S02 05 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf
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- Solicitation number
- 36C78626R0058
About this file
This is a Bid Set consisting of utility plans, irrigation details, and landscape plans for the Camp Nelson National Cemetery Infrastructure Improvements Project (Project No. 833CM3030) located in Covington, Louisiana. The project involves correcting Facility Condition Assessment (FCA) deficiencies at the cemetery.
The utility infrastructure work includes water distribution piping, sanitary sewer system rehabilitation, and stormwater management. Water system improvements feature 2" DR17 HDPE water lines with NSF 61-approved materials, pressure testing at 140 PSI for 4 hours with zero pressure loss permitted, and compliance with AWWA C651 disinfection standards and all Kentucky and local regulations. The project includes construction of ten new catch basins (CB-1 through CB-10) to replace existing structures and connect to existing drain pipes, with total quantities of approximately 639 linear feet of various diameter pipe segments. Sanitary sewer work involves a new 6" SCH 40 PVC sanitary sewer line, septic tank dewatering and cleaning by certified installers, and lateral drain pipe point repairs with CCTV investigation performed by Kentucky-licensed surveyors. A temporary 500-gallon fuel storage tank and 3/4" backflow preventer assembly are required for temporary restroom facilities. Irrigation system improvements include replacement of existing Murdock flower hydrants with new flower watering stations, installation of a 2" domestic pond water fill line with level control system, and new lateral irrigation piping with MP Rotator sprinkler heads at 2.0 GPM, 40 PSI specification. Landscape work requires turf sodding with tall fescue mix and mineral/wood mulch installation in disturbed areas. All work must coordinate with existing utilities, minimize damage to existing systems, and restore disturbed areas to final grade. The phasing plan establishes sequencing of historic structure work, building construction, and site improvements with turf replacement scheduled after temporary facilities removal.
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Text version
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Ex. Curb
Ex. Curb
Ex. 8" HeadwallEx.
Conc.DrainageStructure
Ex.
Conc.
PadConc. Pad
Ex. Asphalt Drive
Ex. Gravel Drive
Ex. Gravel Drive
Asphalt Drive
E x.
E d g e o f A sp h a lt
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E d g e o f
C o n c
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Ex. Edge of Conc.
Ex.
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Conc.
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8" Wall8" Wall
Asphalt Drive
Conc. Pad
Edge of Pvm t.
Edge of Conc.
Ex.
As pha lt D rive Ex.
Ed ge of Gra vel
Conc.DrainageStructure
Gr av el
Gravel Gr av el
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Inv. 6"CPP=917.50
Ex. Conc.Pad/FlagPole
Ex. 5"White Oak
Ex. 5"White Oak
Ex. 3"White Oak Ex. 4"White Oak
Ex. 2"White Oak
Ex. 10"Pin Oak
Ex. 10"Pin Oak
Ex. 8"Pin Oak
Ex. 8" Maple
Ex. 12"Maple
Ex. 12" Maple
Ex. 7" Maple
Ex. 5" Tree
Ex. 5" Maple
Ex. 5" Oak
Ex. 6" Maple
Ex. 14" Tree
Ex. 8" Tree
Ex. 4"Dogwood
Ex. 9" Maple Ex. 8"
Maple
Ex. 7"Sugar Maple
Ex. 8" Maple
Ex. 8" Maple
Ex. 6' Chain Link
Ex. 6' Chain Link
CommittalShelter
Drive "A"
941.88
940.32
940.16
7-11
CU-202
SINGLE/DOUBLE
CATCH BASIN
LEGEND
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY PLAN
CU-101
CU-105
SHT CU-102
SHT CU-103
SHT CU-104
1. ALL EQUIPMENT, COATINGS, LININGS, OR MATERIAL IN
CONTACT WITH WATER DISTRIBUTION PIPINGSHALL BE NSF
61 APPROVED.
2. WATER SUPPLY PIPING SHALL BE DISINFECTED IN
ACCORDANCE WITH AWWA C651.
3. PRESSURE TEST WATER PIPING BY PRESSURING TO 140 PSI
FOR 4 HR PERIOD, ADDING MAKEUP WATER AS NECESSARY.
OBSERVE FOR 2 HOURS WITHOUT MAKEUP. ZERO PRESSURE
LOSS PERMITTED.
4. COMPLY WITH ALL KENTUCKY AND LOCAL REGULATIONS.
5. DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTUCTION
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE, WHETHER
UTILITY IS SHOWN ON DRAWINGS OR NOT. PROBE, EXPLORE,
AND ADVANCE EXCAVATION SLOWLY AS NECESSARY TO
PREVENT DAMAGE.
NOTES
PROPERTY LINE
EXISTING 2" WATER LINE
2" DR17 HDPE WATER LINE
6" SCH. 40 PVC DRY HYDRANT LINE
CU-105
AutoCAD SHX Text
AutoCAD SHX Text 942.34
AutoCAD SHX Text
AutoCAD SHX Text 941.97
AutoCAD SHX Text
AutoCAD SHX Text 942.12
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 942.34
AutoCAD SHX Text 941.97
AutoCAD SHX Text 942.12
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AutoCAD SHX Text 938.05
AutoCAD SHX Text Hog Wire Fence
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AutoCAD SHX Text 934.47
AutoCAD SHX Text Hog Wire Fence
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
E W
Asphalt Drive
Conc.
Pad
8" Wall8" Wall
Asphalt Drive
Conc. Pad
Edge of Pvm t.
Edge of Conc.
Gr av el
Gravel Gr av el
Ex. 4"x4" WoodPost (Typ.)
CPP=904.55
Ex. 5" Tree
CommittalShelter
A pp ro x.
L oc at io n ba se d on E xp an si on
D ra w in gs
A p p ro x.
Lo c a ti o n b a se d o n
Im p ro ve m e n t P la n s
0+
1+
2+
3+00 4+00
5+00
CB-3
STA. 5+17.69, 10.00' LT
TOP 903.82
INV. 897.55
CB-1
STA. 3+12.65, 10.00' LT
TOP 900.64
INV. 894.99
CB-2
STA. 3+95.93, 10.00' LT
TOP 899.43
INV. 893.72
PB
PB
PB
PB
PB
238 LF
26 LF
43 LF
343 LF
7-11
CU-202
SINGLE/DOUBLE
CATCH BASIN
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY PLAN
CU-102
1. PERFORM EXPLORATORY EXCAVATIONS PRIOR TO CONSTRUCTION
TO IDENTIFY EXISTING WATER MAIN AT TIE-IN, AT 50 FT INTERVALS
ON ALIGNMENT OF WATER MAIN AND AT CHANGES IN DIRECTION
TO CONFIRM CLEARANCE FROM OBSTRUCTIONS, LOCATION OF
EXISTING UTILITIES, AND AT LOCATION OF CATCH BASINS AND
REPORT ANY CONFLICT.
2. MINOR ADJUSTMENT OR OFFSET IN ALIGNMENT TO AVOID
CONFLICTS SHALL BE PERFORMED AT NO ADDITIONAL COST TO
THE GOVERNMENT.
3. CONSTRUCT CATCH BASINS TO REPLACE EXISTING STRUCTURES,
CONNECTED TO EXISTING DRAIN PIPES. REMOVAL AND
REINSTALLATION OF SHORT DRAIN PIPE SEGMENTS, EXTENSION OF
DRAIN PIPE LENGTHS, OR CUTTING EXISTING DRAIN PIPES MAY BE
REQUIRED, AND SHALL BE PERFORMED AS NECESSARY FOR
COMPLETE AND USABLE STORMWATER DRAIN SYSTEM, AT NO
ADDITIONAL COST TO THE GOVERNMENT. PIPE EXTENSION
LENGTHS, SPLICES, OR FITTINGS REQUIRED SHALL BE PROVIDED BY
THE SAME MANUFACTURER, IN THE SAME PRODUCT LINE AND
SPECIFICATION AS EXISTING PIPE.
4. PERFORM SURVEY USING KENTUCKY LICENSED SURVEYOR PRIOR
TO CONSTRUCTION TO ESTABLISH LOCATION OF EXISTING DRAIN
PIPES AT EXISTING CATCH BASIN WALLS, PIPE INVERTS, AND
EXTENTS OF PIPE WALL OD. USE SURVEY INFORMATION TO
ADJUST CATCH BASIN STRUCTURE DEPTH, WIDTH, AND/OR
BREADTH TO ACCOMMODATE DRAIN PIPE INTERSECTION. SUBMIT
DRAWING OF EXISTING DRAIN PIPES SHOWN WITH CATCH BASIN
PRECAST SHOP DRAWINGS, AND SPECIFY ANY DRAIN PIPE
REMOVAL, EXTENSION, OR MODIFICATION, AND NOTE PORTIONS
OF CATCH BASIN TO BE CAST IN PLACE.
5. DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTUCTION SHALL
BE REPAIRED AT CONTRACTOR'S EXPENSE, WHETHER UTILITY IS
SHOWN ON DRAWINGS OR NOT. PROBE, EXPLORE, AND ADVANCE
EXCAVATION SLOWLY AS NECESSARY TO PREVENT DAMAGE.
PROPERTY LINE
M A
TC
H
LI
N
E S
TA
. 5
KEYNOTES
S.S. FULL BODY SERVICE TAP, ROMAC (SEE NOTE 1)01
02 2" DR17 HDPE 45° BEND
03 2" DR17 HDPE 90° BEND
NOTES
EXISTING 6" WATER LINE
2" DR17 HDPE WATER LINE,
BUTT FUSION JOINTS
04 EX. 6" PVC WATER LINE (SEE NOTE 1)
05 POTENTIAL CONFLICT B/T EX. UNDERGROUND ELECTRIC AND
PROPOSED WATERLINE. OFFSET AS NEEDED.
ADJUST, REMOVE/REINSTALL, OR EXTEND DRAIN PIPES TO
CONSTRUCT NEW CATCH BASINS. RELOCATE CONFLICTING
IRRIGATION PIPES AROUND CATCH BASINS.
2" BRONZE BALL VALVE IN IRON BOX
LEGEND
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text E
AutoCAD SHX Text
WV
AutoCAD SHX Text U
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
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AutoCAD SHX Text D
AutoCAD SHX Text S
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
WV
6+00
7+
8+
9+00
10+00
11+00
+0
CB-4
STA. 8+47.42, 12.00' LT
TOP 915.64
INV. 907.14
CB-5
STA. 9+13.69, 12.00' LT
TOP 914.45
INV. 903.01
CB-6
STA. 11+13.52, 12.00' LT
TOP 912.17
INV. 894.71
CB-7
STA. 12+29.79, 12.00' LT
TOP 909.92
INV. 895.65
3"
2.5
2"
1.2 5"
2.5
1.2 5"
1.2 5"
1.2 5"
2.5
2.5
2"
1.2 5"
1.5
1.5
1.5
3"
1.5
1.2 5"
2.5
2"
1.5
3"
3"
2"
1.2 5"
1.2 5"
3"
3"
3"
3"
3"
3"
3"
3"
1.2 5"
3"
2"
2"
1.5
1.5
3"
3"2.5
2"
1.2 5"
3"
2.5
2"
1.2 5"
2.5
2.5
2"
1.2 5"
1"
1"
1"
Q
Q
Q
Q
3"
3"
52"
1.5
3"
2.5
2.5
1.5
1.5
2"
1.5
2"
1.5
1.5
3"
3"
3"
2.5
3"
2"
2"
2"
1.2 5"
1.2 5"
3"
1.2 5"
2.5
2.5
2"
1.2 5"
G
PB
318 LF
216 LF
52 LF
7-11
CU-202
SINGLE/DOUBLE
CATCH BASIN
LEGEND
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY PLAN
CU-103
PROPERTY LINE
KEYNOTES
2" DR17 HDPE 90° BEND
2" POND FILL CONTROL VALVE (SEE LI-200)
EXISTING 2" WATER LINE
2" DR17 HDPE WATER LINE
MATCHLINE STA. 12+00
6" SCH. 40 PVC DRY HYDRANT LINE
M A
TC
H
LI
N
E S
TA
. 5
EX. 3" IRRIGATION LINE
3 LF
UTILITY CROSSING
SCALE: 1" = 5'-0"
CU-103
03 DRY HYDRANT 6
CU-201
1. PERFORM EXPLORATORY EXCAVATIONS PRIOR TO
CONSTRUCTION TO IDENTIFY EXISTING WATER MAIN AT
TIE-IN, AT 50 FT INTERVALS ON ALIGNMENT OF WATER
MAIN AND AT CHANGES IN DIRECTION TO CONFIRM
CLEARANCE FROM OBSTRUCTIONS, LOCATION OF EXISTING
UTILITIES, AND AT LOCATION OF CATCH BASINS AND
REPORT ANY CONFLICT.
2. MINOR ADJUSTMENT OR OFFSET IN ALIGNMENT TO AVOID
CONFLICTS SHALL BE PERFORMED AT NO ADDITIONAL COST
TO THE GOVERNMENT.
3. CONSTRUCT CATCH BASINS TO REPLACE EXISTING
STRUCTURES, CONNECTED TO EXISTING DRAIN PIPES.
REMOVAL AND REINSTALLATION OF SHORT DRAIN PIPE
SEGMENTS, EXTENSION OF DRAIN PIPE LENGTHS, OR
CUTTING EXISTING DRAIN PIPES MAY BE REQUIRED, AND
SHALL BE PERFORMED AS NECESSARY FOR COMPLETE AND
USABLE STORMWATER DRAIN SYSTEM, AT NO ADDITIONAL
COST TO THE GOVERNMENT. PIPE EXTENSION LENGTHS,
SPLICES, OR FITTINGS REQUIRED SHALL BE PROVIDED BY THE
SAME MANUFACTURER, IN THE SAME PRODUCT LINE AND
SPECIFICATION AS EXISTING PIPE.
4. PERFORM SURVEY USING KENTUCKY LICENSED SURVEYOR
PRIOR TO CONSTRUCTION TO ESTABLISH LOCATION OF
EXISTING DRAIN PIPES AT EXISTING CATCH BASIN WALLS,
PIPE INVERTS, AND EXTENTS OF PIPE WALL OD. USE SURVEY
INFORMATION TO ADJUST CATCH BASIN STRUCTURE DEPTH,
WIDTH, AND/OR BREADTH TO ACCOMMODATE DRAIN PIPE
INTERSECTION. SUBMIT DRAWING OF EXISTING DRAIN
PIPES SHOWN WITH CATCH BASIN PRECAST SHOP
DRAWINGS, AND SPECIFY ANY DRAIN PIPE REMOVAL,
EXTENSION, OR MODIFICATION, AND NOTE PORTIONS OF
CATCH BASIN TO BE CAST IN PLACE.
5. DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTUCTION
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE, WHETHER
UTILITY IS SHOWN ON DRAWINGS OR NOT. PROBE, EXPLORE,
AND ADVANCE EXCAVATION SLOWLY AS NECESSARY TO
PREVENT DAMAGE.
ADJUST, REMOVE/REINSTALL, OR EXTEND DRAIN PIPES TO
CONSTRUCT NEW CATCH BASINS. RELOCATE CONFLICTING
IRRIGATION PIPES AROUND CATCH BASINS.
NOTES
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text
WV
AutoCAD SHX Text Edge of Pavement
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
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AutoCAD SHX Text M
AutoCAD SHX Text E
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AutoCAD SHX Text I
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AutoCAD SHX Text A
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AutoCAD SHX Text N
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AutoCAD SHX Text
PRIME CONSULTANT
+0
+0
+0
15+00
16+00
17+00
+0
18+74
CB-6
STA. 11+13.52, 12.00' LT
TOP 912.17
CB-7
STA. 12+29.79, 12.00' LT
TOP 909.92
INV. 895.65
CB-8
STA. 13+31.85, 12.20' LT
TOP 907.53
INV. 895.94
CB-9
STA. 15+10.18, 12.12' LT
TOP 905.36
INV. 901.51
CB-11
STA. 17+81.69, 11.93' RT
TOP 904.34
INV. 897.31
CB-10
STA. 16+70.48, 11.90' RT
TOP 902.03
INV. 897.83
7-11
CU-202
SINGLE/DOUBLE
CATCH BASIN
LEGEND
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY PLAN
CU-104
PROPERTY LINE
KEYNOTES
MATCHLINE STA. 12+00
NOTES
ADJUST, REMOVE/REINSTALL, OR EXTEND DRAIN PIPES TO
CONSTRUCT NEW CATCH BASINS. RELOCATE CONFLICTING
IRRIGATION PIPES AROUND CATCH BASINS.
1. PERFORM EXPLORATORY EXCAVATIONS PRIOR TO
CONSTRUCTION TO IDENTIFY EXISTING WATER MAIN AT
TIE-IN, AT 50 FT INTERVALS ON ALIGNMENT OF WATER
MAIN AND AT CHANGES IN DIRECTION TO CONFIRM
CLEARANCE FROM OBSTRUCTIONS, LOCATION OF EXISTING
UTILITIES, AND AT LOCATION OF CATCH BASINS AND
REPORT ANY CONFLICT.
2. MINOR ADJUSTMENT OR OFFSET IN ALIGNMENT TO AVOID
CONFLICTS SHALL BE PERFORMED AT NO ADDITIONAL COST
TO THE GOVERNMENT.
3. CONSTRUCT CATCH BASINS TO REPLACE EXISTING
STRUCTURES, CONNECTED TO EXISTING DRAIN PIPES.
REMOVAL AND REINSTALLATION OF SHORT DRAIN PIPE
SEGMENTS, EXTENSION OF DRAIN PIPE LENGTHS, OR
CUTTING EXISTING DRAIN PIPES MAY BE REQUIRED, AND
SHALL BE PERFORMED AS NECESSARY FOR COMPLETE AND
USABLE STORMWATER DRAIN SYSTEM, AT NO ADDITIONAL
COST TO THE GOVERNMENT. PIPE EXTENSION LENGTHS,
SPLICES, OR FITTINGS REQUIRED SHALL BE PROVIDED BY THE
SAME MANUFACTURER, IN THE SAME PRODUCT LINE AND
SPECIFICATION AS EXISTING PIPE.
4. PERFORM SURVEY USING KENTUCKY LICENSED SURVEYOR
PRIOR TO CONSTRUCTION TO ESTABLISH LOCATION OF
EXISTING DRAIN PIPES AT EXISTING CATCH BASIN WALLS,
PIPE INVERTS, AND EXTENTS OF PIPE WALL OD. USE SURVEY
INFORMATION TO ADJUST CATCH BASIN STRUCTURE DEPTH,
WIDTH, AND/OR BREADTH TO ACCOMMODATE DRAIN PIPE
INTERSECTION. SUBMIT DRAWING OF EXISTING DRAIN
PIPES SHOWN WITH CATCH BASIN PRECAST SHOP
DRAWINGS, AND SPECIFY ANY DRAIN PIPE REMOVAL,
EXTENSION, OR MODIFICATION, AND NOTE PORTIONS OF
CATCH BASIN TO BE CAST IN PLACE.
5. DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTUCTION
SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE, WHETHER
UTILITY IS SHOWN ON DRAWINGS OR NOT. PROBE, EXPLORE,
AND ADVANCE EXCAVATION SLOWLY AS NECESSARY TO
PREVENT DAMAGE.
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PRIME CONSULTANT
G
CO
B-1
B-2
EX. 1000 GALLON TANK
EX. DISTRIBUTION BOX
NEW 6" SCH 40 PVC
SANITARY SEWER LINE
(SEE NOTE 4)
LATERAL DRAIN TO
BE SELECTIVELY
REPAIRED
EX. 4" LEACH
FIELD LATERAL
LATERAL DRAIN TO
BE SELECTIVELY
REPAIRED
EX. 4" LEACH
FIELD LATERAL
EX. 4" LEACH
FIELD LATERAL
EX. 4" LEACH
FIELD LATERAL
SEE PLAN FOR APPROXIMATE
CROSSING UTILITY LOCATIONS
EX. SURFACE
SERVICE EX. 1000 GAL SEPTIC
TANK (SEE NOTES 1 & 2)
NEWLY IMPORTED TOPSOIL
COMPACTED GRANULAR FILL
(SEE SPEC SECTION 31 20 00)
APPROX. 6.25'
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
NOT TO SCALE
KEY
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY PLAN
CU-105
1. ALL WORK ON SEPTIC SYSTEM SHALL BE A PERFORMED CERTIFIED ONSITE SEWAGE SYSTEM
INSTALLER, LICENSED IN THE STATE OF KENTUCKY.
2. DEWATER AND CLEAN EXISTING SEPTIC TANK. DAMAGED OR BROKEN BAFFLES SHALL BE REMOVED AND REPLACEMENTS CUSTOM-FABRICATED FROM FIBER REINFORCED POLYMER (FRP) OR PVC. ALL
SOLID AND LIQUID WASTE SHALL BE TRANSPORTED OFFSITE AND LEGALLY DISPOSED OF.
3. PRIOR TO CONSTRUCTION, VERIFY LOCATION OF ALL EXISTING SANITARY CONNECTIONS TO SEPTIC TANK AND UTILITIES ADJACENT PIPE TO BE REPLACED. CONFIGURATION MAY VARY FROM THAT SHOWN, RECONNECT EXISTING UTILITIES AND RESTORE SERVICE AT NO ADDITIONAL COST TO THE
GOVERNMENT.
4. SANITARY PIPE DEPTH ESTIMATED AND SHOWN. LOCATE, UNCOVER, PROTECT, AND ACCOMODATE
EXISTING UTILITIES DURING REPLACEMENT.
5. SUBMIT VIDEO AND RECOMMENDED POINT REPAIR LOCATIONS FOR APPROVAL. BASIS OF BID SHALL
BE 60 LF OF LATERAL DRAIN PIPE, AT 12 INDIVIDUAL EXCAVATIONS.
6. AT COLLAPSED LATERAL DRAINS, RECOMMENCE CCTV INVESTIGATION AFTER REPAIR, AT NO
ADDITIONAL COST TO THE GOVERNMENT.
7. INSTALL 3 4" BFP & ENCLOSURE ON 4" TEMPORARY CONCRETE PAD. BFP, ENCLOSURE & TEMPORARY PAD TO REMAIN FOR DURATION OF CONSTRUCTION. REMOVE BFP, DEMOLISH 4" CONCRETE PAD, CUT AND CAP 3 4" WATER LINE AT SADDLE, AND REMOVE BURIED PVC SERVICE LINE AFTER
CONSTRUCTION.
8. PERFORM EXPLORATORY EXCAVATIONS PRIOR TO CONSTRUCTION TO IDENTIFY EXISTING 2" WATER
AT TIE-IN, LOCATION OF EXISTING UTILITIES, AND REPORT ANY CONFLICT.
KEYNOTES
PERFORM PIPE CCTV INVESTIGATION
& SELECTED LATERAL DRAIN POINT
REPAIRS (SEE NOTE 5)
03 SERVICE EXISTING 1000 GAL SEPTIC TANK,
INV. 934.16 (SEE NOTE 2)
04 SHIELDED TRANSITION COUPLING
LEACH FIELD POINT REPAIR
CU-201
EX. SEPTIC DISTRIBUTION BOX,
APPROX. INV. DEPTH 934.1002
6" GRAVITY DISTRIBUTION PIPING
EXISTING SANITARY SEWER LINE
NOTES
SEWER CLEANOUT 2
CU-201
CU-102
UTILITY PLAN - MAINTENANCE AREA
SCALE: 1" = 10'-0"
SECTION - LEACH FIELD
SCALE: 1/2" = 1'-0"
RECONNECT EXISTING 4" SANITARY
SERVICE FROM REST & WASH HOUSE
WITH NEW FITTINGS (SEE NOTE 3)
REINSTALL/RETURN PROPANE STORAGE
TANK TO SERVICE. PROVIDE ALL NECESSARY
FITTINGS, HARDWARE, & SPECIALS.
09 NEW 500 GALLON FUEL STORAGE TANK.
(SEE SPEC SECTION 23 11 13)
SOIL BORINGS
07 BRACE POLE DURING EXCAVATION.
COORDINATE WITH UTILITY PROVIDER.
EX. LEACH FIELD LATERAL
6" SCH 40 PVC SANITARY SEWER PIPE,
PROFILE SMOOTHLY BETWEEN EXISTING
INVERTS (SEE NOTE 4)
LEGEND
DE-ENERGIZE, TEMPORARILY RELOCATE OR
EXCAVATE AROUND WHILE IN PLACE, AND
REINSTALL BURIED ELECTRICAL SERVICE IF
NECESSARY FOR POINT REPAIR.
UTILITY PLAN - TEMP. RESTROOM TRAILER
SCALE: 1" = 10'-0"
4 " SCH 40 PVC WATER LINE TO TEMP.
RESTROOM TRAILER, TEMPORARY
(SEE NOTE 7)
S.S. FULL BODY SERVICE TAP, ROMAC
(SEE NOTE 7 & 8)12
4" REDUCED PRESSURE BACKFLOW PREVENTER
IN HEATED ENCLOSURE (WATTS 009M3-QT &
WATTS BOX WB-1 OR APPROVED EQUALS)
(SEE NOTE 7)
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HISTORIC MAINT. BUILDING
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EQUIPMENT STORAGE BUILDING
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HISTORIC BRICK STABLE
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MAINTENANCE STORAGE BUILDING
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REST & WASH HOUSE
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REST & WASH HOUSE
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BFP
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PRIME CONSULTANT
CAST-IN-PLACE CLEANOUT BOX IN
CONCRETE PAVEMENT, BRONZE
COUNTERSUNK BRONZE
CLEAN-OUT PLUG
INSIDE CAULK
CONCRETE
PAVEMENT
PVC PIPING
(SAME DIA. AS
LATERAL)
PVC WYE (SAME
SIZE AS LATERAL)
EXISTING SEWER
LATERAL
COUPLING
NEW SERVICE
PIPE
6" SCH. 40 PVC
6" DIA. 90°
D.I. BEND
STANDPIPE INLET
CONNECTION
WSE = 892.25'
1' -0
1' -8
3 4"±
" O
R
LE
SS
6" ROUND HOLE SUCTION
STRAINER, STAINLESS STEEL,
1" MAX HOLE DIA.
SUCTION & SUPPORT BLOCK
ADJUSTABLE 304 STAINLESS
STEEL 6" PIPE STAND, 2"
SUPPORT DIA. W/ BASE
PLATE & U-BOLT
SUCTION & SUPPORT BLOCK
#4 DEFORMED BAR
@ 6" O.C., E.W.
(4) 12"x3" S.S.
EXPANSION ANCHORS
3'x3'x6" 3000 PSI
CONC. SUPPORT
BLOCK STANDPIPE INLET CONNECTION
4" DIA. 90°
D.I. BEND
RESTRAINED
M.J.
4"x6" D.I.
REDUCER
4" D.I. PIPE
2'x2'x4" 3000
PSI CONC. PAD
FDC
4" STORZ BRASS
CONNECTION W/ CAP
6" SCH. 40 PVC
6" D.I. PIPE
3' -0
" P
RE
-C
AS
T
ST
O
RM
L
EA
CH
IN
G
RI
N G
5' -0
6" OF #57
STONE
8" PCC PAVEMENT
(SEE PAVING PLANS)
2'-0"
Ø 5'-7"
CAST IN PLACE 4000 PSI
CONC. BOTTOM SLAB 2'-0"Ø 1'-7"
RESTORED EXISTING
FRAME AND GRATE
#4 BARS AT 6" O.C.
(EACH WAY)
GEOTEXTILE FABRIC MIRAFI
140N OR APP'D EQUAL
6"
1'-0"
(TYP.)
CENTER DRAIN
12" #57 STONE
COMPACTED IN 12" LIFTS
1' -0
4'-0" I.D.
8"
BURIED MANHOLE
ACCESS
2'-6" I.D.
6" PCC APRON
RESTORED &
REMOUNTED
HISTORIC GRATE
BURIED MANHOLE
ACCESS W/ 2'-6"
CLEAR OPENING
RE-INSTALL TRASH RACK
PER MFR. SPECIFICATIONS
SIDE VIEW FRONT VIEW
RE-INSTALL EXISTING TRASH RACK
PER MFR. SPECIFICATIONS
EL. 895.00
RE-INSTALL DEBRIS RACK
PER MFR. SPECIFICATIONS
GROUT EXISTING ORIFICE
CORE NEW 2" ORIFICE,
INV. EL. 893.25
CAST IN PLACE 4000 PSI
CONC. EXTENSION
(APPROX. 12")
EL. 897.00 CONTINUOUS
HORIZONTAL #4 BARS
@ 6" MAX, 3 EA.
DRILL/EPOXY #4 BAR
@ 6", 6" EMBED
24'-0"±
4' -0
" M
IN
W
AT
ER
M
AT
CH
E X.
(S
AN
IT
AR
Y)
BACKFILL. SEE SPEC
SECTION 31 20 00
EXISTING GRADE
2" DR17 HDPE
WATER LINE
EXISTING UNDISTURBED
SOIL (SUBGRADE)
6"
TOPSOIL
GEOTEXTILE FABRIC
4" PVC SLEEVE,
CAST IN PLACE
CONCRETE PAVING
(SEE PAVING PLANS)
1' -0
M
IN
STAINLESS STEEL
GAS LINE
M
AT
CH
E
XI
ST
IN
G
" M
IN
NATIVE BACKFILL
EXISTING GRADE
EXISTING UNDISTURBED
SOIL (SUBGRADE)
TOPSOIL
4" LATERAL DRAIN REPAIR
LENGTH, SCH 40 PERFORATED
PVC LEACH FIELD DRAIN
REPAIR LENGTH
1"-2" WASHED
GRAVEL SCREENINGSSHIELDED FLEX COUPLING
EXISTING LATERAL
DETAIL SECTION
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY DETAILS
CU-201
1 LATERAL DRAIN POINT REPAIR
SCALE: 1-1/2" = 1'-0"
DRY HYDRANT (POND)
SCALE: 1/4" = 1'-0"3
MODIFICATION & TRASH RACK INSTALLATION
N.T.S.
STORMWATER MANAGEMENT OUTLET
SEWER CLEANOUT (AT GRADE)
SCALE: 1-1/2" = 1'-0"
5 INFILTRATION BASIN DETAIL
SCALE: 1" = 20'-0"
4 INFILTRATION BASIN PLAN VIEW
SCALE: 1" = 20'-0"
8 UTILITY TRENCH SECTION (DIRECT BURY)
SCALE: N.T.S.
SECTION
GAS LINE SLEEVE (THROUGH SLAB)
SCALE: 1-1/2" = 1'-0"
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PRIME CONSULTANT
CATCH BASIN PLAN (SINGLE)
NOT TO SCALE
CATCH BASIN ELEVATION (SINGLE)
NOT TO SCALE
CATCH BASIN SECTION
NOT TO SCALE
4'-11 2"
6" 8" 1'-91 2" 8" 6"
8"
3'-11 2"
8"
TY
P
NOTE:
CONTRACTOR SHALL PROVIDE
WROUGHT IRON STEPS IN ALL
CATCH BASIN 4'-0" DEEP AND
OVER
NEENAH FOUNDRY
R-3501-L1A INLET FOR
ROLL TYPE CURB
ROLL-TYPE CURB
PAVEMENT
THICKNESS
3/4" EXPANSION
MATERIAL
#4 BARS
#4 BARS AT 6" O.C.
(EACH WAY)
4000 PSI PRECAST
CONCRETE BOX
COMPACTED CRUSHED
LIMESTONE BEDDING
4000 PSI CONC. PAD
#4 BARS AT 6" O.C.
(EACH WAY)
8"
NEENAH FOUNDRY R-3501-L1A
INLET FOR ROLL TYPE CURB
#4 BARS AT 6" O.C.
DE
PT
H
VA
RI
ES
15"-24"
SEE NOTE
TOP OF CURB
3'-11 4"
1'-10"
6"
TYP
4"81
2"
1'-0"GUTTERLINE
C L
4000 PSI PRECAST
CONCRETE BOX
CROSS DRAIN PIPE
(IF PRESENT)
MAIN DRAIN PIPE
COMPACTED CRUSHED
LIMESTONE BEDDING
8"
TY
P
8"
TYP
GUTTER LINE AT
CATCH BASIN
3/4" EXPANSION
MATERIAL
TOP OF CURB
#4 BARS
4"
VARIES
OUTSIDE WALL OF CATCH BASIN
3/4" EXPANSION JOINT
NEENAH FOUNDRY R-3501-L1A INLET
FOR ROLL TYPE CURB
#4 BARS AT 6" O.C.
(EACH WAY)
#4 BARS AT 6" O.C.
(EACH WAY)
1/2" WEB (TYP)
1' -0
1'-0"
COMB. CURB
& GUTTER
ASPHALT
PAVEMENT
4000 PSI CAST-IN-PLACE CONC.
TOP WITH INTEGRAL CURB
CAST-IN-PLACE CONCRETE
TOP WITH INTEGRAL CURB
GROUND
61 4" 81 2"
4000 PSI CAST-IN-PLACE CONCRETE
TOP WITH INTEGRAL CURB
GROUT BENCH
4000 PSI CONC. PAD
CATCH BASIN PLAN (DOUBLE)
NOT TO SCALE
CATCH BASIN ELEVATION (DOUBLE)
NOT TO SCALE
7'-3"
6" 8" 4'-11"
6'-3"
8"
TY
P
NEENAH FOUNDRY
R-3501-L1A INLET FOR
ROLL TYPE CURB
PAVEMENT
THICKNESS
3/4" EXPANSION
MATERIAL
#4 BARS
#4 BARS AT 6" O.C.
(EACH WAY)
4000 PSI PRECAST
CONCRETE BOX
#4 BARS
8" 6"
4" 61 4"
81 2"
#4 BARS AT 6" O.C.
(EACH WAY)
1/2" WEB (TYP)
1' -0
1'-0"
#4 BARS AT 6" O.C.
(EACH WAY)
NOTE:
PROVIDE LADDER IN ALL
CATCH BASINS 4'-0" DEEP
AND OVER
COMPACTED CRUSHED
LIMESTONE BEDDING
8"
ROLL-TYPE CURB
TOP OF CURB
OUTSIDE WALL OF CATCH BASIN
3/4" EXPANSION JOINT
NEENAH FOUNDRY R-3501-L1A INLET
FOR ROLL TYPE CURB
CAST-IN-PLACE CONCRETE
TOP WITH INTEGRAL CURB
COMB. CURB
& GUTTER
ASPHALT
PAVEMENT
3/4" EXPANSION
MATERIAL
4000 PSI CAST-IN-PLACE CONC.
TOP WITH INTEGRAL CURB
4000 PSI CONC. PAD
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
ACM LMR
JANUARY 7, 2026
Bid Set
128 NORTHPARK BLVD.,
COVINGTON, LA 70433
ALAL
Engineering
PRINCIPPRINCIP
UTILITY DETAILS
CU-202
NOTE: STRUCTURE DIMENSIONS ARE NOMINAL AND SHALL BE
ADJUSTED FOR EXISTING PIPE GEOMETRY. SEE NOTES ON CU-102.
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PRIME CONSULTANT
2.
1.
0.
9.
9.
9.2
9.989
0.989 1.989
2.9
EXISTING
UTILITY POLE
OE
EXISTING UTILITLY POLE
OE
OE
OE
OE
END IRON ROD FENCE
MULTI PURPOSE
A-100
PUBLIC
MALE
A-103
UTILITIES
A-102
IT ROOM
A-101
PUBLIC
FEMALE
A-104
STAFF FEMALE
A-107
WASH BAY
B-100
STAFF MALE
A-106
VESTIBULE
BW-117MA-103-1 A-104-1
B-101
CG-1
FE
FE
FE
CL
E
E
T
T
TP
Ex. Rolled Curb(Typ.)
Ex. Rolled Curb(Typ.)
Ex. Curb
Ex. Curb
Planter
Planter
E x.
E d g e o f
P a ve m en t
E x.
E d g e o f
C o n cr et e
E d g e o f P a ve m en t
E d g e o f P a ve m en t
Sign withGravel Mulch
8" Headwall
Ex. 8" HeadwallEx.
Conc.DrainageStructure
Concrete DrainageStructure
Ex. StoneColumn
Stone Column &
Ex.
Conc.Pad
Conc.
Pad
Ex. Conc. Pad/4.5'x4.5'Water Valve Pit
Ex.
Conc.
Pad
Conc.
Pad
Ex.
Conc.
Pad
Ex.
Conc.
PadConc. Pad
Ex. Concrete Drive
Ex. Asphalt Drive
E x.
E d g e o f A sp h a lt
E x.
E d g e o f
C o n cr et e
Ex. Asphalt Drive
Ex A sp ha lt D ri ve
Ex. Gravel Drive
Ex. Gravel Drive
Asphalt Drive
E x.
E d g e o f
A sp h a lt
E x.
E d g e o f C o n c
E x.
E d g e o f A sp h a lt
E x.
E d g e o f
C o n c
Ex. Edge of Asphalt
Ex. Edge of Conc.
Ex.
ConcreteDrainageStructure
Ex.
Conc.
Pad
Ir o n
Fe n ce
Ir o n
Fe n ce
Ex. 8' ChainlinkFence
Ex. 5' Iron Fence
Ex W ir e
Fe nc e
Ex. 8' ChainlinkFence
Ex. 8' ChainlinkFence
E x.
A sp h a lt
D rive
Conc.
Pad
8" Wall8" Wall
Asphalt Drive
Conc. Pad
Edge of Pvmt.
Edge of Conc.
Ex.
As pha lt D rive Ex.
Ed ge of Gra vel
Conc.DrainageStructure
Gr av el
Gravel Gr av el
12"x12"Steel Column(Typ. both sides)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Ex. 4"x4" WoodPost (Typ.)
Inv. 6"
CPP=917.50
Inv. 6"
CPP=904.55
Ex.
Conc.Pads
D an vi lle
R oa d- St at e
R ou te
Ex. Conc.Pad/Flag Pole
Ex. 3"Yellowwood
Ex. 3" Tree Ex. 3"
Tree
Ex. 3" Tree
Ex. 3"Tree
Ex. 3"Tree Ex. 24"Yew
Ex. 4"White Oak
Ex. 2"White Oak
Ex. 5"White Oak
Ex. 5"White Oak
Ex. 3"White Oak Ex. 4"White Oak Ex. 2"White Oak
Ex. 9" Pin Oak Ex. 10"Pin Oak
Ex. 10"Pin Oak
Ex. 10"Pin Oak
Ex. 8" Pin Oak
Ex. 8" Maple
Ex. 12" Maple
Ex. 12" Maple
Ex. 7" Maple
Ex. 5" Tree
Ex. 5" Maple
Ex. 5" Oak
Ex. 6" Maple
Ex. 14" Tree
Ex. 8" Tree
Ex. 3" PersianParrotia
Ex.
2'X2' Elec.
Box
Ex. 7" Maple
Ex. 10" Maple
Ex. 4"Dogwood
Ex. 9" Maple
Ex. 8" Maple
Ex. 7"Sugar Maple
Ex. 3"Yellowwood
Ex. 3"Yellowwood Ex. 3"Yellowwood Ex. 3"Yellowwood
Ex. 3" Persian Parrotia
Ex. 3" Persian Parrotia
Ex.
3"
Persian Parrotia
Ex. 3" Persian Parrotia
Ex. 3" Persian Parrotia
Ex. 8" Maple
Ex. 8" Maple
-5
Ex. 6' Chain Link
Ex. 6' Chain Link
Ex. 24"Yew Ex. 24"Yew Ex. 24"Yew Ex. 24"Yew Ex. 24"Yew Ex. 24"Yew
IPC-
Ransdell No.
For AlignmentPurposes Only (Typ.)
Ex. Rolled Curb(Typ.)
Ex. Rolled Curb(Typ.)
CommittalShelter
R W
S h o w n
P er
K en tu ck y Tr a n sp o rt a ti o n
C a b in et
P la n s fo r U .S
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C o n d it io n s S u rv ey b y A n d er so n
E n g in ee ri n g o f M in n es o ta
LL
C
For Alignment Purposes Only (Typ.)
For A lignm ent P urposes O nly (Typ.)
Per Site Personnel, Waterline is 2' North of Curb Line
Per Site Personnel, Ex. Waterline is 2' North of Curb Line
Ex W at er lin e by O th er s
Driv e "
A"
D rive "B"
Entrance Drive
Drive "A"
Entrance Drive
Approx. Location based on
1997 Expansion Drawings
A pp ro x.
L oc at io n ba se d on E xp an si on
D ra w in gs
App rox
. L oca tion ba sed on
Imp rov em ent
Pla ns
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Lo c a ti o n b a se d o n
Im p ro ve m e n t P la n s
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. Lo cat ion bas ed on
9 I mp rov em ent
Pla ns
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
REPLACE EXISTING MURDOCK
FLOWER HYDRANTS.
#1
#2
#3
#4
#5
#6
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 2022, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Correct FCA Deficiencies
CAMP NELSON NATIONAL CEMETERY
833CM3030
NWG
JANUARY 7, 2026
Bid Set
NOTES
NOT TO SCALE
KEY
CE
R T
I F I E D I R R I G A T
IONC O M M E R C I A L G O L F C O U R S E
M I C H A E L G . T E M P L E
002932 D E S I G N E R
0 50' 100' 200' 300'
1. LOCATE ALL EXISTING IRRIGATION COMPONENTS AT SITE BEFORE
STARTING CONSTRUCTION.
2. REPLACE AND/OR REPAIR ANY EXISTING IRRIGATION DAMAGED
DURING NEW CONSTRUCTION.
3. REFER TO LI-200 SERIES SHEETS FOR IRRIGATION INSTALLATION
AROUND POND
4. REFER TO LI-300 SERIES SHEETS FOR INSTALLATION DETAILS.
IRRIGATION PLAN
FLOWER WATERING
STATION REPLACEMENT
LI-100
GENERAL DESCRIPTION:
ALL FLOWER WATER STATIONS ARE CONNECTED TO THE EXISTING DOMESTIC POTABLE WATER LINE.
EXISTING MURDOCK FLOWER WATER STATIONS HYDRANTS TO BE REPLACED WITH NEW FLOWER WATERING
STATIONS. TO BE INSTALLED AS PER INSTALLATION DETAIL, LI-300.
SEE SHEET LI-200
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
AutoCAD SHX Text P
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AutoCAD SHX Text L
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AutoCAD SHX Text H
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AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text W.Ch.
AutoCAD SHX Text W.Ch.
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text Syc
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text K
AutoCAD SHX Text H
AutoCAD SHX Text I
AutoCAD SHX Text J
AutoCAD SHX Text O
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text
MC
AutoCAD SHX Text
%%UAS-BUILT
AutoCAD SHX Text Added 156 L.F. of Ornamental Iron
AutoCAD SHX Text Fence, per Amendment No. 10.
AutoCAD SHX Text
AutoCAD SHX Text 892.17
AutoCAD SHX Text
1"TREE
AutoCAD SHX Text
AutoCAD SHX Text 891.80
AutoCAD SHX Text
1"TREE
AutoCAD SHX Text
AutoCAD SHX Text 891.67
AutoCAD SHX Text
1"TREE
AutoCAD SHX Text
AutoCAD SHX Text 925.81
AutoCAD SHX Text
10"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 919.12
AutoCAD SHX Text
10"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 906.16
AutoCAD SHX Text
10"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 908.14
AutoCAD SHX Text
10"OAK
AutoCAD SHX Text
AutoCAD SHX Text 906.93
AutoCAD SHX Text
10"OAK
AutoCAD SHX Text
AutoCAD SHX Text 919.88
AutoCAD SHX Text
10"PINE
AutoCAD SHX Text
AutoCAD SHX Text 931.48
AutoCAD SHX Text
10"PINOAK
AutoCAD SHX Text
AutoCAD SHX Text 931.92
AutoCAD SHX Text
10"PINOAK
AutoCAD SHX Text
AutoCAD SHX Text 930.48
AutoCAD SHX Text
10"PINOAK
AutoCAD SHX Text
AutoCAD SHX Text 922.40
AutoCAD SHX Text
12"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 922.30
AutoCAD SHX Text
12"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 902.26
AutoCAD SHX Text
12"TREETWIN
AutoCAD SHX Text
AutoCAD SHX Text 907.68
AutoCAD SHX Text
14"POP
AutoCAD SHX Text
AutoCAD SHX Text 903.14
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
AutoCAD SHX Text 905.29
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 903.25
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 892.71
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 892.54
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 893.54
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 894.31
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 895.21
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 896.74
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 899.11
AutoCAD SHX Text
2"TREE
AutoCAD SHX Text
AutoCAD SHX Text 928.94
AutoCAD SHX Text
2"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 926.75
AutoCAD SHX Text
2"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 910.58
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 911.75
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 912.69
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 913.72
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 914.82
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 915.64
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 916.44
AutoCAD SHX Text
2_BSH
AutoCAD SHX Text
AutoCAD SHX Text 905.56
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 902.54
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 901.11
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 899.92
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 899.41
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 898.70
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 897.79
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 895.80
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 893.99
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 893.74
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 892.94
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 892.73
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 892.12
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 891.65
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 891.80
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 908.90
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 904.61
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 904.67
AutoCAD SHX Text
3"TREE
AutoCAD SHX Text
AutoCAD SHX Text 927.83
AutoCAD SHX Text
3"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 930.14
AutoCAD SHX Text
3"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 902.87
AutoCAD SHX Text
4"CRABAPPLE
AutoCAD SHX Text
AutoCAD SHX Text 903.58
AutoCAD SHX Text
4"CRABAPPLE
AutoCAD SHX Text
AutoCAD SHX Text 904.62
AutoCAD SHX Text
4"CRABAPPLE
AutoCAD SHX Text
AutoCAD SHX Text 906.99
AutoCAD SHX Text
4"CRA
AutoCAD SHX Text
AutoCAD SHX Text 903.67
AutoCAD SHX Text
4"HOLLY
AutoCAD SHX Text
AutoCAD SHX Text 904.44
AutoCAD SHX Text
4"HOLLY
AutoCAD SHX Text
AutoCAD SHX Text 907.36
AutoCAD SHX Text
4"TREE
AutoCAD SHX Text
AutoCAD SHX Text 931.06
AutoCAD SHX Text
4"TREE
AutoCAD SHX Text
AutoCAD SHX Text 912.25
AutoCAD SHX Text
4"TREE
AutoCAD SHX Text
AutoCAD SHX Text 905.67
AutoCAD SHX Text
4"TREE
AutoCAD SHX Text
AutoCAD SHX Text 919.25
AutoCAD SHX Text
4"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 930.12
AutoCAD SHX Text
4"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 929.52
AutoCAD SHX Text
4"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 922.36
AutoCAD SHX Text
4"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 908.63
AutoCAD SHX Text
5"CRABAPPLE
AutoCAD SHX Text
AutoCAD SHX Text 912.00
AutoCAD SHX Text
5"HOLLY
AutoCAD SHX Text
AutoCAD SHX Text 911.88
AutoCAD SHX Text
5"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 904.96
AutoCAD SHX Text
5"OAK
AutoCAD SHX Text
AutoCAD SHX Text 914.13
AutoCAD SHX Text
5"OAK
AutoCAD SHX Text
AutoCAD SHX Text 912.71
AutoCAD SHX Text
5"OAK
AutoCAD SHX Text
AutoCAD SHX Text 906.67
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
AutoCAD SHX Text 906.42
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
AutoCAD SHX Text 906.52
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
AutoCAD SHX Text 928.05
AutoCAD SHX Text
5"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 929.04
AutoCAD SHX Text
5"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 930.84
AutoCAD SHX Text
5"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 930.55
AutoCAD SHX Text
5"WHITEOAK
AutoCAD SHX Text
AutoCAD SHX Text 916.20
AutoCAD SHX Text
6"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 901.74
AutoCAD SHX Text
6"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 906.23
AutoCAD SHX Text
6"OAK
AutoCAD SHX Text
AutoCAD SHX Text 901.07
AutoCAD SHX Text
6"OAK
AutoCAD SHX Text
AutoCAD SHX Text 918.86
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 906.64
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 908.15
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 903.10
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 905.31
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 905.54
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 905.62
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 905.61
AutoCAD SHX Text
6"PINE
AutoCAD SHX Text
AutoCAD SHX Text 899.14
AutoCAD SHX Text
6"POPLAR
AutoCAD SHX Text
AutoCAD SHX Text 928.59
AutoCAD SHX Text
7"MAP
AutoCAD SHX Text
AutoCAD SHX Text 920.06
AutoCAD SHX Text
7"MAP
AutoCAD SHX Text
AutoCAD SHX Text 913.24
AutoCAD SHX Text
7"MAP
AutoCAD SHX Text
AutoCAD SHX Text 919.40
AutoCAD SHX Text
7"MAP
AutoCAD SHX Text
AutoCAD SHX Text 926.31
AutoCAD SHX Text
7"OAK
AutoCAD SHX Text
AutoCAD SHX Text 902.83
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 902.79
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 919.06
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 924.57
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 922.12
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 921.96
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 901.07
AutoCAD SHX Text
8"MAPLE
AutoCAD SHX Text
AutoCAD SHX Text 914.41
AutoCAD SHX Text
8"OAK
AutoCAD SHX Text
AutoCAD SHX Text 928.11
AutoCAD SHX Text
8"OAK
AutoCAD SHX Text
AutoCAD SHX Text 900.41
AutoCAD SHX Text
8"PINE
AutoCAD SHX Text
AutoCAD SHX Text 931.71
AutoCAD SHX Text
8"PINOAK
AutoCAD SHX Text
AutoCAD SHX Text 921.32
AutoCAD SHX Text
8"TREE
AutoCAD SHX Text
AutoCAD SHX Text 928.96
AutoCAD SHX Text
9"MAP
AutoCAD SHX Text
AutoCAD SHX Text 930.52
AutoCAD SHX Text
9"PINOAK
AutoCAD SHX Text
AutoCAD SHX Text 921.42
AutoCAD SHX Text
9"WAL
AutoCAD SHX Text
AutoCAD SHX Text 906.76
AutoCAD SHX Text
BLD+7
AutoCAD SHX Text
AutoCAD SHX Text 906.62
AutoCAD SHX Text
BLD
AutoCAD SHX Text
AutoCAD SHX Text 906.68
AutoCAD SHX Text
BLD-7
AutoCAD SHX Text
AutoCAD SHX Text 931.03
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.99
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.95
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.90
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.84
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.75
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.63
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 930.50
AutoCAD SHX Text
BOL/1_
AutoCAD SHX Text
AutoCAD SHX Text 906.89
AutoCAD SHX Text 7_
AutoCAD SHX Text
AutoCAD SHX Text 906.74
AutoCAD SHX Text 7_
AutoCAD SHX Text
AutoCAD SHX Text 906.71
AutoCAD SHX Text 7_
AutoCAD SHX Text
AutoCAD SHX Text 906.83
AutoCAD SHX Text 7_
AutoCAD SHX Text
AutoCAD SHX Text 889.34
AutoCAD SHX Text
BWL+7/8"
AutoCAD SHX Text
AutoCAD SHX Text 891.18
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 891.19
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 889.58
AutoCAD SHX Text
BWL-7/8"
AutoCAD SHX Text
AutoCAD SHX Text 908.78
AutoCAD SHX Text
BWL+7/18"
AutoCAD SHX Text
AutoCAD SHX Text 909.56
AutoCAD SHX Text
BWL/18"
AutoCAD SHX Text
AutoCAD SHX Text 909.68
AutoCAD SHX Text
BWL/18"
AutoCAD SHX Text
AutoCAD SHX Text 909.91
AutoCAD SHX Text
BWL/18"
AutoCAD SHX Text
AutoCAD SHX Text 909.91
AutoCAD SHX Text
BWL-7/18"
AutoCAD SHX Text
AutoCAD SHX Text 904.05
AutoCAD SHX Text
EC1-7 BWL+7/8"
AutoCAD SHX Text
AutoCAD SHX Text 905.67
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 905.68
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.33
AutoCAD SHX Text
BWL+7/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.69
AutoCAD SHX Text
BWL PC/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.67
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.75
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.76
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.73
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.75
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.75
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.72
AutoCAD SHX Text
BWL/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.75
AutoCAD SHX Text
BWL PT/8"
AutoCAD SHX Text
AutoCAD SHX Text 906.29
AutoCAD SHX Text
BWL-7/8"
AutoCAD SHX Text
AutoCAD SHX Text 891.40
AutoCAD SHX Text
CB2X2 CURB CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text 891.45
AutoCAD SHX Text
CB2X2 CURB CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text 891.36
AutoCAD SHX Text
CB2X2 CURB CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text 891.43
AutoCAD SHX Text
CB2X2 CURB CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text 894.61
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 903.85
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 910.21
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 931.15
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 930.80
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 930.56
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 924.83
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 920.84
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 921.90
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 918.45
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 923.71
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 915.78
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 917.39
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 912.63
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 914.94
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 906.27
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 902.96
AutoCAD SHX Text
CM
AutoCAD SHX Text
AutoCAD SHX Text 898.63
AutoCAD SHX Text
CM/BROKE
AutoCAD SHX Text
AutoCAD SHX Text 906.60
AutoCAD SHX Text
EBX/2X2
AutoCAD SHX Text
AutoCAD SHX Text 929.81
AutoCAD SHX Text
EBX/2X2
AutoCAD SHX Text
AutoCAD SHX Text 895.95
AutoCAD SHX Text
EGRV+7
AutoCAD SHX Text
AutoCAD SHX Text 896.52
AutoCAD SHX Text
EGRV
AutoCAD SHX Text
AutoCAD SHX Text 896.88
AutoCAD SHX Text
EGRV
AutoCAD SHX Text
AutoCAD SHX Text 896.43
AutoCAD SHX Text
EGRV-7 CLO
AutoCAD SHX Text
AutoCAD SHX Text 906.48
AutoCAD SHX Text
EGRV+7
AutoCAD SHX Text
AutoCAD SHX Text 906.60
AutoCAD SHX Text
EGRV
AutoCAD SHX Text
AutoCAD SHX Text 906.63
AutoCAD SHX Text
EGRV PLNT+7
AutoCAD SHX Text
AutoCAD SHX Text 906.74
AutoCAD SHX Text
EGRV-7
AutoCAD SHX Text
AutoCAD SHX Text 906.63
AutoCAD SHX Text
EGRV+7
AutoCAD SHX Text
AutoCAD SHX Text 906.57
AutoCAD SHX Text
EGRV
AutoCAD SHX Text
AutoCAD SHX Text 906.42
AutoCAD SHX Text
EGRV-7
AutoCAD SHX Text
AutoCAD SHX Text 910.96
AutoCAD SHX Text
EGRV1+7
AutoCAD SHX Text
AutoCAD SHX Text 906.97
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 901.36
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.89
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.34
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.80
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.90
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.86
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 900.13
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 898.97
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 894.77
AutoCAD SHX Text
EGRV1
AutoCAD SHX Text
AutoCAD SHX Text 891.50
AutoCAD SHX Text
EGRV1-7
AutoCAD SHX Text
AutoCAD SHX Text 910.25
AutoCAD SHX Text
EGRV2+7
AutoCAD SHX Text
AutoCAD SHX Text 905.74
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 901.79
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 900.99
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 900.71
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 901.00
AutoCAD SHX Text
EGRV2 PC
AutoCAD SHX Text
AutoCAD SHX Text 901.27
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 902.08
AutoCAD SHX Text
EGRV2 PT
AutoCAD SHX Text
AutoCAD SHX Text 905.42
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 908.65
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 911.60
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 913.80
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 916.04
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 917.69
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 918.81
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 919.13
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 918.99
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 918.57
AutoCAD SHX Text
EGRV2-7
AutoCAD SHX Text
AutoCAD SHX Text 917.36
AutoCAD SHX Text
EGRV2+7
AutoCAD SHX Text
AutoCAD SHX Text 917.94
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 918.14
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 917.99
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 917.33
AutoCAD SHX Text
EGRV2
AutoCAD SHX Text
AutoCAD SHX Text 914.96
AutoCAD SHX Text
EGRV2
Aut…
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