B01 Attachment 02 - South Tularosa Drawings.pdf

PDF 6 MB Posted May 8, 2020

Attached to: Mescalero Well Connection and Water Main Extension
Solicitation number: 75H701-20-R-00032
Issued by: Department of Health and Human Services Indian Health Service

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Written by GovTribe AI · Dec 28, 2023

This construction solicitation seeks bids to provide construction of a 6-inch PVC water main and associated appurtenances, as well as new pumphouse piping and plumbing, on the Mescalero Apache Reservation in New Mexico. Relevant details include a requirement to install approximately 5,079 linear feet of 6-inch PVC waterline and connect it to existing infrastructure at various stations, construct a new pressure reducing vault, refurbish two existing pumphouses, and replace existing pressure reducing vaults. The work is to be completed for the Department of Health and Human Services Indian Health Service under solicitation number 75H701-20-R-00032.

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Other files

File	Type	Posted
B05 Amendment No. A0006.pdf	PDF	Jun 22, 2020
B05 Amendment No. A0005.pdf	PDF	Jun 17, 2020
B05 Amendment No. A0004.pdf	PDF	Jun 10, 2020
B05 Amendment No. A0003.pdf	PDF	Jun 2, 2020
B01 Attachment 10 - Technical Provisions.pdf	PDF	May 26, 2020
B05 Amendment No. A0002.pdf	PDF	May 26, 2020
B01 Attachment 02 - South Tularosa Drawings - Sheet 01_5_22_20.pdf	PDF	May 22, 2020
B01 Attachment 01 - Supplemental Technical Provisions_5-22_20.pdf	PDF	May 22, 2020
B05 Amendment No. A0001.pdf	PDF	May 22, 2020
B01 Attachment 09 - Price Breakdown.xls	XLS spreadsheet	May 8, 2020
B01 RFP 75H701-20-R-00032.pdf	PDF	May 8, 2020
B01 Attachment 05 - Self Performed Calculation Sheet (Construction).docx	DOCX document	May 8, 2020
B01 Attachment 08 - Key Personnel Resume Form.docx	DOCX document	May 8, 2020
B01 Attachment 06 - Company Specialized Experience Form.docx	DOCX document	May 8, 2020
B01 Attachment 01 - Supplemental Technical Provisions.pdf	PDF	May 8, 2020
B01 Attachment 07 - Past Performance Questionnaire.docx	DOCX document	May 8, 2020
B01 Attachment 04 - Wage Determination.pdf	PDF	May 8, 2020
B01 Attachment 03 - Orosco Drive Drawings.pdf	PDF	May 8, 2020

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YDH

WVWV

NEW 8" GV (N/O).

SHEET NO. SUBJECT

SANITATION FACILITIES CONSTRUCTION

PUBLIC LAW 86-121 I.H.S.

PROJECT NO. AL-17-A79

SOUTH TULIE CANYON WELL CONNECTION

MESCALERO APACHE TRIBE

OTERO COUNTY, NM

CONSTRUCTION DRAWINGS

1. COVER SHEET & LOCATION MAP

2. NOTES & SYMBOLS

3. PRELIMINARY MAP OF DEFINITE LOCATION

4. SHEET INDEX

5. PLAN & PROFILE - STA. 10+00 TO 18+00

6. PLAN & PROFILE - STA. 18+00 TO 30+00

7. PLAN & PROFILE - STA. 30+00 TO 43+00

8. PLAN & PROFILE - STA. 43+00 TO 54+00

9. PLAN & PROFILE - STA. 54+00 TO 60+44

10. PRV & VAULT DETAILS

11. NORTH PUMPHOUSE DETAILS

12. NORTH PUMPHOUSE ELECTRICAL DETAILS

13. DETAILS

SHEET INDEX

LOCATION MAP

VICINITY MAP

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ERVICE

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EX. NORTH PUMPHOUSE

TO BE REFURBISHED

CONNECTION TO

EX. WATERLINE

GRETCHEN TSOSIE, P.E. DATE

ACTING DIRECTOR, DSFC

NEW 6" PVC

WATERLINE

EX. SOUTH PUMPHOUSE

TO BE REFURBISHED

Attachment 02 - South Tularosa Drawings Solicitation Number: 75H701-20-R-00032

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PRESSURE REDUCING VALVE ELEV = 7304 FT OUTLET PRESSURE = ?? PSI HGL = ?? FT

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6" PVC (AL-97-727)

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6" PVC (AL-97-727)

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6" PVC (AL-97-727)

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SOUTH TULAROSA CANYON

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RUIDOSO

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SANTA

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TAOS

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EL PASO

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CRUCES

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LAS

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ZUNI

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GALLUP

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FARMINGTON

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CARLSBAD

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ROSWELL

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SANTA

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ROSA

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CLOVIS

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PUEBLO

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LAGUNA PUEBLO

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ALBUQUERQUE

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PROJECT LOCATION

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JEMEZ

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FILE NAME:

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PUBLIC LAW 86-121

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SHEET

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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COVER SHEET

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

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B. SHERER

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S. TULAROSA CANYON

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EXP. 12/31/2021

S S S

SSL SSL

SFM SFM

W W W W W W W

S S S S S

SSL SSL SSL

SFSL SFSL

SFSL SFSL SFSL

SFM SFM SFM

WSL WSL WSL WSL WSL

LEGEND

PROPOSED EXISTING

GENERAL

SEWER

BENCHMARK

SEWER MAIN IRON PIN

SEWER SERVICE LINE EXISTING CONTOUR

SEWER FORCE MAIN PROPOSED CONTOUR

SEWER FORCE SERVICE LINE CULVERT

SEWER MANHOLES DIRECTIONAL DRILLING

ONE-WAY CLEANOUT FENCE

TWO-WAY CLEANOUT FIBER OPTIC

SEPTIC TANK

GAS, ELECTRIC, TELEPHONE

LIFT STATION LIGHT POLE

INSULATION

AV/ARV

POWER POLE

WATER

PROPANE TANK

WATER MAIN PROPERTY LINE

WATER SERVICE LINE RIGHT-OF-WAY

GATE VALVES

ROAD (DIRT/GRAVEL)

FIRE HYDRANT W/VALVE

ROAD (PAVED)

FLUSH HYDRANT W/VALVE

ROAD BORING/CROSSING

SIGN

SADDLE W/CORPORATION STOP SOIL BORING

CURB STOP W/BOX SWAMP

INDIVIDUAL PRESSURE

RELEASE VALVE

TELEPHONE PED

YARD HYDRANT TRACING WIRE BOX

METER PIT/BOX TREE LINE

IN-GROUND PRESSURE TANK TREE

WELL UTILITY RIGHT OF WAY

WASH CROSSING

RIP RAP

CONTROL POINT

ELECTRIC PED

FENCE CORNER

GUY / ANCHOR

MONUMENT

MONITORING WELL

TEMPORARY BENCHMARK

TANK

CATV PEDESTALS

FO FO FO

TEL

COMM

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ERVICE

- PH

GENERAL NOTES

1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE

RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF

RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO

EXCAVATION.

2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE

SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES,

DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES

THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS.

3. BURY DEPTH OF WATER MAIN AND SERVICES WILL BE 4' BELOW EXISTING GROUND.

4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT

LOCATION OF PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)

UTILITIES

NEW MEXICO DEPARTMENT OF TRANSPORTATION

4505 W. 2ND

ROSWELL, NM 88202

TERRY HUTCHERSON

(575) 637-7200

CONTACTS

ENGINEERING:

INDIAN HEALTH SERVICE

ALBUQUERQUE INDIAN HOSPITAL

9801 VASSAR DR. NE

ALBUQUERQUE, NM 87106

BRADLEY SHERER

(505) 248-7624

OWNER:

MESCALERO APACHE TRIBE

MESCALERO UTILITY DEPARTMENT

556 SOLDER CANYAN ROAD

MESCSALERO, NM 88340

CHRIS LITTLE

(575) 464-4311

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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NOTES AND LEGEND

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

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B. SHERER

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N 20°53'21" W 407.77'

S 77°02'17" W 24.92'

N 32°53'49" W 489.27'

N 19°59'37" W 342.31'

N 26°57'13" W 232.04'

N 13°31'46" E 312.05'

N 23°28'09" E 303.91'

TRUE POINT OF

BEGINNING

PARCEL "A"

WATERMAIN EASEMENT - PARCEL "A"

A 20 FOOT EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF A

WATERMAIN,

BEING 10 FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTER LINE;

ALL THE REAL PROPERTY SITUATED IN SECTIONS 18, 19 & 30, T-14S, R-12E,

N.M.P.M, OTERO COUNTY, NEW MEXICO, MORE PARTICULARLY DESCRIBED AS

FOLLOWS;

BEGINNING AT A POINT DESCRIBED AS PHOTO CONTROL POINT

"GPS-11/PP-109", COORDINATES BEING N=788,345.923, E=1,773,736.199

THENCE S 43° 31' 38" E A DISTANCE OF 47,810.12 FEET TO A POINT ON A LINE

BEING THE TRUE POINT OF BEGINNING OF PARCEL "A";

THENCE S 77° 02' 17" W A DISTANCE OF 24.92 FEET TO A POINT ON A LINE,

THENCE N 20° 53' 21" W A DISTANCE OF 407.77 FEET TO A POINT ON A LINE,

THENCE N 03° 02' 32" W A DISTANCE OF 265.63 FEET TO A POINT ON A LINE,

THENCE N 14° 45' 31" W A DISTANCE OF 499.73 FEET TO A POINT ON A LINE,

THENCE N 24° 19' 52" W A DISTANCE OF 679.32 FEET TO A POINT ON A LINE,

THENCE N 32° 53' 49" W A DISTANCE OF 489.27 FEET TO A POINT ON A LINE,

THENCE N 19° 46' 04" W A DISTANCE OF 456.21 FEET TO A POINT ON A LINE,

THENCE N 19° 59' 37" W A DISTANCE OF 342.31 FEET TO A POINT ON A LINE,

THENCE N 21° 51' 06" W A DISTANCE OF 546.48 FEET TO A POINT ON A LINE,

THENCE N 26° 57' 13" W A DISTANCE OF 232.04 FEET TO A POINT ON A LINE,

THENCE N 04° 39' 59" E A DISTANCE OF 140.68 FEET TO A POINT ON A LINE,

THENCE N 13° 31' 46" E A DISTANCE OF 312.05 FEET TO A POINT ON A LINE,

THENCE N 32° 40' 08" E A DISTANCE OF 343.21 FEET TO A POINT ON A LINE,

THENCE N 23° 28' 09" E A DISTANCE OF 303.91 FEET TO A POINT ON A LINE,

THENCE N 27° 46' 17" E A DISTANCE OF 35.73 FEET TO A POINT ON A LINE,

SAID POINT BEING THE END OF PARCEL "A".

PARCEL "A" HAS A TOTAL LENGTH OF 5,079.26 FEET AND A TOTAL AREA OF

2.3321 ACRES, MORE OR LESS.

END OF PARCEL "A"

PHOTO CONTROL POINT

"GPS-11/PP-109"

N=788,345.923

E=1,773,736.199

N 24°19'52" W 679.32'

N 19°46'04" W 456.21'

N 21°51'06" W 546.48'

N 04°39'59" E 140.68'

N 32°40'08" E 343.21'

N 27°46'17" E 35.73'

ENGINEER'S AFFIDAVIT

I, BRADLEY K. SHERER DO HERE BY CERTIFY THAT I AM A REGISTERED

PROFESSIONAL ENGINEER, EMPLOYED BY THE ALBUQUERQUE AREA INDIAN

HEALTH SERVICE; THAT THE SURVEY FOR THE WATER EASEMENT AS PER

LEGAL DESCRIPTION AND AS SHOWN ON THIS MAP WAS CONDUCTED UNDER

MY SUPERVISION AND THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE

THE SURVEY IS ACCURATELY REPRESENTED.

BRADLEY K. SHERER, PE DATE

ACTING DISTRICT ENGINEER

N 03°02'32" W 265.63'

N 14°45'31" W 499.73'

N 20°53'21" W 407.77'

I P

I N

APPROVAL OF EASEMENT

IN ACCORDANCE WITH THE MEMORANDUM OF AGREEMENT OF JOINT

PARTICIPATION FOR PROJECT AL-17-A79, EXECUTED SEPTEMBER 13, 2017, THE

DESCRIPTION FOR LOCATION OF THE PROPOSED FACILITIES, AS SHOWN ON THESE

DRAWINGS IS ACCEPTABLE AND ALL SUCH LANDS DESCRIBED ARE CERTIFIED AS

TRIBAL LANDS HELD BY THE MESCALERO APACHE TRIBE AND THAT SUCH LANDS

ARE MADE AVAILABLE TO THE INDIAN HEALTH SERVICE FOR USE IN ACCOMPLISHING

THIS SAID PROJECT.

PRESIDENT, MESCALERO APACHE TRIBE DATE

( IN FEET )

1 inch = ft.300

300 600150

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ERVICE

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PRELIMINARY MAP OF DEFINITE LOCATION

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PUBLIC LAW 86-121

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SHEET

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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PRELIMINARY MAP OF DEFINITE LOCATION

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

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B. SHERER

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Y D

WVWV

NEW 8" GV (N/O).

SHEET 5

SHEET 6

SHEET 7

SHEET 8

SHEET 9

NEW PRV VAULT #1,

CONNECT TO WATERMAIN

ELEV = 7512.00'

INLET = 142 PSI

OUTLET = 40 PSI

CONNECT TO WATERMAIN

NEW 6" WATERMAIN

EX. NORTH PUMPHOUSE

TO BE REFURBISHED

S L

YDH

Y DH

Y D

REPLACE EXISTING PRV VAULT #2

N = 763000.17'

E = 1805076.98'

ELEV = 7299.00'

INLET = 132 PSI

OUTLET = 40 PSI

REPLACE EXISTING PRV VAULT #4

N = 778903.08'

E = 1796717.98'

ELEV = 6812.50'

INLET = 152 PSI

OUTLET = 40 PSI

REPLACE EXISTING PRV VAULT #3

N = 770753.73'

E = 1801352.20'

ELEV = 7071.00'

INLET = 139 PSI

OUTLET = 40 PSI

( IN FEET )

1 inch = ft.400

400 800200

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SHEET INDEX

( IN FEET )

1 inch = ft.1000

1000 2000500

PRV REPLACEMENTS

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6" PVC

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4" WL

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GOES 18" BELOW SCH 40 PVC

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4" PVC

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6" AGENCY WL & SOUTH FORK TULAROSA

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DRAIN FIELD AL-99-748

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DRAIN FIELD AL-98-737

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DRAIN FIELD AL-00-758

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DRAIN FIELD AL-00-758

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4" PVC SCH 40

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4" PVC AL-96-715

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4" PVC AL-15-A25

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DRAINFIELD AL-17-A71

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PRV

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PRV

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PRV

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PUBLIC LAW 86-121

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SHEET

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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SHEET INDEX

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

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B. SHERER

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W W

17+00

18+00

EXISTING PRV VAULT

STA. 10+00

NEW 6" GATE VALVE,

CONNECT TO EX. 6"

WATERLINE

EXISTING 6" WATERLINE

NEW 6" PVC

WATERLINE

NEW PRV VAULT

SEE ENLARGED DETAIL,

THIS SHEET

EXISTING FLUSH

HYDRANT

STA. 16+01

NEW ARV

EX. GROUND

NEW 6" PVC

WATERLINE

STA. 10+00

INSTALL 6" TEE,

CONNECT TO EX.

6" WATERLINE

ARV

STA. 15+90

CROSS EX.

WATERMAIN

STA. 16+01

INSTALL NEW ARV

4' MIN

NEW PRV VAULT,

SEE DETAILS

EX. FIRE HYDRANT

& VALVE

EX. 6" GATE VALVE

NEW 6" GATE VALVE

EX. PRV VAULT,

ABANDON PER

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50 10025

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GRAVEL ROAD

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6" PVC (AL-97-727)

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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AL-17-A79

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EXISTING 6" WATERLINE

NEW 6" PVC

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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AL-17-A79

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W W

FOUND ROW T-RAIL

42+00

NEW 6" PVC

WATERLINE

EXISTING 6" WATERLINE

G R

A V

E L

O A

EX. GROUND

NEW 6" PVC

WATERLINE

4' MIN

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( IN FEET )

1 inch = ft.50

50 10025

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

AutoCAD SHX Text

VERTICAL PVC

AutoCAD SHX Text 36+00

AutoCAD SHX Text 35+00

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

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INIT.

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

AutoCAD SHX Text

SHEET

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OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

INDIAN HEALTH SERVICE

AutoCAD SHX Text

801 VASSAR DR. NE

AutoCAD SHX Text

ALBUQUERQUE, NM 87106

AutoCAD SHX Text

(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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PLAN AND PROFILE

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

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B. SHERER

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MATCHLINE - SEE PREVIOUS SHEET

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MATCHLINE - SEE NEXT SHEET

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MATCHLINE - SEE PREVIOUS SHEET

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MATCHLINE - SEE NEXT SHEET

AutoCAD SHX Text 21083

EXISTING 6" WATERLINE

NEW 6" PVC

WATERLINE

USE CAUTION IN THIS

AREA AS NEW PIPE WILL

BE CLOSE TO EX. PIPE

STA. 53+53

NEW ARV

NEW 6" PVC

WATERLINE

EX. GROUND

ARV

STA. 53+42

CROSS EX. WATERMAIN

STA. 53+53

NEW ARV

4' MIN

INDIAN H

ERVICE

- PH

( IN FEET )

1 inch = ft.50

50 10025

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

AutoCAD SHX Text

6" PVC (AL-97-727)

AutoCAD SHX Text 48+00

AutoCAD SHX Text 47+00

AutoCAD SHX Text 46+00

AutoCAD SHX Text 45+00

AutoCAD SHX Text 44+00

AutoCAD SHX Text 43+00

AutoCAD SHX Text 42+00

AutoCAD SHX Text 49+00

AutoCAD SHX Text 50+00

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AutoCAD SHX Text 53+00

AutoCAD SHX Text 54+00

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

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INIT.

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

INDIAN HEALTH SERVICE

AutoCAD SHX Text

801 VASSAR DR. NE

AutoCAD SHX Text

ALBUQUERQUE, NM 87106

AutoCAD SHX Text

(505) 248-4067

AutoCAD SHX Text

SOUTH TULIE CANYON WELL CONNECTION

AutoCAD SHX Text

MESCALERO, NM

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

AL-17-A79

AutoCAD SHX Text

S. YINGLING

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

MATCHLINE - SEE PREVIOUS SHEET

AutoCAD SHX Text

MATCHLINE - SEE NEXT SHEET

AutoCAD SHX Text

MATCHLINE - SEE PREVIOUS SHEET

AutoCAD SHX Text

MATCHLINE - SEE NEXT SHEET

AutoCAD SHX Text 21083

60+79

EXISTING 6" WATERLINE

STA. 60+79

CONNECT NEW

WATERLINE TO EXISTING

6" WATERLINE

NEW 6" PVC

WATERLINE

EXISTING WELL

TO REMAIN

SEE ENLARGED DETAIL,

THIS SHEET

STA. 55+24

NEW ARV

EXISTING PUMPHOUSE TO

REMAIN, SEE DETAILS FOR

REPLUMBING DETAILS

INSTALL 2-EA 12-FT WIDE

DOUBLE SWING GATES ON

EXISTING FENCING

EX. GROUND

NEW 6" PVC

WATERLINE

STA. 60+44

NEW 6" TEE,

CONNECT TO EX.

6" WATERLINE

ARV

STA. 55+13

CROSS EX.

WATERMAIN

STA. 55+24

NEW ARV

4' MIN

EX. PIPE AND VALVE TO

BE ABANDONED IN

PLACE

REMOVE EX. TEE AND G.V.,

INSTALL NEW 6" PVC WATER

MAIN, APPROX 8 L.F.

CONNECT TO EX.

WATER MAIN, NEW 6"

MJ TEE

NEW 2" FLUSH HYDRANT

& G.V. ASSEMBLY

NEW 6" G.V. AND BOX (N/O)

NEW 6" G.V. AND BOX

EX. 6" WATERLINE TO REMAIN

NEW 6" G.V. AND

BOX (N/O)

( IN FEET )

1 inch = ft.50

50 10025

INDIAN H

ERVICE

- PH

SCALE:

1" = 50' HORIZONTAL

1" = 5' VERTICAL

AutoCAD SHX Text

INDIAN SERVICE ROUTE 381

AutoCAD SHX Text 60+00

AutoCAD SHX Text 59+00

AutoCAD SHX Text 58+00

AutoCAD SHX Text 57+00

AutoCAD SHX Text 56+00

AutoCAD SHX Text 55+00

AutoCAD SHX Text 54+00

AutoCAD SHX Text 61+00

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

AutoCAD SHX Text

INIT.

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

INDIAN HEALTH SERVICE

AutoCAD SHX Text

801 VASSAR DR. NE

AutoCAD SHX Text

ALBUQUERQUE, NM 87106

AutoCAD SHX Text

(505) 248-4067

AutoCAD SHX Text

SOUTH TULIE CANYON WELL CONNECTION

AutoCAD SHX Text

MESCALERO, NM

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

AL-17-A79

AutoCAD SHX Text

S. YINGLING

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

MATCHLINE - SEE PREVIOUS SHEET

AutoCAD SHX Text

MATCHLINE - SEE PREVIOUS SHEET

AutoCAD SHX Text

ENLARGED DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text 21083

SECTION "A-A"

PRV & VAULT - PROFILE VIEW

NTS

NOTES:

1. PROVIDE PADLOCK FOR EACH

ACCESS HATCH KEYED TO

EXISTING MASTER SET.

KEYED NOTES:

1. ACCESS HATCH, 24"x36" W/ LOCKING

MECHANISM, HALLIDAY PRODUCTS OR

EQUAL

2. 4" GALVANIZED VENT

3. 6" DI, LENGTH AS NEEDED

4. 6"x4" DI REDUCING TEE (FLxFLxFL) W/1" TAP

ON TOP, 6"x2" TAPPED FLANGE

5. 2" GALVANIZED THREADED EACH END

LENGTH AS NEEDED

6. ELBOW, 2", 90°, GALVANIZED

7. BALL VALVE, 2"

8. PRESSURE REDUCING VALVE, 2" CLA-VAL,

INLET/OUTLET PRESSURE AS NOTED ON

DRAWINGS.

9. GATE VALVE, 4", FLANGED

10. PRESSURE REDUCING VALVE, 4" (FLxFL), CLA-VAL, INLET/OUTLET PRESSURE AS

NOTED ON DRAWINGS.

11. CROSS, 6"x6"x6"x4" DI (FLxFLxFLxFL) W/1" TAP

ON TOP, BUSHING AND PRESSURE

GAUGE/HOSE BIBB ASSEMBLY, 6" BLIND

FLANGE WITH 2" TAP, 2"x1" BUSHING

12. 1", GI PIPE, THREADED AS NEEDED

13. PRESSURE RELIEF VALVE, 3/4", SPRING

SETTING 155 PSI

14. BALL VALVE, 1"

15. ACCESS DOOR, DOUBLE LEAF OPENING ,W/

LOCKING MECHANISM. 3.5'X5' OPENING.

PRODUCTS MODEL S2R6042 OR APPROVED

EQUAL SEE DETAILS

16. ALUMINUM LADDER

17. TURBINE FLOW METER, 6" FL

18. STRAINER, 6" FL

19. PRESSURE GAUGE ASSEMBLY, SEE DETAIL

20. D.I. SPOOL, SAME LAY LENGTH AS FLOW

METER, W/ HARDWARE, LEFT IN VAULT TO

REPLACE METER IF SERVICED.

SERVICE SADDLE W/ 1"

NPT CONNECTION (FORD S71)

NOTES:

1. TWO PIPE SUPPORTS TO BE PROVIDED FOR EACH VAULT.

BASE TO BE SUPPORTED ON CONCRETE BLOCK.

PIPE SUPPORT DETAIL

NTS

PAINTED STEEL W/ PRIMER &

TWO COATS OF BLACK EPOXY

FLOOR FLANGE

2" GALV. PIPE

PRESSURE GAUGE,

LIQUID FILLED,

0-200 PSI

BALL VALVE,

BRASS 3/4"

CARRIER PIPE

NIPPLE, 3/4", GALV

TEE, 3/4", BRASS

HOSE BIBB, 3/4", BRASS

W/ VACUUM BREAKER

NIPPLE, 3/4", GALV

BUSHING 1"x3/4", BRASS

SERVICE SADDLE W/ 1"

NPT CONNECTION (FORD S71), OR DRILLED TAP ON TEE/CROSS

TYPICAL PRESSURE GAUGE/HOSE BIBB ASSEMBLY "DETAIL A"

NTS

TYPICAL PRESSURE GAUGE ASSEMBLY

NTS

PRESSURE GAUGE,

LIQUID FILLED,

0-200 PSI

BALL VALVE,

BRASS 3/4"

CARRIER PIPE

NIPPLE, 3/4", GALV

BUSHING 1"x3/4", BRASS

SERVICE SADDLE W/ 1"

NPT CONNECTION

45° ELBOW, BRASS

BUSHING 3/4"x1/4", BRASS

HOSE BIBB, 3/4", BRASS

W/ VACUUM BREAKER

NIPPLE, 3/4", GALV

TYPICAL HOSE BIBB ASSEMBLY

NTS

PIPE CROSS

SECTION

DOUBLE STRAP SADDLE,

1" NPT OUTLET

BUSHING 1"x3/4", BRASS

PRV & VAULT - PLAN VIEW

NTS

5 8 5 7 5

FLOW

1'-6"

NO. 24 MESH SCREEN

WELDED TO INSIDE

LINK-SEAL ON ALL

VAULT PENETRATIONS

FLOW

PIPE SUPPORT

EXISTING WATER MAIN

TO BE ABANDONED

NEW 6-INCH D.I. WATER MAIN

CONNECT TO EXISTING

WATER MAIN

CONNECT TO EXISTING

WATER MAIN

EXISTING

WATER MAIN

FLOW

EXISTING

WATER MAIN

NEW 6-INCH D.I. WATER MAIN

INDIAN H

ERVICE

- PH

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

CHECKED BY:

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PROJ ENG:

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DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

INDIAN HEALTH SERVICE

AutoCAD SHX Text

801 VASSAR DR. NE

AutoCAD SHX Text

ALBUQUERQUE, NM 87106

AutoCAD SHX Text

(505) 248-4067

AutoCAD SHX Text

SOUTH TULIE CANYON WELL CONNECTION

AutoCAD SHX Text

MESCALERO, NM

AutoCAD SHX Text

PRV & VAULT

AutoCAD SHX Text

AL-17-A79

AutoCAD SHX Text

S. YINGLING

AutoCAD SHX Text

B. SHERER

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B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text 21083

BILL OF MATERIALS

N/O

N/C

NORTH PUMPHOUSE

SCALE: 1/2"=1'-0"

EX. PUMPHOUSE

TO REMAIN

PUMPHOUSE

ADDITION

NOTE:

1. ALL EXISTING

PIPING TO BE

REMOVED PRIOR

TO CONSTRUCTION.

2. PROTECT OR

RESTORE EXISTING

FENCING.

3. STATIC WORKING

PRESSURE = 190

PSI

NOTE:

ALL EXISTING ELECTRICAL

TO REMAIN IN-PLACE

INDIAN H

ERVICE

- PH

AutoCAD SHX Text

CHECK VALVE, 3" SWING W/ BOLTS AND FLANGES

AutoCAD SHX Text

PRESSURE GAUGE, LIQUID FILLED, 4-1/2" FACE, 1/2" NPT, 0-300 PSI

AutoCAD SHX Text

VALVE, BRASS STOP COCK, 3/4"

AutoCAD SHX Text

3/4" GALV. PIPING AS NEEDED

AutoCAD SHX Text

COMPANION FLANGE, 4'' FIPT (NOT ALL ARE KEYNOTED)

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

QUAN.

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TEE, 3" FLANGED, D.I.

AutoCAD SHX Text

GATE VALVE, 3" FLANGED D.I. W/ WHEEL

AutoCAD SHX Text

3" BADGER METER - M2000

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

3" D.I. SPOOL, LENGTH AS NEEDED

AutoCAD SHX Text

ELBOW, 3" D.I.

AutoCAD SHX Text

HOSE BIBB W/ VACUUM BREAKER

AutoCAD SHX Text

SADDLE, 3" X 3/4"

AutoCAD SHX Text

1" COMBINATION AIR VACUUM / RELIEF VALVE, CLA-VAL SERIES 33A

AutoCAD SHX Text

3" SURGE ANTICIPATOR VALVE, ANGLE

AutoCAD SHX Text

3/8" DIA. PIPE, COPPER W/ 3/8" COPPER ADAPTOR, MIPT

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

INJECTOR

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

PIPE SUPPORT

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

NOT USED

AutoCAD SHX Text

3" FLOW CONTROL VALVE, WITH WIRING/CONTROLS TO PANEL

AutoCAD SHX Text

NEW CHLORINE TANKS

AutoCAD SHX Text

NEW DOUBLE SPILL DECK

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

%%UPROFILE VIEW

AutoCAD SHX Text

NEW CHLORINE PUMP

AutoCAD SHX Text

PUMPHOUSE ADDITION TO BE BUILT BY OTHERS

AutoCAD SHX Text

NEW WALL PENETRATION, INSTALL FLAP VALVE W/ NO. 24 MESH SCREEN

AutoCAD SHX Text

NEW WALL PENETRATION, INSTALL FLAP VALVE W/ NO. 24 MESH SCREEN

AutoCAD SHX Text

NEW WALL PENETRATION, INSTALL FLAP VALVE W/ NO. 24 MESH SCREEN

AutoCAD SHX Text INSTALL BRASS TEE, BALL VALVE, AND COPPER SENSING LINE TO SURGE ANTICIPATOR VALVE

AutoCAD SHX Text S

AutoCAD SHX Text

NEW BREAKER PANEL

AutoCAD SHX Text

NEW HEATER WITH THERMOSTAT

AutoCAD SHX Text

NEW CONTROL PANEL

AutoCAD SHX Text

%%UELECTRICAL PLAN

AutoCAD SHX Text

EXHAUST FAN SEE DETAIL 61C, BOTTOM OPENING TO BE 1'-0" A.F.F.

AutoCAD SHX Text

GRAVITY OPERATED LOUVERED VENT, BOTTOM OPENING TO BE 6'-0" A.F.F.

AutoCAD SHX Text

CHLORINE TANK

AutoCAD SHX Text

NEW CHLORINE PUMP

AutoCAD SHX Text

NEW THERMOSTAT

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

NEW TRANSFORMER

AutoCAD SHX Text

EX. METER AND MAIN DISCONNECT

AutoCAD SHX Text

NEW MANUAL TRANSFER SWITCH AND CONNECTION FOR PORTABLE GENERATOR

AutoCAD SHX Text

%%UKEYED ELECTRICAL NOTES

AutoCAD SHX Text CHEMICAL PUMP OUTLET. CHEMICAL PUMP SWITCHED BY NEW RTU, INTERLOCKED W/FLOW. FAN TO BE CONTROLLED BY: PLC, DOOR SWITCH AND OVERRIDE SWITCH. DOOR SWITCH TO BE LIMIT SWITCH. LIMIT SWITCH TO BE SQUARE-D#9007C54E OR APPROVED EQUAL. VENT FAN FOR EXHAUSTING CHEMICAL VAPORS. VERIFY LOCATION WITH ENGINEER. VENT FAN TO BE GREENHECK MODEL CW-101-4, DAMPER GREENHECK MODEL WD-320 OR APPROVED EQUAL. CONDUIT IN CHLORINE ROOM TO BE SCHEDULE 80 PVC. ALL EXPOSED ELECTRICAL WILL BE NON-METALLIC OR STAINLESS STEEL INCLUDING BOXES AND COVERS. INTERIOR LIGHTING CONTROLLED BY SWITCH LOCATED NEAR DOOR. 20A OUTLET W/ DEDICATED BREAKER. JUNCTION BOX WITH WIRING FROM FLOW METER TO CONTROL PANEL. JUNCTION BOX WITH WIRING FROM CONTROL VALVE TO CONTROL PANEL. GROUNDING AS PER NEC. INSTALL 2 " X 8' GROUND 58" X 8' GROUND RODS AT LEAST 6-FT APART. CONNECTION BY EXOTHERMIC WELDING SUCH AS CADWELD. MOTION LIGHT, AS SPECIFIED. ALARM BEACON. TO BE INTERFACED WITH PLC TO ILLUMINATE WHEN AN ALARM HAS BEEN TRIGGERED, AS SPECIFIED.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

LAYOUT NAME:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

INIT.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

PROJ ENG:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PUBLIC LAW 86-121

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OFFICE OF ENVIRONMENTAL

AutoCAD SHX Text

SANITATION FACILITIES CONSTRUCTION

AutoCAD SHX Text

HEALTH & ENGINEERING

AutoCAD SHX Text

INDIAN HEALTH SERVICE

AutoCAD SHX Text

801 VASSAR DR. NE

AutoCAD SHX Text

ALBUQUERQUE, NM 87106

AutoCAD SHX Text

(505) 248-4067

AutoCAD SHX Text

SOUTH TULIE CANYON WELL CONNECTION

AutoCAD SHX Text

MESCALERO, NM

AutoCAD SHX Text

NORTH PUMPHOUSE PLUMBING TREE

AutoCAD SHX Text

AL-17-A79

AutoCAD SHX Text

S. YINGLING

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text

B. SHERER

AutoCAD SHX Text 21083

SOUTH TULAROSA NORTH (LOWER) PUMPHOUSE SITE ELECTRICAL

NTS

0 00 00 1

HOURS

POWER

SUPPLY

BATTERY

CHARGER

ALTRONIX

AL400ULXB

90A

CIRCUIT

BREAKER

SQUARE-D

HDL36090

PLC

(PROGRAMMABLE

LOGIC

CONTROLLER)

ALLEN

BRADLEY

MICROLIGIX

1400 BASE

#1766-L32BXB

ANALOG

INPUT

AB-1762-IF4

BATTERY

POWERSONIC

PS-12350

BATTERY

POWERSONIC

PS-12350

OVERCURRENT

PROTECTION

AIR

GAP

SPD

870-523/281-580

RELAY:

IDEC

RH2B-ULC

BASE:

IDEC

SH2B-05

TERMINAL

BLOCKS

WAGO

SERIES

LOW

POWER

DISCONNECT

ALTRONIX

LPD

FUSE

BLOCK

ALTRONIX

PD8UL

R0 R1 R2 R3 R4 R5

MSF1 MSF2 MSF3

LPD

CUTOUT

HOLDING

RELAY

START

PUMP

SPARE MSV OCC

MOTOR

SAVER

FRANKLIN

SUBMONITOR

5860005000

ALLEN

BRADLEY

SMC

FLEX

SOFT

STARTER

100A

NON-FUSIBLE

DISCONNECT

SQUARE-D

9422-ATEN101

FERRAZ

SHAWMUT

30323

TRM

.5A

FUSES

DISTRIBUTION

BLOCK

ILSCO

#PDC11-2/0-1

TRANSDUCER

SPDS

ESTERLINE

#50-02-2790

ANALOG

OUTPUT

AB-1762-OF2

CR-2

VENT

FAN

CONTACTOR

ALLEN

BRADLEY

400-DP25ND1

CR-1

CHEM

PUMP

CONTACTOR

ALLEN

BRADLEY

400-DP25ND1

RUN

FAIL

NORMAL TIMER

0 638 4

BEACON

VALVE

PHOENIX

CONTACT

RAD-900-ISM

ALTRONIX

AL400ULXB

*NOTE*

JUMPER

OPEN:

24VDC

OUTPUT

JUMPER

CLOSED:

12VDC

OUTPUT

V R

S W

INPUT

R L

ALTRONIX

LPD

OUTPUT

*NOTE*

FOR

24V:

SW1

CLOSED

SW2

OPEN

P D

P O

W E

D I S

T R

I B

U T

I O

U N

I T

MAIN

FUSE

C O

M M

O N

P O

W E

O U

T P

U T

F U

S E

P O

W E

O U

T P

U T

N P

GNDI+24V

LINK

POWER

OUT IN

4-20

LOOP

P H

O E

N I X

C O

N T

A C

DIGITAL

1A 1B 2A 2B

OUT

VAC

L2/N

OUT

VAC

DC5

OUT

NC NC

GND VAC

DC0

VAC

DC1

VAC

DC2

VAC

DC3

VAC

DC4

OUT

VAC

DC5

OUT

RELAY

OUT

POWER

COM

NCGND NC NC

ALLEN

BRADLEY

POWER

RUN

FAULT

FORCE

MICROLOGIX

ESC

ANALOG

INPUT

POWER

INPUT

MICROLOGIXMICROLOGIX

ANALOG

INPUT

POWER

INPUT

SUBMONITOR

RESET

BUTTON

MINUTE

MINIMUM

TIMEOUT)

GREEN-OK

RED-TRIPPED

FRANKLIN

ELECTRIC

39 3939 59

22 2222

C F

E R

INPUT

PHASE

E1 E2 E3

L3L2L1

E1 E2 E3

L3L2L1

A B

P F

B A

T T

E R

C F

R E

23 232321

INPUT

PHASE

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

AC110-120V

50/60Hz

13 14

IDEC

120VAC

8 5

RH2B-ULC

DC24V

50/60Hz

13 14

IDEC

24VDC

8 5

SUB

MONITOR

PRESS

SELECT/EDIT/SAVE

TURN

FOR

OPTIONS/ADJUST

FRANKLIN

ELCTRIC

HAND OFF AUTO

VOLTS 478 480

AMPS 12.2

11.5 12.5

PUMP RUNING

MESCALERO APACHE

SOUTH TULAROSA PRODUCTION WELL

PUMP CONTROL PANEL

224.3"

288.0"

196.8"

269.6"

SOUTH TULAROSA PRODUCTION WELL RTU ENCLOSURE

FRONT VIEW - NTS

SOUTH TULAROSA PRODUCTION WELL RTU ENCLOSURE

BACK PLATE - NTS

INDIAN H

ERVICE

- PH

AutoCAD SHX Text

4 #1/0 AWG THHN IN 2" GRC

AutoCAD SHX Text

ELECTRICAL SERVICE: 480V, 3-PH, 200A

AutoCAD SHX Text

200A METER CAN W/ BYPASS 600V, 3PH, 4W NEMA 3R MILBANK #U9701-RXL

AutoCAD SHX Text

4 #1/0 AWG THHN IN 2" GRC

AutoCAD SHX Text 200A SAFETY SWITCH 600V, 3-PH, 3P, 4W NEMA 3R (MAIN DISCONNECT) SQUARE-D #H364NRB, FUSED @ 150A SHAWMUT #TRS150R GROUNDING AS PER NEC 205

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3 #1/0 AWG THHN 1 #6 AWG THHN GROUNDING CONDUCTOR IN 2" EMT

AutoCAD SHX Text MANUAL TRANSFER SWITCH: 600V, 3PH, 3W 200A, NEMA 3R, NON- FUSED, DOUBLE THROW, SIEMENS #DTNF364R GROUNDING AS PER NEC 205

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GENERATOR J-BOX, 16X20X12 W/ 4 LUGS FOR WIRE #3/0 OR ABOVE

AutoCAD SHX Text 3 #6 AWG THHN 1 #10 AWG THHN GROUNDING CONDUCTOR IN 1" EMT 10' TAP RULE NEC 240.21(B)(1)

AutoCAD SHX Text DISCONNECT 600V, 3-PH, 60A, NEMA 3R, SQUARE-D #H362NRB FUSED @ 40A SHAWMUT #TRS40R GROUNDING AS PER NEC 205

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3 #8 AWG THHN 1 #10 AWG THHN GROUNDING CONDUCTOR IN 1" EMT

AutoCAD SHX Text TRANSFORMER 30kVA, 3-PH PRIMARY: 480V SECONDARY: 280V/120 SQIARE-D #EE30T3H GROUNDING AS PER NEC 205

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4 #3 AWG THHN 1 #8 AWG THHN GROUNDING CONDUCTOR IN 1-1/2" EMT

AutoCAD SHX Text 100A PANEL BOARD W/ 100A MAIN BREAKER, 208V/120 3-PH, 4W, 27 SPACES, NEMA 3R SQUARE-D #QO327M100RB

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100A MAIN BREAKER

AutoCAD SHX Text 25A, 2P HEATER 5kW

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20A, 1P LIGHTS

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20A, 1P RECEPTACLES

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15A, 1P ALARM BEACON

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CONTROL PANEL RELAY

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3 #1/0 AWG THHN 1 #6 AWG THHN GROUNDING CONDUCTOR IN 2" EMT

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DISCONNECT, NON-FUSED 600V, 3-PH, 100A SQUARE-D #9422-ATEN101

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CIRCUIT BREAKER 100A, 480V, 3-POLE

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SOFT STARTER A-B #150-C60-NBD

AutoCAD SHX Text 3 #6 AWG THHN 1 #6 AWG THHN GROUNDING CONDUCTOR IN 1" PVC (BELOW GRADE, GRC ABOVE GRADE)

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NORTH (LOWER) WELL 15HP PUMP 480V, 3-PH FLC=__A

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PUMPHOUSE CONTROL PANEL

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3 #1/0 AWG THHN 1 #6 AWG THHN GROUNDING CONDUCTOR IN 2" EMT

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SCALE:

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FILE NAME:

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LAYOUT NAME:

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DATE

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REVISIONS

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INIT.

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CHECKED BY:

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PROJ ENG:

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DRAWN BY:

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APPROVED BY:

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PUBLIC LAW 86-121

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SHEET

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OFFICE OF ENVIRONMENTAL

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SANITATION FACILITIES CONSTRUCTION

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HEALTH & ENGINEERING

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INDIAN HEALTH SERVICE

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801 VASSAR DR. NE

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ALBUQUERQUE, NM 87106

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(505) 248-4067

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SOUTH TULIE CANYON WELL CONNECTION

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MESCALERO, NM

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SOUTH PUMPHOUSE - BUILDING DETAILS

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AL-17-A79

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S. YINGLING

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B. SHERER

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B. SHERER

FLUSH HYDRANT & GATE VALVE ASSEMBLY

NTS

SPLASH PAD

NTS

30-31H

FLAPPER VALVE

SECTION A-A

SECTION B-B

INDIAN H

ERVICE

- PH

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ANCHOR BARB

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EXPLODED VIEW

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UTILITY LINE MARKER DETAIL

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NTS

AutoCAD SHX Text NOTE: 1. WATER MAIN MARKERS SHALL BE BLUE, 66" WATER MAIN MARKERS SHALL BE BLUE, 66" TALL, MARKED "CAUTION WATER PIPELINE" "CAUTION WATER PIPELINE" 2. SEWER MAIN & SEWER FORCE MAIN MARKERS SEWER MAIN & SEWER FORCE MAIN MARKERS SHALL BE GREEN, 72" TALL, MARKED "CAUTION SEWER PIPELINE"

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BOLLARD DETAIL

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NTS

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UTILITY LINE MARKER

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ANCHOR BARB

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CARSONITE UTILITY MARKER WITH ANCHOR BARB, OR EQUAL

AutoCAD SHX Text 4" CONCRETE FILLED STEEL PIPE, PAINTED YELLOW WITH 2 COATS OF PAINT; PREPARE SURFACE IN ACCORDANCE WITH PAINT MANUFACTURER'S RECOMMENDATIONS

AutoCAD SHX Text 90%%D

AutoCAD SHX Text NOTES: 1. SPECIAL IMPORTED BEDDING AND SPECIAL IMPORTED BEDDING AND HAUNCHING MATERIAL SHALL MEET THE CRITERIA OF THE UNIFIED SOILS CLASSIFICATION SYSTEM FOR GW, GP, SW OR SP SOILS. 2. ATTACH TRACER WIRE TO PIPE 3 TIMES ATTACH TRACER WIRE TO PIPE 3 TIMES PER 20' PIPE LENGTH, MINIMUM. 3. TRACER WIRE IS REQUIRED ON WATER TRACER WIRE IS REQUIRED ON WATER MAINS, WATER SERVICE LINES AND SEWER FORCE MAINS.

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CONDITIONS REQUIRING SPECIAL EMBEDMENT MATERIAL

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CONDITIONS NOT REQUIRING SPECIAL EMBEDMENT MATERIAL

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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS

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TYPICAL TRENCH SECTION

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NTS

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FINAL BACKFILL COMPACTED AS PER SPECIFICATIONS

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HAUNCHING (PLACED BY HAND AND COMPACTED TO 95% MIN. OF REFERENCE DENSITY)

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CONTROL OR POWER CABLES (IF ANY)

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BEDDING (COMPACT TO 95% OF REFERENCE DENSITY)

AutoCAD SHX Text BOTTOM 1/4 OF PIPE TO BEAR ON UNDISTURBED BOTTOM; FREE OF ROCK; PIPE NOT TO BE SUPPORTED BY BELLS

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CONTROL OR POWER CABLES (IF ANY)

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TRACER WIRE

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INITIAL BACKFILL COMPACT TO 85% MIN. OF REFERENCE OF REFERENCE DENSITY

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WARNING TAPE 18" BELOW SURFACE MAXIMUM

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%%UVERTICAL OFFSETS

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%%UTEES

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%%UREDUCERS

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%%UDEAD ENDS (AND IN-LINE VALVES)

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%%UHORIZONTAL BENDS

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PIPE SIZE

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HORIZ.

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BENDS

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TEE

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AutoCAD SHX Text 12 x 12 x 12

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AutoCAD SHX Text 90%%D

AutoCAD SHX Text 18'

AutoCAD SHX Text 11'

AutoCAD SHX Text 1'

AutoCAD SHX Text 8'

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 8.0

AutoCAD SHX Text 4'

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text REDUCERS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) EXTENDING FROM THE LARGE SIDE OF THE REDUCER ALONG THE LARGE PIPE.

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THRUST

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THRUST

AutoCAD SHX Text DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) EXTENDING FROM THE CAP.

AutoCAD SHX Text TEE FITTINGS REQUIRE THE RESTRAINT OF ALL JOINTS WITHIN A CALCULATED LENGTH (L) ALONG THE BRANCH PIPE. THE RESTRAINT DESIGN ALSO REQUIRES THE SELECTION OF A LENGTH OF PIPE ALONG THE RUN (Lr) TO BE FREE OF JOINTS.

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THRUST

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BRANCH

AutoCAD SHX Text VERTICAL OFFSETS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) ON BOTH SIDES OF THE UPPER AND LOWER FITTINGS. WHEN RESTRAINED LENGTHS OVERLAP ON THE DIAGONAL PIPE, ALL JOINTS BETWEEN THE FITTINGS SHOULD BE RESTRAINED.

AutoCAD SHX Text HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL JOINTS WITHIN THE CALCULATED LENGTH (L) ON BOTH SIDES OF THE FITTING.

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THRUST

AutoCAD SHX Text FIRE HYDRANTS ARE TYPICALLY INSTALLED BY RESTRAINING ALL OF THE JOINTS FROM THE MAIN TO THE MECHANICAL JOINT SHOE AT THE HYDRANT.

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%%UFIRE HYDRANT LATERALS

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THRUST

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THRUST

AutoCAD SHX Text 6'

AutoCAD SHX Text 10"

AutoCAD SHX Text 16'

AutoCAD SHX Text 17'

AutoCAD SHX Text 2'

AutoCAD SHX Text 11.25%%D

AutoCAD SHX Text 5'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 8"

AutoCAD SHX Text 13'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 7'

AutoCAD SHX Text 4"

AutoCAD SHX Text 3'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 6'

AutoCAD SHX Text 17'

AutoCAD SHX Text 10'

AutoCAD SHX Text 6"

AutoCAD SHX Text 11.25%%D

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 90%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 11.25%%D

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 90%%D

AutoCAD SHX Text 11.25%%D

AutoCAD SHX Text 22.5%%D

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 90%%D

AutoCAD SHX Text

L FOR DEAD

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ENDS & VALVES

AutoCAD SHX Text 43'

AutoCAD SHX Text 37'

AutoCAD SHX Text 30'

AutoCAD SHX Text 23'

AutoCAD SHX Text 8.0

AutoCAD SHX Text 12 x 12 x 10

AutoCAD SHX Text 12 x 12 x 8

AutoCAD SHX Text 12 x 12 x 6

AutoCAD SHX Text 10 x 10 x 12

AutoCAD SHX Text 10 x 10 x 10

AutoCAD SHX Text 10 x 10 x 8

AutoCAD SHX Text 10 x 10 x 6

AutoCAD SHX Text 8 x 8 x 10

AutoCAD SHX Text 8 x 8 x 8

AutoCAD SHX Text 8 x 8 x 4

AutoCAD SHX Text 8 x 8 x 6

AutoCAD SHX Text 6 x 6 x 10

AutoCAD SHX Text 6 x 6 x 8

AutoCAD SHX Text 6 x 6 x 6

AutoCAD SHX Text 6 x 6 x 4

AutoCAD SHX Text 4 x 4 x 6

AutoCAD SHX Text 4 x 4 x 4

AutoCAD SHX Text 4 x 4 x 3

AutoCAD SHX Text 1'

AutoCAD SHX Text 5'

AutoCAD SHX Text 1'

AutoCAD SHX Text 11'

AutoCAD SHX Text 1'

AutoCAD SHX Text

THRUST

AutoCAD SHX Text L

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REDUCERS

AutoCAD SHX Text 10 X 3

AutoCAD SHX Text 4 x 2

AutoCAD SHX Text 4 x 2.5

AutoCAD SHX Text 6 x 2.5

AutoCAD SHX Text 6 x 2

AutoCAD SHX Text 8 x 2

AutoCAD SHX Text 6 x 4

AutoCAD SHX Text 4 x 3

AutoCAD SHX Text 8 x 3

AutoCAD SHX Text 8 x 4

AutoCAD SHX Text 8 x 6

AutoCAD SHX Text 10 x 4

AutoCAD SHX Text 10 x 6

AutoCAD SHX Text 12 x 4

AutoCAD SHX Text 12 x 6

AutoCAD SHX Text 10 x 8

AutoCAD SHX Text 12 x 8

AutoCAD SHX Text 12 x 10

AutoCAD SHX Text 6 x 3

AutoCAD SHX Text 4 x 1.5

AutoCAD SHX Text 32'

AutoCAD SHX Text 10'

AutoCAD SHX Text 7'

AutoCAD SHX Text 17'

AutoCAD SHX Text 19'

AutoCAD SHX Text 27'

AutoCAD SHX Text 12'

AutoCAD SHX Text 15'

AutoCAD SHX Text 5'

AutoCAD SHX Text 25'

AutoCAD SHX Text 22'

AutoCAD SHX Text 13'

AutoCAD SHX Text 30'

AutoCAD SHX Text 22'

AutoCAD SHX Text 38'

AutoCAD SHX Text 31'

AutoCAD SHX Text 12'

AutoCAD SHX Text 23'

AutoCAD SHX Text 21'

AutoCAD SHX Text 14'

AutoCAD SHX Text 4 x 4 x 2.5

AutoCAD SHX Text 1'

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THRUST

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RESTRAINED MECHANICAL PIPE JOINT APPLICATION CRITERIA

AutoCAD SHX Text NOTE: : ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, Lr) SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

AutoCAD SHX Text NOTE: : ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING: 1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE WITH LTTLE OR NO FINES. 2. THE TEST PRESSURE IS 150 PSI THE TEST PRESSURE IS 150 PSI 3. THE FACTOR OF SAFETY IS 1.5 TO 1. THE FACTOR OF SAFETY IS 1.5 TO 1. 4. THE MINIMUM DEPTH OF BURY IS 4.5' . THE MINIMUM DEPTH OF BURY IS 4.5' . 5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL IS TO BE COMPACTED TO 90% STANDARD PROCTOR.

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

MECHANICAL RESTRAINED JOINTS

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NTS

AutoCAD SHX Text NOTES: 1. UNDER NO CIRCUMSTANCES SHALL STEEL MARKER POSTS UNDER NO CIRCUMSTANCES SHALL STEEL MARKER POSTS BE INSTALLED WITHIN THE RIGHT-OF-WAY OF ROADS. UTILITY LINE MARKERS SHALL BE INSTALLED IN LIEU OF STEEL MARKER POSTS WITHIN THE RIGHT-OF-WAY OF ROADS (SEE DETAIL 1B).

AutoCAD SHX Text STAMPABLE ALUMINUM OR BRASS CAP (ARROW AND DISTANCE TO CENTER OF VALVE BOX STAMPED ON CAP BY THE CONTRACTOR)

AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S). SCORE N.C. FOR NORMALLY CLOSED VALVES

AutoCAD SHX Text

GROUND SURFACE

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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS

AutoCAD SHX Text

MECHANICAL RESTRAINED JOINT

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PIPE

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#4 REBAR

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ADJUSTABLE SLIP TYPE VALVE BOX

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TRACER WIRE

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MECHANICAL RESTRAINED JOINT

AutoCAD SHX Text

SOLID CONCRETE BLOCK

AutoCAD SHX Text

GATE VALVE

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PROVIDE SUFFICIENT SLACK TO PULL TRACER WIRE OUT OF VALVE BOX

AutoCAD SHX Text

MARKER POST 2 REQ'D PER GV. 2 1/2"CONC. FILLED STEEL PIPE PAINTED YELLOW

AutoCAD SHX Text

LOCKING COVER

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DEBRIS PLUG

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GATE VALVE W/ BOX & MARKER POST DETAIL

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NTS

AutoCAD SHX Text NOTE: 1. 1" COMBINATION AIR/VACUUM RELEASE WILL BE 1" COMBINATION AIR/VACUUM RELEASE WILL BE INSTALLED UNLESS OTHERWISE NOTED ON PLANS. 2. WATERLINE TO VALVE SHALL BE THE SAME DIAMETER WATERLINE TO VALVE SHALL BE THE SAME DIAMETER AS THE VALVE. 3. COVER SHALL OPEN FREELY WITHOUT HITTING VALVE COVER SHALL OPEN FREELY WITHOUT HITTING VALVE OR PIPING.

AutoCAD SHX Text e¿e

AutoCAD SHX Text

AIR/VACUUM RELEASE VALVE

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NTS

AutoCAD SHX Text ATTACH A 24 MESH STAINLESS STEEL (SS) SCREEN TO THE OUTSIDE OF THE PIPE WITH SS HOSE CLAMPS

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INSTALL CURB STOP W/ BOX AT THE LOCATION SHOWN ON THE DETAIL DRAWING

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4" X 8" X 16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH

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INSTALL MARKER POST PER DETAIL. DO NOT INSTALL WITHIN ROAD ROW

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THREADED BRASS PIPING

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24" DIAMETER CORRUGATED METAL OR PVC VALVE BOX

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COMBINATION AIR/VACUUM RELEASE VALVE

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4" THICK CIRCULAR FORMED CONCRETE COLLAR WELDED WIRE MESH 6 X 6-W1.4 X W1.4

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STATIONARY ROD

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EXTENSION TYPE BASE CURB BOX

AutoCAD SHX Text 3/4" GALV. AIR VACUUM RELIEF LINE OR COMBINATION AIR & VACUUM RELIEF VALVE (LOCATION WILL BE DETERMINED IN THE FIELD)

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VALVE BOX SUPPORTED ON BRICKS OR CONCRETE BLOCKS, 4 MIN.

AutoCAD SHX Text PE WATER PIPE PER TP-5 SAME SIZE AS AIR/VACCUM RELEASE VALVE); INSTALL SUCH THAT THERE IS NO KINKING IN PIPE

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DOUBLE STRAP SADDLE PER TP-5

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WATER MAIN

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CURB STOP

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CORP STOP

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TWO SS STRAPS

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GALV. TEE & PLUG

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UNION

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C.I. COVERCOVER

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COMPRESSION CONNECTION

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1" PIPE SUPPORT ON 4" X 8" X 16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH

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BRASS TO PE ADAPTER

AutoCAD SHX Text PE WATER PIPE PER TP-5 SAME SIZE AS AIR/VACCUM RELEASE VALVE); INSTALL SUCH THAT THERE IS NO KINKING IN PIPE

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PLAN VIEW

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INSTALL MARKER POST PER DETAIL. DO NOT INSTALL WITHIN ROAD ROW

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INSTALL CURB STOP W/ BOX AT THE LOCATION SHOWN ON THE DETAIL DRAWING

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C.I. COVER

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GROUND SURFACE

AutoCAD SHX Text NOTES: 1. HYDRANT MAIN PORT SHALL BE ORIENTED AWAY FROM WATERLINE. HYDRANT MAIN PORT SHALL BE ORIENTED AWAY FROM WATERLINE. 2. INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ INSTALL 2 EA 4-INCH DIAMETER BOLLARDS (SEE DETAIL 1C) @ EACH HYDRANT LOCATION FOR PROTECTION, LOCATION AS DIRECTED BY OWNER. NO MARKER POSTS ALLOWED IN THE RIGHT-OF-WAY OF ANY ROADWAYS. 3. TRACER WIRE SHALL BE SECURED TO PIPE. TRACER WIRE SHALL BE SECURED TO PIPE.

AutoCAD SHX Text 8"x8"x16" SOLID CONCRETE BLOCK (TYP)

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GRAVEL

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2" FLANGED FLUSH HYDRANT ASSEMBLY (SEE TECHNICAL PROVISIONS)

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2" GATE VALVE, FL-FL EPOXY COATED RESILIENT SEATED TYPE PER AWWA C509 OR C515

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TRACER WIRE

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WATERMAIN

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2' DIA. X 4" THICK FORMED CONCRETE COLLAR W/ #4 REBAR, BOTH WAYS, 6" O.C.

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ADJUSTABLE SLIP TYPE VALVE BOX

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LOCKING COVER

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DEBRIS PLUG

AutoCAD SHX Text AN ARROW SHALL BE SCORED IN THE FORMED CONC. COLLAR INDICATING DIRECTION(S) & SIZE OF PIPE(S)

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ATTACH TRACER WIRE TO SAFETY FLANGE BOLT

Aut…

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File details come from the government source that posted it. Updated May 8, 2020.