Amendment 0001 Updated Drawings_0001.pdf
PDF 15 MB Posted
- Attached to
- Construction Services for Sewer Line System Repair Federal contract opportunity
- Solicitation number
- 140P2020R0024
About this file
The documents provide details for a federal construction services solicitation and the associated project at Mammoth Cave National Park. The solicitation seeks construction services for repairs to the park's sewer line system. Work includes replacing and rehabilitating gravity sewer lines, manholes, cleanouts, and other system components across multiple areas within the park as indicated on the engineering drawings. The project aims to address issues across approximately 28 miles of sewer infrastructure serving park facilities. The National Park Service is the contracting agency managing the project through its National Office.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B09_Q and A_Amend0003_140P2020R0024.pdf | ||
| Sol_140P2020R0024_Amd_0003.pdf | ||
| B09_Sol 140P2020R0024 SF30 Amd 0003.pdf | ||
| B09_Geotech Report_Amend3.pdf | ||
| E15_Deliverables_LmtOnSubconRpt.xlsx | XLSX spreadsheet | |
| B09_Drawing E2_Amend3.pdf | ||
| B09_CLIN Sched_Amend3.pdf | ||
| MACA 246490 O and M List_0002.pdf | ||
| Sol_140P2020R0024_Amd_0002.pdf | ||
| Sol 140P2020R0024 SF30 Amd 0002_0002.pdf | ||
| MACA 246490 Submittal List_0002.pdf | ||
| Sol 140P2020R0024 SF30 Amd 0001_0002.pdf |
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
For the best experience, open this PDF portfolio in
Acrobat X or Adobe Reader X, or later.
Get Adobe Reader Now!
http://www.adobe.com/go/reader
F
M
AutoCAD SHX Text
D
Y
H
WV
MH72
"A"
"B"
"C"
~ASPHALT~
~CONC~
B-7
~GRASS~
4" CPP
26" ASH
CP 16
TRENCH DRAIN RIM: 740.27' INV OUT: 738.62'
CONCRETE FLUME
CP 226
~CANOPY~
TRENCH DRAIN
SEE SHEET C11 C11 FOR CONTINUATION
KEYNOTES 1. CONNECT EXISTING 8" PVC PIPE TO CONNECT EXISTING 8" PVC PIPE TO NEW MANHOLE, SEE DETAIL 5/C42C42
EXISTING GRADE
SCALE OF FEET
HORIZ
VERT
MATCHLINE STA 14+50 - SEE SHEET C16C16
LINE F PLAN
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
TITLE OF SHEET
GRAVITY SEWER
REPLACEMENT PLAN
AND PROFILE - LINE F
147,386
27A
KW
AS
05-29-2020
MAMMOTH CAVE NATIONAL PARK
246490
C17
MH21
MH18E
MH218
24" CED
20" CED
22" CED
28" CED
30" ASH
9" DOG
20" ASH
15" CED
28" ASH
16" CED
CO
FFE: 736.37
8" PVC
FFE: 736.38
B-17
B-21
B-22
18" STP
UNKNOWN DRAINAGE STRUCTURE (NO INLETS OR OUTLETS)
WATER METER PIT
CP 11
CP 10
12" CED
SEE SHEET C24 C24 FOR CONTINUATION
SEE SHEET C16 C16 FOR CONTINUATION
KEYNOTES 1. CONNECT NEW 8" PIPE TO CONNECT NEW 8" PIPE TO EXISTING HOTEL COTTAGE LIFT STATION WET WELL, SEE DETAIL 7/C42C42
MATCHLINE STA 5+00 - SEE SHEET C20C20
LINE H PLAN
AND PROFILE - LINE H
29A
C19
SHEET INDEX
AND LEGEND
2A
G1
CONTOURS
SLOPES AND BATTERS
I
36+00
37+00
1+00
2+00
38+00
39+00
STATION LABELING SHOULD BE PLACED ON THE RIGHT SIDE OF
ALIGNMENTS, WHENEVER POSSIBLE, RELATIVE TO THE DIRECTION
OF INCREASING STATIONING, OFTEN REFERRED TO AS THE CONSTRUCTION
LAYOUT DIRECTION OF AN ALIGNMENT, SEE ABOVE ROAD EXAMPLE.
REFERENCE TO DIRECTION LEFT OR RIGHT OF A PARTICULAR ALIGNMENT
STATIONING
OTHER SYMBOLS
TREE SYMBOLS
TREES/SHRUBS (VARIOUS SPECIES)
EXISTING CONTOURS
CONTROL POINT BORING LOCATION ARCHAEOLOGICAL AREA WETLANDS AREA WATERS OF THE U.S. PAVEMENT REMOVAL AREA UTILITIES TO BE ABANDONED STRUCTURE REMOVAL AND REPLACEMENT LIMITS OF CONSTRUCTION
EXPRESS SLOPES AND BATTERS AS THE RATIO OF THE HORIZONTAL RUN TO THE VERTICAL RISE. (FOR EXAMPLE: 2:1)
SITE WORK SYMBOLS
S
DETAIL AND SECTION CALLOUTS
X
CX
FROM SHEET
ON SHEET
DETAIL OR SECTION
ON SHEET
DETAIL OR SECTION
X
DRAWING INDEX
NO.
DESCRIPTION
1A
G0
COVER SHEET
2A
G1
SHEET INDEX AND LEGEND
3A
G2
GRAVITY SEWER KEY MAP PLAN
G3
FORCE MAIN KEY MAP PLAN
5A
G4
CONTROL MONUMENT PLAN
6A
G5
CONTRACTOR STAGING, ACCESS AND TRAILER LOCATION PLAN
7A
G6
GRAVITY SEWER MANHOLE TABLES
8A
G7
GRAVITY SEWER MANHOLE AND CLEANOUT TABLES
G8
GRAVITY SEWER PIPES TABLE
X1
SANITARY SEWER ABANDONMENT PLAN
11A
C1
GRAVITY SYSTEM MONITORING LOCATION PLAN
C2
ARVV REMOVAL, REPLACEMENT AND MONITORING PLAN
C3
C4
C5
C6
17A
C7
SANITARY MANHOLE REHABILITATION PLAN
C8
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE A
C9
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINES A AND B
C10
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE A
C11
FORCE MAIN PLAN AND PROFILE - LINE C
C12
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE D
C13
C14
C15
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE E
26A
C16
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE F
27A
C17
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE F
C18
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE G
29A
C19
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE H
30A
C20
31A
C21
32A
C22
33A
C23
34A
C24
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE I
C25
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE J
C26
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINES K AND L
C27
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE M
C28
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINES N AND O
C29
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE P
C30
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE Q
C31
C32
C33
C34
C35
C36
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE R
C37
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE R
C38
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE S
C39
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE T AND W
C40
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINE U
C41
GRAVITY SEWER REPLACEMENT PLAN AND PROFILE - LINES U AND V
C42
CIVIL MANHOLE, CONNECTION AND CLEANOUT DETAILS
C43
MANHOLE DETAILS
C44
CIVIL MISCELLANEOUS DETALS
C45
CIVIL EROSION CONTROL DETAILS
C46
MACA AIR RELEASE VALVE VAULT DETAILS
C47
INLINE GRINDER MANHOLE AND LIFT STATION REHABILITATION DETAILS
C48
EMPLOYEE LIFT STATION DETAILS
C49
MANHOLE AND ARVV MONITORING DETAILS
C50
GRINDER PUMP STATION DETAILS
C51
SINKHOLE TREATMENT DETAILS
DRAWING INDEX
NO.
DESCRIPTION
CE1
SEDIMENT AND EROSION CONTROL PLAN - AREA 1
CE2
SEDIMENT AND EROSION CONTROL PLAN - AREA 2
CE3
SEDIMENT AND EROSION CONTROL PLAN - AREA 3
CE4
SEDIMENT AND EROSION CONTROL PLAN - AREA 4
CE5
SEDIMENT AND EROSION CONTROL PLAN - AREA 5
CE6
SEDIMENT AND EROSION CONTROL PLAN - AREA 6
CE7
SEDIMENT AND EROSION CONTROL PLAN - AREA 7
CE8
SEDIMENT AND EROSION CONTROL PLAN - AREA 8
CE9
SEDIMENT AND EROSION CONTROL PLAN - AREA 9
E1
ELECTRICAL SITE PLAN
E2
ELECTRICAL DETAILS
EXISTING WATER LINE EXISTING COMMUNICATIONS LINE EXISTING UNDERGROUND TELECOMMUNICATIONS LINE EXISTING OVERHEAD ELECTRIC LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING SANITARY SEWER WITH DIAMETER OF PIPE NEW SANITARY SEWER WITH DIAMETER OF PIPE EXISTING STORM SEWER WITH DIAMETER OF PIPE EXISTING FORCE MAIN
6"
6"
12"
LS
EXISTING SANITARY SEWER MANHOLE NEW SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING AIR RELEASE VALVE VAULT (ARVV) NEW AIR RELEASE VALVE VAULT (ARVV) EXISTING LIFT STATION EXISTING LIGHT POLES EXISTING ELECTRICAL MANHOLE/JUNCTION BOX EXISTING STORM SEWER MANHOLE EXISTING COMMUNICATIONS BOX EXISTING CLEANOUT NEW CLEANOUT
UTILITY SYMBOLS
UTILITY LINE SYMBOLS
CP ###
B-#
MH22
8" SYC
15" HIC
12" OAK
11" OAK
12" HIC
11" CED
6" CED
11" ASH
9" CED
10" CED
11" HIC
14" ASH
18" ASH
6" ELM
6" OAK
10" MAP
9" MAP
7" OAK
17" ASH
11" MAP
7" MAP
16" ASH
8" ELM
10" ELM
6" DOG
4" ELM
20" POP
9" ELM
18" OAK
8" HIC
12" MAP
9" HIC
7" DEAD
16" OAK
6" LOC
26" OAK
14" MAP
10" OAK
19" HIC
7" ELM
8" MAP
6" ASH
10" HIC
12" ASH
11" ELM
20" DEAD
18" CED
36" DEAD OAK
18" DEAD ELM
40" OAK
6" DEAD
19" CED
17" CED
14" DEAD
7" HACK
17" SYC
B-25
CP 3334
CP 3585
DI-13
15" ASH
CP 235
TERMINATION UNKNOWN
SEE SHEET C25 C25 FOR CONTINUATION
MATCHLINE STA 5+00 - SEE SHEET C19C19
MATCHLINE STA 10+00 - SEE SHEET C21C21
30A
C20
15" CMP INV "A": 762.39' INV "B": 761.70'
18" CMP INV: 760.72'
MH24
MH?
MH25AA
16" POP
6" HIC
10" ASH
12" BEC
24" OAK
9" CER
6" HACK
20" BEC
7" BEC
6" MAP
14" OAK
15" BLK
7" HIC
16" ELM
6" HAW
22" OAK
FFE: 763.05
DECK
SIGN/ STOP
SIGN/ CAMPSITE 91-111
POST/ LOT 91
B-26
B-27
E.O.P.
12" RED
CP 3830
CP 4239
CP 4300
AC UNIT
8" CER
18" CMP
12" HDPE
12" CMP
24" HDPE
15" HDPE INV: 743.98'
DI-17
24" HDPE INV: 744.20'
ABANDONED ANCHOR
GATE POST
MH25
"D"
ST-5
ST-7
DI-15
15" HDPE
18" HDPE
POST/ LOT 93
ELEVATED WOODEN BOARDWALK
FLAG POLE
SPEED BUMP
DI-14
ST-6
SPEED BUMP
STORMWATER FILTER
12" ELM
12" CMP INV: 757.97'
STEPS
CP 236
DUMP STATION
SEE SHEET C26 C26 FOR CONTINUATION
SEE SHEET C26 C26 FOR CONTINUATION
SEE SHEET C28 C28 FOR CONTINUATION
SEE SHEET C27 C27 FOR CONTINUATION
KEYNOTES 1. REMOVE, SALVAGE, AND REPLACE GATE POSTS REMOVE, SALVAGE, AND REPLACE GATE POSTS (INCIDENTAL). 2. DROP MANHOLE, SEE DETAIL 2/C43.DROP MANHOLE, SEE DETAIL 2/C43.C43..
CONTRACTOR TO VERIFY UNKNOWN END
MATCHLINE STA 10+00 - SEE SHEET C20C20
31A
C21
MATCHLINE STA 15+00 - SEE SHEET C22C22
6" TREE
30" OAK
16" HIC
15" OAK
9" BEC
8" OAK
9" OAK
16" MAP
15" BEC
20" OAK
12" CMP INV "A": 764.71' INV "B": 763.82'
MH26
SIGN/ MAP
SIGN/ CAMPSITE 54-90
PERVIOUS PAVERS
WOODEN FENCE
12" CMP INV "A": 764.46' INV "B": 764.25'
SIGN/ RECYCLE
34" STP
32" STP
15" STP
CP 4966
CP 5130
CP 5297
765.36
765.73
765.59
764.47
UNDERGROUND WATERLINE
SIGN/ KEEP CLEAN
B-28
SEE SHEET C28 C28 FOR CONTINUATION
KEYNOTES 1. REMOVE, SALVAGE, AND REPLACE GATE POSTS REMOVE, SALVAGE, AND REPLACE GATE POSTS (INCIDENTAL). 2. REMOVE, SALVAGE, AND REPLACE SIGNS REMOVE, SALVAGE, AND REPLACE SIGNS (INCIDENTAL). 3. REMOVE, SALVAGE, AND REPLACE WOODEN REMOVE, SALVAGE, AND REPLACE WOODEN FENCE (INCIDENTAL).
32A
C22
MATCHLINE STA 15+00 - SEE SHEET C21C21
MATCHLINE STA 19+00 - SEE SHEET C23C23
14" POP
12" SYC
10" MUB
6" BEC
8" ASH
30" POP
MH27
MH27A (CO)
~CRUSHED STONE~
PICNIC TABLE
FIRE PIT
BOULDERS
CANOPY
WOODEN POST
POST W/ ELEC OULET
SIGN/ CAMPSITE 11-54
4" PVC
B-29
B-30
16" STP
20" STP
12" STP
CP 5128
CP 5129
CP 221
RESTROOM
WATER METER BOX
766.88
FFE: 768.98
UNDERGROUND ELECTRIC
BLDG 51
SEE SHEET C29 C29 FOR CONTINUATION
KEYNOTES 1. REPLACE EXISTING CLEANOUT WITH NEW REPLACE EXISTING CLEANOUT WITH NEW CLEANOUT, SEE DETAIL 6/C42. CONTRACTOR C42. CONTRACTOR . CONTRACTOR TO FIELD VERIFY EXISTING BUILDING SERVICE ELEVATION PRIOR TO CONSTRUCTION OF SERVICE LATERAL. 2. PROTECT OR REMOVE AND REPLACE WATER PROTECT OR REMOVE AND REPLACE WATER LINE (INCIDENTAL). 3. REMOVE, SALVAGE, AND REPLACE BOULDERS REMOVE, SALVAGE, AND REPLACE BOULDERS (INCIDENTAL). 4. PROTECT OR REMOVE, SALVAGE, AND REPLACE PROTECT OR REMOVE, SALVAGE, AND REPLACE CRUSHED STONE (INCIDENTAL).
33A
C23
MATCHLINE STA 19+00 - SEE SHEET C22C22
HOTEL COTTAGE LIFT STATION
MH18F
MH18G
MH18H
MH18I
8" HACK
19" OAK
21" OAK
18" MAP
20" 4 PRONG MAP
FFE: 736.02
FFE: 735.15
FFE: 734.62
FFE: 735.37
FFE: 736.11
FFE: 737.23
B-20
B-19
CP 3512
CP 3429
CP 3339
6" BLK
6" RED
SEE SHEET C19 C19 FOR CONTINUATION
SEE SHEET C16 FOR FOR CONTINUATION
KEYNOTES 1. REPLACE EXISTING CLEANOUT WITH NEW REPLACE EXISTING CLEANOUT WITH NEW CLEANOUT, SEE DETAIL 6/C42. CONTRACTOR C42. CONTRACTOR . CONTRACTOR TO FIELD VERIFY EXISTING BUILDING SERVICE ELEVATION PRIOR TO CONSTRUCTION OF SERVICE LATERAL. 2. CONNECT 6" SERVICE PIPE TO 8" MAIN PIPE, CONNECT 6" SERVICE PIPE TO 8" MAIN PIPE, SEE DETAIL 4/C42C42
LINE I PLAN
AND PROFILE - LINE I
34A
C24
FM
MATCHLINE - SEE SHEET C38C38
MATCHLINE - SEE SHEET C38C38
GV
MH72b
MH PT X
MH73
MH74
MH75
MH85
MH86
MH87
MH38B
MH38
15" DBL SYC
HOTEL COTTAGE LIFT STATION
12" PVC INV "A": 756.60' INV "B": 756.26'
15" CMP INV "A": 762.39' INV "B": 761.70'
18" CMP INV: 760.72'
12" PVC INV "A": 754.09' INV "B": 753.89'
MH72A
MH72
MH213
MH212
MH211B
MH211
MH63
MH65
MH66
MH68A
MH18D
MH18C
MH18J
MH20
MH22
MH24
MH?
MH25A
MH25AA
MH23
MH22A
MH21
MH18E
MH218
MH18F
MH18G
MH18H
MH18I
MH68C
MH??
MH211A
MH70
MH69
MH68
8" CLAY
MH67
MH38
MH38A
MH38F
18" HIC
14" BLK
20" SYC
28" OAK
18" DBL ASH
16" BEC
18" POP
24" ASH
14" DBL MAP
22" PINE
6" TRIP DOG
8" LOC
12" LOC
6" POP
32" MAP
36" OAK
20" SYC
26" FORKED SYC
14" POP
12" SYC
9" ASH
9" BLK
6" DEAD CED
17" OAK
13" OAK
24" BEC
14" ELM
15" MAP
25" OAK
20" BEC
7" BEC
15" BLK
16" ELM
4" ELM
7" DEAD
20" DEAD
30" CED
16" HACK
54" OAK
21" CED
26" CED
36" DEAD OAK
18" DEAD ELM
40" OAK
28" CED
14" RED
21" ASH
20" ELM
7" ASH
21" BLK
8" HAW
24" DBL POP
19" OAK
21" OAK
20" 4 PRONG MAP
7" HACK
17" SYC
8" TWIN MAP
7" ASH
8" TWIN MAP
15" ELM
16" WINGED ELM
11" BLACK GUM
15" BLACK GUM
13" ASH
7" DOG
11" DEAD
25" HIC
15" ELM
24" HIC
28" OAK
8" CED
10" HAW
24" MAP
17" HIC
14" HACK
24" DEAD
18" HIC
17" POP
22" ASH
10" HACK
14" HIC
19" MAP
20" MAP
26" FORCKED HACK
16" TRIP TREE
8" TRIP TREE
8" FORKED TREE
8" TREE
16" TREE
14" CED
12" HACK
6" HONEY LOCUST
8" HAW
10" HACK
MH40
MH41
MH42
MH43
8" DEAD
22" HIC
14" DEAD MAPLE
14" HACK
8" LOC
18" SYC
22" MAP
FFE: 736.02
FFE: 735.15
FFE: 734.62
FFE: 735.37
FFE: 736.11
FFE: 737.23
12" CMP INV "A": 764.71' INV "B": 763.82'
MH25B
MH26
MH27
MH27A (CO)
MHDS INV "B" BOTTOM OF STRUCTURE: 747.06'
GT2
MH37
MH36
MH35
MH39
36" FORKED OAK
8" PRS
7" CED
8" POP
12" DBL ELM
10" CER
10" DEAD
6" DEAD LOC
10" LOC
12" DEAD
MH44
MH45
PROPANE TANK ON CONCRETE PAD
7" DOG
24" BEC
MH46
MH45E
MH45A
MH45B
FFE: 763.05
FFE: 771.78
FFE: 771.87
FFE: 769.97
FFE: 779.01
FFE: 765.31
36" FORKED OAK
6" RED
FFE: 755.75
15" HDP INV "A": 774.71' INV "B": 773.75'
SIGN/ ENVIRONMENTAL
MH38E
"E"
KENNEL
FFE: 738.14
BOULDERS
SIGN/TRAIL MAP
SIGN/ CAMPSITE 54-90
WOODEN POST
POST W/ ELEC OULET
SIGN/ CAMPSITE 11-54
POST/ LOT 94
SIGN/ CAMPSITE 91-111
12" CMP INV "A": 764.46' INV "B": 764.25'
MH81
MH80A
MH80
MH79
MH77
MH78
MH79A
MH79B
MH81A
MH82
MH82A
MH83
MH84
6" PVC
"E"
8" TREE
16" DEAD OAK
8" BEC
22" POP
9" HAW
6" PRS
16" SYC
6" BOE
16" TREE
8" DEAD ASH
12" BOE
14" DEAD MAP
14" ELM
18" DEAD
14" CED
FFE: 740.59
FFE: 742.87
FFE: 740.47
FFE: 741.90
FFE: 744.61
FFE: 748.32
FFE: 746.32
FFE: 749.66
FFE: 746.75
FFE: 747.30
FFE: 752.10
FFE: 747.77
FFE: 755.01
FFE: 748.83
FFE: 743.30
FFE: 746.70
FFE: 747.29
FFE: 752.08
FFE: 747.73
FFE: 754.91
PARKING SIGN
SIGN/PICNIC AREA
ELECTRICAL BOX ON CONCRETE PAD
~VISITOR CENTER PARKING~
~VISITOR CENTER PARKING~
B-1
B-2
B-3
B-4
B-5
B-6
CP 218
CP 217
CP 216
CP 215
CP 213
CP 214
CP 212
CP 209
CP 211
CP 6
CP 210
CP 5
CP 4
CP 3
CURB & GUTTER (TYP.)
CURB & GUTTER (TYP.)
DI-1
DI-2
DI-3
DI-4
DI-5
DI-6
DI-7
POST/ LOT 91
8" DOG
15" TRIP TREE
12" DBL TREE
15" PINE
6" SYC
6" SYC
~PARKING LOT~
FFE: 785.88
FFE: 787.28
FFE: 787.41
MH47
MH47A
MH47D
FFE: 789.93
FFE: 788.24
FFE: 789.72
PROPANE TANK CONCRETE PAD
24" POP
FFE: 785.29
MH47AA
MH49
4" PVC FORCEMAIN
MH47C
MH47F
B-15
B-14
B-7
B-9
B-12
B-11
B-16
B-20
B-21
B-19
B-22
B-23
B-25
B-26
B-27
B-29
B-30
B-31
B-32
B-33
B-36
B-37
B-38
B-39
B-40
B-41
B-44
B-42
B-43
B-24
B-13
FFE: 741.25
FFE: 741.04
FFE: 741.04
FFE: 741.07
TRAIL SIGN
SIGN/ TRAIL MAP
ELEVATED WOODEN BOARDWALK
FFE: 760.55
FFE COOLER: 761.16
FFE: 725.66
SUNSET POINT LIFT STATION
GREAT RELIEF HALL LIFT STATION TOP OF STRUCTURE: 759.63' BOTTOM OF STRUCTURE: 753.08' INV OUT: 754.38' 6" PVC
EMPLOYEE LIFT STATION
4" CPP
TRENCH DRAIN
6" CLAY
6" DI
MH47B
MH48
B-45
B-46
B-47
POLES WITH WEATHER INSTRUMENTS
26" MAP
26" ASH
MH47E
24" STP
26" STP
34" STP
12" STP
EMPTY UNDERGROUND VAULT
CP 3000
CP 3150
CP 11
CP 10
CP 3334
CP 3587
CP 3512
CP 3429
CP 3339
CP 3585
CP 3830
CP 4239
CP 4671
CP 4299
CP 4873
CP 4300
CP 4966
CP 5130
CP 5128
CP 5129
CP 221
CP 202
CP 201
CP 14
CP 203
CP 204
CP 206
CP 205
CP 207
CP 13
CP 200
CP 12
CP 15
CP 16
CP 219
CP 17
CP 8
CP 220
CP 222
CP 223
CP 224
CP 225
CP 6308
CP 5787
CP 5786
CP 6004
CP 6127
CP 6291
CP 5630
CP 5628
CP 6362
CP 6363
CP 6658
CP 6657
CP 6763
CP 227
CP 229
CP 230
CP 231
CP 228
CP 232
CP 233
CP 234
CP 6858
B-35
TRANSFORMER ON CONCRETE PAD
18" CMP INV "A": 752.33' TERMINATION UNKNOWN
18" CMP INV "A": 775.67'
24" CMP INV "A": 760.86' INV "B": 758.79'
FFE: 793.94
FFE: 794.28
FFE: 797.45
10" PINE
12" PINE
16" PINE
10" DOG
20" PINE
3 PRONG DOG
24" HDPE
15" HDPE INV: 743.98'
DI-17
DI-18 RIM: 761.96'
CP 4472
12" CMP INV: 753.53'
24" HDPE INV: 744.20'
ABANDONED ANCHOR
FLAG POLE
4 PRONG MAP
18" ELM
10" SNAG
15" PINE
18" BLK
14" PINE
12" PINE
10" PINE
26" MAP
14" DEAD PINE
9" CER SNAG
3 PRONG
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .