B01 Attachment 03 - Orosco Drive Drawings.pdf

PDF 9 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

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and related federal contract opportunity provide details for a water main extension project on tribal lands. The drawings depict a proposed 6-inch PVC water main running over 3,790 feet from an existing water line to service additional locations. They include a cover sheet, notes and symbols legend, map of definite location, sheet layout, and three plan and profile sheets showing the proposed water line alignment and appurtenances. Appurtenances include gate valves, water service connections, and a flush hydrant. Detail sheets provide specifications for trenching, bedding, backfill and compaction, as well as mechanical joint restraint criteria. The related federal contract opportunity is solicitation number 75H701-20-R-00032 issued by the Department of Health and Human Services Indian Health Service for construction of the proposed water main and pumphouse piping on the Mescalero Apache Reservation in New Mexico.

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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 02 - South Tularosa Drawings.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

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ARDENA OROSCO

CLOYCE SALAZAR

SALICE BIEZA

VERONICA TREAS

GLYDIA SAINZ

JOHN LATHAN

EDITH MORGAN

ARYLIS A CHEE

HITE M

OUNTAIN DR

BIA-6

SCHOOL

BOOSTER

STA

SHARON TAZAH

SHAROLYN

SKIN

RUSSELL BELL

SHEET NO. SUBJECT

SANITATION FACILITIES CONSTRUCTION

PUBLIC LAW 86-121 I.H.S.

PROJECT NO. AL17-A82

OROSCO DRIVE WATER MAIN EXTENSION

MESCALERO, NM

CONSTRUCTION DRAWINGS

1. COVER SHEET & LOCATION MAP

2. NOTES & SYMBOLS

3. PRELIMINARY MAP OF DEFINITE LOCATION

4. SHEET LAYOUT

5. PLAN & PROFILE: STA. 10+00 TO STA. 20+00

6. PLAN & PROFILE: STA. 20+00 TO STA. 30+00

7. PLAN & PROFILE: STA. 30+00 TO STA. 37+90

8. DETAILS

SHEET INDEX

D I

HEALTH SERVICE - PHS - 1 9 5 5 -

LOCATION MAP

VICINITY MAP

NEW 6"

PVC

WATERLINE

MESCALERO

APACHE SCHOOLS

Attachment 03 - Orosco Drive Drawings Solicitation Number: 75H701-20-R-00032

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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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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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COVER SHEET

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AL-17-A82

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S.YINGLING

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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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MESCALERO

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WHITE MOUNTAIN DR.

S S S

SSL SSL SSL

SFM SFM SFM

W W W W W W W

S S S S S

SSL SSL SSL

SFSL SFSL SFSL SFSL SFSL SFSL

SFM SFM SFM

WSL WSL WSL WSL WSL WSL

W W

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

D I

HEALTH SERVICE - PHS - 1 9 5 5 -

CONTACTS

ENGINEERING:

INDIAN HEALTH SERVICE/OEHE

801 VASSAR DR NE

ALBUQUERQUE, NM 87106

BRADLEY SHERER, P.E.

TELE: 505-248-7624

MOBILE: 505-660-1050

CONTRACTING:

INDIAN HEALTH SERVICE

DES-SEATTLE

ARCHAEOLOGY:

TRIBAL HISTORIC PRESERVATION OFFICE

HOLLY HOUGHTON, HISTORIC PRESERVATION OFFICER

P.O. BOX 250; 268 PINE STREET

MESCALERO, NM 88340

TELE: 575-464-4711

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. CONTRACTOR MUST CONFORM WITH ALL REQUIREMENTS OF THE OSHA STANDARD FOR EXCAVATION SAFETY (29

CFR 1926 SUBPART P). INCLUDED AMONG THE OSHA STANDARDS IS A REQUIREMENT FOR PROTECTION OF

WORKERS IN EXCAVATIONS 5 FEET OR GREATER IN DEPTH. PROTECTIVE SYSTEMS CAN BE SLOPING/BENCHING OF

EXCAVATION WALLS, OR INSTALLATION OF SUPPORT/SHIELDING DEVICES. DESIGN OF PROTECTIVE SYSTEMS MUST

BE BASED ON FIELD CLASSIFICATION OF THE SOIL BY A COMPETENT PERSON. PROTECTIVE SYSTEMS MUST BE IN

ACCORDANCE WITH THE TABLES AND FIGURES SHOWN IN THE OSHA STANDARDS, OR MUST BE A MANUFACTURED

PROTECTION SYSTEM USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS, OR MUST BE A

PROTECTION SYSTEM DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE CONTRACTOR SHOULD STUDY

THE OSHA STANDARD FOR FURTHER DETAIL.

4. BURY DEPTH OF WATER MAIN SHALL BE 4-FT. HYDRANT BURY DEPTHS AS NOTED.

5. PROTECT OR RESTORE ALL LOT CORNERS, FENCES, AND DRIVE WAYS.

6. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER

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

7. SCALE IS VALID WHEN PLOTTED ON 24"x36" PAPER (ARCH D).

8. SHOULD EVIDENCE OF SUBSURFACE ARCHAEOLOGICAL OR HISTORIC PROPERTIES BE DISCOVERED DURING THE

COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL HALT CONSTRUCTION WITHIN 50 FT AND NOTIFY THE

OWNER, IHS ENGINEER, AND TRIBAL ARCHAEOLOGIST.

9. ALL WORK WITHIN THE RIGHT-OF-WAY OF A STREET, ROAD, HIGHWAY, SIDEWALK, TRAIL, OR OTHER PUBLIC

THOROUGHFARE, OR WORK WHICH REQUIRES ENCROACHMENT INTO THE RIGHT-OF-WAY OF A PUBLIC

THOROUGHFARE, SHALL INCORPORATE ADEQUATE SIGNS, BARRICADES, WARNING LIGHTS, AND FLAG MEN TO

ENSURE THE PROTECTION OF THE WORK, EMPLOYEES, AND THE SAFETY OF THE PUBLIC.

10. THE CONTRACTOR SHALL CONFINE HIS/HER WORK TO WITHIN THE CONSTRUCTION LIMITS AND/OR RIGHT-OF-WAY

TO PRESERVE EXISTING VEGETATION AND PRIVATE PROPERTY. OVERNIGHT PARKING OF CONTRACTOR'S

EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAY OPENINGS OF DESIGNATED TRAFFIC LANES. THE CONTRACTOR

SHALL SCHEDULE HIS TRENCHING INSTALLATION AND BACKFILL OPERATIONS SO THAT ACCESS TO ANY DRIVEWAY IS

NOT DISRUPTED LONGER THAN ONE WORKING DAY.

11. ALL WORK WITH THE RIGHT-OF-WAY OF A STREET, ROAD, HIGHWAY OR OTHER PUBLIC THOROUGHFARE SHALL

MEET THE COMPACTION REQUIREMENTS OF THE GOVERNING AUTHORITY.

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EPED

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TBM

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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

AutoCAD SHX Text 21083

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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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NOTES & LEGEND

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AL-17-A82

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S.YINGLING

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B.SHERER

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TRUE POINT OF

BEGINNING PARCEL "A"

END OF PARCEL "A"

N 78°37'23" E 631.77' N 49°13'29" E

15.85'

°0 6'1

3" E

.1 5'

N 41 °3

2'2 8"

E 3

.84 'N

8°

'16

" E

0' N 39

°4 6'3

2" E

.32 'N 59°14'13" E 178.07'

SP04

N = 810299.545 FT

E = 1794659.422 FT

ELEV = 7701.812

N 84°15'37" E 3268.51'

( IN FEET )

1 inch = ft.50

50 10025

D I

HEALTH SERVICE - PHS - 1 9 5 5 -

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

APPROVAL OF EASEMENT

IN ACCORDANCE WITH THE MEMORANDUM OF AGREEMENT OF JOINT PARTICIPATION FOR PROJECT AL-17-A82, 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

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 36, T-12S, R-12E, N.M.P.M, OTERO COUNTY, NEW MEXICO, MORE PARTICULARLY DESCRIBED AS FOLLOWS;

BEGINNING AT A POINT DESCRIBED AS PHOTO CONTROL POINT "SP04", COORDINATES BEING N=810299.545, E=1794659.422 THENCE N 84° 15' 37" E A DISTANCE OF 43,268.51 FEET TO A POINT ON A LINE BEING THE TRUE POINT OF BEGINNING OF PARCEL "A";

THENCE N 78° 37' 23" E A DISTANCE OF 631.77 FEET TO A POINT ON A LINE,

THENCE N 49° 13' 29" E A DISTANCE OF 515.85 FEET TO A POINT ON A LINE,

THENCE N 27° 06' 13" E A DISTANCE OF 406.15 FEET TO A POINT ON A LINE,

THENCE N 41° 32' 28" E A DISTANCE OF 334.84 FEET TO A POINT ON A LINE,

THENCE N 28° 53' 16" E A DISTANCE OF 366.00 FEET TO A POINT ON A LINE,

THENCE N 39° 46' 32" E A DISTANCE OF 357.32 FEET TO A POINT ON A LINE,

THENCE N 59° 14' 13" E A DISTANCE OF 178.07 FEET TO A POINT ON A LINE,

SAID POINT BEING THE END OF PARCEL "A".

PARCEL "A" HAS A TOTAL LENGTH OF 2790 FEET AND A TOTAL AREA OF 1.28 ACRES, MORE OR LESS.

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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

AutoCAD SHX Text 21083

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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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PRELIMINARY MAP OF DEFINITE LOCATION

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AL-17-A82

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S.YINGLING

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B.SHERER

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B.SHERER

W W

WSL

W W W W W

W W

WSL

ARDENA OROSCO

CLOYCE SALAZAR

EDITH MORGAN

ARYLIS A CHEE

SHARON TAZAH

RUSSELL BELL

W W

SHEET 5

SHEET 6

SHEET 7

NEW 6" PVC WATER LINE

EX. 6" WATER LINE

WHITE MOUNTAIN DR.

GAINES LN.

WSL

CONNECT TO EXISTING

WATER MAIN

( IN FEET )

1 inch = ft.100

200 200400

D I

HEALTH SERVICE - PHS - 1 9 5 5 -

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SHADOW RIDGE RD

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NO RECORD

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DRAIN FIELD AL-08-895

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1.5" AL-09-962

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6" PVC AL-14-198

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6" PVC AL-14-198

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DRAIN FIELD AL-08-895

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6" PVC AL-17-A71

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DRAINFIELD AL-17-A71

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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

AutoCAD SHX Text 21083

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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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SHEET LAYOUT

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AL-17-A82

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S.YINGLING

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10+00

11+00

12+00

13+00

14+00

15+00

16+00 17+00

18+00

19+00

20+00

STA. 10+00

INSTALL 6" TEE & 2-6"

GATE VALVES. CONNECT

TO EX. 6" WATERLINE

STA. 18+00

INSTALL 6" GATE VALVE

EX. 6" WATER

NEW 256 LF OF 1.5-IN

CH PE WSL

STA. 10+00

INSTALL 6" TEE & 2-6"

GATE VALVES. CONNECT

TO EX. 6" WATERLINE

NEW 6" PVC

WATERLINE

4' MIN

EX. GROUND

STA. 18+00

INSTALL 6" GATE VALVE

( IN FEET )

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50 10025

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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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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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AL-17-A82

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S.YINGLING

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MATCHLINE - SEE NEXT SHEET

STA. 26+00

INSTALL 6" GATE VALVE

NEW 6"

PVC

WATERLINE

4' MIN

EX. GROUND

STA. 20+50±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

STA. 24+20±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

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W W W

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INSTALL 6" GATE VALVE

STA. 20+50±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

STA. 24+20±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

NEW 256 LF OF 1.5-INCH PE WSL

NEW WATER METER AND CAN

NEW 90 LF OF 1-INCH PE WSL

NEW WATER METER AND CAN

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50 10025

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HEALTH SERVICE - PH S - 1 9 5 5 -

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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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ALBUQUERQUE, NM 87106

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(505) 248-4067

AutoCAD SHX Text 21083

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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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PLAN & PROFILE

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AL-17-A82

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S.YINGLING

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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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FLH

STA. 37+90

INSTALL 6" G.V., TEE, 6" FLUSH

HYDRANT & 6" CAP

NEW 6" PVC

WATERLINE

4' MIN

EX. GROUND

STA. 37+00±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

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W W W W W W W W W W W W W

W W

37+90

30+00

31+00

32+00 33+00 34+00 35+00 36+00

37+00

STA. 37+90

INSTALL 6" G.V., TEE, 6"

FLUSH HYDRANT & 6"

CAP

SHEET 7

STA. 37+00±

NEW WATER MAIN TAP,

SERVICE SADDLE, AND CPS

NEW 547 LF OF 1.5-INCH PE WSL

( IN FEET )

1 inch = ft.50

50 10025

D I

HEALTH SERVICE - PH S - 1 9 5 5 -

NEW WATER METER AND CAN

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AutoCAD SHX Text 35+00

AutoCAD SHX Text 34+00

AutoCAD SHX Text 33+00

AutoCAD SHX Text 32+00

AutoCAD SHX Text 31+00

AutoCAD SHX Text 30+00

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+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

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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

AutoCAD SHX Text 21083

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EXP. 12/31/2021

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WATER MAIN EXTENSION

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MESCALERO, NEW MEXICO

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PLAN & PROFILE

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AL-17-A82

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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

FLUSH HYDRANT & GATE VALVE ASSEMBLY

NTS4D

D I

HEALTH SERVICE - PHS - 1 9 5 5 -

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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

AutoCAD SHX Text Lr

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.

AutoCAD SHX Text

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

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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'

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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

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

#4 REBAR

AutoCAD SHX Text

ADJUSTABLE SLIP TYPE VALVE BOX

AutoCAD SHX Text

TRACER WIRE

AutoCAD SHX Text

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

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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

AutoCAD SHX Text

NTS

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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)

AutoCAD SHX Text

GRAVEL

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2" FLANGED FLUSH HYDRANT ASSEMBLY (SEE TECHNICAL PROVISIONS)

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

ADJUSTABLE SLIP TYPE VALVE BOX

AutoCAD SHX Text

LOCKING COVER

AutoCAD SHX Text

DEBRIS PLUG

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

AutoCAD SHX Text

ATTACH TRACER WIRE TO SAFETY FLANGE BOLT

AutoCAD SHX Text

SADDLE W/ 2" NPT FEMALE FITTING

AutoCAD SHX Text

2" THREADED BRASS PIPE (TYP)

AutoCAD SHX Text

2" THREADED BRASS FLANGE ADAPTER (TYP)

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 21083

AutoCAD SHX Text

EXP. 12/31/2021

AutoCAD SHX Text

WATER MAIN EXTENSION

AutoCAD SHX Text

MESCALERO, NEW MEXICO

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

AL-17-A82

AutoCAD SHX Text

S.YINGLING

AutoCAD SHX Text

B.SHERER

AutoCAD SHX Text

B.SHERER

Sheets and Views

AL-17-A82 - WATER MAIN EXTENSION-01 - Cover

AL-17-A82 - WATER MAIN EXTENSION-02 - Notes and Legend

AL-17-A82 - WATER MAIN EXTENSION-03 - MODL

AL-17-A82 - WATER MAIN EXTENSION-04 - SHEET LAYOUT

AL-17-A82 - WATER MAIN EXTENSION-05 - P&P-1

AL-17-A82 - WATER MAIN EXTENSION-06 - P&P-2

AL-17-A82 - WATER MAIN EXTENSION-07 - P&P-3

AL-17-A82 - WATER MAIN EXTENSION-08 - DETAILS

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