B01 Attachment J01 WWT Improve Drawings.pdf
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- Solicitation number
- 75H70126R00020
About this file
These are final construction drawings for a sanitation facilities project under Public Law 86-121 Indian Health Service (IHS) administered by the Department of Health and Human Services. The project, designated AL-17-A78, involves waste water treatment at Lagoon #4 in Nambe Pueblo, New Mexico, prepared by David Walker, PE (Project Engineer, DSFC) and reviewed by Steffen Horwath, PE (District Engineer, DSFC) as of January 13, 2026.
The construction drawings include 12 sheets detailing sewer infrastructure, water service lines, site plans, and electrical layouts. Key infrastructure components include approximately 626.76 linear feet of 8-inch PVC gravity sewer mains at varying slopes (2.00% to 3.90%), two proposed manholes (MH-A2A drop manhole at station 2+48 and MH-A3 at station 3+05), a proposed 25,000-gallon Xerxes treatment tank, water service connections including a frost-proof yard hydrant, and electrical conduit installations totaling approximately 245 linear feet. The project incorporates an AX-MAX treatment unit system with primary and secondary tanks, recirculation lines, and an 8-foot by 10-foot electrical control shed. Construction must comply with Technical Provisions from AAIHS/OEHE Sanitation Facilities Construction (November 2021) and includes specifications for trenching, backfill, gravity sewer main construction, sewer service connections, road/utility crossings, and manhole rehabilitation. The project contacts are Randy Vigil (Tribal Project Manager, Nambe Pueblo) and Kareem Rabbat (IHS Project Engineer, OEHE DSFC, Santa Fe Service Unit).
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INDIAN H
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LT
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5-
SHEET NO. SUBJECT
1. COVER SHEET & LOCATION MAP
2. NOTES & SYMBOLS
3. OVERVIEW PLAN SHEET
4. SITE PLAN
5. EXISTING SEWER MAIN - PLAN & PROFILE
6. PROPOSED SEWER MAIN - PLAN & PROF
7. PROPOSED SECTION A - PLAN & PROFILE
8. WATER SERVICE LINE - PLAN & PROFILE
9. SITE DETAIL
10. ELECTRICAL LAYOUT
11. DETAIL SHEET 1
12. DETAIL SHEET 2
Details: AAIHS / OEHE Sanitation Facilities Construction Technical Provisions November 2021 (See Project-Specific Notes)
SHEET INDEX
PROJECT LOCATION
PREPARED BY: DAVID WALKER, PE 1/13/2026
PROJECT ENGINEER, DSFC DATE
REVIEWED & APPROVED BY: STEFFEN HORWATH, PE
DISTRICT ENGINEER, DSFC DATE
LOCATION MAP
SANITATION FACILITIES CONSTRUCTION
PUBLIC LAW 86-121 I.H.S.
PROJECT NO. AL-17-A78
WASTE WATER TREATMENT AT LAGOON #4
NAMBE PUEBLO, NM
FINAL CONSTRUCTION DRAWINGS
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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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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SITE
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NAMBE PUEBLO
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WWT IMPROVEMENT, LAGOON #4
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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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FE
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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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LAGUNA
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ALBUQUERQUE
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JEMEZ
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ACOMA
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ISLETA
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MESCALERO
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SANDIA
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PROJECT LOCATION
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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
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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. THE CONTRACTOR SHALL REQUEST "NEW MEXICO ONE CALL" SERVICE NO SOONER THAN 48 HOURS PRIOR TO COMMENCEMENT OF THE WORK. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.
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. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING
UTILITIES. (EX. GATE VALVES & HYDRANTS)
4. THE CONTRACTOR SHALL ABIDE BY ALL TRIBAL, LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION, AND SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING CONSTRUCTION.
5. CONTRACTOR SHALL BE FAMILIAR WITH THE EXISTING FEATURES AT THE SITE PRIOR TO SUBMITTING BIDS.
6. CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES THAT ARE TO REMAIN, FROM DAMAGE DURING ALL PROJECT WORK.
7. THE CONTRACTOR SHALL COORDINATE WITH THE NAMBE PUEBLO ON WORK SCHEDULING, SITE ACCESS, TRAFFIC CLOSURES, AND UTILITY
INTERRUPTIONS AS NEEDED.
8. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE TERMS AND CONDITIONS DESCRIBED IN THE CONTRACT GENERAL CONDITIONS AND ANY SUPPLEMENTAL CONDITIONS, AND IN ACCORDANCE WITH THE TECHNICAL PROVISIONS FOR THE PROJECT (TP). IF THE CONTRACTOR FINDS CONFLICTING INFORMATION IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE
ENGINEER FOR CLARIFICATION.
9. CONTRACTOR'S ACTIVITIES SHALL AVOID EXCESSIVE NOISE, ODOR AND VISUAL IMPACTS, AS FEASIBLE.
10. ALL WORK DETAILED ON THESE PLANS SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED FOR HEREIN, BE CONSTRUCTED IN ACCORDANCE
WITH THE TECHNICAL PROVISIONS.
11. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE & VERIFY THE HORIZONTAL & VERTICAL LOCATIONS OF ALL POTENTIAL CONFLICTS. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES & APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION SHALL BE COORDINATED WITH THAT UTILITY. THE CONTRACTOR SHALL COORDINATE ALL NECESSARY UTILITY ADJUSTMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR AND ENGINEER SHALL RESOLVE.
12. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING UTILITY LINES (NOT TO BE REPLACED) WITHIN THE CONSTRUCTION AREA.
ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE
AND APPROVED BY THE PROJECT ENGINEER.
13. ANY TREE OR OTHER VEGETATION REMOVAL SHALL INCLUDE STUMPS, ROOTS, WILLOWS, SHRUBS AND OTHER DEBRIS PROTRUDING FROM THE GROUND. ALL MATERIAL REMOVED SHALL BE DISPOSED OF BY THE CONTRACTOR. ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE
INCIDENTAL UNLESS OTHERWISE NOTED IN THE BID SCHEDULE AND SPECIFICATIONS.
14. WATER FOR CONSTRUCTION IS AVAILABLE FROM THE NAMBE PUEBLO TRIBAL UTILITY AUTHORITY AT RATES APPROVED IN THE CONTRACT. THE CONTRACTOR SHALL PROVIDE ALL PIPING, CONNECTIONS, AND METER NECESSARY TO GET WATER FROM A CONNECTION OR OTHER WATER SOURCE. CONTRACTOR TO COORDINATE WITH NAMBE PUEBLO TRIBAL UTILITY AUTHORITY TO DETERMINE LOCATIONS.
15. BASE COURSE OR OTHER SURFACING MATERIAL (GRAVEL), REMOVED FROM ROADWAYS DURING CONSTRUCTION SHALL BE RETURNED OR REPLACED TO ITS ORIGINAL CONDITION OR BETTER. COST OF GRAVEL OR BASE COURSE MATERIAL SHALL BE INCIDENTAL TO CONTRACT
UNLESS OTHERWISE NOTED IN THE BID SCHEDULE AND SPECIFICATIONS.
16. PROVISIONS FOR ADEQUATE PROTECTION, AND SEPARATION OF WORK AREAS FROM THE GENERAL PUBLIC ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO WORK SHALL BE LEFT UNCOVERED OVERNIGHT EXCEPT ENDS OF PIPES FROM THE PREVIOUS DAYS WORK.
17. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO R.O.W. OR TEMPORARY CONSTRUCTION EASEMENTS. DAMAGE TO ANY ADJACENT PROPERTIES
RESULTING FROM THE CONSTRUCTION PROCESS IS THE RESPONSIBILITY OF THE CONTRACTOR.
18. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL OCCUR ONLY IN AREAS DESIGNATED BY TRIBE AND SHALL NOT OBSTRUCT
DRIVEWAYS OR DESIGNATED TRAFFIC LANES.
19. ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES MUST BE CARRIED-OUT IN ACCORDANCE WITH OSHA 29 CFR 1926 SUBPART P.
20. ALL R/W, PROPERTY, AND EASEMENT LINES SHOWN HEREIN AS "APPROXIMATE BOUNDARY" ARE APPROXIMATE AND WERE DEVELOPED FROM DOCUMENTS OF RECORD AND NO FIELD SURVEY WAS PERFORMED. THE INFORMATION SHOWN IS NOT FROM A BOUNDARY/RIGHT OF WAY
SURVEY AND ALL BOUNDARY LINES SHOWN HEREIN ARE FOR INFORMATION ONLY.
21. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO ENSURE THE PRESERVATION OF SURVEY MONUMENTS / MARKERS / BENCHMARKS.
CONTRACTOR SHALL NOT DISTURB PERMANENT SURVEY MONUMENTS WITHOUT THE CONSENT OF TRIBE, SHALL NOTIFY I.H.S. AND BEAR THE EXPENSE OF REPLACING ANY THAT MAY BE DISTURBED. ALL MONUMENTS SHALL BE REESTABLISHED BY A NEW MEXICO LICENSED SURVEYOR.
22. ALL FIELD MATERIAL TESTING FOR THE PURPOSE OF ACCEPTANCE SHALL BE PERFORMED IN ACCORDANCE WITH THE TECHNICAL PROVISIONS.
23. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY AND HEALTH WHICH SHALL REMAIN THE
RESPONSIBILITY OF THE CONTRACTOR.
24. THE CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SET OF RECORD DRAWINGS FOR THE PROJECT. THESE PLANS SHALL BE UPDATED AT LEAST EVERY TWO WEEKS AND SHALL BE SUBJECT TO REVIEW BY THE PROJECT REPRESENTATIVE FOR COMPLETENESS AT LEAST ONCE A MONTH.
CONTRACTOR SHALL SUBMIT ACCURATE, DETAILED AND COMPLETE "AS-BUILT" RECORD DRAWINGS OF THE FINAL CONSTRUCTION UPON
COMPLETION OF THE WORK, PRIOR TO FINAL PAYMENT.
25. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE FOUND DURING CONSTRUCTION, WORK IN THE VICINITY OF THE FINDING SHALL CEASE AND THE NAMBE PUEBLO THPO SHALL BE NOTIFIED IMMEDIATELY, NO LATER THAN 24-HOURS.
CONTACTS
TRIBAL CONTACT:
RANDY VIGIL
PROJECT MANAGER
15A BAY POE
NAMBE, NM 87506
505-677-1479 randy.vigil@nambepueblo.org
IHS ENGINEER:
KAREEM RABBAT
PROJECT ENGINEER, OEHE DSFC
INDIAN HEALTH SERVICE, SANTA FE SERVICE
UNIT
1700 CERRILLOS RD.
SANTA FE, NM 87505
505-699-6905
KAREEM.RABBAT@IHS.GOV
PROJECT-SPECIFIC NOTES
1. FOR DETAILS REGARDING TRENCHING AND BACKFILL, SEE SECTION 01 IN THE TECHNICAL PROVISIONS.
2. FOR DETAILS REGARDING THE CONSTRUCTION OF GRAVITY SEWER MAINS, SEE SECTION 06 IN THE TECHNICAL
PROVISIONS.
3. FOR DETAILS REGARDING THE CONSTRUCTION OF SEWER SERVICE CONNECTIONS, SEE SECTION 06 IN THE TECHNICAL
PROVISIONS.
4. FOR DETAILS REGARDING ROAD, RAIL, AND UTILITY LINE CROSSINGS, SEE SECTION 11 IN THE TECHNICAL PROVISIONS.
5. FOR DETAILS REGARDING MANHOLE REHABILITATION, SEE MODIFYING SPECIFICATIONS.
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PUBLIC LAW 86-121
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FILE NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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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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SITE
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NAMBE PUEBLO
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WWT IMPROVEMENT, LAGOON #4
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EXISTING LAGOON #4EXISTING LAGOON #4
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ACCESS ROAD
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SHEETS 5 & 6
SHEET 7
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PUBLIC LAW 86-121
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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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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SITE
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NAMBE PUEBLO
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WWT IMPROVEMENT, LAGOON #4
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INV. IN = (SE) 6103.62'
RIM EL. = 6107.50'
DEPTH = 9.18
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OFFICE OF ENVIRONMENTAL
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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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SITE
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NAMBE PUEBLO
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PVC @ 3.90%
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
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HEALTH & ENGINEERING
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CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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INDIAN HEALTH SERVICE
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801 VASSAR DR. NE
AutoCAD SHX Text
ALBUQUERQUE, NM 87106
AutoCAD SHX Text
(505) 248-4067
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLAN & PROFILE
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NAMBE PUEBLO
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WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
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0+00 1+00 2+00 3+00 3+44S
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426.46' OF 8"
PVC @ 2.00%
MH-A3
STA. 3+05
RIM = 6107.98
INV IN = 6098.75 (A4 & B1)
INV OUT = 6098.65
200.30' OF 8"
PVC @ 3.90%
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MH-A2A-PROPOSED DROP MH
STA. 2+48
INV. IN = (SE) 6103.62'
RIM EL. = 6107.50'
DEPTH = 9.18
MH-A2
STA. 0+00
RIM = 6099.07
INVERT IN = 6094.02
INVERT OUT = 6093.82
0+00 1+00 2+00 3+00 4+00
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-A
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A.
+0
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A.
+0
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IM
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L.
7.
IN
V.
O
U T
.6
5'
MH-A2A-PROPOSED DROP MH
STA. 2+48
RIM EL. = 6107.50'
INV. IN = 6103.62'
PROPOSED XERXES
25,000GAL TANK
STA:2+84.18
ELEV:6098.50
9'
33', 8" PVC
@ 0.46%
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=5'
( IN FEET )
1 inch = ft.40
20 40
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LT
H
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ERVICE
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5-
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MH B1. STA 2+00 RIM = 6112.82 INVERT IN= 6106.67 INVERT OUT =6106.57
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SHED
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SHED
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DIRT ROAD
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DIRT
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SHEEP PEN
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CHICKEN COOP
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TYPE: SAS
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SHED
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
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PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
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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
AutoCAD SHX Text
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
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WK
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MH-A3
STA. 3+05
RIM = 6107.98
INV IN = 6098.75 (A4 & B1)
INV OUT = 6098.65
S
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61066105
6103 6104
6105 6106
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SL
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SL
1" P
E
1"-11.25°
MH-A2A-PROPOSED DROP MH
STA. 2+48
INV. IN = (SE) 6103.62'
RIM EL. = 6107.50'
DEPTH = 9.18
0+00 1+00 2+002+11
MH-A2A-PROPOSED DROP MH
STA. 2+48
RIM EL. = 6107.50'
INV. IN = 6103.62'
26' OF 8" PVC @ 2.32%
STA:1+02.00
ELEV:6107.50
STA:1+00.00
ELEV:6097.82
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=5'
( IN FEET )
1 inch = ft.40
20 40
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EA
LT
H
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- PH
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5-
PROPOSED MH-A2A PROFILE
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
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PROJ ENG:
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DRAWN BY:
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SHEET
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OF
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APPROVED BY:
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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
AutoCAD SHX Text
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
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WK
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WSL WSL WSL WSL64', 1" PE
1"-11.25°
146', 1" PE
CONCRETE AND GRAVEL
PAD. SEE DETAIL 5B,
SHEET 11
MH-A2A-PROPOSED DROP MH
STA. 2+48
INV. IN = (SE) 6103.62'
RIM EL. = 6107.50'
DEPTH = 9.18
-0+50 0+00 1+00 2+00 2+20
1", 11.25°
64'-1" P E
146'-1" PE
M
IN
M
IN
M
IN
CONNECT TO EXISTING
6" WATER MAIN.
CONTRACTOR TO VERIFY
DEPTH.
STA:2+10.00
ELEV:6103.50
INSTALL FROST-PROOF
YARD HYDRANT. SEE
DETAIL 5B, SHEET 11
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=5'
( IN FEET )
1 inch = ft.20
10 20
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LT
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5-
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SHED
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CHICKEN COOP
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SHED
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DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
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SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
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PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
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SHEET
AutoCAD SHX Text
OF
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APPROVED BY:
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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
AutoCAD SHX Text
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
AutoCAD SHX Text
WK
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DW
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AX-MAX TREATMENT UNIT
(INFLUENT UNIT)
AX-MAX TREATMENT UNIT
(CENTRAL UNIT)
AX-MAX TREATMENT UNIT
(DISCHARGING UNIT)
30 LF 8" PVC GRAVITY
SEWER TO PRIMARY
TANK
EX MHA-3
INSTALL SLIDE GATE
ON MH DISCHARGED
SEE DETAIL, SHEET 9
2" FM FROM SECONDARY
TANK TO AX-MAX
6" LIQUID
RECIRCULATION
3" AIR TRANSFER
3" AIR
TRANSFER
6" LIQUID
RECIRCULATION
3" LIQUID
RECIRCULATION
3" LIQUID
RECIRCULATION
1.5" ANOXIC RETURN LINE
TO SECONDARY TANK
VAC-TRUCK
PUMP-OUT RISER
PRIMARY
TANK
DUPLEX
PUMP
SECONDARY
TANK
ANOXIC
RETURN
6" OR 8"
TRANSFER PIPE
BETWEEN TANKS
110' x 140' NEW FENCE
TWO GATE LOCATIONS
TO BE DETERMINED
NEW DISCHARGE
MANHOLE, MH-A2A
35LF, 8" PVC GRAVITY
SEWER TO MH-A2A
DOOR
8'x10' SHED
ELEC CONTROL
MOUNTED INSIDE
INFLUENT RISER
EXIT RISER
INDIAN H
EA
LT
H
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ERVICE
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5-
AutoCAD SHX Text 10'
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AutoCAD SHX Text 25'
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AutoCAD SHX Text
DATE
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REVISIONS
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INIT.
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SCALE:
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PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
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OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
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
AutoCAD SHX Text
AutoCAD SHX Text
SITE DETAIL
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
AutoCAD SHX Text
WK
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E E E E E E
E
E E E E E
E E
E E
E E E
ELECTRICAL CONTROL
24" ABOVE GRADE (MIN)
CONTROL PANEL
(PACKAGE PLANT)
METER/MAIN PANEL
25 LF BURIED
ELECTRICAL
CONDUIT
DROP SERVICE
80 LF BURIED
ELEC/CONTROL
CONDUIT(S)
140 LF BURIED
ELEC/CONTROL
CONDUIT(S)
INDIAN H
EA
LT
H
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ERVICE
- PH
S
5-
AutoCAD SHX Text
DATE
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REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
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
AutoCAD SHX Text
AutoCAD SHX Text
ELECTRICAL LAYOUT
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
AutoCAD SHX Text
WK
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NO SCALE
LT
H
S
ERVICE
- PH
S
5-
GUIDE - ENLARGED VIEW SLIDE GATE & GUIDE - TOP VIEW
SLIDING GATE & GUIDE -
FRONT VIEW
NTS
6D
DIVERSION MANHOLE -
PLAN VIEW
NTS
6E
DIVERSION MANHOLE -
ELEVATION
6D, 6E
DIVERSION MH
PLAN VIEW
DIVERSION MH
SECTION A-A
A
A
DIVERSION MANHOLE W/ SLUICE GATES
NTS
6I
6I
AutoCAD SHX Text
DATE
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REVISIONS
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INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
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FILE NAME:
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LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
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
AutoCAD SHX Text
AutoCAD SHX Text
MANHOLE GATE DETAIL 1
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
AutoCAD SHX Text
WK
AutoCAD SHX Text
DW
LT
H
S
ERVICE
- PH
S
5-
SLIDE GATE DETAIL
SLUICE GATE DETAIL
NTS
6J
6J
YARD HYDRANT
NTS5B
5B
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
INIT.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PUBLIC LAW 86-121
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
LAYOUT NAME:
AutoCAD SHX Text
OFFICE OF ENVIRONMENTAL
AutoCAD SHX Text
SANITATION FACILITIES CONSTRUCTION
AutoCAD SHX Text
HEALTH & ENGINEERING
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
PROJ ENG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
APPROVED BY:
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
AutoCAD SHX Text
AutoCAD SHX Text
MANHOLE GATE DETAIL 2
AutoCAD SHX Text
NAMBE PUEBLO
AutoCAD SHX Text
WWT IMPROVEMENT, LAGOON #4
AutoCAD SHX Text 17-A78
AutoCAD SHX Text 8/25/23
AutoCAD SHX Text
WK
AutoCAD SHX Text
WK
AutoCAD SHX Text
DW
| Sheets and Views |
| 1. Cover |
| WWT P&P-2. N&S.pdf |
| Sheets and Views |
| WWT P&P-2. N&S |
| WWT P&P-3. Overview.pdf |
| Sheets and Views |
| WWT P&P-3. Overview |
| WWT P&P-4. Site.pdf |
| Sheets and Views |
| WWT P&P-4. Site |
| WWT P&P-5. Ex Sewer P&P.pdf |
| Sheets and Views |
| WWT P&P-5. Ex Sewer P&P |
| WWT P&P-6. Prop Sewer Main P&P.pdf |
| Sheets and Views |
| WWT P&P-6. Prop Sewer Main P&P |
| WWT P&P-7. Prop Sewer P&P.pdf |
| Sheets and Views |
| WWT P&P-7. Prop Sewer P&P |
| WWT P&P-8. WSL P&P.pdf |
| Sheets and Views |
| WWT P&P-8. WSL P&P |
| WWT P&P-9. Site Detail.pdf |
| Sheets and Views |
| WWT P&P-9. Site Detail |
| WWT P&P-10. Electrical Layout.pdf |
| Sheets and Views |
| WWT P&P-10. Electrical Layout |
| WWT P&P-11. Details 1.pdf |
| Sheets and Views |
| WWT P&P-11. Details 1 |
| WWT P&P-12. Details 2.pdf |
| Sheets and Views |
| WWT P&P-12. Details 2 |
File details come from the government source that posted it. Updated .