Drawings - HELSTF Water Main Valves Replacement - 23 APR 24.pdf

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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 PROJECT OVERALL LAYOUT

HELSTF WATER MAIN VALVES

REPLACEMENT

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 05

SHEET OF

G1

REVISIONS

J.SILVA J.SILVA

XX

D. GARCIA

J.NUNEZ

R. LOPEZ

April 23, 2024 NTS

COVER SHEET

PROJECT LOCATION

W S

M R

P

T

04 VALVE REPLACEMENT DETAILS

05 CONSTRUCTION DETAILS

HELSTF

MAIN GATE

U

S

VICINITY MAP

WS-WTD062933P

W

S

HELSTF WATER MAIN VALVES

REPLACEMENT

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

PROPOSED SPOT INDENTIFICATION

FF=FINISHED FLOOR

FG=FINISHED GRADE

FL=FLOW LINE

TC=TOP OF CONCRETE

TS=TOP OF SIDEWALK

NEW DIRECTION OF FLOW

NEW ASPHALT PAVING

NEW RIP RAP

NEW CONCRETE

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 05

SHEET OF

G2

REVISIONS

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

April 24, 2024 NTS

GENERAL NOTES AND LEGEND

CONTACT INFORMATION FOR:

XX

XX

HELSTF WATER MAIN VALVES

REPLACEMENT

GENERAL CONSTRUCTION NOTES WATER VALVE DEMOLITION NOTES

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

AutoCAD SHX Text

1. THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE RESPNSIBILITY FOR THE JOB THE CONTRACTOR SHALL ASSUME THE SOLE AND COMPLETE RESPNSIBILITY 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. 2. UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION PLANS A COMPLETE UNLESS OTHERWISE PROVIDED AS PART OF THE CONSTRUCTION PLANS A COMPLETE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE CONTRACTOR WHEN THE NORMAL FUNCTION OF ANY ROADWAY IS SUSPENDED OR DISRUPTED. ALL CONSTRUCTION SIGNING, BARRICADING AND CHANNELIZATION SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION. 3. SEPARATION OF WORK AREAS FROM TRAFFIC AND THE GENERAL PUBLIC ARE THE SEPARATION OF WORK AREAS FROM TRAFFIC AND THE GENERAL PUBLIC ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO WORK SHALL BE LEFT UNCOVERED AND UNBARRICADED OVERNIGHT(S) OR WEEKEND(S.) 4. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS, PARKING LOTS AND FACILITIES AT CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS, PARKING LOTS AND FACILITIES AT ALL TIMES DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVITIES ASSOCIATED WITH THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTIVITIES ASSOCIATED WITH THE PROTECTION, PRESERVATION, AND MAINTENANCE OF EXISTING FACILITIES NOT TO BE DEMOLISHED, UTILITIES, FENCES, AND ADJACENT STRUCTURES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. 6. EXISTING SITE IMPROVEMENTS WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR EXISTING SITE IMPROVEMENTS WHICH ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. THE WORK SHALL BE APPROVED BY THE COR PRIOR TO THE CONSTRUCTION OF THE REPAIRS. 7. CONTRACTOR SHALL SAW CUT, REMOVE AND REPLACE PAVEMENTS, SIDEWALKS, CURBS AND CONTRACTOR SHALL SAW CUT, REMOVE AND REPLACE PAVEMENTS, SIDEWALKS, CURBS AND GUTTERS TO MATCH EXISTING AS NECESSARY FOR THE REPLACEMENT OF THE VALVES. CONCRETE AND ASPHALT PAVEMENT SHALL BE DISPOSED OF AT THE WSMR CONCRETE AND ASPHALT RECYCLING CENTER. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND GRADES, EXISTING AND NEW PRIOR TO CONSTRUCTION. NOTIFY THE COR PROMPTLY OF ALL CONFLICTS OR DISCREPANCIES BETWEEN WHAT IS OBSERVED IN THE FIELD AND WHAT IS SHOWN IN THE PLANS. 9. ALL COMMUNICATION CABLES SHALL BE VERIFIED BY SUBMITTING A CABLE LOCATE ALL COMMUNICATION CABLES SHALL BE VERIFIED BY SUBMITTING A CABLE LOCATE REQUEST AS DESCRIBED IN SOW (STATEMENT OF WORK) FOR EACH SECTION. CONTRACTOR SHALL POT HOLE ALL COMMUNICATION LINES AND LOCATE BEFORE EXCAVATION CAN OCCUR. THE CONTRACTOR SHALL OBTAIN ALL UTILITY CLEARANCES AS PER SOW BEFORE BEGINNING CONSTRUCTION TO INCLUDE COMMUNICATION, WATER, SEWAGE, GAS, AND PRIVATIZED UTILITY LINES. 10. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES AT ALL CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTORS OPERATION SHALL BE RESTORED AT THEIR EXPENSE. CONTRACTOR SHALL SUPPORT UNDERGROUND UTILITIES WHEN EXCAVATING OR CONSTRUCTING UNDER SUCH UTILITIES. 11. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO KEEP THE JOB SITE FREE FROM TRASH ON A DAILY BASIS, AND ALL MATERIALS SHALL BE NEATLY ORGANIZED. TRASH AND/OR NON-USED MATERIALS SHALL NOT BE BURIED ON-SITE. 12. CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH CONTRACTOR SHALL PARK EQUIPMENT AND VEHICLES SO AS NOT TO INTERFERE WITH NORMAL ACTIVITIES OF PERSONNEL ON SITE. 13. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS-BUILT PLANS FOR THE THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF AS-BUILT PLANS FOR THE PROJECT. THE FINAL AS-BUILT PLANS, REFLECTING ANY AND ALL CHANGES TO THE ORIGINAL PLAN, SHALL BE SUBMITTED TO THE COR PRIOR TO THE PROJECT CLOSEOUT. 14. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED DISINFECTION PLAN THAT THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A DETAILED DISINFECTION PLAN THAT INCLUDES ALL SAMPLING LOCATIONS ALONG WITH BACTERIOLOGICAL SAMPLES IN ACCORDANCE WITH AWWA STANDARDS FOR THE PROJECT COMPLETION. 15. THE CONTRACTOR IS REQUIRED TO CONDUCT A HYDROSTATIC TEST OF EACH VALVE. THE THE CONTRACTOR IS REQUIRED TO CONDUCT A HYDROSTATIC TEST OF EACH VALVE. THE TEST SHALL BE APPROVED AND ACCEPTED BEFORE THE VALVE IS BACKFILLED. THE TEST SHALL BE MAINTAINED FOR A MIN. OF TWO HOURS AT THE NORMAL WORKING PRESSURE OF THE SYSTEM. THE EXPOSED VALVES SHALL BE VISIBLY EXAMINED FOR HE LEAKS DURING THE TEST. ALL VISIBLE LEAKS SHALL BE CORRECTED. ALL DEFECTIVE ELEMENTS SHALL BE REPAIRED OR REMOVED AND REPLACED WITH THE TEST REPEATED UNTIL NO LEAKS ARE DETECTED.

AutoCAD SHX Text

1. ALL WATER SERVICE OUTAGES MUST BE PRE-APPROVED AND SCHEDULED WITH THE WSMR ALL WATER SERVICE OUTAGES MUST BE PRE-APPROVED AND SCHEDULED WITH THE WSMR DPW UTILITIES SECTION AND THE COR (COORDINATION WITH THE END USER) A MINIMUM OF 3 DAYS PRIOR TO THE THE INTERRUPTION. (WEEKEND AND OVERTIME WORK TO BE COORDINATED.) 2. CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION ACTIVTIES, TO INCLUDE ASPHALT AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION ACTIVTIES, TO INCLUDE ASPHALT AND CONCRETE WASTE, WILL BE DISPOSED IN COORDINATION WITH COMPLIANCE, SOLID WASTE MANAGEMENT. WASTE WILL BE TRANSPORTED BY THE CONTRACTOR TO THE LANDFILL AND RECYCLED AS NECESSARY. CONTACT SOLID WASTE MANAGER AT (57) 678-225. PLACEMENT OF RIGID CONCRETE AT THE WSMR HUGHS RECLAMATION AREA (MAIN CANTONMENT) NEEDS TO BE COORDINATED WITH GEORGE DILL (OR HIS REPLACEMENT) TO ENSURE PLACEMENT IS EFFICIENT, AND NOT BLOCKING ACCESS/TURN AROUND POINTS. CONCRETE AND/OR ASPHALT PAVEMENT CONCRETE AND/OR ASPHALT PAVEMENT DEMOLISHED AS A PART OF CONSTRUCTION SHALL BE DISPOSED OF BY THE CONTRACTOR AT THE WSMR CONCRETE AND ASPHALT RECYCLING CENTER. ALL OTHER CONSTRUCTION AND DEMOLITION DEBRIS AND WASTE MAY BE DISPOSED OF AT WSMR LANDFILL. CONCRETE CONCRETE CONTAINING PAINT SHALL BE DISPOSED OF AS HAZARDOUS WASTE. CONCRETE SHALL BE FREE OF REBAR. CONTRACTOR SHALL PROVIDE A MONTHLY REPORT OF DISPOSED MATERIAL TO COR. 3. CONTRACTOR SHALL REMOVE AND DISPOSE OF DESIGNATED VALVES AND ASSOCIATED CONTRACTOR SHALL REMOVE AND DISPOSE OF DESIGNATED VALVES AND ASSOCIATED PIPING. ASBESTOS CONTAINING MATERIAL SUCH AS IDENTIFIED AC PIPE SHALL BE DISPOSED OF IN COORDINATION WITH THE WSMR WATER SHOP. UNDER NO CIRCUMSTANCE MAY THE CONTRACTOR CUT ASBESTOS CONTAINING MATERIAL. 4. ALL UNDERGROUND WATERLINE FITTINGS TO BE M.J. TYPE AND SHALL BE RESTRAINED ALL UNDERGROUND WATERLINE FITTINGS TO BE M.J. TYPE AND SHALL BE RESTRAINED WHETHER SPECIFICALLY NOTED ON LAYOUT DRAWINGS OR NOT. 5. MOST PIPE LINES WHERE OBSERVED DURING POTHOLE OPERATIONS TO NOT HAVE TRACING MOST PIPE LINES WHERE OBSERVED DURING POTHOLE OPERATIONS TO NOT HAVE TRACING WIRES ATTACHED. HOWEVER, IT IS PLAUSIBLE THAT FURTHER EXCAVATION MAY REVEAL TRACING WIRE THAT HAS BEEN DISPLACED DURING THE ORIGINAL BACKFILLING OPERATIONS. IT IS RECOMMENDED THAT THE CONTRACTOR ASSUME AT A MINIMUM THAT TRENCHES FOR PIPES COMPOSED OF PVC CONTAIN TRACING WIRE THAT SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION. DAMAGED WIRE SHALL BE REPLACED BY CLEARLY CUTTING THE WIRE AND REPLACING WITH NEW WIRE AT NO ADDITIONAL COST. WHERE A SPLICE IS REQUIRED THE WIRES SHALL BE JOINED TOGETHER WITH AN APPROPRIATE SIZE WIRE NUT AND THEN PLACED INSIDE A BURY SPLICE KIT. NO BARE WIRE SHALL BE EXPOSED ANYWHERE. ALL WIRES SHALL BE PLACED SUCH THAT THE TRACING WIRE SYSTEM IS CONTINUOUS. 6. WARNING TAPE DAMAGED DURING VALVE REMOVAL SHALL BE TIED TOGETHER WITH A KNOT WARNING TAPE DAMAGED DURING VALVE REMOVAL SHALL BE TIED TOGETHER WITH A KNOT TO CREATE A CONTINUOUS WARNING TAPE THROUGHOUT THE REPLACEMENT AREA. ADD NEW WARNING TAPE IN NEW SECTIONS WHERE THERE MAY NOT BE ANY TAPE EXISTING IN THOSE SECTIONS. 7. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE DISPOSAL OF WATER TO BE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS FOR THE DISPOSAL OF WATER TO BE DRAINED FROM EXISTING WATERLINES. CONTRACTOR SHALL PROVIDE A SANITARY, TEMPORARY CAP ON EXISTING PIPELINES UNTIL READY TO MAKE FINAL CONNECTION. PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT PROPOSED METHODS AND PROCEDURES FOR DRAINING OF PIPELINES, INCLUDING DISPOSAL LOCATIONS, TO THE COR FOR REVIEW AND APPROVAL.

AutoCAD SHX Text

TRESCO INC. WATER SYSTEM MANAGER: 575.679.5247 575.679.5247

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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 05

SHEET OF

C1

REVISIONS

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

April 24, 2024 NTS

PROJECT OVERALL LAYOUT

HELSTF WATER MAIN VALVES

REPLACEMENT

VALVE

LOCATION

LAT LONG

1 32.632569 -106.330846

VALVE SIZE

10"

PIPE MATERIAL

D.I.

DEPTH NOTES

4' REMOVE AND REPLACE

2 32.631093 -106.332495 8" D.I. 4' REMOVE AND REPLACE

3 32.631316 -106.333724 8" C-900 PVC 4' REMOVE AND REPLACE

4 32.632689 -106.332802 8" C-900 PVC 5' REMOVE AND REPLACE

5 32.632949 -106.331930 10" D.I. 4' REMOVE AND REPLACE

6 32.633157 -106.331647 8" C-900 PVC 4' REMOVE AND REPLACE

7 32.632666 -106.330738 8" AC 4' REMOVE AND REPLACE

8 32.632710 -106.330739 10" D.I. 3' INSTALL NEW VALVE

VALVE SCHEDULE

100 50 0 100

1" = 100'

PROJECT OVERALL LAYOUT

SCALE: 1" = 100'

1. WORK SHALL BE COMPLETED IN A MANNER THAT, AS MUCH AS POSSIBLE, MINIMIZES WATER OUTAGES TO

FACILITIES ON SITE. OUTAGES MUST BE COORDINATED WITH FACILITY STAFF NO LESS THAT 2 WEEKS IN

ADVANCE OF THE SCHEDULED OUTAGE.

2. THE CONTRACTOR IS NOT PERMITTED TO OPERATE ANY VALVE THROUGHOUT THE SITE. VALVE OPERATION

MUST BE COORDINATED WITH THE SITE WATER OPERATOR OR THE WMSR DPW WATER SHOP.

3. CONTRACTOR SHALL MAINTAIN ACCESS TO SURROUNDING PROCESS PIPING AND INFRASTRUCTURE NOT

TO HINDER TESTING. DO NOT BLOCK TRAFFIC, DRIVEWAYS OR BUILDING ACCESS.

4. CONTRACTOR SHALL PRESERVE, PROTECT AND SUPPORT ALL EXISTING UTILITIES AT ALL TIMES DURING

CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTORS OPERATION SHALL BE

RESTORED AT THEIR EXPENSE. CONTRACTOR SHALL SUPPORT UNDERGROUND UTILITIES WHEN

EXCAVATING OR CONSTRUCTING UNDER SUCH UTILITIES.

5. CONTRACTOR SHALL INSTALL NEW VALVES. MEGALUG JOINT RESTRAINTS SHALL BE REQUIRED ON ALL

MECHANICAL JOINT FITTINGS IN ADDITION TO CONCRETE BLOCKING.

6. COORDINATE DRAINING OF THE WATER LINES WITH THE SITE WATER OPERATOR AND COR TO SAFELY

DRAIN WATER SYSTEM FOR PREPARATION OF WORK. WATER MUST BE DIVERTED TO A DESIGNATED AREA

AWAY FROM BUILDINGS, PARKING LOTS AND TEST AREAS. WATER MUST BE DRAINED IN A CONTROLLED

MANNER USING A FIRE OR DRAIN HOSE.

GENERAL CONSTRUCTION NOTES

SURFACING

" GRAVEL

NATIVE SOIL

ASPHALT

NATIVE SOIL

NATIVE SOIL

ASPHALT

NATIVE SOIL

NATIVE SOIL

NOTE: SEE SHT 04 FOR VALVE REPLACEMENT/INSTALLATION DETIALS

1. CONTRACTOR MUST PROVIDE TEMPORARY RESTROOM FACILITIES DURING PERIODS OF WATER 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 4 MOBILE RESTROOM TRAILER(S) THAT CONTAIN A MINIMUM

OF 4 STALLS. 2 LOCATED NEAR THE HELSTF FRONT GATE AND 2 LOCATED NEAR THE BUILDINGS IN THE

TECH AREA.

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 SEWAGE REMOVAL AND GENERAL MAINTENANCE AND

CLEANLINESS OF THE TEMPORARY FACILITY.

TEMPORARY RESTROOM FACILITY NOTES

F

WATER

TANK

26122

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 05

SHEET OF

C2

REVISIONS

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

April 24, 2024 NTS

VALVE REPLACEMENT DETAILS

HELSTF WATER MAIN VALVES

REPLACEMENT

VALVE 1 REPLACEMENT DETAIL

NTS

VALVE 2 REPLACEMENT DETAIL

NTS

VALVE 3 REPLACEMENT DETAIL

NTS

VALVE 4 REPLACEMENT DETAIL

NTS

VALVE 5 REPLACEMENT DETAIL

NTS

VALVE 6 REPLACEMENT DETAIL

NTS

VALVE 7 REPLACEMENT DETAIL

NTS

EXISTING

" GRAVEL

SURFACING TO BE REMOVED,

SALVAGED AND REPLACED

EXISTING CHAINLINK FENCE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING ASPHALT TO BE REMOVED

AND REPLACED AS NECESSARY

PER DETAIL 02 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE. ADJUST VALVE TO BE 4" ABOVE

EX GRADE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

REMOVE AND REPLACE EXISTING

VALVE PER DETAIL 03 DWG C3

EXISTING BOLLARD TO BE

REMOVED AND DISPOSED

EXISTING CHAINLINK FENCE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING STEAM LINES TO REMAIN

OPERATIONAL AND BE PROTECTED

DURING CONSTRUCTION

EXISTING FIRE HYDRANT TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

NOTE: 2" PVC PIPELINE MAY BE IN THE IMMEDIATE VICINITY OF VALVE, EXCAVATE WITH CAUTION

EXISTING CHAINLINK FENCE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EXISTING ASPHALT TO BE REMOVED

AND REPLACED PER DETAIL 02

DWG C3. 10 SQ MIN.

EXISTING ASPHALT TO BE REMOVED

AND REPLACED PER DETAIL 02

DWG C3. 10 SQ MIN.

VALVE 8 INSTALLATION DETAIL

SCALE: 1" = 20'

EXISTING CHAINLINK FENCE TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

INSTALL NEW 10" GATE VALVE

PER DETAIL 03 DWG C3

NOTE: VALVE 7 IS ATTACHED TO AC PIPE. REMOVAL OF PIPE FOR VALVE INSTALLATION SHALL BE MADE TO THE NEAREST PIPE BELL (PIPE

STICK LENGTH = 14'). CUTTING OF AC PIPE IS NOT PERMITTED. CONTACT WSMR DPW WATER SHOP FOR ABATEMENT AND DISPOSAL.

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 05

SHEET OF

C3

REVISIONS

J. SILVA J. SILVA

XX

D. GARCIA

J. NUNEZ

R. LOPEZ

April 24, 2024 NTS

CONSTRUCTION DETAILS

24" MIN.

6" METALLIC TRACING TAPE

(BLUE-WATER) 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

WATER PIPE TRENCH SECTION

NTS

HELSTF WATER MAIN VALVES

REPLACEMENT

C

A

B

CONCRETE VALVE SUPPORT DETAIL

NTS

VALVE SUPPORT TABLE

VALVE SIZE A B C

4"

10" 20" 6"

6"

12" 22" 8"

8"

14" 24" 8"

10"

16" 24" 8"

12"

24" 36" 12"

Ø

I N

M

I N

WATER

8"

PVC

COVER MARKED "WATER"

FOR WATER LINE

4000 PSI CONCRETE SET

FLUSH WITH FINISHED GRADE

LINE DIAMETER, SEE NOTE 1

LINE MATERIAL TYPE, SEE NOTE 1

LINE DIRECTION, SEE NOTE 1

VALVE AND VALVE BOX DETAIL

NTS

GRADE AS NECESSARY, 10% MAX

TRACING WIRE LOCATING PORT

PAVED AREA, SEE

DETAIL THIS SHEET

4"X2"X6"

CMU BLOCK

M

I N

C L

E A

R A

N C

E

VALVE BOX, CAST IRON 5-1/4" DIA.

MIN. BARREL, SCREW TYPE

CENTER BOX & ALIGN VERT.

OVER OPERATING NUT

RESILIENT WEDGE GATE VALVE

C-900 PVC PIPE SPOOL TYP.

SMOOTH FINISH

TAPE TRACING WIRE TO

OUTSIDE OF VALVE BOX

COMPACTED FILL

CONCRETE VALVE SUPPORT

SEE DETAIL THIS SHEET

NOTES:

1. TOP OF CONCRETE COLLAR SHALL BE STAMPED WITH LINE SIZE, LINE MATERIAL TYPE, AND DIRECTION.

MINIMUM LETTER SIZE SHALL BE 3" IN HEIGHT.

2. 72 HOURS CURING TIME IS REQUIRED FOR CONCRETE COLLAR PRIOR TO TRAFFIC LOADING UNLESS

THERE IS PRIOR APPROVAL FROM THE COR.

3. TRACING WIRE LOCATING PORT NOT REQUIRED WHEN NO EXISTING TRACING WIRE IS PRESENT ON

EXISTING PIPELINE.

4. 5' MAX. DEPTH TO OPERATING NUT, DEEPER INSTALLATIONS REQUIRE EXTENSION FIXED TO THE

VALVE STEM, AS PER MANUFACTURER RECOMMENDATIONS.

1 - #4 REBAR RING

W/ 2" MIN. COVER

WARNING TAPE

NOTES:

1. CONCRETE STRENGTH IS 3000 PSI

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.

FINISHED GRADE TO BE

RESTORED TO PREVIOUS

CONDITION

M

I N

VERTICAL OFFSET PROFILE

REDUCER PLAN

LGTH

FLOW

LGTH

VALVE PLAN

FLOW

F

L

O

W

L

G

T

H

TEE PLAN

L

G

T

H

L O

W E

R

L G

T H

10"

8"

6"

4"

3"

6"

40'

30'

LENGTH RESTRAINED (L)

TABLE A

LARGE

4"

S M

A L L

TABLE A NOTES:

8"

6"

3"

3" 4"

20'

60'50'

30'

30'

50'

70'

10"8"

50'

LGTH

8"

30'

30'

40'

50'

50'

BRANCH (RESTRAINED)

LENGTH RESTRAINED (L)

R U

N

10" 5'

8"

6"

5'

5'

10'

10'

10'

10'

10'

20'

TABLE C

3"

4"

3"

5'

5'

4"

10'

10'

6"

30'

30'

50'

50'

60'

10"

70'

70'

ELBOW PLAN

TABLE B

LENGTH TO BE RESTRAINED (L)

TABLE B NOTES:

UPPER

LGTH

10'

5'

5'

10'

5'

30'

30'

20'

20'

10'

10'

20'

10'

10'

5'

UPPER - 30'

5'

5'

5'

LOWER - 20'

UPPER - 50'

LOWER - 10'

UPPER - 40'

LOWER - 10'

5'

5'

LOWER - 10'

UPPER - 20'

LOWER - 10'

UPPER - 20'

GENERAL DESIGN RESTRAINT NOTES:

M

I N

M

A I N

U N

LOWER - 5'

UPPER - 10'

LOWER - 5'

UPPER - 10'

UPPER - 10'

LOWER - 5'

UPPER - 10'

UPPER - 10'

LOWER - 5'

LOWER - 5'

UPPER - 20'

LOWER - 10'

UPPER - 30'

LOWER - 10'

UPPER - 20'

LOWER - 10'

LOWER - 5'

LOWER - 5'

UPPER - 10'

UPPER - 10'

80'

50'

70'

40'

30'

TABLE C NOTES:

T

A

B

B

LOWER

LGTH

1) FLOW FROM LARGE SIZE TO SMALL SIZE PIPE.

1) SHORTEST DISTANCE ALLOWABLE BETWEEN TEE END AND FIRST PIPE JOINT ON

MAIN RUN IS 5 FEET.

2) FLOW DIRECTION THROUGH TEE DOES NOT AFFECT LENGTH OR JOINT TO BE

RESTRAINED.

12"

10"

80'

50'

70'

80'

50'

20'12" 5' 5' 5' 40'

60'

70'

70'

12"

80'

80'

60'

12"

10'

30'

20' 5'

LOWER - 25'

UPPER - 50'

LOWER - 10'

UPPER - 15'

LOWER - 15'

UPPER - 30'

90'

1) CONTACT ENGINEER FOR RESTRAINT LENGTHS ASSOCIATED WITH OTHER VERTICAL

OFFSET DEPTHS.

1) BASIS OF DESIGN-EBAA IRON

2) PIPE MATERIAL: PVC Class 150

3) SOIL TYPE: SC, CLAYEY SAND, SANDY CLAY

4) TRENCH TYPE: 4

5) TEST PRESSURE: 150 psi

6) FACTOR OF SAFETY: 1.5 TO 1

7) DEPTH OF BURY: 3 FEET UNLESS OTHERWISE STATED.

8) ALL JOINTS WITHIN LENGTH "LGTH" ARE TO BE RESTRAINED.

90°

HORIZ. ELBOW

45°

HORIZ. ELBOW

22 1/2° HORIZ.

ELBOW

11 1/4° HORIZ.

ELBOW

45° VERT. OFFSET

3.5' TO 5.0'

22½° VERT. OFFSET

3.5' TO 5.0'

11¼° VERT.

OFFSET 3.5' TO 5.0'

DEAD END/

IN-LINE VALVE

TABLE B

(BRANCH)

TABLE C

TABLE B

MJ CONNECTION

w/JOINT RESTRAINT

TABLE A

TABLE B

T

A

B

B

5'14" 5' 5' 5' 25' 45'

60'

70'

70'

14"

80'

80'

60'

65'

14"

10'

40'

20' 5'

LOWER - 25'

UPPER - 60'

LOWER - 10'

UPPER - 15'

LOWER - 15'

UPPER - 30'

110'

12"

14"

95'

70'

85'

95'

50'

30'

PUSH-ON BELL JOINT W/

HARNESS RESTRAINT

MJ CONNECTION W/

JOINT RESTRAINT

PUSH-ON BELL JOINT W/

HARNESS RESTRAINT

PUSH-ON BELL JOINT W/

HARNESS RESTRAINT

PUSH-ON BELL JOINT W/

HARNESS RESTRAINT

PUSH-ON BELL JOINT W/

HARNESS RESTRAINT

MJ CONNECTION W/

JOINT RESTRAINT

MJ CONNECTION W/

JOINT RESTRAINT

MJ CONNECTION W/

JOINT RESTRAINT

MJ X MJ TEE

MECHANICAL JOINT RESTRAINT DETAIL

NTS

HYMAX TRANSITION COUPLING

OR SIMILAR

EXISTING PIPELINE

HYMAX TRANSITION COUPLING

OR SIMILAR

EXISTING PIPELINE

3'3'

AutoCAD SHX Text