Sarasota Expansion Design Sh 054-069.pdf
PDF 17 MB Posted
- Solicitation number
- 36C78622B0025
About this file
This federal contract opportunity notice seeks proposals for the Sarasota National Cemetery Gravesite Expansion project. The Department of Veterans Affairs National Cemetery Administration issued solicitation number 36C78622B0025 for expansion design services at the Sarasota National Cemetery in Florida. Offerors should provide proposals to design expansion of the cemetery to accommodate additional gravesites. The expansion project is identified as number 931CM3004. Proposals are due by the date listed in the IFB, which was issued to obtain design services for expanding the capacity of the Sarasota facility and meeting burial needs of area veterans into the future.
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GI-18B
YD-24
YD-25
YD-26
CO-3
TOP=31.85
FL=30.48
CO-4
TOP=31.85
FL=30.48
CO-5
TOP=31.46
FL=30.09
CO-6
TOP=31.46
FL=30.09
CO-7
TOP=31.62
FL=30.25
CO-8
TOP=31.62
FL=30.25
INLET-6
TOP=31.31
FL=27.51
CO-9
TOP=31.62
FL=30.25
CO-10
TOP=31.62
FL=30.25
CO-11
TOP=31.52
FL=30.15
CO-12
TOP=31.52
FL=30.15
CO-13
TOP=31.50
FL=30.13
CO-14
TOP=31.50
FL=30.13
CO-15
TOP=31.61
FL=30.24
CO-16
TOP=31.61
FL=30.24
CO-17
TOP=31.73
FL=30.35
CO-18
TOP=31.73
FL=30.35
CO-19
TOP=31.84
FL=30.47
CO-20
TOP=31.85
FL=30.47
CO-1
TOP=31.85
FL=30.47
INLET-3
TOP=31.64
FL=26.74
INLET-4
TOP=30.70
FL=27.15
INLET-2
TOP=31.64
FL=27.24
INLET-1
TOP=30.70
FL=27.62
INLET-5
TOP=30.30
FL=27.79
INLET-7
TOP=31.36
FL=26.09
INLET-8
TOP=31.93
FL=26.89
INLET-9
TOP=30.70
FL=27.15
CONNECT TO
EX. INLET-YD 26
TOP=30.43
FL(SW)=25.33
FL(NE)=26.00
CO-2
TOP=31.85
FL=30.47
COLUMBARIUM PLAZA
UNDERDRAIN LAYOUT 1
CS-106
KK DML
N
C
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
October 14, 2021
100% Construction Documents - Issued for Construction
KEYKEY
NOTES:
1. ALL COLUMBARIUM UNDERDRAIN PIPE SHALL BE
4" DIA. PERFORATED PVC (4 ROWS OF HOLES IN
THE LOWER PORTION OF THE PIPE, OPENINGS
TO UNDERSIDE OF PIPE).
2. ALL SOLID UNDERDRAIN PIPE SHALL BE 8",
UNLESS OTHERWISE STATED.
3. ALL CLEAN OUTS & INLETS (DRAIN BASIN) TO BE
CONSTRUCTED PER DETAILS, SHT CS-202.
4. ALL LATERALS CONNECT TO MAIN LINE WITH A
WYE FITTING.
5. ALL INLETS SHALL BE 12", UNLESS OTHERWISE
STATED.
0 5 10 20 30
P
A
T
R
I
O
T
I
R
LEGEND
PERF. UNDERDRAIN PIPE
SOLID UNDERDRAIN PIPE
SURFACE SPOT ELEV.
INVERT OF PIPE
CLEAN OUT (CO)
FL=12.50
PIPE FLOW ARROW
TOP=21.0
N
A
V
Y
L
O
P
INLET
GI-16
YD-19
YD-20
YD-27
CO-22
TOP=31.71
FL=30.34
CO-21
TOP=31.72
FL=30.34
CO-23
TOP=31.62
FL=30.24
CO-24
TOP=31.62
FL=30.24
CO-26
TOP=31.61
FL=30.16
CO-25
TOP=31.61
FL=30.24
CO-27
TOP=31.45
FL=30.07
CO-28
TOP=31.45
FL=30.07
CO-30
TOP=31.47
FL=30.09
CO-29
TOP=31.47
FL=30.09
CO-32
TOP=31.57
FL=30.19
CO-31
TOP=31.57
FL=30.19
CO-34
TOP=31.66
FL=30.29
CO-33
TOP=31.66
FL=30.29
CO-35
TOP=31.76
FL=30.39
CO-36
TOP=31.76
FL=30.39
CO-37
TOP=31.79
FL=30.42
CO-38
TOP=31.79
FL=30.42
CO-39
TOP=31.79
FL=30.42
CO-40
TOP=31.79
FL=30.42
INLET-18
TOP=30.70
FL=27.64
INLET-17
TOP=31.62
FL=27.49
INLET-12
TOP=31.42
FL=26.81
CONNECT TO
EX. INLET-YD 27
TOP=30.70
FL(SE)=26.37
FL=26.70
INLET-11
TOP=31.61
FL=27.51
INLET-10
TOP=30.70
FL=27.79
INLET-16
TOP=31.60
FL=27.98
INLET-15
TOP=30.70
FL=28.33
INLET-13
TOP=31.45
FL=28.29
INLET-14
TOP=30.30
FL=28.56
COLUMBARIUM PLAZA
UNDERDRAIN LAYOUT 2
CS-107
KK DML
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
October 14, 2021
100% Construction Documents - Issued for Construction
KEYKEY
P
A
T
R
I
T
I
R
0 5 10 20 30
LEGEND
PERF. UNDERDRAIN PIPE
SOLID UNDERDRAIN PIPE
SURFACE SPOT ELEV.
INVERT OF PIPEFL=12.50
PIPE FLOW ARROW
TOP=21.0
NOTES:
1. ALL COLUMBARIUM UNDERDRAIN PIPE SHALL BE
4" DIA. PERFORATED PVC (4 ROWS OF HOLES IN
THE LOWER PORTION OF THE PIPE, OPENINGS
TO UNDERSIDE OF PIPE).
2. ALL SOLID UNDERDRAIN PIPE SHALL BE 8",
UNLESS OTHERWISE STATED.
3. ALL CLEAN OUTS & INLETS (DRAIN BASIN) TO BE
CONSTRUCTED PER DETAILS, SHT CS-202.
4. ALL LATERALS CONNECT TO MAIN LINE WITH A
WYE FITTING.
5. ALL INLETS SHALL BE 12", UNLESS OTHERWISE
STATE.
N
A
V
Y
L
O
P
CLEAN OUT (CO)
INLET
TOP VIEW
LONGITUDINAL SECTION
TRANSVERSE SECTION
TOP VIEW TOP VIEW
SECTION BBSECTION AA
(SEE NOTE 6 BELOW)(SEE NOTE 6 ABOVE)
A
A
B
B
GENERAL NOTES
CONSTRUCTION DETAILS
STORM SEWER FRAMES
& GRATES
CS-201
KK RWB
TOP SLABS
FRAME AND GRATE
USF 5130-6619
OR APPROVED EQUAL
HEAVY DUTY
(H.D.) COUPLER
NOTES
N
C
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
October 14, 2021
100% Construction Documents - Issued for Construction
CONSTRUCTION DETAILS
CATCH BASINS & CLEANOUTS
CS-202
KK JWC
A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
October 14, 2021
100% Construction Documents - Issued for Construction
CLEANOUT
1 NTS
GRAVEL BED ALONG COLUMBARIUM
WALLS AND MEMORIAL WALLS
(SEE LANDSCAPE ARCHITECT PLANS)
SIDEWALK
GEOTEXTILE FILTER FABRIC
CONCRETE COLUMBARIUM FOOTING
(SEE STRUCTURAL PLANS)
SLOPE VARIES
4" PERFORATED PIPE
(SEE NOTE THIS SHEET)
4" THREADED CAP
FLOW
45° BEND
1'-0"
VARIES
2" (TYP.)
NOTES:
1. ALL UNDERDRAIN PIPE UNDER COLUMBARIUM SHALL BE 4" DIA.
PERFORATED PVC (4 ROWS OF HOLES IN THE LOWER PORTION OF
THE PIPE, OPENINGS TO UNDERSIDE OF PIPE, AND IN CONFORMANCE
WITH ASTM C700, UNLESS OTHERWISE STATED). ALL SOLID
UNDERDRAIN PIPE SHALL BE 8", UNLESS OTHERWISE STATED.
2. SEE SHEET CU301 FOR COLUMBARIUM LAYOUT.
4" MIN ON 12" - 24"
6" MIN ON 30"
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS
GUIDELINE
INLET (DRAIN BASIN)
2 NTS
12"
8" SOLID PIPE
4" PERFORATED PIPE
FDOT TYPE J MANHOLE
3 NTS
DRAIN BASIN W/ LIGHT DUTY, HEEL
PROOF BRONZE GRATED TOP
HARDSCAPELANDSCAPE
TOPSOIL
47'-0"
COAST GUARD PARKWAY
AI
R
FO
RC
E
DR
IV
EMARINE CORP TRAIL
LS-301
CONSTRUCTION FENCE
48'-4"
'-0
12'-7"
VIF
42" TRAFFIC BARREL BARRICADE EACH END;
HI-INTENSITY GRADE, AS APPROVED BY COR
(TYP.)
30.9
30.2
30.0
30.0
30.730.7
28.7 30.1
30.4 30.8
30.6
30.730.4
30.3
30.030.1
31.7
33.3
32.2
30.1
30.4
32.2
33.9 34.2
32.1
30.4
30.2
32.5
34.4
34.5
32.4
30.2
30.1
32.1
32.0
29.7
31.1 30.9
34.4
30.3
28.928.929.129.8
29.5
29.3 29.8 29.3
28.9 29.0
30.129.329.0
29.9
30.4 30.2 30.3 29.9
28.1
29.6
.3
29.7
29.0
29.1
29.1
29.5
29.7 29.9 29.8 29.6
29.6
29.7
29.9
30.2
30.0
.5
10" 10"
12"
12"
12"
12" 16"
29.9
29.7
29.8
29.6
30.5
30.4
30.7
30.4
30.2
32.7
32.6
32.5
32.9 33.4
33.633.9 33.9
34.2
34.1
33.6
29.1
29.0
28.6
28.8
28.7
28.8
8"
10"
30.9
30.2
30.0
30.0
30.730.7
28.7 30.1
30.4 30.8
30.6
30.730.4
30.3
30.030.1
31.7
33.3
32.2
30.1
30.4
32.2
33.9 34.2
32.1
30.4
30.2
32.5
34.4
34.5
32.4
30.2
30.1
32.1
32.0
29.7
31.1 30.9
34.4
30.3
28.928.929.129.8
29.5
29.3 29.8 29.3
28.9 29.0
30.129.329.0
29.9
30.4 30.2 30.3 29.9
28.1
29.6
.3
29.7
29.0
29.1
29.1
29.5
29.7 29.9 29.8 29.6
29.6
29.7
29.9
30.2
30.0
.5
10" 10"
12"
12"
12"
12" 16"
29.9
29.7
29.8
29.6
30.5
30.4
30.7
30.4
30.2
32.7
32.6
32.5
32.9 33.4
33.633.9 33.9
34.2
34.1
33.6
29.1
29.0
28.6
28.8
28.7
28.8
8"
10"
IP
29.5
29.8
'-4
3 4"
24'-9"
29.0
29.7
120'-8"
109'-1014"
30'-0"
4°
TEMPORARY COMMITTAL SERVICE
SHELTER; REFER TO NOTE 1
5°
18'-0"
'-0
6'-0"
F3 - BENCH, 7/A-122, DELETE ANCHORS
(2) REQ'D. THIS AREA
54'-8"
5'-0"
2'-0"
2' -0
10'-0" VIF
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
(TYP.)
LS-302
EXPANSION JOINT
6'-0"5'-0"
2'-0"
SAWCUT EXISTING
(TYP.)
CJ-204
ASPHALT PATCH
(SIM.)
COAST GUARD PARKWAY
29.9
29.5
29.9
30.130.1 29.8
24.60± M.E. 4
CJ-204
CURB TRANSITION DETAIL
(SIM.)
F5 - TEMPORARY COMMITTAL SERVICE SHELTER;
REFER TO PRODUCT SCHEDULE (NOTE 1)
CP-301
WHEEL COVER
(TYP.)
5' -0
2'
-0
MIN.
5'-1"
MIN.
5'-1"
IP 3
CE-201
INLET PROTECTION
CS-301
DRAINAGE SWALE (FLOW DIRECTION)
29.5 GRADE ELEVATION
L-DETL-TTLB
L-DETL-PATT
L-DETL-DIM
L-DETL-ANNO
L-DETL-255
L-DETL-254
L-DETL-253
L-DETL-252
L-DETL-251
L-DETL-250
L-DETL-009
L-DETL-008
L-DETL-007
L-DETL-006
L-DETL-005
L-DETL-004
L-DETL-003
L-DETL-002
L-DETL-001
6'-0" (MIN.)
SWALE
SWALE SECTION
1" = 1'
EXISTING
GROUND
SWALE GRADE
ON PLAN
GRASS SOD
B. PLAN
1' -1
01 4"
2'-2"
1'-2"
LEGS
WHEEL COVER
WHEEL ASSEMBLY
91 2"
A. PLAN
WHEEL COVER
3/4" = 1'
NOTES:
1. PROVIDE (2) WHEEL COVER SIDEWALL RINGS AT EACH WHEEL. TURN UNUSED
RINGS OVER TO CEMETERY IN MFR'S ORIGINAL PACKAGING.
TIE-DOWN
0 10 20 40 60
LEGEND
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
GRAVESITE EXPANSION
SARASOTA NATIONAL CEMETERY
931-003, -004, -006
ACM LMR
October 14, 2021
100% Construction Documents - Issued for Construction
KEYKEY
TEMPORARY COMMITTAL
SERVICE SHELTER
CS-301
57A
PLAN
1" = 20'
ENLARGEMENT
1" = 10' 0 5 10 20 30
1. TEMPORARY COMMITTAL SERVICE SHELTER:
· HOLLAND SUPPLY INC., 800-527-8818
· CHAPEL TENT
· 14' x 20'
· POWDER COAT GREEN
· 14" HD CASTERS; (2) SWIVEL, (2) SWIVEL & LOCK
· TOW PACKAGE
· PROVIDE (1) WHEEL COVER PER WHEEL
2. WHEEL COVER, 4/CP-301
· POLETCTOR, 877-798-0900
· POLTECTOR 360
· 5.5" DIA. TOP OPENING
· ARCHITECTURAL BROWN; IF UNAVAILABLE, BLACK
· PROVIDE (1) EACH WHEEL
· ALTERNATE MFR: VESTIL, 260-665-7596; LPBP-2
3. TIE-DOWN: PROVIDE (1) ANCHOR & (1) STRAP PER WHEEL CONCEALED
UNDER WHEEL COVER, LOCATION AS APPROVED BY COR:
· CONCRETE D-RING ANCHOR; 2104560 BY DBI-SALA
· 60" X 1" MARINE GRADE NYLON STRAP W/ HD RUBBER COATED
S-HOOK W/ CAMBUCKLE; 2SBCAM BY STRAPS & BUCKLES
4. INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES
SHALL CONFORM TO ALL APPLICABLE STANDARDS AS MANDATED BY
THE STATE OF FLORIDA AND THE SPECIFICATIONS.
5. EXAMINE SITE PRIOR TO CONSTRUCTION WITH COR. LOCATE ALL
EXISTING IRRIGATION, UTILITY, AND OTHER COMPONENTS. PROTECT
FROM DAMAGE. REPAIR ANY DAMAGED DURING CONSTRUCTION TO
PRE-CONSTRUCTION OR BETTER CONDITION, AND RESET ANY SUCH
DISTURBED COMPONENTS TO FINISHED GRADE AS APPROVED BY COR.
6. MAINTAIN ALL EROSION AND SEDIMENT CONTROLS UNTIL COR DIRECTS
THEIR REMOVAL.
7. FINISH GRADE, AMEND SOIL, AND INSTALL SPECIFIED GRASS SOD IN ALL
DISTURBED AREAS PER 31 23 10, 32 90 00, AND LP-201 IN ALL
DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED. VERIFY
POSITIVE DRAINAGE.
NOTES
RJ
,OCN
H
EN
RY I. DIFRA
N E
E R
P R
O F
ESSIONAL ENG
I
LICENSE
FLORIDA
No. 71950
STATE OF
10/14/2021
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PRIME CONSULTANT
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CONSULTANTS
P2.2.1
P2
P2.2.3
P2.2.2
P2.1; P2.3
MATCHLINEMATCHLINE
CO
RTEGE LAN
E
POND 1D
x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
SECTON MONUMENTS LAYOUT TABLE
PLAN
SYMBOL
SECTION
I.D. (X = ) NORTHING EASTING
M.01 20 1057643.6996 532166.4959 M.02 20 1057550.4949 532023.0280 M.03 22 1057533.0028 532001.7200 M.04 22 1057473.0029 531937.9507 M.05 24 1057452.6231 531919.0363 M.06 24 1057392.0464 531864.7550 M.07 26 1057342.0989 531833.6050 M.08 26 1057267.1703 531792.2735 M.09 28 1057238.5398 531778.4884 M.10 28 1057135.5778 531736.2182 M.11 21 1057709.2249 532338.3114 M.12 21 1057670.8514 532271.0279 M.13 23 1057657.1055 532246.7182 M.14 23 1057574.6447 532104.5383 M.15 25 1057454.9474 531959.4329 M.16 25 1057343.8122 531869.5913 M.17 27 1057310.4233 531848.2384 M.18 27 1057197.2581 531791.0533 M.20 30 1057166.5483 531556.1157 M.21 30 1057388.9275 531605.7161
FOUNTAIN LAYOUT TABLE
PLAN
SYMBOL NORTHING EASTING
P2 1057850.7887 531650.2761 P2.2.2 1057949.4098 531695.4759 P2.2.3 1057747.8762 531723.4021 P2.2.1 1057828.8607 531420.4083
1. LAYOUT INFORMATION THIS TABLE IS
APPROXIMATE.
2. INSTALL MORING ANCHORS BELOW WATERLINE
PER MFR'S WRITTEN SPECIFICATIONS
COMMITTAL SERVICE SHELTER LAYOUT TABLE
PLAN
SYMBOL NORTHING EASTING
A.1 1057420.8072 531538.0738 A.2 1057520.4074 531539.8144
GRAVESITE CONTROL MARKER
LAYOUT TABLE
PLAN
SYMBOL NORTHING EASTING
20.01 1057570.3919 532006.9375
20.02 1057619.5228 531965.1504
20.03 1057668.6536 531923.3633
20.04 1057685.3780 531912.3953
20.05 1057596.7149 532047.0760
20.06 1057650.2329 532011.9786
20.07 1057703.7509 531976.8813
20.08 1057720.4753 531965.9133
20.09 1057631.8123 532100.5940
20.10 1057685.3303 532065.4966
20.11 1057738.8483 532030.3993
20.12 1057755.5727 532019.4313
20.13 1057666.9096 532154.1120
20.14 1057720.4276 532119.0146
20.15 1057773.9456 532083.9173
20.16 1057790.6700 532072.9493
21.01 1057602.5398 532450.5176
21.02 1057701.8385 532366.2574
21.03 1057646.2442 532397.9636
21.04 N/A N/A
21.05 1057672.1139 532314.1378
21.06 1057616.5197 532345.8440
21.07 1057560.9255 532377.5501
22.01 1057486.8069 531920.3924
22.02 1057530.5619 531873.6859
22.03 1057574.3169 531826.9793
22.04 1057615.3372 531783.1920
22.05 1057533.5134 531964.1474
22.06 1057577.2684 531917.4409
22.07 1057621.0234 531870.7343
22.08 1057651.1050 531838.6236
22.09 1057553.9476 531983.2902
22.10 1057603.5409 531942.0531
22.11 1057650.2150 531898.0812
22.12 1057672.0742 531874.7306
23.01 1057640.4078 532258.5436
23.02 1057584.8135 532290.2497
23.03 1057553.5418 532308.0844
23.04 1057608.7016 532202.9493
23.05 1057553.1074 532234.6555
23.06 1057521.8356 532252.4902
23.07 1057576.9876 532147.3414
23.08 1057521.3934 532179.0476
23.09 1057490.1216 532196.8823
23.10 1057557.1713 532112.5950
23.11 1057489.6872 532123.4533
23.12 1057458.4155 532141.2880
24.01 1057501.3056 531670.8853
24.02 1057402.1513 531841.0865
24.03 1057445.9063 531794.3800
24.04 1057480.9038 531739.4694
24.05 1057524.6588 531692.7628
24.06 1057440.1004 531876.6374
24.07 1057483.8554 531829.9309
24.08 1057527.6104 531783.2244
24.09 1057571.3654 531736.5178
25.01 1057426.5720 532035.2099
25.02 1057408.9978 532057.0077
25.03 1057445.5471 531973.4365
25.04 1057414.4073 531948.3305
25.05 1057374.2377 531998.1542
25.06 1057364.1953 532010.6101
25.07 1057364.5837 531908.1609
25.08 1057324.4140 531957.9845
25.09 1057301.8186 531986.0104
25.10 1057333.4439 531883.0548
25.11 1057296.3882 531935.3891
25.12 1057273.7928 531963.4149
26.01 1057306.5389 531789.2102
26.02 1057334.4295 531731.6071
26.03 1057362.3200 531674.0039
26.04 1057374.5221 531648.8026
26.05 1057356.9417 531813.6144
26.06 1057392.0326 531759.4976
26.07 1057419.9231 531701.8945
26.08 1057428.6389 531683.8935
27.01 1057302.5383 531863.0774
27.02 1057270.0341 531918.3538
27.03 1057251.9489 531954.0318
27.04 1057245.4534 531834.1410
27.05 1057216.5170 531891.2259
27.06 1057203.8574 531916.2006
27.07 1057188.3684 531805.2047
27.08 1057170.2832 531840.8827
28.01 1057144.5302 531710.7681
28.02 1057172.4207 531653.1650
28.03 1057196.7110 531593.8187
28.04 1057191.3327 531733.4291
28.05 1057219.2232 531675.8260
28.06 1057247.1137 531618.2229
28.07 1057261.0590 531589.4213
28.08 1057248.9358 531761.3197
28.09 1057276.8263 531703.7165
28.10 1057304.7169 531646.1134
28.11 1057313.4326 531628.1125
30.01 1057155.6081 531537.7942
30.02 1057137.9915 531501.3846
30.04 1057131.8328 531461.4087
30.04 1057195.7104 531525.3121
30.05 1057183.8228 531487.1194
30.06 1057171.9352 531448.9267
30.07 1057230.0839 531514.6133
30.08 1057229.6541 531472.8543
30.09 1057223.4953 531432.8784
30.10 1057236.4077 531514.3612
30.11 1057236.3902 531472.6000
30.12 1057242.1204 531432.5605
30.13 1057270.8938 531524.6913
30.14 1057282.3717 531486.3735
30.15 1057293.8495 531448.0556
30.16 1057305.3799 531535.0214
30.17 1057328.3531 531500.1469
30.18 1057345.5786 531463.5507
30.19 1057309.1350 531537.4989
30.20 1057332.1578 531502.6571
30.21 1057359.0249 531472.4221
30.22 1057336.0448 531569.7458
30.23 1057366.7561 531544.1174
30.24 1057397.4675 531518.4891
30.25 1057347.5775 531583.5659
30.26 1057420.5437 531561.7498
30.27 1057405.1987 531590.1845
SITE SIGN LAYOUT TABLE
PLAN
SYMBOL NORTHING EASTING
SC.1 1057711.1779 532362.5676
SC.2 1056815.1242 531988.6635
SD.1 1057796.8971 532342.7679
SD.2 1057697.8586 532318.3829
SD.3 1057146.3663 531742.5276
SD.4 1057066.7494 531749.5791
SD.5 1057152.6306 531615.4441
SM.1 1057672.9840 532515.8141
SM.2 1057672.8548 532669.8699
ST.1.1 1057676.4441 532214.4513
ST.1.2 1057676.4441 532190.4198
ST.1.3 1057471.0710 531663.4979
ST.1.4 1057460.6353 531642.9117
ST.1.5 1057603.3394 532500.1164
ST.1.6 1057611.2654 532477.4784
ST.1.7 1057185.5767 531786.3436
ST.1.8 1057163.0095 531777.8244
ST.2 1057440.2933 531615.2751
ST.3.1 1057357.0739 531833.9348
ST.3.2 1057093.8315 531714.9673
ST.4 1057416.1981 531603.5144
ST.5 1057387.5607 531630.7052
LAYOUT COORDINATE TABLES
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
POND 1D
LS-101
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
A M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FWS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
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AutoCAD SHX Text T
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AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
M .07
M.10
M.18
M .17
M .16
28.8
28.4
27.1
MATCHLINE
MATCHLINE
MATCHLINE
26.1
28.1
28.9
28.5
28.2
28.10
28.6
26.3
28.3
27.4
27.7
27.2
26.2
26.5
26.6
26.7
M.09
M.08
A-1
RB
RB
M
ATCHLINE
M
ATCHLINE
L2*
L2*
30 M.20
M.21
24.2
24.3
24.4
24.5
24.1
30.4
30.6
30.5
30.3
30.9
30.1
30.2
30.8
30.7
30.13
30.17
30.18
30.12
30.15
30.11
30.14
30.10
30.16
30.22 30.23
30.2430.21
30.26
30.27
30.19
30.25
30.20
ST.5
ST.6
ST.1.4
ST.1.3
ST.3.1
ST.4
SD.3
SD.5
ST.2
26.4
26.8
28.11
28.7
25.10
ST.1.8
ST.1.7
A-2
MATCHLINE
NAVY LOOP
NAVY LOOP
SPACE FORCE WAY
SPACE FORCE W
AY
SHELTER C ROAD
8'-0
8'-0"
10'-0"
(TYP.)
7'-6"
10'-0"
(TYP.)
R15'-0"
EQ
VI
F
2'-3"
EQ
VI
F
WETLAND 6
COMMITTAL SHELTER C & ADJACENT PAVING
REFER TO 1/A-101
5'-0"
5'-0"
4'-3" 5'-0"
6'-0"7' -6 x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
SECTIONS 26, 28, 30
LS-102
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
P M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FWS.7
AutoCAD SHX Text
FWS.6
AutoCAD SHX Text
FWS.8
AutoCAD SHX Text
FWS.9
AutoCAD SHX Text
FWS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
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
AutoCAD SHX Text T
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AutoCAD SHX Text T
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PRIME CONSULTANT
.7
M .0
M .0
M .03
M .06
M .15
22.1
.1
.4
.1
MATCHLINE
MATCHLINE
MATCHLINE
P
B
26.1
24.6
22.5
22.2
24.7
22.6
22.3
24.8
22.7
22.4
24.9
.1
.1
26.5
26.6
.1
.9
.1
.7
.5
.6
22.9
22.10
22.11 20 .3
.1
.2
M .05
M .04 23
M .1
M .1
M .1
M
ATCHLINE
M
ATCHLINE
24.2
24.3
24.4
24.5
24.1
ST.3.1
ST.1.1
ST.1.2
22.8
22.12
.1
.1
.8
.4
.1
25.3
MATCHLINE
NAVY LOOP
NAVY LOOP
SPACE FORCE W
AY
10'-0"
(TYP.)
10'-0"
M
AT
CH
EX
30'-0" MAX.SPACE EVENLY EACH ROAD
1' -0
(T
YP
AL
IG
N (T
YP
x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
SECTIONS 20, 22, 24
LS-103
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
A M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
GU
AutoCAD SHX Text
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FWS.3
AutoCAD SHX Text
FWS.5
AutoCAD SHX Text
FWS.4
AutoCAD SHX Text
FWS.2
AutoCAD SHX Text
FWS
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
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AutoCAD SHX Text F
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AutoCAD SHX Text I
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AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text U
AutoCAD SHX Text N
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PRIME CONSULTANT
SC.2
MATCHLINE
M
AT
CH
LI
N E
M
AT
CH
LI
N E
P
B
ST.3.2
SD.4
27.8
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MATCHLINE
M
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CH
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M
AT
CH
LIN
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LAYDOWN
HAUL ROUTE
10'-0"
(TYP.)
WETLAND 6
x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
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1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
NAVY LOOP TERMINUS
LS-104
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
A M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
UK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FWS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text O
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AutoCAD SHX Text A
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AutoCAD SHX Text
PRIME CONSULTANT
M .06
M .07
M.18
M .17
M .16
M .15
28.8
28.4
27.1
MATCHLINE
MATCHLINE
M
AT
CH
LI
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M
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M
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P
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26.1
28.9
27.4
27.7
27.2
27.5
25.7
25.8
25.4
25.5
26.2
26.5
25.1
M.09
M.08
M .05
M .04
24.2
ST.3.1
SD.3
25.2
25.6
25.9
25.10
25.11
25.12
27.3
27.6
27.8
25.3
ST.1.8
ST.1.7
NAVY LOOP
NAVY LOOP
EXISTING M
AINTENANCE TRAIL
10'-0"
(TYP.)
'-0
30'-0" MAX.
SPACE EVENLY EACH ROAD
1'-0"
(TYP.)
ALIGN
(TYP.)
x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
SECTIONS 25, 27
LS-105
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
A M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FWS.5
AutoCAD SHX Text
FWS.7
AutoCAD SHX Text
FWS.6
AutoCAD SHX Text
FWS.4
AutoCAD SHX Text
FWS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
AutoCAD SHX Text E
AutoCAD SHX Text T
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AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
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SC
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M .0
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M
ATCHLIN
E
M
ATCHLIN
E
MATCHLINE
MATCHLINE
.8
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M .1
M .1
M .1
M .1
F4
F4
F4
F4 F4
F4
F4
F4
ST.1.1
ST.1.2
SD
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SM.1
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ST.1.6
ST.1.5
NAVY LOOP
PATRIOT CIRCLE
PATRIOT CIRCLE
M
ATCHLIN
E
M
ATCHLIN
E
EXISTING M
AINTENANCE TRAIL
'-0
WETLAND 5B
10'-0"
30'-0" MAX.SPACE EVENLY EACH ROAD
1' -0
(T
YP
AL
IG
N (T
YP
'-0
(T
YP
x.#
XM.#
LS-302
CONCRETE PAVING - PEDESTRIAN
LS-302
CONTROL JOINT
LS-302
EXPANSION JOINT
LS-303
FLOWER WATERING STATION
LS-304
SM.x - MAP SIGN
LS-302
GRAVESITE CONTROL MARKER
LS-302
SECTION MONUMENT
LS-303
FOUNTAIN
LIMITS OF WORK
LS-302
REINFORCED TURF
REFER TO CJ-10X FOR LAYOUT
LS-304
SD.x - DIRECTION SIGN
L2*
P2
LS-302
DETECTABLE WARNING
*MULITPLE ADJACENT UNITS
x.#
MISCELLANEOUS LAYOUT POINT;
REFER TO LAYOUT TABLE, 1/LS-101
ROOT BARRIER;
REFER TO PRODUCT SCHEDULERB
LS-301
TREE PROTECTION FENCE
LS-303
FOUNTAIN CONTROLSP2.1
P2.2.x FOUNTAIN MOORING. REFER TO 5/LS-303
SITE PLAN
LOW
NOTES
SDx
INGROUND CREMAINS INTERMENT, 4'x4' OBSTRUCTED INTERMENT SPACE, 4'x4'
TRADITIONAL CASKETED DIRECT-BURY
INTERMENT, SIDE-BY-SIDE, 6'x10'
LS-301
PRIVACY FENCE
LS-301
CONSTRUCTION FENCE
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGN
CF
1. REFER TO LAYOUT TABLES, 1/LS-101, FOR GRAVESITE CONTROL
MARKERS, SECTION MONUMENTS, SITE SIGNS, AND FOUNTAIN
COMPONENTS.
2. REFER TO CJ-11x FOR FLOWER WATERING STATION LOCATIONS.
3. REFER TO CJ-10x FOR ALL VEHICULAR PAVEMENT & CURB LAYOUT.
EARLY TURNOVER AREA
LS-302
GRAVESITE CONTROL MARKER (SIM.)
ROADWAY MARKER
ST3.x, ST4
ST5, ST6
ST1.x, ST2
PRESET IRRIGATION SLEEVE; REFER TO LI-x PLANS
0 10 20 40 60
LEGEND
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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 DEVELOPMENT PLAN
SECTIONS 21, 23
LS-106
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i t e d e v e l p l a n d w g
A M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text
AutoCAD SHX Text P
AutoCAD SHX Text
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text W
AutoCAD SHX Text
FWS.2
AutoCAD SHX Text
FWS.1
AutoCAD SHX Text
FWS
AutoCAD SHX Text
FWS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text N
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AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text V
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AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
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AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
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
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
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PRIME CONSULTANT
LS-304
SM.x - MAP SIGN
LS-304
SD.x - DIRECTION SIGN
MISCELLANEOUS LAYOUT POINT;
FOUNTAIN MOORING. REFER TO 5/LS-303
SDx
SMx
LS-304
ST1.x & ST2 - TRAFFIC CONTROL SIGN
LS-304
ST3.x & ST4-ST6 - TRAFFIC CONTROL SIGNST3.x, ST4
ST5, ST6
ST1.x, ST2
LS-301
SC.2 SAFETY SIGN
LS-301
SC.1 CONSTRUCTION SIGN
SC.2
SC.1
GI-18A
SC
.1
ST.1.1
ST.1.2
SD.1
SD
.2
NAVY LOOP
PATRIOT CIRCLE
GI-17
YD-23
SM
.1 SM
.2
ST
.1
.6
ST
.1
.5
PATRIOT CIRCLE
30 ST.5
ST.6
ST.1.4
ST.1.3
ST
.3.
ST
.4
ST
.2 SHELTER C ROAD
ST
.3
.2
SD.3
SD.4
SD
.5
ST.1.8
ST.1.7
SHELTER C ROAD
NA
VY
LO
O
P
COLUMBARIA MAP
E
YOU ARE HERE DC
B
A A
A
A
B
B
B
B
A
G
G
H
H
E
E
E
E
G
G
G
G
F
G H Memorial Wall BMemorial Wall A
A
A
A
B
B
B
B
A
G
G
H
H
E
E
E
E
G
G
G
G
YOU ARE HERE
COLUMBARIA MAP
E
DC
B
G
A F
H Memorial Wall BMemorial Wall A
Committal Shelter C
Burial Sections 20-30
Columbaria A-H
Columbaria A-H
Exit
Burial Section 30
Committal Shelter C
Burial Section 30
Committal Shelter C
Exit
STOP
Exit
FRONT
STOP
Exit
STOP
Exit
AUTHORIZED
VEHICLES
ONLY
WRONG
WAY
Committal Shelter C
WRONG
WAY
BACK
SARASOTA NATIONAL CEMETERY
GRAVESITE EXPANSION
GENERAL CONTRACTOR:
PRIME A/E FIRM: WALKER FEDERAL SERVICES
VA OFFICE OF DESIGN & CONSTRUCTION SERVICES
AUTHORIZED
VEHICLES
ONLY
AUTHORIZED
VEHICLES
ONLY
AUTHORIZED
VEHICLES
ONLY
EARLY TURNOVER AREA
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg.
Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2021, Walker Federal Services, LLC
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
SIGNAGE PLAN
LS-201
0 10 20 40 60
ENLARGEMENT 1
1" = 10'3
ENLARGEMENT 3
1" = 10'
ENLARGEMENT 4
1" = 10' 2
ENLARGEMENT 2
1" = 10'
LEGEND
NOTES:
1. FOR SIGN LOCATIONS, REFER TO SITE SIGN LAYOUT
COORDINATES, 1/LS-101.
2. FLAG ALL SIGN POST LOCATIONS IN THE FIELD FOR
COR'S REVIEW & ADJUSTMENT PRIOR TO
INSTALLATION.
3. SC-2 IS LOCATED IN THE CONTRACTOR'S YARD. ADJUST
LOCATION AS APPROVED/DIRECTED BY COR.
KEYKEY
G
S a r a s o t a
N a t C e m C a d d o c s
L S
S i g n a g e p l a n d w g
P M
T D
S t d D W G
T o
P D F p c
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UK
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MA
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IRR
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IRR
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IRR
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IRR
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IRR
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IRR
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MA
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AutoCAD SHX Text 30.14
AutoCAD SHX Text 30.06
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IRR
AutoCAD SHX Text W
AutoCAD SHX Text 31.11
AutoCAD SHX Text 31.24
AutoCAD SHX Text 30.50
AutoCAD SHX Text 31.11
AutoCAD SHX Text 31.24
AutoCAD SHX Text 30.50
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
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PRIME CONSULTANT
12" LENGTH FLAGGING TAPE; 4'-0"
O.C.; 13
16" WIDE; FLUORESCENT
LIME GREEN.
5' -0
8'-0" MAX.
2' -0
2"
TREE PROTECTION SIGN PER
SPECIFICATION 015639; 25'-0" O.C. MAX.
2"x4" WELDED WIRE FABRIC, 12 GA.;
ATTACH TO POST W/ 3 4" WIRE
STAPLES @ 18" O.C.
2x4 WOOD OR 2#/FT.
GALVANIZED U-CHANNEL POST
TREE PROTECTION FENCE
1/2"=1'-0"
TREE
PROTECTION
AREA
NO ENTRY
FINES
IMPOSED
NOTES:
1. LOCATE FENCE AS INDICATED ON DRAWINGS. VERIFY NO FENCING IS 5' OR LESS FROM ANY TREE'S DRIPLINE.
2. FLAG IN FIELD FOR COR'S APPROVAL PRIOR TO INSTALLATION.
3. REFER TO 015639 FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION FENCE - TYPICAL
1/2"=1'-0"
1'-3"
MAX.
6' -0
" M
IN
3' -0
2'
-0
M
IN
. 1" 4"
NOTES:
1. AFFIX CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE
2. PROVIDE INTERMEDIATE RAIL & TRUSS ROD AT ALL TERMINAL POSTS AND POINTS OF DEFLECTION GREATER THAN 20°.
3. PROVIDE LOCKABLE GATES AT ACCESS POINTS. MATCH ADJACENT FENCING.
4. SECURE ENCLOSURE AS INDICATED AND DIRECTED BY COR.
5. REFER ALSO TO 01 00…
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