle gh en ie s N at io na l C em et er y
B rid ge vi lle , P
A
St an da rd
G ra y
Sm oo th
3/ 8"
A s S ho w n
C
C C on tra ct or s, LL
C
Ly on S tre et
N ot as ul ga , A
L
4-
7-fr ed pe ar so n@ ca nd cc on tra ct or s.c om
-2
1-
Sh aw n C ul be rts on
2-
4-
E xt
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cu lb er ts on
3d st on ei nc
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Lo ga n Sy lv es te r
2-
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sy lv es te r@
3d st on ei nc .c om
Jo hn
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2-
4-
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3d st on ei nc
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K ur t S en de k
2-
4-
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se nd ek
3d st on ei nc .c om
-2
5-
E- Fi le A pp ro va l
-2
9-
E- Fi le R ev /R es ub m
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
3' -3
1 16
3' -1
11 16
SC
A
LE
RE
F:
68 6 C
A P
TY
PE
BQ
D
ET
A
IL
3/
4"
'-0
C
I7
11 16
1 4"
2' -3
2'
-3 1 4"
11 16
R
'-9 1 2"
R
'-0 1 2"
2' -3
SE
C
TI
O
N
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
3' -8
1 2"
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
69 6 C
A P
TY
PE
BR
D
ET
A
IL
3/
4"
'-0
C
I7
R
'-9 1 2"2'
-3 "R
'-0
1 2"
3' -6
15 16
13 16
13 16
2' -3
"5 16 " 2'
-3 5 16
71 8"
SE
C
TI
O
N
3' -8
5 8"
3 16
Q
TY
: 9 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
2' -3
1 16
SC
A
LE
RE
F:
70 6 C
A P
TY
PE
BS
D
ET
A
IL
3/
4"
'-0
C
I7
2' -2
1 8" 1 2"
1 2"
SE
C
TI
O
N
21 2" C
LE
AN
2' -3
1 8"
1 8"
2' -3
R
'-0 1 2"
2' -3
"R
'-9 1 2"
1' -1
1 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
2' -1
1 4" 4'
-3 3 4"
11 8" 11 8"
R
'-0 1 2"
2' -3
"R
'-3 1 2"
21 2" C
LE
AN
4' -6
1' -1
1 2"
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
71 6 C
A P
TY
PE
BT
D
ET
A
IL
3/
4"
'-0
C
I7
R 11 2"
2' -3
"9 16 " 2'
-3 9 16
SE
C
TI
O
N
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
4' -4
1 2" 11 8"
11 8"
4' -6
13 16
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
72 6 C
A P
TY
PE
BU
D
ET
A
IL
3/
4"
'-0
C
I7
2' -2
1 4"
R 2"
2' -3
"9 16 " 2' -3
9 16
R
'-0 1 2"
2' -3
"R
'-3 1 2"
SE
C
TI
O
N
Q
TY
: 1
TH
U
S
SE
C
TI
O
N D
ET
AI
L G
2' -4
13 16
5 8"
2' -6
1 16
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
73 6 C
A P
TY
PE
BV
D
ET
A
IL
3/
4"
'-0
C
I7
35 8"
2' -3
"3 16
2' -3
3 16
SE
C
TI
O
N 5 8"
R 11 2"
R
'-0 1 2"2'
-3 "R
'-3
1 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
4" C
LE
AN
4" C
LE
AN
6"
9 16
9 16
6"
9 16
1'
-6 1 2"
1' -6
1 2"
3' -1
2' -5
W
AL
L
1' -6
1 2"
4' -6
11 16
4" C
LE
AN
4' -3
9 16
9 16
9 16
R
'-4 "3'
-1 "R
'-5
9 16
3' -1
3'
-1 9 16
SC
A
LE
RE
F:
74 6 C
A P
TY
PE
BW
D
ET
A
IL
3/
4"
'-0
C
I7
SE
C
TI
O
N
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L H
4" C
LE
AN
4" C
LE
AN
6"
9 16
9 16
6"
9 16
1'
-6 1 2"
1' -6
1 2"
3' -1
2' -5
W
AL
L
4' -2
7 16
1 2"
3' -1
3'
-1 1 2"
SC
A
LE
RE
F:
75 6 C
A P
TY
PE
BX
D
ET
A
IL
3/
4"
'-0
C
I7
SE
C
TI
O
N 3'
-1
9 16
7 16
7 16
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L H
4" C
LE
AN
4" C
LE
AN
6"
9 16
9 16
6"
9 16
1'
-6 1 2"
1' -6
1 2"
3' -1
2' -5
W
AL
L
4' -6
7 16
4" C
LE
AN
4' -3
9 16
5 16
9 16
R
'-4
3' -1
R
'-5
9 16
3' -1
3'
-1 9 16
SC
A
LE
RE
F:
76 6 C
A P
TY
PE
BY
D
ET
A
IL
3/
4"
'-0
C
I7
SE
C
TI
O
N
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L H
4' -6
7 16
1' -6
1 2"
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
2' -3
1 16
SC
A
LE
RE
F:
77 6 C
A P
TY
PE
C
A
D
ET
A
IL
3/ 4"
'-0
C I7
2' -2
1 8" 1 2"
1 2"
SE
C
TI
O
N
21 2" C
LE
AN
R
'-0 1 2"
2' -3
R
'-9 1 2"
1' -1
1 2"
2' -3
1 8"
1 8"
2' -3
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
3' -8
1 2"
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
78 6 C
A P
TY
PE
C
B" D
ET
A
IL
3/
4"
'-0
C
I7
2' -3
3' -6
15 16
13 16
13 16
2' -3
"5 16 " 2'
-3 5 16
71 8"
SE
C
TI
O
N
3' -8
5 8"
3 16
R
'-0 1 2"
R
'-9 1 2"
Q
TY
: 9 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
4' -1
111 16
2' -1
13 4"
SC
A
LE
RE
F:
79 6 C
A P
TY
PE
C
C
D
ET
A
IL
3/ 4"
'-0
C I7
1' -1
07 8"
1 16
R
'-0 1 2" 2'
-3 " R
'-9
1 2"
9 16 " 2' -2
7 16
2' -3
9 16
9 16
SE
C
TI
O
N
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
2' -4
13 16
5 8"
2' -6
1 16
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
80 6 C
A P
TY
PE
C
D
D
ET
A
IL
3/ 4"
'-0
C I7
35 8"
2' -3
"3 16
2' -3
3 16
SE
C
TI
O
N 5 8"
R 11 2"
2' -3
R
'-3 1 2"
R
'-0 1 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
2' -1
1 4" 4'
-3 3 4"
11 8" 11 8"
2' -3
21 2" C
LE
AN
4' -6
1' -1
1 2"
1' -1
1 2" 1'
-1 1 2"
2' -3
6"
11 8"
71 8" 6"
11 8"
21 2" C
LE
AN
21 2" C
LE
AN
1' -1
0" W
AL
L
SC
A
LE
RE
F:
81 6 C
A P
TY
PE
C
E" D
ET
A
IL
3/
4"
'-0
C
I7
R 11 2"
2' -3
"9 16
2' -3
9 16
SE
C
TI
O
N R
'-0
1 2"
R
'-3 1 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
F
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se d ra w in gs w ill b e fa br ic at ed e xa ct ly a s sh ow n un le ss o th er w is e no te d by
C on tra ct or a nd /o r A rc hi te ct in th e ap pr ov al p ha se
If w al l d im en si on s, pr of ile d et ai l/d im en si on s o r s ec tio n de ta il/ di m en si on s a re in e rr or b ut a pp ro ve d w ith th es e dr aw in gs
, f ab ric at ed a nd sh ip pe d, t he n it w ill be th e re sp on si bi lit y of th e
A rc hi te ct (d es ig n in te nt an d/ or th e
C on tra ct or (f ie ld v er ify ) t o re pl ac e th es e ite m s f or a n
A D
D
IT
IO
N
A L
C H
A R
G E.
3.
P le as e pr ov id e w ith re tu rn ed sh op d ra w in gs a n es tim at ed d at e of w he n th e fir st d el iv er y of st on e w ill b e re qu ire d on si te , a s w el l a s a st ar tin g po in t o n th e bu ild in g an d a se qu en ce o rd er o f s to ne to b e se t.
ST
O
N E:
JO
B
N O
SH
EE
T N
O
ST
O
N E
M A
R K
SC
A
LE
D A
TE
FI
N
IS
H
JO
IN
TS
EM
LO
C
A
TI
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A R
C H
IT
EC
T:
PR
O
JE
C
T:
C O
N
TR
A C
TO
R
PH
FO
R
PR
IN
T R
EC
O
R D
N O
TE
D A
TE
N
O . 3D Stone, Inc. Indiana Limestone Fabrication & Carving
6700 South Victor Pike ~ Bloomington, IN 47403 Phone (812) 824-5805 ~ Fax (812) 824-5818 Web Site ~ 3DStoneInc.com
K
EY
P
LA
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C O
N
TA
C
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PR
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C
T M
A N
A G
ER
SC
H
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U
LE
S H
IP
M
EN
T:
ES
TI
M A
TO
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PR
ES
ID
EN
T:
of
A lle gh en ie s N at io na l C em et er y
B rid ge vi lle , P
A
St an da rd
G ra y
Sm oo th
3/ 8"
A s S ho w n
C
C C on tra ct or s, LL
C
Ly on S tre et
N ot as ul ga , A
L
4-
7-fr ed pe ar so n@ ca nd cc on tra ct or s.c om
-2
1-
Sh aw n C ul be rts on
2-
4-
E xt
. 2 sh aw n.
cu lb er ts on
3d st on ei nc
.c om
Lo ga n Sy lv es te r
2-
4-
, E xt lo ga n.
sy lv es te r@
3d st on ei nc .c om
Jo hn
C un ni ng ha m
2-
4-
, E xt jo hn
.c un ni ng ha m
3d st on ei nc
.c om
K ur t S en de k
2-
4-
E xt
. 2 ku rt.
se nd ek
3d st on ei nc .c om
-2
5-
E- Fi le A pp ro va l
-2
9-
E- Fi le R ev /R es ub m
4"
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-0 3 8"
SC
A
LE
RE
F:
82 7 C
A P
TY
PE
C
F" D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
11 16
211 16
.3
5°
.6
5°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-1 1 8"
SC
A
LE
RE
F:
83 7 C
A P
TY
PE
C
G
D
ET
A
IL
3/ 4"
'-0
C I7
4' -1
015 16
3 16
.1
4°
.8
6°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 5'
-1
SC
A
LE
RE
F:
84 7 C
A P
TY
PE
C
H
D
ET
A
IL
3/ 4"
'-0
C I7
4' -1
1" 2"
.9
7°
.0
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-1 13 4"
SC
A
LE
RE
F:
85 7 C
A P
TY
PE
C
I" D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
13 16
115 16
.0
7°
.9
3°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-1 13 4"
SC
A
LE
RE
F:
86 7 C
A P
TY
PE
C
J" D
ET
A
IL
3/
4"
'-0
C
I7
4' -9
15 16
113 16
.2
3°
.7
7°
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0" 4'
-9 3 4"
SC
A
LE
RE
F:
87 7 C
A P
TY
PE
C
K" D
ET
A
IL
3/
4"
'-0
C
I7
.0
1°
.9
9°
4' -7
3 4" 2"
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
4" C
LE
AN
4" C
LE
AN
4' -2
W
AL
L
61 4"
21 2"
83 4" 61 4"
21 2" 2'
-5
2' -5
4' -1
0"
3' -0
13 16
2' -5
5' -5
13 16
6"
1 2" D
R
IP
B
EL
O W
2' -2
"1 2" D
R
IP
B
EL
O W
SC
A
LE
RE
F:
88 7 C
A P
TY
PE
C
L" D
ET
A
IL
3/
4"
'-0
C
I7
4" C
LE
AN
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L E
/ 8
SC
A
LE
RE
F:
89 7
SI
LL
T
YP
E
"D A
D
ET
A
IL
3/
4"
'-0
C
I7
21 2" C
LE
AN
6"
5 16
5 16
4"61 2" 4'
-2 5 16
R
'-3 1 2"
61 2"
R
'-9 "4'
-1 13 16
1 4"
1 4"
61 2"
1 2"
7"
SE
C
TI
O
N
Q
TY
: 3 T
H U
S
SE
C
TI
O
N D
ET
AI
L J
/ 8
2' -0
7 8" 2'
-4
4"
21 4"
61 4"
3" C
LE
AN
1' -1
0" W
AL
L
3" C
LE
AN
SC
A
LE
RE
F:
90 7 C
A P
TY
PE
C
O
D
ET
A
IL
3/ 4"
'-0
N O
N E
Q
TY
: 1 T
H U
S
SE
C
TI
O
N D
ET
AI
L G
4' -4
1 8" 2'
-4
4"
21 4"
61 4"
3" C
LE
AN
1' -1
0" W
AL
L
3" C
LE
AN
SC
A
LE
RE
F:
91 7 C
A P
TY
PE
C
P" D
ET
A
IL
3/
4"
'-0
N
O N
E
SE
C
TI
O
N
4' -2
11 16
7 8" 9 16
"2' -4
2'
-4 3 8"
3 8"
R
'-2 13 16
2' -4
R
'-6 13 16
Q
TY
: 1 T
H U
S
3" C
LE
AN
SE
C
TI
O
N D
ET
AI
L G
3" C
LE
AN
1' -9
W
AL
L
9 16
7 16
3"
2' -0
1' -8
3 8" C
LE
AN
3' -5
5 8"
SC
A
LE
RE
F:
92 7 C
A P
TY
PE
EA
D
ET
A
IL
3/
4"
'-0
C
I7
33 8" C
LE
AN
33 8" C
LE
AN
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L K
/ 8
R 2"
3" C
LE
AN
1' -9
W
AL
L
9 16
7 16
3"
2' -0
1' -8
3 8" C
LE
AN
3' -5
13 16
SC
A
LE
RE
F:
93 7 C
A P
TY
PE
EB
D
ET
A
IL
3/
4"
'-0
C
I7
Q
TY
: 4 T
H U
S
SE
C
TI
O
N D
ET
AI
L K
/ 8
2"
P le as e R ev ie w a nd V er ify
A
LL
D
IM
EN
SI
O N
S on th es e dr aw in gs
A ll di m en si on s h av e de riv ed fr om th e A rc hi te ct ur al d ra w in gs to th e be st o f o ur ab ili ty
3D
S to ne , I nc . d ep en ds o n th e C on tra ct or an d
A rc hi te ct to re vi ew d ra w in gs in o rd er to in su re th at w e pr ov id e th e co rr ec t s to ne to m at ch th e de si gn in te nt a lo ng w ith th e co rr ec t a m ou nt o f s to ne n ee de d to c om pl et e th e pr oj ec t.
2.
T he se…
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