S02 ATTACH VA 852-042 - JBNC SS Phase 1 Drawings - Part 3.pdf
PDF 20 MB Posted
- Attached to
- Jefferson Barracks National Cemetery, Sylvan Springs, Phase 1 Development Federal contract opportunity
- Solicitation number
- 36C10F25R0006
About this file
These documents are design and engineering plans for the Sylvan Springs Development project at Jefferson Barracks National Cemetery in St. Louis, Missouri. The project, managed by the U.S. Department of Veterans Affairs Office of Construction and Facilities Management, involves developing a new section of the national cemetery with multiple key infrastructure components. The site plans detail the layout for Columbarium E (a memorial structure with niches for cremated remains), a maintenance area, a gravesite locator building, a committal service shelter, an entry feature, and associated roadways and landscaping. The design includes precise grading, drainage, and erosion control plans, with a total project area of 39.78 acres and 39.20 acres of disturbed land. The project is scheduled for construction, with bid documents dated November 18, 2024, and an anticipated construction start date of July 8, 2025.
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FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
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John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
MATCHLINE - SEE SHEET GC111
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN - 4
GC114
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
1. SEE NOTES ON GC101.
GENERAL NOTES
971773.169 878598.585
971640.880 879281.234
FWS-4
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 5' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 5' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
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LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
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SECTION MARKER
FLOWER WATERING STATION
PW JM
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15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
A D
A
R O
A D
A
ROAD A
R O
A D
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
R O
AD
D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
MATCHLINE - SEE SHEET GC112
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN -5
GC115
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
SECTION
1. SEE NOTES ON GC101.
GENERAL NOTES
1 2
SEE SHEET GC405 FOR ENLARGED PLAN OF
MAINTENANCE AREA
971622.476 879513.401
971610.766 879831.236
971625.199
879850.804 971624.620
879918.578 971601.289
880174.288 971592.776
880224.319
FWS -5
FWS-11
971784.05 880152.49
EARLY TURNOVER AREA
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 5' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 5' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
CS501
CS501
CS501
CS501
LS503
CS501
LC524
LS512
F2
LS512
F7
CS501
CS501
CS505
CS506
CS507
CS507
LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
GRAVESITE GRID MONUMENT
SECTION MARKER
EARLY TURN OVER AREA
FLOWER WATERING STATION
971612.033 879910.354
971608.291 880104.537
PW JM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
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AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
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FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
203-07
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SHERIDAN RD
R O
A D
A
JEFFERSON BLVD
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214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
A D
A
R O
A D
A
ROAD A
R O
A D
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
R O
AD
D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
MATCHLINE - SEE SHEET GC113
MA
TC
HL
IN
E
- S
EE
S
HE
ET
G C1
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN-6
GC116
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
SECTION
SECTION
18 18
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC402 FOR ENLARGED PLAN OF
ENTRY FEATURE
START 5' HT. VINYL COATED
CHAIN LINK FENCE AND
CONCRETE MOWING STRIP
971586.651 880291.061
971585.905 880338.900
971590.119 880337.901
971613.159 880400.542
971611.305 880474.887
971608.797 880478.619
971613.772 880596.316
971639.283 880622.079
LIMIT OF MAIN
ENTRANCE TREATMENT
END 5' HT. VINYL COATED
CHAIN LINK FENCE AND
CONCRETE MOWING STRIP
FWS-12
EARLY TURNOVER AREA
#KEY NOTES
1. MOUNTABLE CURB
2. ASPHALT ROAD PAVING
3. GRAVEL SERVICE ACCESS DRIVE
4. CONCRETE WALK PAVING
5. FLOWER WATERING STATION
6. GRAVESITE LOCATOR BUILDING - SEE SHEET GC404
7. MAINTENANCE COMPLEX - SEE SHEET CG405
8. MAINTENANCE YARD CONCRETE PAVING
9. MAIN ENTRANCE FEATURE - SEE SHEET GC402
10. 5' HT. PERIMETER FENCING/ CONC. MOW STRIP
11. DOUBLE COLUMBARIUM NICHES - SEE SHEET GC401
12. CSS PRIVACY WALLS
13. ACCESSIBLE RAMP
14. GRAVESITE GRID MONUMENT
15. ACCESSIBLE VAN PARKING SPACE
16. 8' HT CHAIN LINK FENCING
17. CANTILEVERED SLIDING GATE
18. SECTION MARKERS (SEE SHEETS CS411-CS418)
19. STEEL BOLLARD
20. 5' HT. VINYL COATED C.L. GATE (DOUBLE SWING)
#KEY NOTES
CS501
CS501
CS501
CS501
LS503
CS501
LC524
LS512
F2
LS512
F7
CS501
CS501
CS505
CS506
CS507
CS507
LC540
LEGEND
CHAIN LINK FENCExxxx
PROPERTY LINE
GRAVESITE GRID MONUMENT
SECTION MARKER
EARLY TURN OVER AREA
FLOWER WATERING STATION
PW JM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
451451
451451
Sidewalk:Drains to Columb Deck
172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
B1
B1
B1
B1
B1
B1
B1
B1
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
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230-06
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204-01
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208A-05
208A-04
208A-03
208A-02
208A-01
208-17
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208-08
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208-02 208-01
209-01
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210-32
211-23
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12-26
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212-02
212-01
213-35
213-34
213-33
213-32
213-31
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213-27
213-26
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214-15
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214-25
215-01
215-02
215-03
215-04
215-05
215-06
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215-08
215-09
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6-
6-
6-
6-
6-
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6-
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6-
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6-
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6-
6-
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218-08
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9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
A D
A
R O
A D
A
ROAD A
R O
A D
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
R O
AD
D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
0'
1"=30'-0"
20'10' 40'30' 50' 60'
KEY MAP
ENLARGED SITE PLAN - 7
GC117
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC400 FOR ENLARGED PLAN OF
COLUMBARIUM E
EXISTING COLUMBARIUM D
G
EN
TR
Y
R O
AD
MIRAVALLE DRIVE
BURIAL SECTION T
TR
U
M A
N D
R
IV
E
MIRAVALLE DRIVE
LEGEND
FLOWER WATERING STATION
BENCH
PW JM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
B1
B1
B1
B1
B1
B1
B1
B1
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
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203-12
203-13
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203-17
204-01
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206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
15" HACKBERRY
15" HACKBERRY
SHERIDAN RD
SHERIDAN RD R
O
A D
A
R O
A D
A
ROAD A
R O
A D
B
R O
AD
B
ROAD A
R O
AD
C
ROAD A
ROAD A
ROAD A
ROAD A
JEFFERSON BLVD
451451
451451
R O
AD
D
R O
AD
C
FFE: 478.81
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
Sidewalk:Drains to Columb Deck172.14 SF
8" SILVER MAPLE THREE TREE CLUSTER
15" HACKBERRY
26" WHITE OAK
34" WHITE OAK
FL
SIGN9
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
20'0
1"=20'-0"
40'10'5'
KEY MAP
ENLARGED SITE PLAN - 8
GC118
GC117
GC118
GC114 GC115 GC116
GC111 GC112 GC113
1. SEE NOTES ON GC101.
GENERAL NOTES
SEE SHEET GC403 FOR ENLARGED PLAN OF
NEW COMMITTAL SERVICE SHELTER #4
LEGEND
EXISTING TREE LINE
TR
U
M
AN
D R
IV
E
SECTION RR
SECTION 1P
SECTION 1-O
PW JM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text B.H.
LP1
LP2
LP3
LP4
LP5
LP6
LP7
LP8
LP9
LP10
LP11
LP12
LP13
LP14
LP15
LP16
LP17
LP18
LP19
LP20
10.00'
TYP.
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
8.00'
TYP.
3.00'
TYP.
8.00'
TYP.
.40'
.25'
.25'
.25'
.56'
.25'
.56'
.25'
.72'
.25'
5.00'
5.00'
5.00'
5.00'
5.00'
5.00'
66.13' 11 EQ. PANELS
3.00'
TYP.
7.83'
TYP.
5.00'
TYP.
±17.00'
TYP.
14.00' 8.00'
20.00' 8.00'
20.00' 8.00'
20.00' 8.00'
20.00' 8.00'
14.00'
.25'
CONCRETE PAVEMENT,
LIGHT DUTY TYP.
BENCH, SEE SITE
FURNISHING PLANS, TYP.
COLUMBARIUM WALL, TYP.
EXPANSION
JOINT, TYP.
CONTROL
JOINT, TYP.
DECORATIVE GRAVEL STRIP, TYP.
3.50'
3.50'
LAYOUT
LINE, TYP.
LAYOUT
POINT, TYP.
±28.46' 4 EQ
. PANELS
5 EQ
. PANELS
5 EQ
. PANELS
9.60' 6.39'
9 EQ. PANELS
9 EQ. PANELS
8 EQ. PANELS
8 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
7 EQ. PANELS
6 EQ. PANELS
45.66' 8 EQ. PANELS
LC501
LC521
LC524
FLOWER WATERING STATION, SEE
SITE FURNISHING PLANS, TYP.
AREA DRAIN, SEE COLUMBARIUM
GRADING AND DRAINAGE PLANS,
TYP.
LC524
CONTROL
JOINT, TYP.
LC524
EXPANSION
JOINT, TYP.
LC524
HANDRAIL BOTH SIDES OF
RAMP
FLOWER WATERING
STATION
LS503
LS503
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
LC524
CURB RAMP WITH
TACTILE WARNING
STRIP, TYP.
LC524
LC524
LS503
THICKENED
CONCRETE EDGE,
TYP.
LC524
EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ EJ
EJ
EJ
EJ
EJEJ
EJ
EJEJ
EJ
EJEJ
EJ
EJ
EJ EJ EJ
EJEJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
G
EN
TR
Y
RO
AD
SEE DETAIL 1, LC501 FOR
DISTANCE BETWEEN WALL
LAYOUT POINT AND FACE OF
FOUNDATION
Wall Layout Table
Point Number
LP1
LP2
LP3
LP4
LP5
LP6
LP7
LP8
LP9
LP10
LP11
LP12
LP13
LP14
LP15
LP16
LP17
LP18
LP19
LP20
Northing
970361.0468
970367.1029
970347.9563
970354.0160
970333.5213
970339.1819
970320.4346
970326.0950
970306.0372
970311.2718
970292.9505
970298.1961
970278.5225
970283.3731
970265.4526
970270.2865
970251.0258
970255.4630
970237.9391
970242.3652
Easting
879791.3085
879866.5361
879803.2290
879878.4541
879798.3811
879868.7811
879810.3013
879880.6991
879805.9206
879871.0230
879817.8408
879882.9423
879813.1491
879873.2685
879825.0680
879885.1864
879820.5329
879875.5104
879832.4531
879887.4315
451451
451451
201-10
201-01
201-02
201-03
201-04
201-05
201-06
201-07
201-08
201-09
201-11
201-12
201-13
202-01
202-02
202-03
202-04
202-05
202-06
202-07
202-08
202-09
202-10
202-11
202-12
202-13
202-14
202-15
202-16
203-01
203-02
203-03
203-04
203-05
230-06
203-07
203-08
203-09
203-10
203-11
203-12
203-13
203-14
203-15
203-16
203-17
204-01
204-02
204-03
204-04
204-05
204-06
204-07
204-08
204-09
204-10
204-11
204-12
204-13
204-14
204-15
205-01
205-02
205-03
205-04
205-05
205-06
205-07
205-08
205-09
205-10
205-11
205-12
205-13
205-14
205-15
205-16
205-17
205-18
205-19
205-20
205-21
205-22
205-23
205-24
205-25
206-01
206-02
206-03
206-04
206-05
206-06
206-07
206-08
206-09
206-10
206-11
206-12
206-13
206-14
206-15
206-16
206-17
206-18
206-19
206-20
206-21
206-22
206-23
206-24
206-25
206-26
206-27
206-28
207-01
207-02
207-03
207-04
207-05
207-06
207-07
207-08
207-09
207-10
207-11
207-12
207-13
207-14
207-15
207-16
207-17
207-18
208A-05
208A-04
208A-03
208A-02
208A-01
208-17
208-16
208-15
208-14
208-13
208-12
208-11
208-10
208-09
208-08
208-07
208-06
208-05
208-04
208-03
208-02 208-01
209-01
209-02
209-03
209-04
209-05
209-06
209-07
209-08
209-09
209-10
209-11
209-12
209-13
209-14
209-15
209-16
209-17
209-18
209-19
209-20
209-21
209-22
209-23
210-01
210-02
210-03
210-04
210-05
210-06
210-07
210-08
210-09
210-10
210-11
210-12
210-13
210-14
210-15
210-16
210-17
210-18
210-19
210-20
210-21
210-22
210-23
210-24
210-25
210-26
210-27
210-28
210-29
210-30
210-31
210-32
211-23
211-22
211-21
211-20
211-19
211-18
211-17
211-16
211-15
211-14
211-13
211-12
211-11
211-10
211-09
211-08
211-07
211-06
211-05
211-04
211-03
211-02
211-01
12-26
212-25
212-24
212-23
212-21
212-22
212-20
212-19
212-18
212-17
212-16
212-15
212-14
212-13
212-12
212-11
212-10
212-09
212-08
212-07
212-06
212-05
212-04
212-03
212-02
212-01
213-35
213-34
213-33
213-32
213-31
213-30
213-29
213-28
213-27
213-26
213-25
213-24
213-23
213-22
213-21
213-20
213-19
213-18
213-17
213-16
213-15
213-14
213-13
213-12
213-11
213-10
213-09
213-08
213-07
213-06
213-05
213-04
213-03
213-02
213-01
214-01
214-02
214-04
214-05
214-06
214-07
214-08
214-09
214-10
214-11
214-12
214-13
214-14
214-15
214-16
214-17
214-18
214-19
214-20
214-21
214-22
214-23
214-24
214-25
215-01
215-02
215-03
215-04
215-05
215-06
215-07
215-08
215-09
215-10
215-11
215-12
215-13
215-14
215-15
215-16
215-17
215-18
215-19
215-20
215-21
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
6-
217-20
217-19
217-18
217-17
217-16
217-15
217-14
217-13
217-12
217-11
217-10
217-09
217-08
217-07
217-06
217-05
217-04
217-03
217-02
217-01
218-14
218-13
218-12
218-11
218-10
218-09
218-08
218-07
218-06
218-05
218-04
218-03
218-02
218-01
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-1
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
9-0
214-03
John Gallup & Associates, LLC 3225 Shallowford Road NE Suite 830 Marietta, GA 30062 770.321.4040
JG&A
Corp. License FL001428603
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
JEFFERSON BARRACKS NATIONAL
CEMETERY SYLVAN SPRINGS
DEVELOPMENT ON NEW LAND
2900 Sheridan Rd, St. Louis, MO, 63125 Project Director
NOVEMBER 18, 2024Revisions: Date:
CONSULTANTCONSULTANTCONSULTANTCONSULTANT
N/A
Environment & Infrastructure Solutions, Inc.
1075 Big Shanty Road, NW, Suite 100 Kennesaw, Georgia 30144
(770) 421-3400
Aqua Engineering Inc.
375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196
852-042 ofDwg.
Atriax Pllc 703 Main Avenue S.W.
Hickory, NC 28602 828-315-9962 Corp. License - 2019014628
1 0 5 3 T E N T H A V E N U E S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
CONSULTANT
BID DOCUMENTS
MSD PROJECT NUMBER 24MSD-00322
MSD BASE MAP: 29-H
COLUMBARIUM E LAYOUT
ENLARGEMENT PLAN
GC400
1. SEE NOTES ON GC101.
2. FIELD COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND
ELECTRICAL DISCIPLINES PRIOR TO START OF WORK.
3. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO LAYOUT LINES
UNLESS OTHERWISE NOTED.
LAYOUT NOTES
LEGEND
CONCRETE PAVING LIGHT-DUTY
LIMIT OF CONSTRUCTION LINE
LAYOUT LINE
BENCH
LP# LAYOUT POINT
FLOWER WATERING STATION
SEE DETAIL 1/LC501 FOR DISTANCE
BETWEEN LAYOUT POINT AND FACE OF
WALL FOUANTION
KEY MAP
10'0
1"=10'-0"
20'5'2'
KEY MAP
LS503
LS503
LC524
CURB EXP. JOINT
CONTROL JOINT
CS501
LS503
EXPANSION JOINT 11
LC524
THICKENED CONCRETE EDGE
PW JM
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text B.H.
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
IRR
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text
FOM
AutoCAD SHX Text B.H.
AutoCAD SHX Text E
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text
GLM
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
GLM
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text B.H.
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
RIM=512.2 INV=502.4
AutoCAD SHX Text
RIM=508.1 INV=499.9
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
RIM=466.2 INV=455.6 N INV=455.6 S INV=460.4 NE
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10"VCP
AutoCAD SHX Text
RIM=467.3 INV=462.8
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
RIM=476.6 INV=469.6
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
RIM=487.3 INV=481.0
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
RIM=493.5 INV=487.5 INV=487.3 SE INV=487.3 NW
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text 100.1
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.7
AutoCAD SHX Text 22.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 10.0
AutoCAD SHX Text 33.7
AutoCAD SHX Text 10002
AutoCAD SHX Text 10007
AutoCAD SHX Text 10004
AutoCAD SHX Text 10005
AutoCAD SHX Text 10000
AutoCAD SHX Text 10001
AutoCAD SHX Text
INV=463.5
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
INV=464.4
AutoCAD SHX Text
36" VCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
LARGE STRUCTURE, SOME PIPES NOT VISIBLE
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text 15.0
AutoCAD SHX Text 11.3
AutoCAD SHX Text 18.1
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.2
AutoCAD SHX Text 22.8
AutoCAD SHX Text
RIM=469.4 INV=465.1 (ONLY 2 PIPES IN STRUCTURE)
AutoCAD SHX Text
RIM=514.1 INV=505.7
AutoCAD SHX Text
RIM=513.2 INV=504.3
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text S H E R I D A N
AutoCAD SHX Text B O U N D A R Y
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
SPRINGS
AutoCAD SHX Text R O A D
AutoCAD SHX Text
SYLVAN
AutoCAD SHX Text
SPRINGS
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
SYLVAN
AutoCAD SHX Text H A L S E Y
AutoCAD SHX Text R O A D
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text DIFFERENT SANITARY SEWER ALIGNMENTS PER AS-BUILT INFORMATION. NO FIELD EVIDENCE OBSERVED OF THESE PIPING CONNECTIONS OR ALIGNMENTS
AutoCAD SHX Text
RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT
AutoCAD SHX Text
RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT
AutoCAD SHX Text APPROXIMATE LOCATION OF AS SEPTIC TANK DEPICTED FROM AS-BUILT INFORMATION. THERE WAS NO OBSERVED FIELD EVIDENCE OF THIS TANK
AutoCAD SHX Text
ACCESS MANHOLE
AutoCAD SHX Text
APPROXIMATE LOCATION OF AN UNDERGROUND STORMWATER STRUCTURE
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text B O U N D A R Y
AutoCAD SHX Text R O A D
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text R O A D
AutoCAD SHX Text S H E R I D A N
AutoCAD SHX Text
RIM=497.2 INV=486.3
AutoCAD SHX Text
RIM=494.2 INV=477.8
AutoCAD SHX Text
RIM=484.1 INV=469.9
AutoCAD SHX Text
RIM=468.8 INV=456.9
AutoCAD SHX Text
RIM=465.6 INV=464.9 E THIS COULD GO INTO THE 48" RCP, UNVERIFIABLE
AutoCAD SHX Text
RIM=462.7 INV=457.5 E INV=457.5 W INV=450.85 N-S
AutoCAD SHX Text
RIM=462.6 INV=457.9 W
AutoCAD SHX Text
RIM=462.5 INV=458.1 E
AutoCAD SHX Text
INV=461.4
AutoCAD SHX Text
RIM=467.2 INV=461.0 N INV=453.9 S
AutoCAD SHX Text
RIM=467.4 INV=462.2
AutoCAD SHX Text
RIM=472.6 INV=463.9
AutoCAD SHX Text
RIM=472.7 INV=466.2
AutoCAD SHX Text
RIM=483.6 INV=479.0
AutoCAD SHX Text
RIM=466.8 INV=463.2 NE INV=463.2 SW
AutoCAD SHX Text
RIM=466.9 INV=463.5 NE INV=463.5 SW
AutoCAD SHX Text
RIM=468.0 INV=464.5 N INV=464.5 S
AutoCAD SHX Text
RIM=470.5 INV=466.7
AutoCAD SHX Text
INV=462.2
AutoCAD SHX Text
RIM=471.0 INV=467.4
AutoCAD SHX Text
RIM=475.0 INV=471.3
AutoCAD SHX Text
RIM=476.3 INV=472.3
AutoCAD SHX Text
RIM=476.9 INV=473.3
AutoCAD SHX Text
INV=484.4
AutoCAD SHX Text
INV=484.6
AutoCAD SHX Text
INV=485.4
AutoCAD SHX Text
INV=485.4
AutoCAD SHX Text
INV=490.8 IRREGULAR BOX DRAIN
AutoCAD SHX Text
INV=493.1
AutoCAD SHX Text
RIM=462.5 INV=457.9 W
AutoCAD SHX Text
RIM=462.6 INV=458.1 E
AutoCAD SHX Text
RIM=468.5 INV=467.2 E
AutoCAD SHX Text
RIM=468.4 INV=458.4
AutoCAD SHX Text THIS SIDE OF THE BRIDGE IS CINDER BLOCKED OFF AND FILLED IN WITH THE 36" PIPE DISCHARGING UNDER THE BRIDGE
AutoCAD SHX Text
RIM=467.9 INV=459.2 W INV=456.3 E INV=449.3 N-S
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RIM=468.7 INV=461.1
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
SHELTER
AutoCAD SHX Text
SHELTER
AutoCAD SHX Text
NO CASTING
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
STONE AND CONCRETE
AutoCAD SHX Text
STONE AND CONCRETE
AutoCAD SHX Text
GABION WALL
AutoCAD SHX Text
GABION WALL
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
SHELTER OVERHANG
AutoCAD SHX Text
GAZEBO
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
SHUT OFF VALVE FROM PLANS
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text
WALKING PATH
AutoCAD SHX Text
WALKING PATH
AutoCAD SHX Text
HIGH PRESSURE GAS PIPE LINE
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
4 PIPELINE SIGNS
AutoCAD SHX Text
PIPELINE SIGN
AutoCAD SHX Text
PIPELINE SIGN
AutoCAD SHX Text
APPROXIMATE LOCATION OF ADDITIONAL PIPELINES PER OWNER SIGNAGE
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text THERE ARE UNDERGROUND SANITARY SEWER LINES WITHIN THE SURVEY LIMITS WITH UNKNOWN DIRECTION, DEPTHS AND CONNECTIONS
AutoCAD SHX Text
STREET ENDS
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
RIM=512.2 INV=502.4
AutoCAD SHX Text
RIM=508.1 INV=499.9
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
RIM=466.2 INV=455.6 N INV=455.6 S INV=460.4 NE
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
10"VCP
AutoCAD SHX Text
RIM=467.3 INV=462.8
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
RIM=476.6 INV=469.6
AutoCAD SHX Text
10" VCP
AutoCAD SHX Text
RIM=487.3 INV=481.0
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
RIM=493.5 INV=487.5 INV=487.3 SE INV=487.3 NW
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" VCP
AutoCAD SHX Text
8" PVC
AutoCAD SHX Text 100.1
AutoCAD SHX Text 18.1
AutoCAD SHX Text 15.7
AutoCAD SHX Text 22.3
AutoCAD SHX Text 9.2
AutoCAD SHX Text 10.0
AutoCAD SHX Text 33.7
AutoCAD SHX Text 10002
AutoCAD SHX Text 10007
AutoCAD SHX Text 10004
AutoCAD SHX Text 10005
AutoCAD SHX Text 10000
AutoCAD SHX Text 10001
AutoCAD SHX Text
INV=463.5
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
INV=464.4
AutoCAD SHX Text
36" VCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
18" VCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
LARGE STRUCTURE, SOME PIPES NOT VISIBLE
AutoCAD SHX Text
6" PVC
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text 15.0
AutoCAD SHX Text 11.3
AutoCAD SHX Text 18.1
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.5
AutoCAD SHX Text 9.2
AutoCAD SHX Text 22.8
AutoCAD SHX Text
RIM=469.4 INV=465.1 (ONLY 2 PIPES IN STRUCTURE)
AutoCAD SHX Text
RIM=514.1 INV=505.7
AutoCAD SHX Text
RIM=513.2 INV=504.3
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text S H E R I D A N
AutoCAD SHX Text B O U N D A R Y
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
SPRINGS
AutoCAD SHX Text R O A D
AutoCAD SHX Text
SYLVAN
AutoCAD SHX Text
SPRINGS
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
SYLVAN
AutoCAD SHX Text H A L S E Y
AutoCAD SHX Text R O A D
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text DIFFERENT SANITARY SEWER ALIGNMENTS PER AS-BUILT INFORMATION. NO FIELD EVIDENCE OBSERVED OF THESE PIPING CONNECTIONS OR ALIGNMENTS
AutoCAD SHX Text
RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT
AutoCAD SHX Text
RIM=471.3 INV=466.3 FULL OF WATER AND SEDIMENT
AutoCAD SHX Text APPROXIMATE LOCATION OF AS SEPTIC TANK DEPICTED FROM AS-BUILT INFORMATION. THERE WAS NO OBSERVED FIELD EVIDENCE OF THIS TANK
AutoCAD SHX Text
ACCESS MANHOLE
AutoCAD SHX Text
APPROXIMATE LOCATION OF AN UNDERGROUND STORMWATER STRUCTURE
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text
60" RCP
AutoCAD SHX Text B O U N D A R Y
AutoCAD SHX Text R O A D
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text
BITUMINOUS CURB
AutoCAD SHX Text R O A D
AutoCAD SHX Text S H E R I D A N
AutoCAD SHX Text
RIM=497.2 INV=486.3
AutoCAD SHX Text
RIM=494.2 INV=477.8
AutoCAD SHX Text
RIM=484.1 INV=469.9
AutoCAD SHX Text
RIM=468.8 INV=456.9
AutoCAD SHX Text
RIM=465.6 INV=464.9 E THIS COULD GO INTO THE 48" RCP, UNVERIFIABLE
AutoCAD SHX Text
RIM=462.7 INV=457.5 E INV=457.5 W INV=450.85 N-S
AutoCAD SHX Text
RIM=462.6 INV=457.9 W
AutoCAD SHX Text
RIM=462.5 INV=458.1 E
AutoCAD SHX Text
INV=461.4
AutoCAD SHX Text
RIM=467.2 INV=461.0 N INV=453.9 S
AutoCAD SHX Text
RIM=467.4 INV=462.2
AutoCAD SHX Text
RIM=472.6 INV=463.9
AutoCAD SHX Text
RIM=472.7 INV=466.2
AutoCAD SHX Text
RIM=483.6 INV=479.0
AutoCAD SHX Text
RIM=466.8 INV=463.2 NE INV=463.2 SW
AutoCAD SHX Text
RIM=466.9 INV=463.5 NE INV=463.5 SW
AutoCAD SHX Text
RIM=468.0 INV=464.5 N INV=464.5 S
AutoCAD SHX Text
RIM=470.5 INV=466.7
AutoCAD SHX Text
INV=462.2
AutoCAD SHX Text
RIM=471.0 INV=467.4
AutoCAD SHX Text
RIM=475.0 INV=471.3
AutoCAD SHX Text
RIM=476.3 INV=472.3
AutoCAD SHX Text
RIM=476.9 INV=473.3
AutoCAD SHX Text
INV=484.4
AutoCAD SHX Text
INV=484.6
AutoCAD SHX Text
INV=485.4
AutoCAD SHX Text
INV=485.4
AutoCAD SHX Text
INV=490.8 IRREGULAR BOX DRAIN
AutoCAD SHX Text
INV=493.1
AutoCAD SHX Text
RIM=462.5 INV=457.9 W
AutoCAD SHX Text
RIM=462.6 INV=458.1 E
AutoCAD SHX Text
RIM=468.5 INV=467.2 E
AutoCAD SHX Text
RIM=468.4 INV=458.4
AutoCAD SHX Text THIS SIDE OF THE BRIDGE IS CINDER BLOCKED OFF AND FILLED IN WITH THE 36" PIPE DISCHARGING UNDER THE BRIDGE
AutoCAD SHX Text
RIM=467.9 INV=459.2 W INV=456.3 E INV=449.3 N-S
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RIM=468.7 INV=461.1
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
GRILL
AutoCAD SHX Text
SHELTER
AutoCAD SHX Text
SHELTER
AutoCAD SHX Text
NO CASTING
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
GRAVEL OVER BITUMINOUS
AutoCAD SHX Text
STONE AND CONCRETE
AutoCAD SHX Text
STONE AND CONCRETE
AutoCAD SHX Text
GABION WALL
AutoCAD SHX Text
GABION WALL
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
SHELTER OVERHANG
AutoCAD SHX Text
GAZEBO
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
WATER LINE FROM PLANS
AutoCAD SHX Text
SHUT OFF VALVE FROM PLANS
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text
WALKING PATH
AutoCAD SHX Text
WALKING PATH
AutoCAD SHX Text
HIGH PRESSURE GAS PIPE LINE
AutoCAD SHX Text
SITE BENCHMARK: TOP NUT HYDRANT = 479.10
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
4 PIPELINE SIGNS
AutoCAD SHX Text
PIPELINE SIGN
AutoCAD SHX Text
PIPELINE SIGN
AutoCAD SHX Text
APPROXIMATE LOCATION OF ADDITIONAL PIPELINES PER OWNER SIGNAGE
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text THERE ARE UNDERGROUND SANITARY SEWER LINES WITHIN THE SURVEY LIMITS WITH UNKNOWN DIRECTION, DEPTHS AND CONNECTIONS
AutoCAD SHX Text
STREET ENDS
AutoCAD SHX Text
48" RCP
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text P A R K I N G L O T
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text
BUMPER CURB (TYP)
AutoCAD SHX Text P A R K I N G L O T
P A R K I N G L O T
B1
448.13 448.10
448.10
448.00 447.83
MEG 447.87
MEG 447.17
MEG 447.39
VARIES
447.84
447.80
447.94 447.90
448.09447.95 447.91448.18
448.14
447.95
447.95
448.10
447.87 447.92
447.75
447.81
447.77
447.98 447.90
447.81 447.77
447.77
447.64 447.74
447.72 447.60 447.52
447.47 447.54
447.40 447.50
447.73447.60 447.56447.81
447.73
447.60
447.60
447.50 447.51
447.37
447.24 447.34
447.05 447.15
447.30
447.36 447.23
446.91 447.01
446.93 446.83
447.18
447.14
447.27 447.23
447.18
447.21
447.07 446.77 446.67 446.60
446.50 446.45
446.42 446.47 446.57
446.39 446.49
446.90 446.86
447.03
446.99
446.90
446.86446.99 446.90
446.90
446.81
446.69
446.74
446.73
446.66
446.62
446.74
446.70 446.66 446.62
446.68
446.56
446.23 446.33 446.31
446.40
446.23 446.05 446.15
446.51 446.47
446.40
446.36
446.54 446.42
445.89 445.99 445.92
446.26 446.21
446.21
446.17
446.29
446.25 446.21 446.17
446.24
446.12
447.40 447.36
447.56 447.48
447.40
447.36
447.84
7.84
448.00 447.99
447.82
447.76
447.64
447.27 447.17
447.54
447.39
446.97
446.75 446.65
446.50
446.30 446.20
446.27
446.02
445.86 445.66
447.77
1.5%
TYP.
1.5%
TYP.
1.5%
TYP.
VARIES
446.14 MEG 445.95
MEG 445.56
446.03
445.43
MEG 445.21
MEG 445.08
445.37
3.8%
1.0%
6.5%
3.6%
447.02
2%
2%
2%
2%
2%
2%
2%
2%
1.5%
2%
2%
2%
2%
2%
2%
5%M
AX.
5%M
AX.
5%M
AX.
5%M
AX.
5%M
AX.
445 446
447.67 447.61
446.11
445.88
445.96
445.27
445.21
445.45
MEET EXISTING
GRADE FLUSH
(MEG)
448.00
448.00
447.98 447.94
445.76
1.3%
1.2% 1.0%
1.4%
1.3%
2%
1.4%
1.0%
1.1%
0.8%
1.5%
1.0%
1.7%
1.0%
1.5%
1.1% 1.0%
1.5%
1.0%
1.9%
1.3%
1.0%
1.5%
1.0%
1.5%
1.0%
1.0%
2.0%
1.5%
0.9% 1.0% 1.0%
1.2% 2.0%
1.0%
1.2%
1.8% 1.3%
1.0% 1.0%
1.2% 1.0%
1.8%
1.0%
1.3%
1.0%
1.3%
1.0%
1.3%
1.2%
1.2%
2.0% 1.3%
1.0%
1.3%
1.0%
1.4%
1.6%
1.0%
1.3%
1.0%
1.3%
1.0%
2.0%
1.2%
447.87 447.84
447.43
447.46
446.36
2.0%
1.1%
2.0%
1.4%
2%
G .B.
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