W912PP25R0017 WATER INFRASTRUCTURE TO PEC AND RSC SOLICITATION DRAWINGS.pdf
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- Solicitation number
- W912PP25R0017
About this file
These are solicitation drawings for a water infrastructure project at Melrose Air Force Range (MAFR) in Curry County, New Mexico. The U.S. Army Corps of Engineers Albuquerque District is seeking to construct water infrastructure connecting the Permanent Exercise Complex (PEC) and Range Support Complex (RSC), with a comprehensive design including a new well (G-2), filtration building, water lines, storage tanks, and associated utility connections. The project involves installing approximately 4-inch PVC water lines totaling over 60 linear stations, a 20,000-gallon finished water storage tank, a filtration building with multi-stage treatment equipment, leach field, septic system, and service lines to existing facilities.
Key technical components include abandoning an existing well, installing a new well G-2 with a weatherproof pump control panel, constructing a filtration building with booster pumps, water softener and multi-media filtration skids, and establishing utility connections to existing buildings. The project incorporates bid option elements like electrical conduits for future SCADA system integration and includes detailed civil, structural, mechanical, electrical, and plumbing plans. The solicitation drawings are marked "Not for Construction" and dated March 2025, with the project number PXLY150460 and solicitation number W912PP25R0017, indicating this is a design-bid-build procurement for infrastructure improvement at the Melrose Air Force Range.
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CONTRACT NO.:
ISSUE DATE:
ALBUQUERQUE DISTRICT
MELROSE AIR FORCE RANGE, CURRY COUNTY, NM
WATER INFRASTRUCTURE TO PEC AND RSC
PROJECT NUMBER - PXLY150460
W912PP-25-R-0017
W912PP-25-C-XXXX
MARCH 2025
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US Army Corps of Engineers ®
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND
APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED.
CHIEF, DESIGN BRANCH
THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS
ALBUQUERQUE DISTRICT. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF GOVERNMENT INDIVIDUALS APPEAR ON THESE PROJECT
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED
BY ER 1110-1-8152.
CHRIS A. VELASQUEZ, PE
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
CECILIA V. HORNER, PE
SUBMITTED:
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SHEET ID
G-001
G-002
G-003
GENERAL
DESCRIPTION
COVER SHEET
INDEX OF DRAWINGS, ABBREVIATIONS, GENERAL LEGEND
AND GENERAL NOTES
PROJECT LOCATION AND VICINITY MAP
SHEET ID
C-001
C-101
C-102
CD101
CS101
CF101
CU101
CU102
CU103
CU104
CU105
CU106
CU107
CU108
CU109
CU110
CU111
CU112
CU113
CU114
CU115
CU116
C-501
C-502
C-503
C-504
C-505
C-506
C-507
C-508
C-509
CIVIL
SHEET ID
A-101
A-102
A-201
A-202
A-601
ARCHITECTURAL
SHEET ID
S-001
S-002
S-110
S-310
S-510
S-610
S-620
STRUCTURAL
DESCRIPTION
CIVIL GENERAL LEGEND, NOTES AND SYMBOLOGY
SITE AREA PLAN - WELL G-2 AND WELL G-1
SITE AREA PLAN - PEC AND RSC
DEMOLITION AND REMOVAL PLANS
SITE PLAN - FILTRATION BUILDING
FILTRATION PLAN
PLAN AND PROFILE - 4" WATER LINE FROM WELL G-2 STA. 0+00 TO STA. 8+00
PLAN AND PROFILE - 4" WATER LINE FROM WELL G-2 STA. 8+00 TO POE
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 0+00 TO
STA. 9+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 9+00 TO
STA. 18+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 18+00 TO
STA. 27+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 27+00 TO
STA. 36+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 36+00 TO
STA. 45+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 45+00 TO
STA. 54+00
PLAN AND PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 54+00 TO
STA. POE
PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 0+00 TO STA. 9+00
PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 9+00 TO STA. 18+00
PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 18+00 TO STA. 27+00
PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 27+00 TO STA. 36+00
PLAN AND PROFILE - 4" WATER LINE TO RSC STA. 36+00 TO POE
UTILITY PLAN - PEC SERVICE LINES AND CONNECTIONS
UTILITY PLAN - LEACH FIELD
DETAILS - BURIED WATERLINE
DETAILS - WATERLINE VALVES
DETAILS - VALVE VAULT AND DISTRIBUTION MANIFOLD
DETAILS - WELL G-2
DETAILS - STEEL STORAGE TANK
DETAILS - TANK CONNECTIONS
DETAILS - FILTRATION EQUIPMENT
DETAILS - LEACH FILED
DETAILS - LIQUID ONLY SEPTIC TANK
DESCRIPTION
FLOOR AND REFLECTED CEILING PLANS
ROOF PLAN AND DETAILS
BUILDING ELEVATIONS
BUILDING SECTION AND WALL SECTIONS
DOOR AND PAINT SCHEDULE AND DETAILS
DESCRIPTION
STRUCTURAL GENERAL NOTES
STRUCTURAL GENERAL NOTES AND
ABBREVIATIONS
FOUNDATION AND SLAB-ON-GRADE PLAN
FOUNDATION SECTIONS
TYPICAL CONCRETE DETAILS
FOOTING AND PEDESTAL SCHEDULES
GROSS C&C WIND PRESSURE DIAGRAM
SHEET ID
M-001
M-101
M-501
M-502
M-601
MK-001
MK-101
MK-601
MECHANICAL
DESCRIPTION
MECHANICAL GENERAL NOTES AND SYMBOLS
MECHANICAL PLAN
HVAC DETAILS I
HVAC DETAILS II
MECHANICAL EQUIPMENT SCHEDULES
INSTRUMENTATION GENERAL NOTES AND
SYMBOLS
VALVE VAULT INSTRUMENTATION PLAN
CONTROL SCHEDULES
SHEET ID
E-001
ES-101
ES-102
ES-103
ES-501
EG-101
EG-501
EL-101
EP-101
EP-601
EP-602
ELECTRICAL
DESCRIPTION
ELECTRICAL KEY PLAN
ELECTRICAL SITE PLAN - FILTRATION BUILDING
ELECTRICAL SITE PLAN - WELL G-2
ELECTRICAL SITE PLAN - WELL G-1
ELECTRICAL SITE DETAILS
FILTRATION BUILDING LIGHTNING PROTECTION PLAN
LIGHTNING PROTECTION DETAILS
FILTRATION BUILDING LIGHTING PLAN
FILTRATION BUILDING POWER PLAN
POWER ONE-LINE DIAGRAMS
PANEL SCHEDULES
SHEET ID
P-001
P-101
P-601
PLUMBING
DESCRIPTION
PLUMBING NOTES AND SYMBOLS
PLUMBING PLAN
PLUMBING EQUIPMENT SCHEDULES
INDEX OF SHEETS
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Dam Conchas
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Cochiti Dam
Dam
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Galisteo
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Santa Fe
Dam Santa Rosa
Santa Rosa
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Kirtland A.F.B.
Belen Ft. Sumner
Gallup
Vaughn Clovis Cannon A.F.B.
Roswell
Two Rivers Dam
Carrizozo
Socorro
Silver City
Lordsburg Las Cruces
Carlsbad
Hobbs
Clayton
El Paso
Pecos
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Holloman A.F.B.
Truth Or Consequences
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Melrose AFR
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NEW MEXICO
TEXAS
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MELROSE AIR FORCE RANGE (MAFR)
CANNON AIR
FORCE BASE
CLOVIS
PORTALES
MELROSE
PERMANENT EXERCISE
COMPLEX (PEC)
RANGE SUPPORT
COMPLEX (RSC)
N ROOSEVELT RD
ENTRY CONTROL
BUILDING 267
PROJECT
LOCATION
SCALE: NOT TO SCALE
PROJECT LOCATION MAPA1
NORTH
SCALE: NOT TO SCALE
VICINITY MAPA14
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PROPOSED HAUL ROUTE
4'' W PROPOSED WATERLINE
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CENTERLINE
OUTLINES OF PROPOSED
FEATURES
1. GENERAL NOTES ARE APPLICABLE TO ALL WORK UNLESS NOTED OTHERWISE.
2. DRAWINGS DEPICTED ARE BASED ON A PLOTTING AREA OF 22"x34" (ANSI D
SIZE). CONFIRM SCALE FOR DRAWINGS PLOTTED AT ALL OTHER DIMENSIONS.
3. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES, UNLESS NOTED
OTHERWISE. FOR CONDITIONS DEVIATING FROM THE "TYPICAL" AND NOT
SPECIFICALLY DETAILED ON THE PLANS, THE CONTRACTOR SHALL VERIFY
CONSTRUCTION DETAILS WITH THE CONTRACTING OFFICER.
4. THE LOCATION OF EXISTING UTILITIES, IF ANY, ARE APPROXIMATE AND HAVE
NOT BEEN INDEPENDENTLY VERIFIED BY THE CONTRACTING OFFICER OR
THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION AND ELEVATIONS OF ALL UTILITIES WITHIN THE CONSTRUCTION
ZONE, ALONG THE CONSTRUCTION ACCESS ROUTE AND IN THE STAGING
AREAS BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROTECT ALL
UTILITIES, AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO LOCATE AND
PRESERVE ANY AND ALL UTILITIES. CONTRACTOR SHALL COORDINATE WITH
UTILITY OWNERS AND OBTAIN ALL PERMITS NECESSARY TO WORK AROUND
EXISTING UTILITIES.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SIZES AND LOCATIONS OF
ALL EXISTING FACILITIES, UNDERGROUND UTILITIES, AND FEATURES TO REMAIN
BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE CONTRACTING
OFFICER OF ANY DISCREPANCIES.
6. PLANS SHOW APPROXIMATE LOCATIONS OF PIPES AND OTHER UTILITIES.
CONTRACTOR SHALL NOTIFY COR OF ANY CONFLICTS, IN WRITING, UPON
DISCOVERY. CONTRACTOR SHALL MARK EXACT LOCATION AND DEPTH OF
ENCOUNTERED UTILITIES ON AS-BUILT DRWAINGS
7. ANY EXISTING FEATURES NOT DESIGNATED TO BE REMOVED THAT IS
REMOVED OR DAMAGED DURING CONSTRUCTION CONSTRUCTION OPERATIONS
SHALL BE REPLACED TO THERE ORIGINAL CONDITION BY THE CONTRACTOR AT
NO EXPENSE TO THE GOVERNMENT.
8. THE CONTRACTOR SHALL RECORD THE CONDITION OF ACCESS AND HAUL
ROADS FOR THE PROJECT SITE PRIOR TO CONSTRUCTION. ALL EXISTING
ROADWAYS USED BY THE CONTRACTOR FOR THIS PROJECT SHALL BE
MAINTAINED THROUGHOUT THE DURATION OF THE CONTRACT. THE
CONTRACTOR SHALL RESTORE FEATURES DAMAGED DURING CONSTRUCTION
TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER UPON COMPLETION OF
CONSTRUCTION AND FINAL ACCEPTANCE. COSTS ASSOCIATED WITH THESE
REPAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE INCIDENTAL TO THE COST OF THE PROJECT.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF SURVEY
MARKERS SHOWN ON DRAWINGS. SURVEY MARKERS DESTROYED DURING
CONSTRUCTION SHALL BE REESTABLISHED BY A LICENSED LAND SURVEYOR IN
THE STATE OF NEW MEXICO AT THE CONTRACTORS EXPENSE. CONTRACTOR
SHALL PROVIDE THE CONTRACTING OFFICER WITH AT LEAST 48 HOURS
ADVANCE NOTICE PRIOR TO REPLACEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL
FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO
ALL WORK PERFORMED UNDER THIS CONTRACT.
11. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE CORPS OF
ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL (EM385-1-1 LATEST
VERSION).
12. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN DESCRIBING
METHODS TO SAFELY CONTROL TRAFFIC AND PUBLIC ROADWAYS IN AND
AROUND THE SITE.
13. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
FURNISHING AND MAINTAINING ALL WARNING SIGNS, DEVICES, AND FEATURES
NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE GENERAL PUBLIC
AND WORKERS AND TO PROVIDE FOR THE PROPER AND SAFE ROUTING OF
VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE
WORK.
14. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ADHERING TO ALL
PERMITS AS REQUIRED BY FEDERAL, STATE OR LOCAL REGULATIONS.
15. AREAS OF THE SITE DISTURBED BY CONSTRUCTION ACTIVITIES INCLUDING, BUT
NOT LIMITED TO TEMPORARY ACCESS ROADS, SHALL BE SEEDED IN
ACCORDANCE WITH THE SPECIFICATIONS.
16. TEMPORARY ACCESS ROADS CONSTRUCTED BY THE CONTRACTOR SHALL BE
REMOVED WHEN NO LONGER NEEDED OR AT THE END OF THE PROJECT.
17. EXCAVATED GRADES TO BE INSPECTED AND APPROVED BY THE CONTRACTING
OFFICER PRIOR TO PLACEMENT OF ANY FILL MATERIALS PER THE
SPECIFICATION.
18. ALL TEMPORARY EARTHWORK ASSOCIATED WITH THE CONSTRUCTION MUST
BE APPROVED BY THE CONTRACTING OFFICER.
19. ALL MATERIALS USED FOR CONSTRUCTION SHALL CONFORM TO THE MATERIAL
REQUIREMENTS OF THE SPECIFICATIONS AND BE COMPACTED TO THE IN
PLACE DENSITY REQUIRED BY THE SPECIFICATIONS.
20. DEBRIS, RUBBISH, SCRAP, AND OTHER NON-SALVAGEABLE MATERIALS
RESULTING FROM REMOVAL AND DEMOLITION SHALL BE DISPOSED OF IN
ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS TO AN OFF-SITE LANDFILL. LANDFILLS SHALL BE APPROVED BY
THE CONTRACTING OFFICER.
COMPACTED FILL
BEDDING MATERIAL
FINAL BACKFILL
CONCRETE
COMM COMM EXISTING
COMMUNICATIONS LINE
EXISTING CHAIN LINK FENCE
4'' W
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING WATERLINE
E E E EXISTING UNDERGROUND
ELECTICAL
EXISTING OVERHEAD ELETRICAL
EXISTING ROAD
CO
E
WELL
ST
C
EXISTING CLEANOUT
EXISTING SEPTIC TANK
EXISTING SIGN
EXISTING COMMUNICATIONS
MANHOLE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL POLE
WITH GUYING
EXISTING ELECTRICAL
MANHOLE
E EXISTING ELECTRICAL BOX
EXISTING WATER VALVE
EXISTING WELL
EXISTING LIGHT POLE
F F F EXISTING FIRE WATER LINE
EXISTING GUARDRAIL
EXISTING GROUND
EXISTING BUILDING
EXISTING CONCRETE
EXISTING RIPRAP
F F F PROPOSED 6" FIRE WATER
LINE
PROPOSED 4" DRAIN LINE
PROPOSED WATER VALVE
PROPOSED DRY HYDRANT
OHE OHE OHE
SCADA SCADA 4" ELECTRICAL CONDUIT FOR
FUTURE SCADA SYSTEM
PROPOSED COMBINATION
AIR VALVECAV
BLDG BUILDING
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
CIP CAST-IN-PLACE
CL CENTER LINE
CNR CORNER
CO CLEANOUT
CONC CONCRETE
CTR CENTER
CU FT CUBIC FEET
CU YD CUBIC YARDS
D DEGREE
DAT DATUM
DBL DOUBLE
DEMO DEMOLITION
DIA DIAMETER
DWG DRAWING
E EAST
EA EACH
EG EXISTING GROUND
EL ELEVATION - GRADE OR BUILDING
EXST EXISTING
FDTN FOUNDATION
FG FINISHED GRADE
FT FEET
GPM GALLONS PER MINUTE
HDPE HIGH DENSITY POLYETHYLENE
HORIZ HORIZONTAL
ID INSIDE DIAMETER
IN INCH
INV INVERT
L LENGTH
LONG LONGITUDINAL
MAX MAXIMUM
MED MEDIUM
MIN MINIMUM
MISC MISCELLANEOUS
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PED PEDESTAL
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POE POINT OF ENDING
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVG PAVING
PVT POINT OF VERTICAL TANGENCY
R RADIUS
RE: REFERENCE
S SOUTH
SCH SCHEDULE
STA STATION
TAN TANGENT
TO TOP OF
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TYP TYPICAL
VERT VERTICAL
VOL VOLUME
W WEST
XFMR TRANSFORMER
CIVIL SYMBOLS
CL CENTERLINE
SURVEY CONTROL BENCHMARK
WATER SURFACE
ELEVATION_____
X-XXX
X
X-XXX SCALE: 1"=20'-0"
SECTION/DETAIL/PROFLEX
SECTION OR DETAIL
IDENTIFICATION
GRID LOCATION WHERE THE
SECTION/DETAIL INDICATOR
IS FOUND ON THE SHEET
REFRENCE SHEET NO.
ON WHICH SECTION OR
DETAIL WAS CUT
REFERENCE SHEET NO.
ON WHICH SECTION OR
DETAIL IS DRAWN.
TITLE BLOCK LOCATION
IDENTIFIER
X
X-XXX
SECTION OR DETAIL
IDENTIFICATION
REFERENCE SHEET NO.
ON WHICH SECTION OR DETAIL
IS DRAWN
PROPOSED FEATURESEXISTING FEATURES
ABBREVIATIONS
GENERAL NOTES
BID OPTION FEATURES
NEW BUILDING
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
W
EL
L
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
CAV
CAV
5+
+0
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SCALE: 1"=200'
SITE AREA PLAN - WELL G-2 AND WELL G-1A1 400'0 200' N
O R
TH
CU10
CU10
CU103
CU104
CU105
CU106
CU107
CU108
EXISTING WELL G-2
TO BE ABANDONED
SEE PLAN G1/CD101
PROPOSED WELL G-2
LOCATION WITHIN 30'
OF EXISTING WELL
G-2 SEE DETAILS ON
SHEET C-504
PROPOSED 4" WATER LINE
FROM PROPOSED WELL G-2
SEE SHEETS CU101 AND CU102
EXISTING 13,000 GAL. TANK
TO BE REMOVED AND SALVAGED
SEE PLAN G9/CD101
EXISTING PUMP BUILDING
TO BE REMOVED
SEE PLAN G9/CD101
PROPOSED 4" WATER LINE
TO FILTRATION BUILDING SEE
SHEETS CU103 THRU CU109
W
EL
L R
O
AD
EXISTING WELL G-1
SEE PLAN G9/CD101
PROPOSED UTILITY VAULT
SEE DETAIL D1/C-503
EXISTING 4" WATER LINE
PROPOSED HAUL ROUTE
PROPOSED HAUL ROUTE
SURVEY CONTROL
BM1 SEE THIS SHEET
SURVEY CONTROL
POINT
NM83-EF
GRID
NORTHING
(USFT)
NM83-EF
GRID
EASTING
(USFT)
NAVD88
ELEVATION
(USFT)
DESCRIPTION
BM1 1217952.35 693017.95 4263.58 REBAR
BM2 1212531.31 691217.05 4314.98 REBAR
TOPOGRAPHICAL DATA SHOWN ON THESE PLANS WAS PERFORMED BY USACE
ALBUQUERQUE DISTRICT, DATE AUGUST 2022. DISTANCES SHOWN ON THESE
DRAWINGS ARE GRID DISTANCES. COORDINATES ARE REFERENCED TO THE NEW
MEXICO STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD83(2011), U.S.
SURVEY FEET. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988, NAVD88. NORTH IS GRID NORTH.
SURVEY DATA
M ic ro so ft Co rp or at io n
M ax ar
CN
ES
(2
2)
D ist rib ut io n
Ai rb us D
S
4'' W
4'' W
4'' W
4'' W
4'' W 4''
W 4'' W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
4'' W
4'' W
4'' W
4'' W
E
E
E
F F
4'' W
4'' W
4'' W
4'' W 4'' W
WW
CAV
CAV
F
F
F
F
F
F
FFFFFFFFFFFFFF
W
50+00
+0
60+00
5+00 10+00 15+00 20+00 25+00
30+00
35+00
FFF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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F
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J
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D B
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SCALE: 1"=200'
SITE AREA PLAN - PEC AND RSCA1 400'0 200' N
O R
TH
CU108
CU109
CU110
CU111 CU112
CU113
CU114
PROPOSED 4" WATER LINE
TO PROPOSED FILTRATION
BUILDING SEE SHEETS
CU103 THRU CU109
PROPOSED FILTRATION BUILDING
SEE SITE PLAN ON SHEET CS101
PERMANENT
EXERCISE COMPLEX
(PEC)
RANGE SUPPORT
COMPLEX (RSC)
PROPOSED 4" WATER LINE
TO RSC SEE SHEETS
CU110 THRU CU114
EXISTING 5,000 GAL. TANK
N ROOSEVELT ROAD
N ROOSEVELT ROAD
EXISTING 4" WATER LINE
EXISTING 90,000 GAL
WATER TANKS
PROPOSED 20,000 GAL. TANK
SEE SHEET C-505
PROPOSED HAUL ROUTE
TO SOIL WASTE DISPOSAL AREA
SEE ENLARGED K14 PLAN THIS SHEET
PROPOSED HAUL ROUTE
SCALE: NOT TO SCALE
ENLARGED PLAN - EXCESS WASTE SOIL DISPOSAL AREAK1
EXCESS WASTE SOIL
DISPOSAL LOCATION
PROPOSED LEACH FIELD
SEE SHEET CU116
PERMANENT EXERCISE
COMPLEX (PEC)
SURVEY CONTROL
BM2 SEE SHEET C-101
EXISTING 1,000 GAL. TANK
TO BE REMOVED AND SALVAGED
SEE PLAN A1/CD101
WELL
W
4'' W
PP#_
WELL
N: 1218673.30 E: 692012.86
CO ST ST ST ST COCO
COCO
OHE
OHEOHEOHEOHEOHEOHEOHE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
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SCALE: 1"=20'
DEMOLITION AND REMOVAL PLAN - EXISITNG WELL G-2G1 20' 40'0
SHEET KEYNOTES
1. EXISTING WELL G-2 SHALL BE ABANDONED FOLLOWING NM OFFICE OF THE
STATE ENGINEER PROCEDURES. CUT OFF WELL TO A DEPTH OF 4' BELOW
GRADE SO NO PIPING IS EXPOSED AT THE SURFACE. GROUT FILL WELL FROM
BOTTOM UPWARDS USING TREMIE PIPE. ABANDONMENT OF WELL SHALL
INCLUDE THE DEMOLITION AND REMOVAL OF CONCRETE COLLAR AND
ASSOCIATED ABOVE GROUND FEATURES. REMOVE AND SALVAGE
ELECTRICAL PANEL AND ANY ABOVE GROUND PIPING AND VALVES TO
MELROSE AIR FORCE RANGE (MAFR).
2. REMOVE AND SALVAGE EXISTING 13,000 GALLON HDPE STORAGE TANK TO
MAFR.
3. DEMOLISH AND REMOVE EXISTING CONCRETE PAD.
4. EXISTING PEMB BUILDING SHALL BE DEMOLISHED AND REMOVED. EXISTING
PUMPS, VALVES AND PIPE MANIFOLDS WITHIN BUILDING SHALL BE REMOVED
AND SALVAGED TO MAFR.
5. EXISTING 4" WATERLINE TO BE REMOVED TO ~5' FROM EXISTING WELL HEAD.
EXISTING VALVE SHALL SALVAGED TO MAFR.
6. EXISTING WELL G-1 TO REMAIN. EXISTING SUBMERSIBLE WELL PUMP SHALL
BE REMOVED AND SALVAGED TO MAFR.
7. EXISTING 4" WATER LINE TO FIRE TANKS. SEE SHEET CU-103 FOR REMOVAL
LIMITS.
8. EXISTING 1,000 GALLON INSULATED STORAGE TANK TO BE REMOVED AND
SALVAGED TO MAFR. PIPE OUTLET TO LATRINE BUILDING TO REMAIN FOR
FUTURE CONNECTION, SEE CU115.
NORTH
SCALE: 1"=10'
DEMOLITION AND REMOVAL PLAN - WELL G-1 TANK AND PUMP STATIONG9 10' 20'0
NORTH
SCALE: 1"=20'
DEMOLITION AND REMOVAL PLAN - PEC AREAA1 20' 40'0
NORTH
EXISTING
SANITARY
LATRINE
BUILDING
(#1015)
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W 4'' W
SCADA
SCADA
SCADA
SCADA
SCADA
SCADA
SCADA
SC
AD
A
4'' W 4'' W
4'' W
4'' W
4'' W
4'' W
SC
AD
A
SC
AD
A
SCADA
SCADA
SCADA
SCADA
SCADA
2'' W2'' W
2'' W 2'' W
2'' W 2'' W
W
CO
CO
CO
CO
OHEOHEOHEOHEOHEOHE
F F
WW
4' ' D
R
AI
N 4'
' D R
AI
N
4' ' D
R
AI
N 4'
' D R
AI
N
N: 1212308.90 E: 690866.74
N: 1212278.90 E: 690896.74
CENTER TANK
N: 1212287.93 E: 690915.66
FG=4320.63FG=4320.75
FG=4321.00 FG=4321.00
FG=4320.85
FG=4320.91
FG=4320.99
FG=4320.99
-5.00%
-5.00%
-5 .0
0%
-5 .0
4%
FG=4321.24 FG=4321.23
N: 1212278.90 E: 690866.74
N: 1212308.90 E: 690896.74
FG=4321.22FG=4321.24
TOS=4321.50
TOS=4321.50
TOS=4321.66
FG=4321.25
FG=4321.25
FG=4321.25
TOS=4321.66
TOS=4321.50
FG=4321.05
FG=4320.80
-5.00%
-2.
-5
.0 0%-5
.0 0%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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F
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SCALE: 1"=10'
SITE PLAN - FILTRATION BUILDINGA1 10' 20'0
1. SEE SHEET A-101 FOR FILTRATION BUILDING FLOOR PLAN.
2. SEE SHEET CF-101 FOR FILTRATION EQUIPMENT LAYOUT PLAN.
GENERAL NOTES
SHEET KEYNOTES
1. PROPOSED 4" WATER LINE TO FILTRATION BUILDING SEE SHEETS CU103
THROUGH CU-109.
2. PROPOSED 4" WATER LINE TO RSC SEE SHEETS CU110 THROUGH CU114.
3. PROPOSED 3" WATER LINE FROM FILTRATION SKID TO FINISHED STORAGE
TANK.
4. PROPOSED 2" SERVICE LINE FROM FILTRATION BUILDING TO EXISTING
LATRINE BUILDING SEE CU115.
5. PROPOSED 4" DRAIN LINE FROM FILTRATION BUILDING TO LIQUID ONLY
SEPTIC TANK.
6. PROPOSED 1-1/2" SERVICE LINE TO FILTRATION BUILDING SEE CU115.
7. PROPOSED DRY HYDRANT PER DETAIL H1/C-506.
8. PROPOSED 20,000 GALLON FINISHED STORAGE TANK AND CONCRETE PAD
SEE DETAIL A1/C-505.
9. PROPOSED LEACH FIELD AND LIQUID ONLY SEPTIC TANK SEE CU116.
10. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM.
NORTH
FILTRATION BUILDING
FF=4321.50
EXISTING
SANITARY
LATRINE
BUILDING
(#1015)
SA
N
SA
N
SA
N
SAN
SAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
G
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J
K
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M
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P
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BM
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D B
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C H
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D B
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D R
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D
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SCALE: 3"=1'
FILTRATION PLANA1
1. CENTERLINE OF ALL WATER PIPING WITHIN BUILDING SHALL BE AT LEAST 1'
ABOVE FLOOR. ALL PIPING SHALL BE SUPPORTED BY ADJUSTABLE TYPE "T"
STANCHIONS WITH SADDLE SUPPORT. UNSUPPORTED LENGTH SHALL BE NO
GREATER THAN 5'.
2. SEE SHEET C-508 FOR FILTRATION EQUIPMENT DETAILS.
3. REFER TO SPECIFICATIONS 46 30 00 AND 46 61 00 FOR FILTRATION
EQUIPMENT.
4. REFER TO SPECIFICATION 40 05 13 FOR LIQUID PROCESS PIPING
REQUIREMENTS.
GENERAL NOTES
N O
R
TH
20,000 GALLON
FINISHED WATER
STORAGE TANK
5.00'
WATER
SOFTENER
SKID
(FILTRATION
STAGE 2)
CL₂
FEED
SKID
PUMP SCHEDULE
PUMPS HP
VOLTAGE
(V)
PHASE AND
TYPE
OPERATING
POINT
(2)
BOOSTER
PUMPS
7.5 208
3 PHASE
MULTISTAGE
CENTRIFUGAL
90 GPM @ 63' OF
TOTAL DYNAMIC
HEAD
MULTI-MEDIA
FILTRATION SKID
(FILTRATION
STAGE 1)FILTRATION
ROOM
MECHANICAL
ROOM
SHEET KEYNOTES
1. 4" WATER LINE STUB OUT WITH GATE VALVE.
2. FILTER/SOFTENER DISCHARGE TO FLOOR SINK, SEE PLUMBING.
3. BLANK FLANGE FOR FUTURE CONNECTION
4. 4" WATER LINE TO RSC SEE SHEET CU110 FOR CONTINUATION.
5. 7.5 HP BOOSTER PUMPS TO RSC SEE PUMP SCHEDULE THIS SHEET.
6. 1-1/2" WATER SERVICE LINE SEE CU115 AND PLUMBING PLANS.
7. 4' FLOOR DRAIN DISCHARGE TO LEACH FIELD SEE SHEET CU116.
8. 4" WATER LINE FROM WELL G-1 SEE SHEETS CU103 THRU CU109.
9. 1" COMBINATION AIR VALVE PER DETAIL A14/C-507.
10. 4" MAGNETIC FLOW METER.
11. INSTALL TURBIDIMETER SENSOR DOWNSTREAM OF FILTRATION SYSTEM ON
EFFLUENT DISCHARGE LINE.
12. STATIC MIXER
13. DISINFECTION CHEMICAL FEED LINE, MIN. 3/4" DIA.
14. CL₂ ANALYZER AND PH METER.
15. SUBMERSIBLE TANK MIXER CONTROL PANEL.
16. TURBIDIMETER
17. FINISHED WATER LINE TO FINISHED STORAGE TANK.
18. 4" WATER LINE TO BOOSTER PUMPS.
19. SUBMERSIBLE TANK MIXER PER SPECIFICATION 46 30 00.
20. THROUGH TOP OF TANK FITTING AND TANK MIXER JUNCTION BOX.
21. VALVE CHAMBER AND INLET CONNECTION PER DETAIL C1/C-503.
22. DRY HYDRANT AND POST INDICATOR VALVE PER DETAIL H1/C-506.
23. TANK OUTLET CONNECTION PER H1/C-506.
24. 6"X6" TEE.
25. 6" GATE VALVE.
26. 6"X4" REDUCER.
27. TANK OUTLET CONNECTION PER DETAIL H13/C-506.
28. REMOVABLE BOLLARD PER DETAIL G15/C-504.
29. 4" CHECK VALVE.
30. 4" GATE VALVE.
31. 4" BYPASS GATE VALVE, NORMALLY CLOSED.
32. BOOSTER PUMP CONTROL PANEL.
33. PRESSURE GAUGE, SUCTION SIDE.
34. PRESSURE GAUGE, DISCHARGE SIDE.
35. SAMPLE TAP PER DETAIL F14/C-507.
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
PP#_
WELL
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
CAV
STA. 0+15.00
INSTALL:
1 - CAV STATION
PER G9/C-502
N: 1218641.10 E: 692052.07
POB: STA. 0+00.00
PROPOSED WELL G-2
SEE SHEET C-504
BEGIN 4" WATER LINE
N:1218650.06 E:692040.05
.5
.9
0+00
.0
.0
0+40
.4
.1
0+80
.1
.1
1+20
.4
.2
1+60
.6
.3
2+00
.0
.4
2+40
.3
.5
2+80
.6
.6
3+20
.6
.7
3+60
.9
.7
4+00
.1
.8
4+40
.1
.9
4+80
.2
.0
5+20
.9
.1
5+60
.0
.2
6+00
.8
.2
6+40
.6
.3
6+80
.5
.4
7+20
.4
.5
7+60
.2
.5
8+00
EXISTING GRADE @ CL
ST
A.
+1
5.
CAV
- C
AV
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TA
TI
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4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL
PROFILE - 4" WATER LINE FROM WELL G-2 STA. 0+00 TO STA. 8+00A1 0 5' 10'40' 80'0
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.
GENERAL NOTES
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE.
3. EXISTING WELL G-2 TO BE ABANDONED SEE PLAN G1/CD101.
4. PROPOSED WEATHERPROOF WELL PUMP CONTROL PANEL.
5. BID OPTION: 4" CHASE CONDUIT FOR FUTURE SCADA SYSTEM. SEE TYPICAL
TRENCH SECTION A9/C-501.
6. INSTALL FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL PER
DETAIL A14/C-504.
40' 80'0
NORTH
SCALE: 1"=40'
PLAN - 4" WATER LINE LINE FROM WELL G-2 G1
WELL ROAD
4'' W 4'' W 4'' W 4'' W 4'' W 4'' WSCADA SCADA SCADA SCADA SCADA SCADA SCADA8+00 9+00 10+00 11+00 11+34.18
4'' W
4'' W
4'' W
SC
AD
A
SC
AD
A
SC
AD
A
SC
AD
A
WELL
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
HE
O
HE
OHE
OHE
4'' W
4'' W
4'' W
4'' W
42654265
STA. 11+31.18
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1217978.73 E: 692949.17
STA. 11+19.99
HORZ. ∠: 025.18°
N: 1217980.96 E: 692938.20
POE: STA. 11+34.18
END 4" WATER LINE
VAULT CONNECTION
PER A1/C-503
N:1217978.13 E:692952.11
.2
.5
8+00
.4
.4
8+40
.0
.4
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.7
.3
9+20
.6
.3
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.5
.2
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.2
.2
10+40
.9
.1
10+80
.0
.1
11+20 11+40
EXISTING GRADE @ CL
CONNECTION TO VALVE
VAULT PER DETAIL A1/C-503
ST
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1+
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4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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40' 80'0
NORTH
SCALE: 1"=40'
PLAN - 4" WATER LINE FROM WELL G-2 G1
WELL ROAD
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE.
3. EXISTING WELL G-1 SUBMERSIBLE PUMP TO BE REMOVED, SALVAGED AND
REPLACED. WELL PUMP REPLACEMENT SHALL BE IN ACCORDANCE WITH
SPECIFICATION 33 11 13. NEW WELL PUMP SHALL BE EQUIPPED WITH
VARIABLE FREQUENCY DRIVE AND POST MOUNTED WEATHER PROOF
CONTROL PANEL.
4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.
5. BID OPTION: 4" CHASE CONDUIT FOR FUTURE SCADA SYSTEM. SEE TYPICAL
TRENCH SECTION A9/C-501.
1 2
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.
GENERAL NOTES
4' ' W
4' ' W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
0+00
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
W
EL
L
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
STA. 0+03.00
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1217970.63 E: 692952.36
STA. 0+21.94
HORZ. ∠: 045.00°
N: 1217952.08
E: 692948.58 STA. 0+50.82
HORZ. ∠: 039.61°
N: 1217936.14 E: 692924.50
POB: STA. 0+00.00
VAULT CONNECTION
PER A1/C-503
BEGIN 4" WATER LINE
N:1217973.57 E:692952.95
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
SC
AD
A
SC
AD
A
.0
.1
0+00
.9
.2
0+40
.5
.3
0+80
.6
.5
1+20
.9
.8
1+60
.1
.2
2+00
.7
.6
2+40
.5
.1
2+80
.1
.7
3+20
.9
.4
3+60
.9
.2
4+00
.8
.9
4+40
.1
.7
4+80
.7
.4
5+20
.2
.1
5+60
.1
.7
6+00
.5
.4
6+40
.0
.0
6+80
.2
.5
7+20
.8
.1
7+60
.3
.6
8+00
.7
.1
8+40
.2
.5
8+80
.3
.8
9+00
EXISTING GRADE @ CL
CONNECTION TO VALVE
VAULT PER DETAIL A1/C-503
STA. 0+03.00
1 - GATE VALVE ASSEMBLY
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL
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40' 80'0
N O
R
TH
SCALE: 1"=40'
PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.
5. INSTALL - 45 LF OF 4" WATER LINE AND CONNECT TO EXISTING 4" WATERLINE.
6. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
7. INSTALL - FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL
BETWEEN WELL HEAD AND UTILITY VAULT PER DETAIL A14/C-504.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
.3
.8
9+00
.5
.0
9+20
.0
.4
9+60
.3
.7
10+00
.7
.1
10+40
.2
.4
10+80
.5
.7
11+20
.9
.1
11+60
.2
.4
12+00
.4
.7
12+40
.5
.0
12+80
.8
.3
13+20
.9
.5
13+60
.0
.6
14+00
.2
.7
14+40
.4
.9
14+80
.6
.0
15+20
.7
.1
15+60
.6
.2
16+00
.0
.4
16+40
.3
.7
16+80
.9
.0
17+20
.5
.4
17+60
.9
.8
18+00
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
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B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
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AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
R D
STST ST
ST
A.
+0
T O
S
TA
. 1 8+
4"
W
AT
ER
L
IN
E
TO
F
IL
TR
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N B
U
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D
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PL
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N D
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IN
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S
- N
O T
FO
R
C O
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ST
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M
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C H
L
IN
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ST
A.
8+
SE
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SH
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M
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+0
- S
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S H
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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL
PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 9+00 TO STA. 18+00A1 0 5' 10'40' 80'0
40' 80'0
N O
R
TH
SCALE: 1"=40'
PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
CAV
STA. 26+40.00
INSTALL:
1 - CAV STATION
PER G9/C-502
N: 1215458.73 E: 692171.96
STA. 25+00.00
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1215592.68 E: 692212.65
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
.9
.8
18+00
.5
.0
18+40
.6
.1
18+80
.9
.1
19+20
.9
.1
19+60
.6
.1
20+00
.4
.1
20+40
.0
.1
20+80
.8
.1
21+20
.1
.4
21+60
.2
.7
22+00
.7
.2
22+40
.4
.7
22+80
.0
.2
23+20
.5
.7
23+60
.1
.2
24+00
.3
.6
24+40
.7
.0
24+80
.0
.4
25+20
.7
.8
25+60
.8
.1
26+00
.2
.4
26+40
.7
.8
26+80
.9
.9
27+00
EXISTING GRADE @ CL
ST
A.
6+
.0
CAV
- C
AV
S
TA
TI
O N
ST
A.
5+
.0
- G
AT
E
VA
LV
E
AS
SE
M
BL
Y
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
R D
STST ST
ST
A.
8+
T O
S
TA
. 2 7+
4"
W
AT
ER
L
IN
E
TO
F
IL
TR
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N B
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PL
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M
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C H
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7+
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M
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8+
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SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL
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40' 80'0
N O
R
TH
SCALE: 1"=40'
PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
.9
.9
27+00
.0
.0
27+20
.1
.3
27+60
.5
.6
28+00
.9
.0
28+40
.2
.5
28+80
.8
.1
29+20
.1
.7
29+60
.7
.4
30+00
.6
.0
30+40
.2
.6
30+80
.9
.3
31+20
.4
.9
31+60
.9
.5
32+00
.4
.8
32+40
.5
.9
32+80
.4
.0
33+20
.4
.0
33+60
.4
.0
34+00
.4
.0
34+40
.4
.0
34+80
.6
.0
35+20
.6
.0
35+60
.6
.0
36+00
EXISTING GRADE @ CL
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
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D B
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SHEET ID
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7+
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40' 80'0
N O
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SCALE: 1"=40'
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SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE.
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
.6
.0
36+00
.5
.0
36+40
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.2
36+80
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37+20
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.2
37+60
.4
.9
38+00
.2
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38+40
.0
.2
38+80
.8
.9
39+20
.4
.6
39+60
.9
.3
40+00
.4
.0
40+40
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40+80
.6
.3
41+20
.4
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41+60
.0
.2
42+00
.3
.5
42+40
.5
.6
42+80
.9
.6
43+20
.4
.7
43+60
.4
.8
44+00
.5
.0
44+40
.0
.2
44+80
.4
.4
45+00
EXISTING GRADE @ CL
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
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40' 80'0
N O
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TH
SCALE: 1"=40'
PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1
SHEET KEYNOTES
1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE.
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL CONDIUT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
CAV
STA. 50+00.00
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1213200.61 E: 691486.04
STA. 52+80.00
INSTALL:
1 - CAV STATION
PER G9/C-502
N: 1212932.69 E: 691404.66
SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA
.4
.4
45+00
.7
.5
45+20
.0
.9
45+60
.5
.3
46+00
.1
.7
46+40
.2
.1
46+80
.2
.4
47+20
.8
.5
47+60
.6
.5
48+00
.6
.5
48+40
.5
.8
48+80
.2
.5
49+20
.1
.3
49+60
.1
.1
50+00
.1
.0
50+40
.7
.8
50+80
.6
.6
51+20
.4
.5
51+60
.6
.2
52+00
.2
.9
52+40
.4
.5
52+80
.9
.0
53+20
.0
.4
53+60
.1
.7
54+00
EXISTING GRADE @ CL
ST
A.
2+
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4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.
2. PROPOSED HAUL ROUTE.
3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'
INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE
IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL FOR FUTURE SCADA SYSTEM. SEE TYPICAL
TRENCH SECTION A9/C-501.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
4'' W
4'' W
4'' W 4'' W
4'' W 4'' W
4'' W 4'' W
4'' W 4'' W
4'' W 4'' W
61+52.57
54+00
55+00
56+00 57+00
58+00 59+00
60+00 61+00
4' ' W
4' ' W
4' ' W
4' ' W
4'' W
4'' W
4'' W
2'' W
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OHE
OHE
OHE
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OH
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C O
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4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' W
4'' DRAIN
STA. 61+33.05
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1212328.42 E: 690873.74
STA. 54+40.31
HORZ. ∠: 045.00°
N: 1212779.31 E: 691358.06
STA. 54+61.31
HORZ. ∠: 022.50°
N: 1212769.42 E: 691339.54
STA. 55+77.62
HORZ. ∠: 044.86°
N: 1212758.06 E: 691223.78
POE: STA. 61+52.57
END 4" WATER LINE
N:1212308.90 E:690873.74
STA. 61+27.54
HORZ. ∠: 039.53°
N: 1212333.93 E: 690873.74
SCADA
SCADA
SC
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SC
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.1
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54+00
.9
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54+40
.2
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54+80
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55+20
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55+60
.4
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56+00
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56+40
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56+80
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57+20
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57+60
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59+20
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59+60
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60+00
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.1
60+40
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60+80
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.3
61+20 61+60
EXISTING GRADE @ CL
PENETRATE THOUGH BUILDING
FOUNDATION AND CONNECTION
TO FILTRATION SKID
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4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR
THE NEW WATERLINE.
4. BID OPTION: 4" ELECTRICAL CONDUIT FOR FUTURE SCADA SYSTEM. SEE
TYPICAL TRENCH SECTION A9/C-501.
5. REMOVE AND REINSTALL CHAIN LINK FENCE AS REQUIRED.
1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER
SPECIFICATION 32 92 19.
2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL
SPECIFICATION 33 11 00.
3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT
DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .
4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE
ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.
4'' W
4'' W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W
4'' W
2'' W
2'' W
C O
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4'' DRAIN
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STA. 0+13.22
INTSTALL:
1 - SERVICE TAP
PER B9/C-502
STA. 0+17.22
INSTALL:
1 - GATE VALVE
PER G1/C-502
N: 1212261.68 E: 690887.05
STA. 0+26.07
HORZ. ∠: 044.61°
N: 1212252.83 E: 690887.05
STA. 2+32.22
HORZ. ∠: 039.37°
N: 1212106.06 E: 691031.82
SCADA
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EXISTING GRADE @ CL
STA. 0+17.22
1 - GATE VALVE ASSEMBLY
STA. 0+13.22
4" WATER LINE INVERT
EXISTING GRADE @ CL
4" WATER LINE INVERT @ CL
PROPOSED 4" PVC WATER LINE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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