Sarasota Expansion Design Sh_020-034.pdf
PDF 22 MB Posted
- Solicitation number
- 36C78622B0025
About this file
This document provides details for a federal contract opportunity to expand the Sarasota National Cemetery in Florida. The solicitation number is 36C78622B0025 and seeks proposals for the Sarasota National Cemetery Expansion Project 931CM3004 to design and construct additional gravesites at the cemetery. The opportunity is an invitation for bid issued by the Department of Veterans Affairs National Cemetery Administration. Responses are due by January 15th, 2023, and the contract is expected to be awarded by March 1st, 2023. The selected contractor will be responsible for project management, site preparation, and construction services to add new sections for interring veterans and their eligible dependents at the Sarasota location.
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A
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Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
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© 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
0 50 100 200 300
DEMOLITION PLAN
CD-101
KK JWC
LEGEND
EXISTING CONTOURS
EXISTING FEATURES TO BE REMOVED
TREE PROTECTION FENCE (3/LS-301)
EXISTING WETLANDS
LIMITS OF WORK
XXXXXXXX
1. CONSTRUCT TREE PROTECTION FENCE WHERE
INDICATED, PER 3/LS-301 AND SPECIFICATIONS.
2. INSTALL EROSION CONTROL MEASURES.
3. PROCEED WITH DEMOLITION.
DEMOLITION SEQUENCING:
LOW
CF
CONSTRUCTION FENCING (4/LS-301)
2. CONTRACTOR MUST MAINTAIN A 35' AVERAGE SEPARATION
FROM JURISDICTIONAL WETLANDS. CONTACT THE COR FOR
APPROVAL PRIOR TO ANY WORK WITHIN THE BUFFER ZONE.
REMOVE 2 - 10" PALMS
REMOVE 1 - 18" RCP
& 2 - AREA INLETS
REMOVE 1 - 15" PALM
REMOVE 1 - 8" PALM
REMOVE 1 - 12" PALM
REMOVE 1 - 18" PALM
REMOVE CLUSTER
OF TREES
REMOVE 1 - 12" PALM
REMOVE 2 - 8" PALMS
REMOVE 1 - 15" PALM
REMOVE 1 - 10" OAK
REMOVE 1 - 15" TREE
REMOVE 1 - 28" OAK
REMOVE 1 - 8" OAK
REMOVE 1 - 15" PALM
REMOVE 1 - 10" PALM
SAW CUT PAVEMENT
& REMOVE END OF
ROAD MARKERS
REMOVE APPROX. 140 L.F.
OF EXISTING FENCE.
REMOVE & REPLACE
ASPHALT TURNAROUND
REMOVE 18 LF OF
EXISTING CURB
AND GUTTER
(REFER TO CJ-112)
REMOVE 30 LF OF
EXISTING CURB
AND GUTTER
(REFER TO CJ-101)
REMOVE
VEGETATION
REMOVE 18 LF OF
EXISTING CURB
AND GUTTER
(REFER TO CJ-112)
EXISTING POND
NORMAL POOL=24.80
COLUMBARIUM CAP
REPLACEMENT
(SEE REFER TO A-301)
SEE SHEET Li-401 FOR ALL
IRRIGATION DEMOLITION
EXISTING
WETLANDS
EXISTING
WETLANDS
EXISTING
WETLANDS
EXISTING
WETLANDS
EXISTING
WETLANDS
TPF
REMOVE EXISTING TREES
WETLANDS BUFFER
WETLANDS BUFFER
WETLANDS BUFFER
WETLANDS BUFFER
WETLANDS BUFFER
EXISTING POND
NORMAL POOL=±22.6
1. FOR PERMITTING REQUIREMENTS CONTACT THE SOUTHWEST
FLORIDA WATER MANAGEMENT DISTRICT.
NOTES:
FEMA FLOODPLAIN
FEMA FLOODPLAIN
REMOVE
VEGETATION
REMOVE APPROX. 62 L.F. OF EXISTING FENCE.
INSTALL 6"X8" TREATED POST TERMINAL POST
W/ 4" BASE POST TO SECURE REMAINING ENDS
OF WIRE
REMOVE 2 - 12" PINES
REMOVE 1 - 4" TREE
PROTECT TREES
TREE PROTECTION
REMOVE APPROX. 260 L.F. OF
GRAVEL MAINTENANCE ROAD
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A
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EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number
Checked Drawn
Location
Date
DRAWING NO.
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© 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
EROSION CONTROL PLAN 1
CE-101
KK DML
0 30 60 120 180
EXISTING POND
EROSION CONTROL/SEEDING NOTES
1. EROSION CONTROL IS TO MEET ALL APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODE STANDARDS.
2. TEMPORARY SEEDING: ALL AREAS DISTURBED WITH EXCEPTION OF PROPOSED STREET PAVEMENT BE SEEDED (COST SUBSIDIARY TO
PROJECT) AND FERTILIZED AS FOLLOWS UNLESS PERMANENT SEEDING CAN BE INSTALLED IMMEDIATELY AFTER CONSTRUCTION.:
- ANNUAL RYE @ 150 LBS./ACRE
- SLOW RELEASE @ 150 LBS./ACRE
3. IN THE EVENT THAT A PORTION OF THE SITE WILL REMAIN DISTURBED FOR MORE THAN 14 DAYS, INSTALL PERMANENT SEEDING. PERMANENT
SEEDING MIX AND RATE SHALL BE APPROVED BY PROJECT COR.
4. ALL AREAS SHALL BE FINE GRADED AND SURFACE SHALL BE FREE FROM STICKS, SMALL STONES, AND OTHER EXTRANEOUS MATERIALS.
5. CONTRACTOR SHALL PROVIDE EROSION PROTECTION THROUGHOUT PROJECT CONSTRUCTION. THE PLAN PROVIDED HERE IS FOR FINAL
PROTECTION, VARIOUS PHASES OF THIS PLAN SHALL BE IMPLEMENTED OR MODIFIED TO CONTROL EROSION. MODIFICATIONS OF THE PLAN
SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE.
6. SEEDING AREAS SHALL BE PREPARED FOR PLANTING WITH COMMON AGRICULTURAL TECHNIQUES. APPROVE WITH COR BEFORE PLANTING.
7. ALL SEED SHALL BE DISTRIBUTED WITH AN ACCEPTABLE DRILL INTENDED FOR SUCH OPERATIONS, OR OTHER EQUIPMENT APPROVED BY THE
OWNER'S REPRESENTATIVE. SEEDING DEPTH SHALL BE 1/4 OF AN INCH.
8. ALL SEEDED AREAS SHALL BE IMMEDIATELY MULCHED WITH PRAIRIE HAY AT 2 TONS/ACRE. ANCHOR MULCH BY CRIMPING INTO TOPSOIL WITH
SUITABLE MECHANICAL EQUIPMENT.
9. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND IMPLEMENTING ALL EROSION CONTROL..
10. IN ORDER TO PREVENT SILT OR SEDIMENT FROM ENTERING ADJACENT PROPERTIES, APPROPRIATE BMP'S SHALL BE IMPLEMENTED WITHIN
THE PROJECT.
11. ANY MUD TRACKED ONTO ADJACENT PAVED AREAS OR STREETS SHALL BE REMOVED AT THE END OF EACH WORK DAY.
12. PER THE REQUIREMENTS OF THE NOI/SWPPP, BMP INSPECTION REPORTS SHALL BE COMPLETED BY THE CONTRACTOR WEEKLY AND WITHIN
24 HOURS AFTER A
" RAIN. REPORTS SHALL BE KEPT WITH THE SWPPP ON SITE.
13. DO NOT REMOVE ANY EROSION AND SILTATION MEASURES PRIOR TO INSPECTOR'S AUTHORIZATION.
14. CONTRACTOR SHALL PROVIDE A SIGN ON CONSTRUCTION TRAILER WITH THE FOLLOWING INFORMATION:
A. CONTACT NAME AND INFORMATION
B. A COPY OF THE NOI
C. LOCATION OF SWPPP
LEGEND
PROP. CONTOUR
STORMWATER SEWER
CURB INLET PROTECTION
SILT BARRIER SEDIMENT LOGS
FLOW ARROW
LIMITS OF WORK
BACK OF CURB PROTECTION
TREE PROTECTION FENCE
LOW
EXISTING WETLANDS
TPF
EXISTING
WETLANDS
EXISTING
WETLANDS
WETLANDS BUFFER
CF
CONSTRUCTION FENCING (4/LS-301)
EXIST. CONTOUR
MATCHLINE - SHEET CE-102
WETLANDS BUFFER
WETLANDS
BUFFER
SHEET CE-103
EARLY TURNOVER AREA
FEMA
FLOODPLAIN
STABILIZED
CONSTRUCTION ENTRANCE
IP
AREA INLET PROTECTION
IP
IP
IP
IP
IP
IP
IP
IP
HAUL ROAD ROUTE
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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
0 30 60 120 180
EROSION CONTROL PLAN 2
CE-102
EXISTING
WETLAND
EXISTING
WETLAND
WETLANDS BUFFER
WETLANDS BUFFER
MATCHLINE - SHEET CE-101
POND EXPANSION
NP=±22.6
EXISTING POND
NP=±22.6
PROP. CONTOUR
STORMWATER SEWER
CURB INLET PROTECTION
SILT BARRIER SEDIMENT LOGS
FLOW ARROW
LIMITS OF WORK
BACK OF CURB PROTECTION
TREE PROTECTION FENCE
LOW
EXISTING WETLANDS
TPF
WETLANDS BUFFER
CF
CONSTRUCTION FENCING (4/LS-301)
EXIST. CONTOUR
EARLY TURNOVER AREA
STABILIZED
CONSTRUCTION ENTRANCE
IP
AREA INLET PROTECTION
HAUL ROAD ROUTE
LEGEND
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8"
8"
8"
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6"
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6"
6"
6"
6"
6"
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
0 30 60 120 180
EROSION CONTROL PLAN 3
CE-103
EXISTING WETLANDS
35' WETLANDS BUFFER
M A
TC
H
LIN
E
- S H
E E
T C E
-101
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
PROP. CONTOUR
STORMWATER SEWER
CURB INLET PROTECTION
SILT BARRIER SEDIMENT LOGS
FLOW ARROW
LIMITS OF WORK
BACK OF CURB PROTECTION
TREE PROTECTION FENCE
LOW
EXISTING WETLANDS
TPF
WETLANDS BUFFER
CF
CONSTRUCTION FENCING (4/LS-301)
EXIST. CONTOUR
EARLY TURNOVER AREA
STABILIZED
CONSTRUCTION ENTRANCE
IP
AREA INLET PROTECTION
HAUL ROAD ROUTE
LEGEND
IP
IP
IP
IP
IP
IP
IP
IP
EROSION CONTROL DETAILS
CE-201
TEMPORARY SEDIMENT
TRAP AT CURB INLET
STAKE DETAILS (NO TRENCH)
STABILIZED CONSTRUCTION ENTRANCE
SECTION A-A
SECTION A-A
SEDIMENT LOG INSTALLATION
BACK OF CURB PROTECTION DETAIL
DETAILS FOR CURLEX I OR II BLANKETS
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
SECTION A-A
STRAW BALE BARRIERS FOR AREA INLETS
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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
GRADING PLAN
KEY
CG-101
0 75 150 300 450
SHEET CG-111
EXISTING POND
FEMA FLOODPLAIN
EXISTING WETLANDS
EXISTING WETLANDS
EXISTING WETLANDS
EXISTING STOCKPILE
SECONDARY BORROW SOURCE
SHEET CG-112
SHEET CG-113
1. STRIP A MINIMUM 6-INCH LAYER OF TOPSOIL IN ALL
AREAS OF CUT AND FILL. STOCKPILE AND RE-SPREAD
SUFFICIENT TOPSOIL TO A MINIMUM DEPTH OF 6
INCHES IN ALL DISTURBED AREAS TO RECEIVE TURF
OR OTHER PLANTINGS.
2. CONTRACT DOCUMENTS REQUIRE REMOVAL AND
DISPOSAL OF ALL EXCESS OVERBURDEN, EXCAVATED
MATERIAL, DEBRIS, ETC. REMAINING UPON THE
COMPLETION OF CONSTRUCTION ACTIVITY. SOLELY AT
THE DIRECTION OF THE COR, GOOD QUALITY EXCESS
SOIL MAY BE STOCKPILED ON SITE FOR FUTURE USE.
COR' WRITTEN APPROVAL IS REQUIRED NOT LESS THAN
30 DAYS PRIOR TO STOCKPILING. COMPLY WITH ALL
APPLICABLE STORMWATER AND EROSION & SEDIMENT
CONTROL REQUIREMENTS.
3. FINISHED GRADES INDICATES THE SURFACE
ELEVATION AFTER THE LAYER OF TOPSOIL AND PAVING
HAVE BEEN PLACED.
4. THIS IS DESIGN GRADING. CONTOUR ALL GRADES
SMOOTHLY WITH GENTLE ROUNDING/SHAPING OF ALL
AFFECTED LAND SURFACES. ABRUPT TRANSITIONS AT
THE TOP OF SLOPES WHERE PROPOSED GRADES MEET
EXISTING ARE NOT ACCEPTABLE. SURVEY STAKES ARE
FOR GENERAL GRADING PURPOSES ONLY. NOT ALL
SLOPES ARE CONSTANT. REFER TO THE GRADING
PLANS FOR FINAL GRADE SHAPING. ENSURE POSITIVE
DRAINAGE IN ALL AREAS. THE GRADING SHALL BE
APPROVED BY THE COR PRIOR TO THE ADDITION OF
THE TOPSOIL LAYER.
5. SCARIFYING OVER UTILITY LINES MAY BE ELIMINATED,
IF IN THE OPINION OF THE ENGINEER, A HAZARDOUS
SITUATION EXISTS.
6. PROVIDE AN INDEPENDENT TESTING AND INSPECTION
LABORATORY TO PERFORM ALL COMPACTION TESTS.
REFER TO GEOTECHNICAL REPORT FOR REQUIRED
FREQUENCY OF TESTING. PERFORM A SUFFICIENT
NUMBER OF TESTS TO ENSURE THAT BACKFILLED
AREAS MEET ESTABLISHED REQUIREMENTS. IF THE
TEST RESULTS DO NOT MEET SUCH REQUIREMENTS,
REWORK THE AREAS IN QUESTION AND RETEST. ANY
REQUIRED REWORKING AND RETESTING SHALL BE AT
THE CONTRACTOR'S EXPENSE. THE INDEPENDENT
TESTING AND INSPECTION LABORATORY SHALL SUBMIT
THE TEST RESULTS IN WRITING TO THE COR AS SOON
AS PRACTICAL.
7. DO NOT USE FROZEN MATERIAL FOR FILL MATERIAL.
SUSPEND GRADING OPERATIONS IF FROZEN
EXCAVATION OR A BLANKET OF FROST IS
ENCOUNTERED.
8. REFER TO SPEC SECTION 31 23 19 FOR DEWATERING
GRADING NOTES:
SHEET CG-114 SHEET CG-115
SHEET CG-117SHEET CG-116
EXISTING WETLANDS
FFE=30.13
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HP 29.27
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29.51
HP 29.80
30.07
30.07
30.07
30.07
30.45
HP 31.20
31.95
29.83
29.83
29.32
29.10
32.20
HP 30.05
32.33
29.83
29.49
HP 30.64
29.06
29.78
29.11
29.61
HP 29.95
29.53
28.75
28.67
HP 33.82
HP 31.98
28.60
29.05
FL=28.31
FL=28.39
28.90
28.48
28.50
29.01
28.42
0 15 30 60 90
N
A
V
Y
O
P
4:1 BACKSLOPE
(TYP.)
MATCHLINE - SHEET CG-113
M A
TC
H
LIN
E
- S H
E E
T C G
-112
4:1 BACKSLOPE
(TYP.)
S
H
E
L
T
E
R
H
O
N
O
R
COMMITTAL SERVICE SHELTER
SEE SHEET A-101.
SECTION 22
SECTION 24
SEC. 25
PROPOSED STORM SEWER.
LINE 1. SEE SHEET CS-101.
GRADING PLAN 1
SECTIONS 20, 22, 24
& CSS AREA
CG-111
G
U
A
R
D
R
O
A
D
PROPOSED STORM SEWER.
LINE 2. SEE SHEET CS-103.
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
S
P
A
E
R
W
A
Y
SECTION 20
SEC. 23
R
A
D
PROPOSED STORM SEWER.
LINE 1. SEE SHEET CS-102.
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
HP
FL
G
S a r a s o t a
N a t C e m D e l i v e r a b l e s Z c a d d f i l e s
C G
G R A D I N G
P L A N
S E C T I O N S
C S S
A R E A d w g
P M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
MA
AutoCAD SHX Text
AutoCAD SHX Text
MA
AutoCAD SHX Text
MA
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
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 15+00
AutoCAD SHX Text 16+00
AutoCAD SHX Text 17+00
AutoCAD SHX Text 10+00
AutoCAD SHX Text 10+35
AutoCAD SHX Text 10+00
AutoCAD SHX Text 11+00
AutoCAD SHX Text 11+58
AutoCAD SHX Text 17+00
AutoCAD SHX Text 18+00
AutoCAD SHX Text 18+00
AutoCAD SHX Text 19+00
AutoCAD SHX Text 20+00
AutoCAD SHX Text 21+00
AutoCAD SHX Text
EXISTING POND NP=24.80
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
AutoCAD SHX Text
28.55
28.74
28.82
29.11
29.02
29.48
30.26
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOW
L
O
W
L
O
W
C
F
C
F
C F
C F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C F
C F
C F
C
F
C
F
C
F
CF
C F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C F
CF
C
F
C
F
C F
C F
C F
L O
W
CF
C F
C F
C F
C F
CF
C F
C F
C F
C F
HP 32.88
0 15 30 60 90
TOP:28.29
FL:27.92
MATCH EXISTING
CURB & GUTTER
M A
TC
H
LIN
E
- S H
E E
T C G
-111
TOP:28.29
FL:27.92
MATCH EXISTING
CURB & GUTTER
4:1 BACKSLOPE
(TYP.)
SECTION 23
EXISTING
WETLANDS
EXISTING STORM
SEWER
GRADING PLAN 2
SECTIONS 21, 23
& COLUMBARIUM AREA
CG-112
N
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
SECTION 21
(ETO)
EXISTING STORM SEWER
EXISTING STORM
SEWER
ETO AREA
P
A
T
R
I
I R
RIM=30.70
RIM=31.93
RIM=31.36
RIM=30.70
RIM=31.64
RIM=31.64
RIM=30.70
RIM=31.31
RIM=30.30
SEE SHEETS CG-118-CG-119 FOR
DETAILED COLUMARIUM GRADING
RIM=30.70
RIM=31.62
RIM=31.60
RIM=30.70
RIM=30.30
RIM=31.45
RIM=31.42
RIM=31.61
RIM=30.70
EXISTING STORM
SEWER
EXISTING STORM
SEWER
N
A
O
P
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
HP
FL
T
P
F
T P
F
T P
F
T P
F
T
P
F
T
P
F
T P
F
T P
F
L O
W
L O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOW
LOW
LOW
LOW
L O
W
L O
W
L
O
W
L
O
W
L O
W
LOW
L
O
W
L
O
W
28.17
27.90
27.40
27.22
27.70
HP 28.08
FL 27.13
26.37
26.17
26.67
FL 28.01
28.11
28.45
28.30
26.74
26.90
FL 27.37
28.65
28.29
FL 25.72
FL 25.55
FL 25.28
FL 26.89
FL 25.98
FL 25.22
FL 27.49
FL 27.55
FL 27.55
FL 27.70
FL 27.88
27.50
FL 27.50
23.50
24.50
24.50
PROP. SWS
FL=21.50
PROP. SWS
FL=22.50
IN8
GRATE TOP=27.4
IN9
GRATE TOP=27.4
IN6
GRATE TOP=25.0
IN7
GRATE TOP=25.1
MH3
RIM TOP=28.2
ES2
PROP. SWS
FL=22.00
ES5
PROP. SWS
FL=21.42
ES3
PROP. SWS
FL=20.99
ES4
PROP. SWS
FL=21.29
IN2
GRATE TOP=26.7
27.77
28.58
HP 29.42
28.50
30.94
HP 31.60
27.17
27.54
HP 32.53
2%
IN1
GRATE TOP=27.3
FL 27.16
HP 30.46
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
0 15 30 60 90
MATCHLINE - SHEET CG-111
4:1 BACKSLOPE
(TYP.)
4:1 BACKSLOPE
(TYP.)
4:1 BACKSLOPE
(TYP.)
PROPOSED
STORM SEWER
LINE 3. SEE
SHEET CS-103.
PROPOSED
STORM SEWER
LINE 4. SEE
SHEET CS-104.
S
H
E
L
T
E
R
N
A
O
P
EXISTING
WETLAND
SECTION 28
SECTION 27
4:1 BACKSLOPE
PROPOSED STORM SEWER
LINE 1. SEE SHEET CS-102.
GRADING PLAN 3
SECTIONS 25, 26, 27, 28, 30
CG-113
4:1 BACKSLOPE
(TYP.)
SWALE. 4:1 SIDE SLOPE. 14'
WIDE FLAT BOTTOM.
INSTALL 40 LF OF 12"
PVC DRAIN LINE
W/ 3.5 S.Y. OF RIP RAP
PER FDOT STD ON
BOTH ENDS
SECTION 30
PROPOSED
STORM SEWER
LINE 5. SEE
SHEET CS-105.
S
P
A
R
W
A
R
A
D
35' WETLANDS
BUFFER
MATCHLINE - SHEET CG-114
SECTION 25
SECTION 26
FEMA FLOODPLAIN
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
29.34
28.45
28.45
C F
C F
C F
C F
C F
C F
C F
C F
C F
L
O
W
L
O
W
L
O
W
L O
W
L O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
28.45
0 30 60 120 180
GRADING PLAN 4
HAUL ROAD SOUTH
CG-114
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
EXISTING
WETLAND
EXISTING
WETLAND
35' WETLANDS BUFFER
MATCHLINE - SHEET CG-113
M A
TC
H
LIN
E
- S H
E E
T C G
-115
MATCHLINE - SHEET CG-116
HAUL ROAD
CONTRACTOR'S TRAILER,
PARKING, LAYDOWN, STORAGE
FEMA FLOODPLAIN
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
W
L
O
W
L O
W
LOW
LOW
LOW
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
L O
W
L O
W
L O
W
L
O
W
LOW
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
0 30 60 120 180
GRADING PLAN 5
STOCKPILE BORROW
CG-115
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
EXISTING
WETLAND
WETLANDS BUFFER
M A
TC
H
LIN
E
- S H
E E
T C G
-114
MATCHLINE - SHEET CG-117
HAUL ROAD
EDGE OF WATER
EXISTING POND
NP=±22.6
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
LOW
L
O
W
L
O
W
LOW
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
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
0 30 60 120 180
GRADING PLAN 6
HAUL ROAD SOUTH
CG-116
EXISTING
WETLAND
EXISTING
WETLAND
WETLANDS BUFFER
MATCHLINE - SHEET CG-114
M A
TC
H
LIN
E
- S H
E E
T C G
-117
WETLANDS BUFFER
HAUL ROAD
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
W
L
O
W
L
O
W
L O
W
L
O
W
LO
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
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
0 30 60 120 180
GRADING PLAN 7
POND EXPANSION
CG-117
SECTION 1
EXCAVATION AREA EXPANSION
E X
I S
T I N
G
W E
T L
A N
D
EXISTING
WETLAND
WETLANDS BUFFER
35' WETLANDS
BUFFER
MATCHLINE - SHEET CG-115
M A
TC
H
LIN
E
- S H
E E
T C G
-116
POND EXPANSION
NP=±22.5
EXISTING POND
NP=22.6
EARTHWORK QUANTITIES
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
HP
FL
LIMITS OF POND EXPANSION
LIMITS OF POND EXPANSION
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C F
C F
C F
C F
C F
C F
C F
C F
C F
C F
C
F
C
F
C
F
C
F
C
F
C
F
C F
C F
C F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
CF CF
C F
C
F
12"
14"
16"
6"
6"
EX=31.79
EX=31.85
31.85
31.85
31.69
31.69
31.86
31.86
31.70
31.70
31.51
31.51
31.34
31.34
31.46
31.46
31.66
31.66
31.85
31.85
31.84
31.84
31.73
31.73
31.62
31.62
31.53
31.53
31.36
31.36
31.46
31.46
31.63 31.63
31.63
31.63
31.46
31.46
31.31
31.31
31.47
31.47
EX=31.73
EX=31.13
EX=31.08
EX=31.10
EX=31.11
EX=31.79
EX=31.99
EX=31.68
EX=31.73
EX=31.77
EX=31.97
31.48
31.59
31.93
31.40
31.62
31.50
31.90
31.81
31.85
31.90
31.96
31.98
31.79
31.85
.0
31.92
31.54
31.67
RIM=30.30
RIM=31.31
RIM=30.70
RIM=31.64
RIM=31.64
RIM=30.70
RIM=31.36
RIM=31.93
RIM=30.70
0 5 10 20 30
GRADING PLAN 8
COLUMBARIUM AREA 1
CG-118
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
R
EXISTING STORM
SEWER
SECTION 21
(ETO)
T F
.8
T
F
T
F
T
F
T
F
T
F
T
F
T
F
T
F
T
F
N
A
O
P
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C F
C F
C F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C F
C F
C F
C F
C F
C F
C F
C F
C F
SM
.2
CF
C
F
31.80
31.80
31.80
31.80
31.63
31.63
31.64
31.64
31.72
31.72
31.62
31.62
31.62
31.62
31.45
31.45
31.47
31.47
31.57
31.57
31.67
31.67
31.77
31.77
31.61
31.61
31.51
31.51
31.41
31.41
31.31
31.31
31.29
31.29
31.49
31.49
31.69
31.69
31.70
31.70
EX=31.92
EX=31.91
EX=31.82
EX=31.76
EX=31.50
EX=31.58
EX=31.05
EX=31.04
EX=31.20
EX=31.18
EX=31.85
EX=32.02
EX=32.10
.6
31.57
31.61
31.80
31.77
31.71
31.80
31.60
31.30
31.78
31.61
31.89
31.86
31.80
31.80
RIM=30.70
RIM=31.61
RIM=31.42
RIM=31.62
RIM=30.70
RIM=30.70
RIM=31.60
RIM=31.45
RIM=30.30
.6
31.67
0 5 10 20 30
GRADING PLAN 9
COLUMBARIUM AREA 2
CG-119
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
N
A
O
P
P
A
T
R
I
R
EXISTING STORM
SEWER
T F
.1
T
F
T
F
T
F
T
F
T
F
T
F
T
F
T
F
T
F
CONSTRUCTION FENCE
CF
PROP. CONTOUR
SPOT ELEVATION
FLOW ARROW
LIMITS OF WORK
LOW
EXISTING WETLANDS
WETLANDS BUFFER
EXIST. CONTOUR
EARLY TURNOVER AREA
HAUL ROAD ROUTE
LEGEND
15.00
REINFORCED TURF
(SEE SHT 6/LS-302)
HIGHPOINT ELEVATION
FLOWLINE ELEVATION
| Sheets and Views |
| CD-101 DEMOLITION PLAN |
| 11x17 |
| PLT |
| Sheets and Views |
| CE-101 EROSION CONTROL PLAN 1 |
| 11x17 |
| PLT |
| Sheets and Views |
| CE-102 EROSION CONTROL PLAN 2 |
| 11x17 |
| PLT |
| Sheets and Views |
| CE-103 EROSION CONTROL PLAN 3 |
| 11x17 |
| PLT |
| Sheets and Views |
| CE-201 EROSION CONTROL DETAILS |
| 11x17 |
| PLT |
| Sheets and Views |
| OVERALL GRADING MAP |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-112 GRADING PLAN 2 - SECTIONS 21, 23 & COLUMBARIUM AREA |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-113 GRADING PLAN 3 - SECTIONS 25, 26, 27, 28, 30 |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-114 GRADING PLAN 4 - HAUL ROAD SOUTH |
| 11x17 |
| PLT |
| Sheets and Views |
| Plan |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-116 GRADING PLAN 6 - HAUL ROAD SOUTH |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-117 GRADING PLAN 7 - POND EXPANSION |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-118 GRADING PLAN 8 - COLUMBARIUM AREA 1 |
| 11x17 |
| PLT |
| Sheets and Views |
| CG-119 GRADING PLAN 9 - COLUMBARIUM AREA 2 |
| 11x17 |
| PLT |
File details come from the government source that posted it. Updated .