ARL063203P-B25900 REPAIR SEWER LINE PLANS-FINAL.pdf

MAIN POST

STALLION RANGE CENTER

SMR

HELSTF

17 9

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

PROJECT LOCATION

MAP

SHEET INDEX

SHEET DESCRIPTION

GENERAL

01 COVER SHEET

02 GENERAL NOTES AND LEGEND

CIVIL

03 DEMOLITION PLAN

B25900 REPAIR SEWER LINE

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

01 07SHEET OF

G1 01

REVISIONS

J.SILVA J.SILVA

XX

D.GARCIA

J.NUNEZ

R.LOPEZ

March 18, 2025 NTS

COVER SHEET

PROJECT LOCATION

ISSUED FOR

CONSTRUCTIO

N

04 SITE PLAN

05 INTERIOR SEWER FLOOR PLAN

AMRAD

B25900

VICINITY MAP

ARL063203P

B25900 REPAIR SEWER LINE

NIKE AVE (P RT 2)

JA

R

ILLA

M

O U

N

TA

IN

S

OROGRANDE R.C.

S RT 252

06 SEPTIC SYSTEM DETAILS

07 CONSTRUCTION DETAILS

UNDERGROUND ELECTRIC LINE

OVERHEAD ELECTRIC LINE

W WATER VALVE

SIGNAGE

SS SANITARY SEWER MANHOLE

CO

SS

SANITARY SEWER CLEANOUT

NATURAL GAS VALVE

ELECTRICAL POLE

ELECTRICAL ANCHOR/GUY WIRE

Legend Existing Features New Project Features

FH FIRE HYDRANT

G NATURAL GAS LINE

SANITARY SEWER LINE

STORM DRAIN LINE

ROADWAY EDGE OF ASPHALT

ROADWAY EDGE OF GRAVEL

EDGE OF BUILDING

EXISTING SPOT INDENTIFICATION

POTABLE WATER LINE

VENT THRU ROOF

NEW ASPHALT PAVING

NEW RIP RAP

NEW CONCRETE

VTR

FLOOR CLEANOUTFCO

WALL CLEANOUTWCO

DEMOLITION

EXTERIOR GROUND CLEANOUTGCO

Tue, 18-Mar-2025 - 10:27:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\02-GENERAL NOTES AND LEGEND.dwg

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

02 07SHEET OF

G2 02

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 18, 2025 NTS

GENERAL NOTES AND LEGEND

GENERAL CONSTRUCTION NOTES CONTACT INFORMATION FOR:

XX

ISSUED FOR

CONSTRUCTIO

N

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT CONSTRUCTION PLANS, SPECIFICATIONS AND THE LATEST EDITION OF THE NEW MEXICO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AS PREPARED BY THE NEW MEXICO CHAPTER, AMERICAN PUBLIC WORKS ASSOCIATION , IN THAT ORDER OF PRECEDENCE AT THE TIME OF CONSTRUCTION BID. 2. THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3. CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONTRACTOR SHALL RESTRICT ALL ACTIVITIES TO THE AREA OF CONSTRUCTION. ANY DAMAGE TO AREAS OUTSIDE OF THE AREA OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION OR BETTER AT NO ADDITIONAL COST . 4. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. PRIOR TO CONSTRUCTION, EXISTING UTILITY LOCATIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST. 5. THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO THE CONTRACTOR MUST SUBMIT A CABLE LOCATE REQUEST TO WSTC RO-IM TO IDENTIFY ANY COMMUNICATION CABLES WITHIN THE CONSTRUCTION AREA. SUBMITTAL OF REQUEST MUST BE COORDINATED AT (575) 678-3901. 6. ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE ANY DEVIATION OF THE INFORMATION PROVIDED HEREIN AND THE CONDITIONS EXISTING IN THE FIELD AT THE TIME OF CONSTRUCTION SHOULD BE REPORTED TO THE ENGINEER AS SOON AS POSSIBLE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTRUCTION SIGNS, BARRICADES, ETC. UNTIL COMPLETION OF CONTRACT AND SHALL HAVE PERSONNEL AVAILABLE AT ALL TIMES UNTIL THE PROJECT IS COMPLETE TO REPAIR OR REPLACE SIGNS, BARRICADES, ETC. 8. THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED THE CONTRACTOR SHALL ONLY UTILIZE THE DESIGNATED STAGING AREA FOR STORAGE OF ALL EQUIPMENT AND MATERIALS. WSMR ASSUMES NO RESPONSIBILITY OR LIABILITY FOR CONTRACTOR'S EQUIPMENT AND MATERIAL IN THE STAGING AREA. 9. WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH WORK ON THE PROJECT SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY, HEALTH, AND ENVIRONMENTAL PROTECTION. 10. DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE DISPOSAL OF ALL REMOVAL ITEMS SHALL BE DONE BY THE CONTRACTOR IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS AND ORDINANCES. DISPOSAL ITEMS SHALL BE DISPOSED OF OFF SITE AT A PERMITTED SOLID WASTE FACILITY AND IN ACCORDANCE WITH THE PROJECT STATEMENT OF WORK SECTION 2.6.3. 11. PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS PERSONNEL SHOULD BE AWARE OF SNAKES, AND VARIOUS OTHER SPECIES OF WILDLIFE IN THE AREA THAT COULD CAUSE HARM IF ENCOUNTERED OR DISTURBED. REPORT ANY NUISANCE, INJURED, OR DEAD WILDLIFE DISCOVERED AT PROJECT SITE IMMEDIATELY. DO NOT HARASS, COLLECT, POSSESS, HARM, OR DESTROY WILDLIFE OR THEIR HABITAT. DO NOT PROVIDE WATER OR FEED WILDLIFE. DO NOT LEAVE UNEATEN FOOD AT BUILDINGS AND IN THE FIELD, TO PREVENT ATTRACTING WILDLIFE.CONTACT DPW ENVIRONMENTAL DIVISION - FOR ASSISTANCE WITH WILDLIFE AT (575) 678-2225. 12. MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH MIGRATORY BIRD NESTING SEASON IS BETWEEN 1 MARCH THROUGH 31 AUGUST. ANY GROUND DISTURBANCE OR WORK THAT HAS THE POTENTIAL TO REMOVE AN ACTIVE NEST NEEDS TO BE SURVEYED. AREA WILL BE SURVEYED FOR NESTING MIGRATORY BIRDS BY PEOPLE WHO HAVE BEEN DETERMINED TO BE QUALIFIED BY PW ENVIRONMENTAL WITHIN 24 HOURS PRIOR TO START OF WORK. FOR ANY ACTIVE NEST FOUND WITH EGGS OR NESTLINGS, THE AREA OF THE NEST WILL BE AVOIDED BY WORKERS UNTIL IAW PW ENVIRONMENTAL GIVES INSTRUCTIONS. 13. IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED IF CULTURAL ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED ON OR BELOW THE SOIL SURFACE, STOP ALL ACTIVITIES AND CONTACT PWE AT 575-678-2225 IMMEDIATELY TO PROVIDE INFORMATION ON LOCATION. IF HUMAN REMAINS ARE DISCOVERED, ALL WORK SHALL STOP AND SHALL RESUME THIRTY (30) DAYS AFTER CONFIRMATION THAT PROPER NOTIFICATIONS HAVE BEEN MADE BY PW ENVIRONMENTAL. 14. ACCESS TO THE BUILDING OR NEIGHBORING BUILDINGS AND ACCESS TO THE BUILDING OR NEIGHBORING BUILDINGS AND PARKING LOTS SHALL BE KEPT OPEN AT ALL TIMES. ANY ACCESS CLOSURE MUST BE SCHEDULED AT LEAST 1 WEEK IN ADVANCE AND APPROVED BY THE COR. 15. EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED EXISTING SITE FEATURES WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN EXPENSE. THE WORK SHALL BE APPROVED BY THE COR PRIOR TO CONSTRUCTION OF THE REPAIRS. REPAIRS MUST BE ACCEPTED BY THE COR PRIOR TO FINAL PAYMENT. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH THE APPLICABLE ORDINANCES AND REGULATIONS FOR DUST CONTROL DURING ALL ACTIVITIES ASSOCIATED WITH THIS CONSTRUCTION. THE COST FOR REQUIRED CONSTRUCTION DUST CONTROL MEASURES SHALL BE INCIDENTAL TO THE PROJECT. 17. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM TRASH ON A DAILY BASIS, AND ALL MATERIALS WILL BE NEATLY ORGANIZED. TRASH AND/OR NON-USED MATERIALS SHALL NOT BE BURIED ON SITE. 18. CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH NORMAL ACTIVITIES OF BUILDING OCCUPANTS ON SITE. 19. MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTENANCE OF RECORD DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF RECORD DRAWINGS FOR THE PROJECT. THESE PLANS SHALL BE UPDATED CONTINUOUSLY AND SHALL BE SUBJECT TO REVIEW BY THE COR FOR COMPLETENESS. CONTRACTOR SHALL SUBMIT ACCURATE, DETAILED AND COMPLETE "AS-BUILT" RECORD DRAWINGS OF THE FINAL CONSTRUCTION TO WSMR UPON COMPLETION OF THE WORK. RECORD DRAWINGS SHALL INCLUDE EXISTING SITE FEATURES NOT IDENTIFIED IN THE ORIGINAL DRAWINGS IF ENCOUNTERED. 20. WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT WATER FOR CONSTRUCTION IS AVAILABLE FROM WSMR AT DESIGNATED FILLING STATIONS AS WELL AS FIRE HYDRANTS DEPENDING ON PROXIMITY TO THE PROJECT SITE. WHEN CONNECTING TO A HYDRANT THE CONTRACTOR MUST INSTALL A BACK FLOW PREVENTION DEVICE THAT IS APPROVED BY THE WSMR WATER PLANT MANAGER. THE CONTRACTOR SHALL PROVIDE THE BACKFLOW PREVENTOR AND NECESSARY PIPING TO GET WATER FROM A CONNECTION. THE COST OF THE BACKFLOW PREVENTOR, CONNECTIONS, AND PIPING TO MAKE THE CONNECTION SHALL BE INCIDENTAL TO THE PROJECT. 21. ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON ALL EXISTING GROUNDCOVER UNLESS CALLED OUT OTHERWISE ON PLANS SHALL BE RETURNED TO THE SURFACING AND GRADE EXISTING PRIOR TO CONSTRUCTION. 22. EXISTING SEWER LINE LOCATIONS ARE APPROXIMATE AND SHALL EXISTING SEWER LINE LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD LOCATED PRIOR CONSTRUCTION. 23. CONTRACTOR SHALL MAINTAIN EXISTING WATER, GAS, ELECTRIC, CONTRACTOR SHALL MAINTAIN EXISTING WATER, GAS, ELECTRIC, AND COMMUNICATION LINES DURING CONSTRUCTION. REMOVE AND REPLACE ANY DAMAGED PORTIONS. COST TO BE INCIDENTAL TO SEWER LINE CONSTRUCTION. 24. WASTE AND VENT PIPING BELOW GRADE USE SOLID CORE WASTE AND VENT PIPING BELOW GRADE USE SOLID CORE SCHEDULE 40 PVC. ABOVE THE SLAB USE CAST IRON NO-HUB PIPE & OR SOLID CORE SCH 40 PVC PIPE AND FITTINGS. IF PERMITTED BY CODE. NO PVC PIPE SHOULD BE USED IF RETURN IS NOT DUCTED. 25. ALL PIPING IS TO BE HUNG AND ANCHORED BY APPROVED ALL PIPING IS TO BE HUNG AND ANCHORED BY APPROVED MEANS AND INTERVALS AS PER APPLICABLE CODES. 26. CONTRACTOR IS TO VERIFY THAT FALL OF THE SEWER LINE WILL CONTRACTOR IS TO VERIFY THAT FALL OF THE SEWER LINE WILL MEET INVERT AT POINT OF CONNECTION BEFORE INSTALLING PIPING. 27. ALL OPEN DRAINS (FLOOR DRAINS, TRENCH DRAINS, SHOWER ALL OPEN DRAINS (FLOOR DRAINS, TRENCH DRAINS, SHOWER DRAINS, FLOOR SINKS, ETC.) MUST HAVE A PRO SET TRAP GUARD. 28. THE CONTRACTOR IS RESPONSIBLE FOR THE TESTING OF THE THE CONTRACTOR IS RESPONSIBLE FOR THE TESTING OF THE SYSTEM PRIOR TO ACCEPTANCE BY THE COR. TESTING SHALL BE PERFORMED TO DEMONSTRATE THE FUNCTIONALITY OF THE SYSTEM. THE COST OF THE TESTING SHALL BE INCIDENTAL TO THE PROJECT.

AutoCAD SHX Text WSMR ENGINEERING SERVICES DIVISION PROJECT MANAGER: DAVID GARCIA 575.678.4672 575.678.4672 DESIGN ENGINEER: JULIAN SILVA 575.678.1261 575.678.1261

AutoCAD SHX Text

WSMR UTILITIES SECTION WATER PLANT MANAGER: 575.678.1917 575.678.1917

CO

SS

CO

SS

MAIN

ENTRANCE

CO

SS

CO

SS

12 4

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

03 07SHEET OF

C1 03

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J.SILVA

XX

D. GARICA

J. NUNEZ

R. LOPEZ

March 18, 2025 NTS

DEMOLITION PLAN

Thu, 10-Apr-2025 - 12:05:pm, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\03-DEMOLITION PLAN.dwg

10 5 0 10

1"=10'

01 EXTERIOR SEWER SYSTEM DEMOLITION PLAN

SCALE: 1" = 10'

EXISTING KEYNOTES

1. EXISTING CONCRETE HEADER CURB TO REMAIN AND

BE PROTECTED DURING CONSTRUCTION.

2. EXISTING BARBED WIRE FENCE TO REMAIN AND BE

PROTECTED DURING CONSTRUCTION.

3. EXISTING LEACHFIELD TO REMAIN AND BE

ABANDONED IN PLACE.

4. EXISTING SHOWER BASE AND WALL KIT TO REMAIN

AND BE PROTECTED DURING CONSTRUCTION.

DEMOLITION KEYNOTES

02 INTERIOR SEWER SYSTEM DEMOLITION PLAN

SCALE: 1" = 4'

1. EXISTING 6-INCH CAST IRON (C.I.) SEWER LINE TO BE REMOVED AND

DISPOSED.

2. EXISTING CONCRETE SEPTIC TANK TO REMOVED AND DISPOSED.

SEPTIC TANK TO REMAIN IN USE UNTIL NEW SEPTIC TANK IS IN

OPERATION.

3. EXISTING DISTRIBUTION BOX TO BE REMOVED AND DISPOSED.

4. EXISTING SEWER LINE TO BE CUT, CAPPED, AND ABANDONED IN

PLACE.

5. SAWCUT CLEAN, REMOVE AND DISPOSE OF EXISTING ASPHALT

PAVEMENT.

6. SAWCUT CLEAN EXISTING 4-INCH C.I. SEWER LINE TO PREPARE FOR

TIE IN.

7. REMOVE EXISTING SEWER PIPE LINE AND DISPOSE AT AN OFF-BASE

PERMITTED SOLID WASTE FACILITY.

8. SAWCUT CLEAN, REMOVE, AND DISPOSE OF EXISTING CONCRETE

SLAB TO INCLUDE REINFORCEMENT AND FLOORING. CERAMIC TILE

FLOORING SHALL BE REMOVED TO THE NEAREST GROUT LINE.

DISPOSE AT PERMITTED OFF-BASE SOLID WASTE FACILITY.

COORDINATE CONCRETE CUTTING WITH COR AND FACILITY

PERSONNEL TO MINIMIZE DISRUPTION TO NORMAL FACILITY

OPERATIONS.

9. EXISTING WALL MOUNTED SINK TO BE REMOVED AND DISPOSED.

10. EXISTING VANITY AND COUNTER MOUNTED SINK TO BE REMOVED

AND DISPOSED.

11. EXISTING WALL MOUNTED URINAL TO BE REMOVED AND DISPOSED.

12. EXISTING FLOOR MOUNTED TOILET TO BE REMOVED AND DISPOSED.

13. EXISTING FLOOR DRAIN TO BE REMOVED AND DISPOSED.

14. EXISTING WALL MOUNTED DRINKING WATER FOUNTAIN TO BE

REMOVED AND REPLACED.

15. EXISTING RESTROOM PARTITIONS AND DOORS TO BE REMOVED,

STORED, AND REPLACED AS NECESSARY FOR CONSTRUCTION.

16. EXISTING CERAMIC TILED WALL TO BE REMOVED AND REPLACED AS

NECESSARY FOR CONSTRUCTION. REPLACED DRYWALL AND TILE TO

MATCH EXISTING AS SIMILARLY AS POSSIBLE.

17. EXISTING METAL GYM LOCKERS TO BE REMOVED, STORED,A ND

REPLACED AS NECESSARY FOR CONSTRUCTION.

EXISTING FLOORING LEGEND

VINYL FLOOR TILES

18-IN SQ. CERAMIC TILES

ISSUED FOR

CONSTRUCTIO

N

CO

CO

SS

CO

SS

CO

SS

4 5

6 6

7 6

10 10 10 10

' M

IN

70' MIN

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

04 07SHEET OF

C2 04

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J.SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 7, 2025 NTS

SITE PLAN

Tue, 18-Mar-2025 - 11:08:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\04-SITE PLAN.dwg

10 5 0 10

1"=10'

CONSTRUCTION KEYNOTES

1. BEGIN SEWER PIPELINE REMOVAL AND REPLACEMENT.

TIE TO EXISTING C.I. SEWER LINE WITH 4-INCH STANDARD

NO HUB COUPLING. INSTALL NEW FLOOR CLEANOUT AT

CONNECTION POINT ON NEW PIPE.

2. ALL EXISTING SEWER PIPELINES WITHIN THE WOMENS

AND MENS RESTROOMS TO BE REMOVED, DISPOSED,

AND REPLACED WITH NEW SEWER PIPELINES PER THE

INTERNATIONAL PLUMBING CODE. SEE PLUMBING

MATERIAL SCHEDULE.

3. EXISTING 4-IN C.I. SEWER MAINLINE FROM MENS

RESTROOM TO THE NORTH FACE OF THE BUILDING TO BE

REMOVED, DISPOSED, AND REPLACED WITH NEW 4-IN

SEWER PIPELINE PER THE INTERNATIONAL PLUMBING

CODE. SEE PLUMBING MATERIAL SCHEDULE.

4. TIE TO EXISTING 6-IN C.I. SEWER LINE. INSTALL NEW

SINGLE GROUND CLEANOUT. INSTALL WITHIN 5-FT OF

BUILDING. SEE DETAIL 03 SHEET 07. PRIOR TO

CONSTRUCTION CONTRACTOR TO FIELD VERIFY EXISTING

SIZE, LOCATION, AND INVERT OF EXISTING SEWER LINE.

5. TIE TO NEW 4-IN SEWER LINE. INSTALL NEW DOUBLE

GROUND CLEANOUT AND 4-INX6-IN REDUCER. INSTALL

WITHIN 5-FT OF BUILDING. SEE DETAIL 04 SHEET 07.

6. INSTALL 6-IN SEWER LINE. PIPELINE SLOPE TO BE PER

APPLICABLE CODE.

7. INSTALL NEW SEPTIC TANK TO INCLUDE EXCAVATION,

BACKFILL, AND CONNECTIONS. SEE SHEET 06 FOR DETAIL.

8. INSTALL DRAINFIELD DISTRIBUTION BOX. SEE SHEET 06

FOR DETAIL.

9. INSTALL 4-IN SCH 40 PVC DRAINFIELD DISTRIBUTION

PIPING AND REQUIRED FITTINGS WITH SOLVENT WELDED

JOINTS.

10. INSTALL 36-IN HIGH CAPACITY LEACHFIELD CHAMBER. TO

INCLUDE EXCAVATION, BACKFILL, END CAPS, AND

INSPECTION VENT PORTS.

11. INSTALL 4-FT TALL 4-STRAND WIRE FENCE PER DETAIL 08

SHEET 07.

12. INSTALL ACCESS GATE PER DETAIL 09 SHEET 08.

01 SITE PLAN

SCALE: 1" = 8'

MINIMUM PIPE MATERIAL SCHEDULE

SERVICE TYPE

SANITARY WASTE & VENTING

LOCATION

BELOW GRADE 5' OUTSIDE BUILDING FOOTPRINT

MATERIAL REQUIRED*

CAST IRON W/ HUB AND SPIGOT OR

SCHEDULE 40 PVC W/ ELASTOMERIC JOINTS

BELOW GRADE WITHIN 5' OUTSIDE BUILDING FOOTPRINTCAST IRON W/ HUB AND SPIGOT OR

SCHEDULE 40 PVC W/ SOLVENT WELDED JOINTS

ABOVE GRADE WITHIN BUILDING CAST IRON W/ HUB AND SPIGOT OR

SCHEDULE 40 PVC W/ SOLVENT WELDED JOINTS

*NOTE: PVC INSTALLED BELOW GRADE SHALL BE IN STRICT ACCORDANCE TO ASTM STANDARD "D2321-89". ALL SCH40 PVC TO BE SOLID CORE SCH40 PVC.

NO FOAMCORE PVC WILL BE ALLOWED UNDERGROUND OR OVERHEAD.

1. CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOM

FACILITIES DURING PERIODS OF RESTROOM OUTAGES

AS NECESSARY TO ACCOMMODATE FACILITY STAFF.

2. TEMPORARY RESTROOM FACILITIES MUST BE OF THE

MOBILE RESTROOM TRAILER TYPE. WITH A MINIMUM

TRAILER LENGTH OF 14 FEET.

3. CONTRACTOR SHALL PROVIDE A MINIMUM OF 1 MOBILE

RESTROOM TRAILER(S) THAT CONTAIN A MINIMUM OF 4

STALLS.

4. AMENITIES SHALL INCLUDE: HEAT & AC, RUNNING SINKS,

FLUSHING TOILETS, HOT WATER, INSIDE & OUTSIDE

LIGHTING, AND AN ON-BOARD WATER TANK.

5. MOBILE RESTROOM TRAILER SHALL BE CONFIGURED

WITH A MINIMUM OF TWO (2) MEN STATIONS AND TWO(2)

FEMALE STATIONS.

6. CONTRACTOR SHALL PROVIDE HAND SOAP, TOILET

PAPER, AND PAPER TOWELS FOR THE TEMPORARY

FACILITIES. CONTRACTOR IS RESPONSIBLE FOR

DELIVERY, SET-UP, AND REMOVAL OF THE FACILITY.

CONTRACTOR IS ALSO RESPONSIBLE FOR WASTE

REMOVAL AND GENERAL MAINTENANCE AND

CLEANLINESS OF THE TEMPORARY FACILITY.

TEMPORARY RESTROOM FACILITY NOTES

ISSUED FOR

FCO

FD

WC-1

WC-1

WC-1

L-1

L-1L-1SH-1

SH-1

DWF

WHU

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

05 07SHEET OF

C3 05

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J.SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 18, 2025 NTS

INTERIOR SEWER FLOOR PLAN

Tue, 18-Mar-2025 - 11:19:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\05-INTERIOR SEWER FLOOR PLAN.dwg

CONSTRUCTION KEYNOTES

01 ENGLARGED SEWER FLOOR PLAN

SCALE: 1" = 4'

02 WASTE AND VENT ISOMETRIC

SCALE: NTS

1. BEGIN NEW SEWER PIPELINE INSTALLATION. TIE TO

EXISTING C.I. SEWER LINE WITH 4-INCH STANDARD NO

HUB COUPLING. INSTALL NEW FLOOR CLEANOUT AT

CONNECTION POINT ON NEW PIPE.

2. EXTEND NEW 4-IN SEWER LINE. SEE SITE PLAN FOR

CONTINUATION.

SH-1

SH-1

DWF

FD

L-1

L-1

L-1

L-2

WCO

WC-1

WC-1

WC-1

WCO

WCO

WCO

WCO

WCO

WCO WCO

WCO

WCO WHU

4"Ø SS

4"Ø SS

4"Ø SS

4"Ø SS

3"Ø SS

4"Ø SS

4"Ø SS

3"Ø SS

3"Ø SS

4"Ø SS

3"Ø SS

3"Ø SS

2"Ø SS

4"Ø SS

4"Ø SS 4"Ø SS

2"Ø V

2"Ø V

2"Ø V

2"Ø V

2"Ø V

2"Ø V

2"Ø V

4"Ø V

4" VTR

IN CLG SPACE

PLUMBING FIXTURE SCHEDULE

ID WASTE

SIZE

4"

VENT

SIZE

-DGCO

DESCRIPTION

4" -FCO

DOUBLE EXTERIOR GROUND CLEANOUT - CAST IRON BODY WITH ROUND ADJUSTABLE SCORIATED

SECURE CAST IRON TOP, GASKET SEAL CAST IRON PLUG WITH RECESSED SOCKET. INSTALL IN A MINIMUM OF 12"x12"x4" REINFORCED CONCRETE PAD WITH BEVELED EDGES.

MANUFACTURER* MODEL*

ZURN Z1400-HD

F LOOR CLEANOUT - CAST IRON BODY WITH SQUARE ADJUSTABLE SCORIATED NICKLE BRONZE TOP, GASKET SEAL BRASS THREADED PLUG WITH RECESSED SOCKET.

3" 2"FD

2" 1 12"L-1

ZURN Z1400-BP

FLOOR DRAIN - 6" ROUND ADJUSTABLE POLISHED NICKLE BRONZE STRAINER, CAST IRON BODY, SEDIMENT BUCKET, ADJUSTABLE FLASHING COLLAR AND 1/2" TRAP PRIMER ADAPTER. ZURN ZN-415B-Y-P-VP

COMMENTS

PROVIDE TRAP PRIMER ADAPTER FITTED WITH VANDAL

RESISTANT HARDWARE AND SURE SEAL TRAP GUARD MODEL SS3009V.

EXTERIOR GROUND CLEANOUT - CAST IRON BODY WITH ROUND ADJUSTABLE SCORIATED SECURE CAST IRON TOP, GASKET SEAL CAST IRON PLUG WITH RECESSED SOCKET. INSTALL IN A MINIMUM OF 12"x12"x4"

REINFORCED CONCRETE PAD WITH BEVELED EDGES.

ZURN Z1400-HD4" -GCO

3" 2"WC-1

- -WCO

ADA WALL MOUNTED LAVATORY - VITEROUS CHINA, NOMINAL 20"x18", BACK AND SIDE SPLASHES FOR CONCEALED ARM CARRIER, FAUCET HOLES 4" ON CENTERS, ADA COMPLIANT CENTER SET FAUCET, LESS ESCUTCHEON PLATE, LESS DRAIN, CAST BRASS CONSTRUCTION, DRAIN OUTLET WITH GRID STRAINER.

AMERICAN

STANDARD 0355.012

FAUCET - DELTA COMMERCIAL 2529LF-HDF. CARRIER - ZURN Z-1231,

OR EQUAL BY WADE OR JR SMITH. DRAIN - AMERICAN STANDARD

2411.015.

WATER CLOSET - ADA FLOOR MOUNTED PRESSURE ASSISTED WATER CLOSET. FLOOR MOUNTED, FLOOR OUTLET, 1.0 GALLONS PER FLUSH, WHITE VITEROUS CHINA, ENLONGATED BOWL, CHROME METAL FLUSH

HANDLE, EXTRA HEAVY DUTY OPEN FRONT WHITE SEAT.

KOHLER

COMPANY HIGHLINE K-3519 SEAT - AMERICAN STANDARD 5321.110.

WALL CLEANOUT - NO-HUB CAST IRON CLEANOUT TEE WITH ROUND STAINLESS STEEL COVER AND CENTER SCREW, GASKETED SEAL IRON THREADED PLUG WITH RECESSED SOCKET. ZURN Z1446-BP

*NOTE: MANUFACTURERS AND MODEL NUMBERS ARE SHOWN FOR BASE ITEM REFERENCE ONLY. PRODUCTS ARE NOT EXCLUSIVELY LIMITED TO THESE SPECIFIC MANUFACTURERS.

WHU WALL MOUNTED, VITREOUS CHINA, 0125 GPF, LOW FLOW FLUSH VALVE.2" 1 12"

DWF DRINKING WATER FOUNTAIN - BOTTLE FILLING STATION AND SINGLE ADA COOLER FILTERED AND

REFRIGERATED ELKAY LZS8WSLK1 12" 1 12"

ISSUED FOR

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

06 07SHEET OF

C4 06

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J.SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 7, 2025 NTS

SEPTIC SYSTEM DETAILS

Tue, 18-Mar-2025 - 11:21:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\06-SEPTIC TANK DETAILS.dwg

01 FRP GRAVITY SEPTIC TANK

NTS

24" RIBBED PVC RISER

W/ FRP LID

8" SUBGRADE COMPACTED TO 95% ASTM-D 1557

24" FRP OPENING

30" FRP OPENING 24" FRP OPENING

24" RIBBED PVC RISER

W/ FRP LID

30" RIBBED PVC RISER

W/ FRP LID

FINISHED GRADE

6" SCH. 40 PVC SANITARY

DOUBLE TEE CROSSOVER 6" SCH. 40 PVC OUTLET

PIPING W/ SANITARY TEE

6" SCH. 40 PVC INLET

PIPING W/ SANITARY TEE

SINGLE WALL

FRP TANK

7/8 HIGH FRP BAFFLE WALL

NOTE: TANK MUST BE REGISTERED BY STATE OF NEW MEXICO AS AN APPROVED SEPTIC TANK.

NOTE: CUT HOLE STAMPED IN MIDDLE OF CHAMBER, INSERT RISER AND SILICON SEAL.

4"

1'- 3 1

/2"

6'-3"

3'-0"

4" SCREW CAP

12"X12"X4"

CONC. COLLAR

(4) - 3/4" DIA. HOLES

DRILLED ON CENTER ALL

AROUND

RISER PIPE PLAN VIEW

4" COUPLING

4" SCREW CAP

12"X12"X4"

CONC. COLLAR

6" NIPPLE

(4) - 3/4" DIA. HOLES

DRILLED @ 1/4 POINTS

ALL AROUND

NATIVE COMPACTED FILL

4" SDR-35 PIPE

(HEIGHT VARIES)

SILICON SEAL

INFILTRATOR

UNDISTURBED

NATURAL

GROUND

INSPECTION RISER DETAIL

1'- 4"

HIGH CAPACITY

INFILTRATION GALLERY

UNDISTURBED

NATURAL GROUND

NATIVE COMPACTED FILL

RESTORE FINISHED GRADE TO MATCH

GRADE BEFORE CONSTRUCTION. ENSURE

GRADE SLOPES AWAY FROM INFILTRATORS

VA

RI

ES

1'- 4"

1'- 8"

M

IN

02 INFILTRATOR CHAMBER DETAIL

NTS

SEPTIC TANK SIZING CALCULATION

(SIZED PER IPC 802.7.2)

LEACH FIELD SIZING CALCULATION

(SIZED PER IPC 604.1)

HIGH RATE INFILTRATOR CAPACITY2

MINIMUM LIQUID CAPACITY: 750 GAL

ADDITIONAL CAPACITY FOR OFFICES (T802.7.2) : 20 GAL / PERSON

NUMBER OF PERSONNEL: 25

TANK CAPACITY = 750 GAL + 20 (25) = 1250 GAL.

MINIMUM PIPE REQUIREMENTS:

PIPE MATERIAL SDR 35 OR BETTER

PIPE SLOPE FROM BUILDING TO SEPTIC TANK (%)2%

PIPE DIAMETER (IN) 6

MINIMUM TANK LIQUID CAPACITY 1250 GAL

AREA OF DISPOSAL FIELD:

NUMBER OF UNITS (U): 25

CONVERSION FACTOR (CF): 0.25

ABSORPTION AREA (AA): 1651

MINIMUM ABSORPTION AREA REQUIRED = U X CF X AA 1032 FT2

DISPOSAL FIELD:

NUMBER OF DRAIN FIELDS 1

NUMBER OF CHAMBER TRENCHES 4

LENGTH OF CHAMBER TRENCH (FT) 55

CAPACITY W (IN) L (IN) H (IN) ABSORPTION AREA FT2

110 GAL 34 75 16 33.6

NOTE:

1. SEPTIC TANK AND LEACHING CHAMBER DETAILS SHOWN ARE

FOR REPRESENTATIVE PURPOSES ONLY. CONTRACTOR IS TO

CONFIRM THAT ACTUAL COMPONENTS USED MEET MINIMUM

MATERIAL, CAPACITY, AND FLOW REQUIREMENTS AS

OUTLINED ON THIS SHEET. FINAL FLOW AND CAPACITY

DETERMINATION TO BE SUBMITTED FOR APPROVAL PRIOR TO

CONSTRUCTION.

2. SEPTIC TANK AND INFILTRATOR CHAMBER PRODUCTS TO BE

SELECTED FROM NMED APPROVED PRODUCTS LIST.

3. SEPTIC TANK DESIGN, PLACEMENT, AND INSTALLATION TO BE

IN ACCORDANCE WITH THE IPC SECTION 802.

4. LEACH FIELD SHALL BE CONSTRUCTED IN ACCORDANCE WITH

MANUFACTURES INSTALLATION INSTRUCTIONS.

5. DISTRIBUTION BOX SHALL BE CONSTRUCTED IN ACCORDANCE

WITH NMAC 20.7.3.501.

6. ALL CONNECTIONS TO DISTRIBUTION BOX SHALL BE

WATERTIGHT.

NOTE:

1. CONTRACTOR TO CONFIRM PERCOLATION CLASS BEFORE CONSTRUCTION IN

ACCORDANCE WITH TABLE 604.1(1) OF THE IPC SECTION 604.1.

2. INFILTRATOR SYSTEMS INC. HC CHAMBERS IS THE BASIS OF DESIGN.

CONTRACTOR TO CONFIRM CAPACITY OF THE FINAL SYSTEM INSTALLED TO

ENSURE THE SYSTEM MEETS THE RECOMMENDED REQUIREMENTS.

3. ABSORPTION AREA SHALL BE DETERMINED USING THE NMED DRAIN FIED

SIZING FACT SHEET.

6"6" 2'-4"

4'- 0"

6" 1'- 6"

1'- 6"

6"

5'-0"

B

A

DISTRIBUTION BOX

NTS

1'- 3"

6"

4'-0"

6"

A DISTRIBUTION BOX

NTS

1'- 3"

B

90°

03 DISTRIBUTION BOX PLAN

NTS

4" PVC TYP. OF 4

4" PVC INLET PIPE

FROM SEPTIC TANK

#4 BAR @ 8" O.C.E.W.

MANHOLE RING AND COVER

14" ALUM. WEIR PLATE

CONTINUOUS

8" SUBGRADE PREP

COMPACTED TO 95%

ASTM D-1557

MANHOLE RING AND COVER

14" ALUM. WEIR PLATE

MANHOLE RING AND COVERPRECAST CONCRETE

SPLITTER BOX

FROM SEPTIC TANK

6"

ISSUED FOR

WHITE SANDS MISSILE RANGE, N.M.

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

NO. DATE DESCRIPTION BY APPROVED

DRAWN BY DESIGNED BY

CHECKED BY

SUBMITTED

PROJECT MANAGER

RECOMMENDED

BRANCH CHIEF

CHIEF, ENGINEERING DIVISION

DATE SCALE

APPROVED DRAWING NUMBER PLATE

07 07SHEET OF

C5 07

REVISIONS

B25900 REPAIR SEWER LINE

J. SILVA J.SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

March 18, 2025 NTS

CONSTRUCTION DETAILS

Tue, 18-Mar-2025 - 11:23:am, Plotted by: 1453891964.CIV C:\Users\1453891964.civ\OneDrive - US Army\Documents\Projects\B25900 Repair Sewer Line\Plans\Drawings\07-CONSTRUCTION DETAILS.dwg

24" MIN.

8"

6" METALLIC TRACING TAPE

(GREEN-SEWER) ALL TRENCHES

FINAL BACKFILL ZONE

COMPACTED 95% ASTM D-1557

INITIAL BACKFILL ZONE

COMPACTED 95% ASTM D-1557

BEDDING ZONE

COMPACTED SUBGRADE

90% ASTM D-1557

BACKSLOPE OR TRENCHBOX

AS PER OSHA 29CFR1926.652

NOTE: EXISTING GRADE FOR TOP OF TRENCH IS GROUNDLINE AT TRENCH

OR THE ADJACENT ROADWAY WHICH EVER IS LOWER.

01 SEWER PIPE TRENCH SECTION

NTS

PIPE OD+1" MIN

6"

6"

2-0" SQ. 3000 PSI

CONCRETE COLLAR

FINISH GRADE

COMPACTED FILL

IMPORTED PIPE BASE

MATERIAL AS

REQUIRED CONCRETE

BLOCKING

BRASS SST.

STOP PLUG

WATERTIGHT

PIPE PLUG

6" PVC PIPE

45° BEND

6" PVC

PIPE OD+1" MIN

6"

6"

2-0" SQ. 3000 PSI

CONCRETE COLLAR

FINISH GRADE

BRASS SST.

STOP PLUG

WATERTIGHT

PIPE PLUG

COMPACTED FILL

IMPORTED PIPE BASE

MATERIAL AS REQUIRED

CONCRETE

BLOCKING

6" PVC PIPE

45° BEND

6" PVC

04 CLEANOUT-DOUBLE

NTS

03 CLEANOUT-SINGLE

NTS

PIPE PLUG & GROUT

SEAL IF TERMINATION

SANITARY MAIN

COLLECTION PIPE

SANITARY MAIN

COLLECTION PIPE

02 PAVEMENT PATCH DETAIL

NTS

EXISTING ASPHALT

SURFACING

SAWCUT AND APPLY TACK

COAT AT SURFACING SEAM

PER NMDOT SPEC SECTION 407

6" AGGREGATE BASE

COURSE, NMDOT TYPE I OR

TYPE II COMPACTED TO 95%

OF ASTM-D 1557

8" SUBGRADE PREP

95% OF ASTM D-1557

PRIME COAT PER

NMDOT SPEC

SECTION 408

2" NMDOT SP-IV HOT MIX ASPHALT

PAVING (1-LIFT) PER NMDOT STD

SPEC SECTION 423

10' SQ. MIN.

CLEANOUT TEE W/

ACCESS COVER

CLEANOUT PIPE

VENT PIPE

ACCESS COVER

FINISHED WALL

05 WALL CLEANOUT DETAIL

NTS

8'-3" 8'-3"

16'-6" MAX.

4'- 2"

T-POST

STAY, 36" LONG12-1/2 GA. GALV. BARBED WIRE

OR BARBLESS CABLE. SEE

PLANS FOR TYPE.

08 TYPICAL WIRE FENCE DETAIL

NTS

BRASS PLUG CONCRETE SLAB

FINISHED FLOOR,

SEE SITE PLAN

FLOOR CLEANOUT

AND COVER PLATE

NO-HUB CLAMP

ANNACO HUSKY

OR EQUAL

06 FLOOR CLEANOUT

NTS

6'- 6"

M

IN

STUDDED TEE OR U POST TYP.

SEPTIC

DRAINFIELD

SEPTIC DRAINFIELD SIGN

9"

18"

SIGNAGE SEE DETAIL THIS

SHEET. TYP. EACH SIDE.

3'- 6"

1'-8"

0.1 8'

MI

N.

2'-0"

1'-8"

2'-0"

3'- 6"

3"3"

12' WIDE GATE

3'- 8"

4'- 0"

4'- 2"

3000 PSI CONCRETE

SCH. 40

NEW CHAIN AND LOCK TO BE

WELDED TO 6" POST. GALV.

PAINT WELD TO MATCH

1-1/4" DIA. SCH. 40

GATE POST

6.625" (18 LBS/FT)

12" Ø X 10"

GALV. BOLT

2" X 2" X 14" STRUCTURAL

STEEL ANGLE

END POST AND BRACE BOLTED

TOGETHER W/ 516" BOLT, LOCK

WASHER AND NUT

2 12" X 2 12" X 14" STRUCTURAL

STEEL ANGLE TYP.

09 TYPICAL WIRE FENCE GATE DETAIL

NTS

#3 X 8" LONG DOWEL

SPACED EVERY 12 IN.

4"

EXISTING

CONCRETE SLAB

VARIES

#3 @ 12" O.C.

NEW CONCRETE SLAB PATCH

COMPACT SUBGRADE TO A MINIMUM

OF 95% MAX DENSITY

NOTE: CONCRETE FOR ALL FOUNDATION SLAB PATCHES WILL HAVE

A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 24 HOURS

07 CONCRETE SLAB PATCH DETAIL

NTS

ISSUED FOR