Attach-1-SOW.pdf

PDF 9 MB Posted Sep 14, 2020

Attached to: VALLE DE ORO-METAL BUILDING Federal contract opportunity
Solicitation number: 140F0220R0053
Issued by: Department of the Interior Fish and Wildlife Service Region 2

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for the construction of a metal building at Valle de Oro National Wildlife Refuge. The project involves erecting a pre-engineered metal building to serve as a maintenance shop. Proposals are due by February 20, 2023, with award anticipated by April 2023. The period of performance is 120 days after award. The solicitation is set aside for small businesses and issued by the Department of the Interior U.S. Fish and Wildlife Service Region 2. Pricing shall be firm-fixed price and include all labor, materials, equipment, shipping, and permits to complete the project.

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Other files for this federal contract opportunity

Other files attached to VALLE DE ORO-METAL BUILDING, newest first.
File	Type	Posted
Attach-4-DBA Min. Wage Rates.pdf	PDF	Sep 14, 2020
Sol_140F0220R0053.pdf	PDF	Sep 14, 2020
Attach-3-Price Sheet.xlsx	XLSX spreadsheet	Sep 14, 2020
Attach-2-Past Performance and Clauses.pdf	PDF	Sep 14, 2020

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WW0.01

GENERAL NOTE, DESIGN DATA, LEGEND, AND INDEX OF SHEETS

WW1.01 OVERALL SITE PLAN

WW1.02 COLLECTION PLAN - VISITOR CENTER

WW1.03 COLLECTION PLAN - MAITENANCE SHOP

WW1.04 PRIMARY TREATMENT AND DOSING TANK - VISITOR CENTER

WW1.05 PRIMARY TREATMENT TANK - MAINTENENCE SHOP

WW1.06 DOSING TANK - MAINTENANCE SHOP

WW1.07 COLLECTION DETAILS

WW2.01 LOW PRESSURE PIPE DRAINFIELD - VISITOR CENTER

WW2.02 LOW PRESSURE PIPE DRAINFIELD - MAINTENANCE SHOP

WW2.03 LOW PRESSURE DRAINFIELD DETAILS

WW2.04 LOW PRESSURE DRAINFIELD DETAILS

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW0.01

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

GENERAL NOTES

1. DO NOT PROVIDE PARTIAL SETS OF DRAWINGS TO SUB-CONTRACTORS.

DISTRIBUTE FULL SETS ONLY.

2. SPECIFICATIONS MUST ACCOMPANY DRAWINGS.

3. IMMEDIATELY CONTACT ENGINEER LISTED ON TITLE BLOCK IF ANY

DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND/OR SPECIFICATIONS.

4. INSULATE PIPES WHERE LESS THAN MINIMUM COVER. SEE SPEC. 220719.

5. IN THE EVENT THAT GROUNDWATER IS PRESENT DURING THE EXCAVATION OF

TANKS, OR IF SOIL CONDITIONS INDICATE THE PRESENCE OF SEASONALLY HIGH

GROUND WATER, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY.

INSTRUCTIONS FOR THE INSTALLATION USING CONCRETE DEADMEN ARE TO BE

FOLLOWED.

6. THIS SYMBOL ( ) INDICATES A CONTROL ELEVATION. CONTROL ELEVATIONS ARE

CRUCIAL DESIGN POINTS THAT MUST BE SURVEYED, RECORDED AND VERIFIED

BY THE CONTRACTOR DURING AND AFTER INSTALLATION OF EQUIPMENT OR

TREATMENT ELEMENTS. CONTRACTOR TO NOTIFY ENGINEER IN EVENT OF

DISCREPANCY. SEE SPECIFICATIONS FOR ELEVATION TOLERANCE LIMITS

(TYPICALLY +/- 0.01 FT).

7. ALL UNIONS, VALVES, VAULT HANDLES, FLOAT TREE ASSEMBLIES AND OTHER

EQUIPMENT USED DURING ROUTINE OPERATIONS MUST BE WITHIN REACH OF

THE RISER/VAULT OPENING. REFER TO SPECIFIC DETAILS FOR REACH DEPTH

RECOMMENDATION.

8. SIZE ALL WIRE AND CONDUIT PER NEC.

9. MINIMUM COVERS

PRESSURE PIPES: 36"

GRAVITY PIPES: 36"

TOP OF TANK: 12"

10. SPACING AND SETBACKS

CLEANOUTS: END OF LINE CLEANOUT TO BE PLACED AT END OF EVERY

COLLECTION LINE. SINGLE CLEANOUTS TO BE PLACED EVERY 300 FT ALONG

COLLECTION LINE. DOUBLE CLEANOUTS TO BE PLACED OUTSIDE OF BUILDINGS

AS SHOWN ON DRAWINGS.

SEWER NOTES (PRIVATE)

1. ALL SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH

LOCAL AND NATIONAL BUILDING CODES.

2. MINIMUM SLOPE FOR GRAVITY SEWER LATERALS SHALL BE 2.00% UNLESS

OTHERWISE NOTED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS

CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY

APPROPRIATE AUTHORITIES AND UTILIZE APPROPRIATE SAMPLING AND

ANALYZING PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL PUBLIC NOTIFICATION AND PRESS RELEASES. THIS WORK SHALL BE

DONE AT THE CONTRACTOR'S EXPENSE.

3. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL EXPOSE THE EXISTING

LINES AT THE PROPOSED CONNECTIONS TO VERIFY THEIR LOCATIONS AND

DEPTHS PRIOR TO EXCAVATING FOR THE NEW LINES.

4. INVERTS SHOWN FOR ANY EXISTING SEWER PIPING ARE APPROXIMATE. THE

CONTRACTOR SHALL VERIFY LOCATION AND INVERT OF EXISTING SEWER. IN

THE EVENT THAT ANY CHANGE IN ALIGNMENT OR GRADE FOR THE

PROPOSED SEWERS ARE REQUIRED DUE TO EXISTING SEWER LINE INVERT

OR UNFORESEEN CONFLICT WITH OTHER UTILITIES, THE CONTRACTOR

SHALL ADJUST INVERTS AND ALIGNMENTS FOR NEW PIPING ACCORDINGLY.

MODIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL

PRIOR TO PROCEEDING WITH RE-ALIGNMENT WORK.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOURTEEN DAYS IN

ADVANCE TO OBSERVE THE INSTALLATION OF THE WASTEWATER SYSTEM

BEFORE BACKFILLING. IF THE SYSTEM IS BACKFILLED PRIOR TO

OBSERVATION, THE CONTRACTOR SHALL BE REQUIRED TO EXPOSED THE

SYSTEM FOR INSPECTION AT THEIR OWN EXPENSE.

6. THE CONTRACTOR SHALL PHOTOGRAPH ALL STAGES OF INSTALLATION OF

WASTEWATER SYSTEM INCLUDING EXCAVATED AREAS AND TRENCHES

PRIOR TO INSTALLATIONS, WASTEWATER SYSTEM AND PIPING PRIOR TO

BACKFILL, AND WASTEWATER SYSTEM AND PIPING AFTER BACKFILLED AND

PRIOR TO GRASSING. THE CONTRACTOR SHALL SUBMIT PHOTOS TO THE

ENGINEER AFTER COMPLETION OF EACH STAGE NOTED.

CONSTRUCTION NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES.

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES, PAY

ALL CHARGES, FEES AND TAXES, GIVE ALL NOTICES AND COMPLY WITH ALL LAWS,

ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE

WORK AS DRAWN AND SPECIFIED.

3. THE CONTRACTOR SHALL PROVIDE ACCESS TO AND FROM DRIVEWAYS AND PUBLIC

STREETS AT ALL TIMES EXCEPT AS NOTED ON THE PLAN.

4. WHEN TRENCH EXCAVATION IS ADJACENT TO OR UNDER EXISTING STRUCTURES

OR FACILITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY

SHEETING AND BRACING THE EXCAVATION AND STABILIZING THE EXISTING

GROUND TO RENDER IT SAFE AND SECURE FROM POSSIBLE SLIDES, CAVE-INS AND

SETTLEMENT AND FOR PROPERLY SUPPORTING EXISTING STRUCTURES AND

FACILITIES WITH BEAMS, STRUTS OR UNDER-PINNING TO FULLY PROTECT THEM

FROM DAMAGE.

5. VERIFY AND CHECK ALL DIMENSIONS AND DETAILS SHOWN ON THE DRAWINGS

PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCY SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. COMMENCEMENT

OF CONSTRUCTION SHALL INDICATE CONTRACTOR'S ACCEPTANCE OF EXISTING

SITE CONDITIONS.

6. THE CONTRACTOR SHALL NOTIFY ALL AGENCIES TO VERIFY THE ACTUAL

LOCATIONS OF ALL UTILITIES IN THE PROJECT AREA PRIOR TO EXCAVATING. THE

CONTRACTOR SHALL COORDINATE ALL WORK.

7. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL CONDITION ALL

IMPROVEMENTS DAMAGED AS A RESULT OF THE CONSTRUCTION, INCLUDING

PAVEMENTS, EMBANKMENTS, SIGNS, LANDSCAPING, STRUCTURES, UTILITIES,

WALLS, FENCES, ETC. AT NO ADDITIONAL EXPENSE TO THE OWNER.

8. THE CONTRACTOR SHALL NOT PERFORM ANY CONSTRUCTION OPERATION SO AS

TO CAUSE FALLING ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW

INTO EXISTING DRAINAGE SYSTEMS, OR ADJOINING PROPERTIES, STREETS OR

NATURAL WATER COURSES. SHOULD SUCH VIOLATIONS OCCUR, THE

CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY MAKE

ALL REMEDIAL ACTIONS NECESSARY AT NO COST TO THE OWNER.

9. CONFINED SPACE

FOR ENTRY BY STATE PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT

REQUIRED CONFINED SPACE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING:

A. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE

REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE

CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE

FOLLOWING:

1) FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.

2) LIFELINE AND ASSOCIATED CLIPS.

3) INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

4) TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT.

5) EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION).

6) CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE.

7) CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN,

HYDROGEN SULFIDE, CARBON MONOXIDE AND FLAMMABLES

(CAPABLE OF MONITORING AT A DISTANCE AT LEAST 20 FEET

AWAY).

8) PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR.

B. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE

ENTRY CONDITIONS.

C. ONE ATTENDANT / RESCUE PERSONNEL. TOPSIDE (TWO, IF CONDITIONS

WARRANT IT).

14. BOULDERS, ROCK, OR SIMILAR MATERIAL MAY BE ENCOUNTERED DURING

EXCAVATION. EXCAVATION OF THESE MATERIALS SHALL BE DONE AT NOT

ADDITIONAL COST TO THE OWNER.

15. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR UTILITIES SUCH AS ELECTRICITY,

WATER, TELEPHONE ETC., REQUIRED FOR THEIR OPERATIONS AND ALL COSTS

SHALL BE BORNE BY THE CONTRACTOR.

WASTEWATER / STORMWATER LINE

ELECTRICAL LINE

POTABLE WATER LINE

END OF LINE CLEANOUT

DOUBLE CLEANOUT

VALVE

PUMP INSTALLED

WELL LOCATION

INDEX OF SHEETS

LEGEND

GENERAL NOTE, DESIGN DATA,

LEGEND, AND INDEX OF SHEETS

SOIL BORING

2 2

TP-03

TP-02

TP-04

TP-05

TP-06

TP-07

TP-08

TP-01

22222222222

4914.3 x

4914.5 x

4918.8 x

4916.1 x

4917.5 x

4918.8 x

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.01

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

OVERALL SITE PLAN

SCALE:

0100 100 200

1" = 100'

CAP FORCE MAIN PIPE

FOR FUTURE BYPASS

TO SANITARY SEWER

LOW PRESSURE

PIPE DRAINFIELD

MAINTENANCE SHOP

WASTEWATER NOTES

N-1. THE PROPOSED WASTEWATER APPROACH IS TO PROVIDE TWO SEPARATE SYSTEMS FOR THE VISITOR CENTER AND

MAINTENANCE SHOP.

N-2. ALL SOILS WITHIN 25 FT OF THE PRIMARY AND RESERVE AREAS SHALL BE PROTECTED FROM DISTURBANCE AND

COMPACTION. FAILURE TO PROTECT THESE SOILS COULD ELIMINATE THEIR USE FOR ONSITE DISPOSAL.

N-3. THE WASTEWATER SYSTEMS ARE DESIGNED TO BE CONSISTENT WITH BERNALILLO COUNTY CODE 2014-17 SECTIONS

42-491 TROUGH42-523 FOR SYSTEMS THAT ARE UNDER 5,000 GPD.

N-4. THE WASTEWATER SYSTEMS CONSISTS OF THE FOLLOWING ELEMENTS:

- PRIMARY TREATMENT TANK(S) AT EACH POINT OF WASTEWATER GENERATION

- GRAVITY PIPING TO THE DOSING TANK

- DOSING TANK WITH DUPLEX PUMP SYSTEMS

- LOW PRESSURE PIPE DOSED DRAINFIELD CONSTRUCTED AT GRADE.

N-5. WASTEWATER FLOWS

RESERVE AREA

COLLECTION PLAN

- VISITOR CENTER

N-6. SYSTEM SIZING DATA

VISITOR CENTER

DESIGN FLOW Q = 3,829 GPD

SOIL TYPE = LOAM

LOADING RATE = 2 SF/GPD

TYPE = LOW PRESSURE PIPE INSTALLED AT GRADE WITH MOUND

TREATMENT AREA (MINIMUM/DESIGN) = 7,658 SF / 7,700 SF

PRIMARY TREATMENT TANK SIZE = 4,000 GAL.

DOSING TANK = 4,000 GAL.

TOTAL TANK VOLUME INSTALLED = 8,000 GAL.

DRAINFIELD AREA = TWO FIELDS 65' L x 35' W = 4550 SF TOTAL . PLUS EQUAL (100%) RESERVE AREA

MAINTENANCE SHOP

PROPOSED FLOWS = 843 GPD

SOIL TYPE = LOAM

LOADING RATE = 2 SF/GPD

TYPE = LOW PRESSURE PIPE INSTALLED AT GRADE WITH MOUND

TREATMENT AREA (MINIMUM/DESIGN) = 1,686 SF / 1,800 SF

PRIMARY TREATMENT TANK SIZE = 2,000 GAL.

DOSING TANK SIZE = 1,000 GAL

DRAINFIELD AREA = 1,800 SF PLUS EQUAL (100%) RESERVE AREA

N-7. SITE DATA

PROPERTY = 570 AC.

DOMESTIC WATER SUPPLY = OFFSITE CONNECTION TO MUNICIPAL WATER SUPPLY

IRRIGATION WATER SUPPLY = IRRIGATION WELLS

IRRIGATION

WELL

MAINTENANCE

SHOP FACILITIES

FUTURE

CONNECTION

VISITOR CENTER

FACILITIES

DESIGN FLOW AT VISITOR CENTER FACILITIES

DESIGN FLOW AT MAINTENANCE SHOP FACILITIES

CAP FORCE MAIN PIPE

FOR FUTURE BYPASS

TO SANITARY SEWER

INSTALL APPROX. 1988 LF OF 2"

HDPE PRESSURE LINE FROM

VISITOR CENTER PRIMARY

TREATMENT TANK TO FUTURE

LIFT STATION FOR FUTURE

BYPASS TO SANITARY SEWER

WW1.02

WW2.01

COLLECTION PLAN

MAINTENANCE SHOP

WW2.02

WW1.03

SCALE: 1" = 100'

WW1.01

OVERALL SITE PLAN

200' WELL SETBACK

INSTALL AIR

RELEASE

VALVES AT HIGH

POINTS

LOW PRESSURE

PIPE DRAINFIELD

VISITOR CENTER

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PRIMARY TREATMENT TANK SIZE = 2,000 GAL.

sdominik Highlight

DRAINFIELD AREA = 1,800 SF PLUS EQUAL (100%) RESERVE AREA

sdominik Highlight

COLLECTION PLAN

MAINTENANCE SHOP

WW2.02

WW1.03

4914.5 x

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.02

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

COLLECTION PLAN - VISITOR

CENTER

SCALE:

10 10 20

1" = 10'

SCALE: 1" = 10'

WW1.02

COLLECTION PLAN - VISITOR CENTER

WW1.04

PRIMARY TREATMENT

AND DOSING TANK

4" PVC SCH 40 FROM

VISITOR CENTER

SEE CIVIL PLANS

FOR CONTINUATION

2" PVC SCH 40 TO

LOW PRESURE PIPE

DRAINFIELD 1

2" PVC SCH 40 TO

LOW PRESURE PIPE

DRAINFIELD 2

CAP FORCE MAIN PIPE

FOR FUTURE BYPASS

TO SANITARY SEWER

WW1.07

CONTROL PANEL

WITH ALARM

2% MIN SLOPE TO

DRAIN BACK TO

DOSING TANK

10' SETBACK

FROM EASEMENT

FUTURE BYPASS TO

SANITARY SEWER

FLOW METER

BOX

WW2.04

PARKING

STRUCTURE

EXISTING UTILITY

EASEMENT

AutoCAD SHX Text

IRR

AutoCAD SHX Text 2"

AutoCAD SHX Text

IRR

AutoCAD SHX Text

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.03

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

COLLECTION PLAN -

MAITENANCE SHOP

SCALE:

5 5 10

1" = 5'

SCALE: 1" = 5'

WW1.03

COLLECTION PLAN - MAINTENANCE SHOP

PRIMARY

TREATMENT TANK

2,000 GALLON

DOSING TANK

1,000 GALLON

WW1.05

WW1.06

4" PVC SCH 40 FROM

MAINTENANCE SHOP

(SEE CIVIL PLANS)

CONTROL PANEL

WITH ALARM

WW1.07

4" PVC SCH 40 FROM

RV PARKING

(SEE CIVIL PLANS)

2" SCH 40 PVC

PRESSURE LINE TO

LOW PRESSURE DRAIN

FIELD (MAINTENANCE)

SEE SHEET NSI2.02

APPROXIMATELY 400 FT

OVERHEAD

ELECTRICAL

EASEMENT

FLOW METER

BOX

WW2.04

4" PVC SCH 40

at 2% min.

INV IN = 4911.12

INV OUT =4910.95

INV IN = 4910.87

POINT OF

CONNECTION

INV IN = 4911.60

FUTURE BUNKHOUSE

7' SETBACK

FROM FUTURE BUILDING

AutoCAD SHX Text

INV13.70

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text W

AutoCAD SHX Text 1-1/4"

AutoCAD SHX Text

AutoCAD SHX Text sdominik Highlight

2" SCH 40 PVC

PRESSURE LINE TO

LOW PRESSURE DRAIN

FIELD (MAINTENANCE)

SEE SHEET NSI2.02

APPROXIMATELY 400 FT

sdominik Highlight

FLOW METER

BOX

WW2.0

FLOAT TABLE

FLOAT FUNCTION LOCATION

A HIGH LEVEL ALARM 83" ABOVE TANK FLOOR

B OVERRIDE TIMER ENABLE / DISABLE 77" ABOVE TANK FLOOR

C TIMER ENABLE / DISABLE 28" ABOVE TANK FLOOR

D REDUNDANT OFF / LOW LEVEL ALARM 26" ABOVE TANK FLOOR

CONDUIT

CONTROL

PANEL

4" PVC SCH 40 INFLOW WITH

FLEXIBLE COUPLER

MINIMUM

COVER

SLOPE GROUND AWAY

FROM RISER (TYP)

INSULATE PIPE WHERE LESS

THAN MINIMUM COVER

2" PVC SCH 40

OUTFLOW

PART TABLE

1. FIBERGLASS TANK

8,000 GALLON (312 1/2" L x 96" DIA.)

AVAILABLE FROM: XERXES

SEE SPEC. 333600

2. HIGH HEAD EFFLUENT PUMP (TYP 2)

0.5 HP, 208 V, 3.7 A, x 3 PHASE, 38.2 GPM @ 39.0 TDH MIN.

MODEL: PF50053200

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 221336

3. 24" ACCESS RISER (TYP 2)

WITH SAFETY GRATE

MODEL: RR24-XX

(XX = CONTRACTOR VERIFIED HEIGHT)

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

4. 30" ACCESS RISER

WITH SAFETY GRATE

MODEL: RR30-XX+SX+XD+2(20)

(XX = CONTRACTOR VERIFIED HEIGHT)

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

5. 24" FIBERGLASS ACCESS LID (TYP 2)

WITH RISER TO LID ADAPTER

MODEL: FLD24GI2

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

6. 30" FIBERGLASS ACCESS LID

WITH RISER TO LID ADAPTER

MODEL: FLD30GCFVI2

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

7. INTERNAL EXPLOSION PROOF SPLICE BOX

WITH CONDUIT SEAL KIT

MODEL: SBX-D

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

8. BIOTUBE PUMP VAULT

MODEL: PVU102-2419

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

9. CONTROL PANEL

MODEL: MVP-DAX208V3DMHTPRL - CUSTOM

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 409000

10. EXTERNAL SPLICE BOX

MODEL: SBEX SERIES

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

18"

BIOTUBE

PUMP

VAULT

HIGH HEAD

EFFLUENT

PUMP

(TYP 2)

FIBERGLASS

TANK

83"

NOTES:

N-1. PROVIDE WIRING BETWEEN CONTROL PANELS, PUMPS, AND ACCESSORIES IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE NEC.

N-2. INSULATE PIPES WHERE LESS THAN MINIMUM COVER.

N-3. ALL CONNECTIONS INTO AND OUT OF THE TANKS INCLUDING RISERS MUST BE

SEALED WATERTIGHT TO PREVENT GROUNDWATER INFILTRATION.

N-4. CONTROL PANEL PER DETAIL 5 SHEET WW1.07

N-5. ALL UNIONS, BALL VALVES, VAULT HANDLES, FLOAT TREE ASSEMBLIES AND

OTHER EQUIPMENT USED DURING ROUTINE OPERATIONS SHALL BE EASILY

REMOVABLE FOR OPERATION AND MAINTENANCE AND MUST BE WITHIN 18"

REACH OF THE RISER/VAULT OPENING.

N-6. IN THE EVENT THAT GROUNDWATER IS PRESENT DURING THE EXCAVATION OF

TANKS, OR IF SOIL CONDITIONS INDICATE THE PRESENCE OF SEASONALLY HIGH

GROUND WATER, THE ENGINEER IS TO BE NOTIFIED IMMEDIATELY.

INSTRUCTIONS FOR THE INSTALLATION USING CONCRETE DEADMEN ARE TO

BE FOLLOWED.

N-8. LOCATE CHECK VALVES ADEQUATE DISTANCE FROM PUMP DISCHARGE TO

ELIMINATE DAMAGE OF VALVE.

FINISHED GRADE

4914.50'

INV IN

4908.25'

RIM 4914.75'

24" FIBERGLASS

ACCESS LID

30" ACCESS RISER

30" FIBERGLASS

ACCESS LID

CONCRETE DEADMEN SEE

TANK MANUFACTURER'S

GUIDELINES

2" PVC SCH 40 DISCHARGE

ASSEMBLY WITH CHECK VALVE,

GATE VALVE, AND QUICK

DISCONNECT FLEX HOSE

(TYP 2)

MAX. L. L.

FROM BUILDING

SANITARY SEWER

COLLECTION

TO FIELD 1

24" ACCESS

RISER

BOTTOM

4904.52'

4" PVC

BAFFLE

TO FIELD 2

EXTERNAL

SPLICE BOX FOR

FLOATS ONLY

EXPLOSION PROOF

SPLICE BOX FOR

PUMPS ONLY

" WEEP

HOLE TO

ENALE

PLUMBING

TO DRAIN

26"

MIN. L. L.

SETTLING SIDE

VOLUME = 4015 GAL

DOSING OPERATIONAL

VOLUME= 2660 GAL.

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.04

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

PRIMARY TREATMENT AND

DOSING TANK - VISITOR CENTER

SCALE: NONE

WW1.04

PRIMARY TREATMENT TANK AND DOSING TANK - VISITOR CENTER

sdominik Highlight sdominik Highlight sdominik Highlight sdominik Highlight sdominik Highlight sdominik Highlight sdominik Highlight Update to Invert and Models sdominik Highlight 5-15-20

NOTES:

N-1. TANK VOLUMES

OPERATING VOLUME: 2,000 GAL = @ MAXIMUM L.L.

N-2. PROVIDE WIRING BETWEEN CONTROL PANELS, PUMPS, AND

ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS AND THE NEC. SEE ELECTRICAL SPECIFICATION

DIVISION 26.

N-3. INSULATE PIPES WHERE LESS THAN MINIMUM COVER. SEE SPEC 220719

N-4. ALL CONNECTIONS INTO AND OUT OF THE PRIMARY TREATMENT TANKS

INCLUDING RISERS MUST BE SEALED WATERTIGHT TO PREVENT

GROUNDWATER INFILTRATION.

N-5. CONTROL PANEL TO BE LOCATED ON 4" x 4" PRESSURE TREATED POST

OR ON NON-LIVING WALL OF BUILDING IN LOCATION APPROVED BY

ARCHITECT.

N-6. ALL UNIONS, BALL VALVES, FLOAT TREE ASSEMBLIES AND OTHER

EQUIPMENT USED DURING ROUTINE OPERATIONS SHALL BE

REMOVABLE FOR OPERATION AND MAINTENANCE AND MUST BE WITHIN

REACH OF THE RISER/VAULT OPENING. TYPICALLY 18" IS THE MAXIMUM

DISTANCE PERMITTABLE, THOUGH 12" IS PREFERABLE. EFFLUENT

FILTER HANDLE TO BE EXTENDED TO WITHIN 6" OF TOP OF RISER.

MAX. L. L.

4" PVC SCH 40

INFLOW

4" FLEXIBLE

CONNECTION

INV IN

3" (TYP)

RIM

SLOPE GROUND

AWAY FROM RISER

(TYP)

TOP OF TANK

24" ACCESS RISER

24" FIBERGLASS ACCESS LID

18"

1CONCRETE TANK

75"

BOTTOM

FINISHED GRADE

PART TABLE

1. CONCRETE TANK

NMED PRE-APPROVED

2,000 GAL.: H7'-8" x L9' x W7' (OUTSIDE DIMENSIONS)

AVAILABLE FROM: ALBUQUERQUE VAULT CO.

SEE SPEC. 333600

2. 24" FIBERGLASS ACCESS LID

WITH RISER TO LID ADAPTER

HEXAGONAL BOLTS OR LOCKABLE

MODEL: FLD24GVCFI2

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

3. 24" ACCESS RISER

BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE.

MODEL: RR24XX

(XX = CONTRACTOR VERIFIED HEIGHT)

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

4. EFFLUENT FILTER

MODEL: FT1260-36

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

5. EXTERNAL SPLICE BOX

MODEL: SBEX SERIES

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

EFFLUENT

FILTER

4" PVC SCH 40

FITTINGS

SUPPORT EFFLUENT

FILTER PER

MANUFACTURER'S

RECOMMENDATIONS

72"

INV OUT

ALARM

FLOAT

24" ACCESS RISER

24" FIBERGLASS ACCESS LID

CONDUIT TO

CONTROL

PANEL

EXTERNAL

SPLICE BOX

96"

72"

4" INLET FROM

BUILDING

92"

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.05

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

PRIMARY TREATMENT TANK -

MAINTENENCE SHOP

SCALE: NONE

WW1.05

PRIMARY TREATMENT TANK - MAINTENANCE SHOP

sdominik Highlight

CONCRETE TANK

NMED PRE-APPROVED

2,000 GAL.: H7'-8" x L9' x W7' (OUTSIDE DIMENSIONS)

AVAILABLE FROM: ALBUQUERQUE VAULT CO.

SEE SPEC. 333600

sdominik Highlight

N-1. TANK VOLUMES

OPERATING VOLUME: 2,000 GAL = @ MAXIMUM L.L.

sdominik Highlight 72" sdominik Highlight 96" sdominik Highlight 92" sdominik Highlight 75" sdominik Highlight 72" sdominik Highlight 5-1 sdominik Highlight Update to Invert and Models sdominik Highlight Update to Invert and Models 1 5-15-2

RIM

EXTERNAL

SPLICE BOX

" WEEP HOLE TO

ENABLE PLUMBING

TO DRAIN

(TYP)

SLOPE GROUND

AWAY FROM RISER

(TYP)

FLOW INDUCER TOWER AND

CAP PER MANUFACTURERS

INSTRUCTIONS

CONDUIT TO

CONTROL PANEL

PUMP DISCHARGE

ASSEMBLY

PART TABLE

1. CONCRETE TANK

NMED PRE-APPROVED

1,000 GAL.: H6'-0" x L7'-9" x W4'-6" (OUTSIDE DIMENSIONS)

AVAILABLE FROM: ALBUQUERQUE VAULT CO.

SEE SPEC. 333600

2. 24" FIBERGLASS ACCESS LID

WITH RISER TO LID ADAPTER

HEXAGONAL BOLTS OR LOCKABLE

MODEL: FLD24GVCFI2

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

3. 24" ACCESS RISER

BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE.

MODEL: RR24XX

(XX = CONTRACTOR VERIFIED HEIGHT)

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

4. 30" FIBERGLASS ACCESS LID

WITH RISER TO LID ADAPTER

HEXAGONAL BOLTS OR LOCKABLE

MODEL: FLD30GVCFI2

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

5. 30" ACCESS RISER

BOND TO TANK ADAPTER WITH RECOMMENDED ADHESIVE.

MODEL: RR30XX+SX+XD

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

6. HIGH HEAD EFFLUENT PUMP (TYP 2)

0.5 HP, 208 V, 3.7 A, x 3 PHASE, 53.1 GPM @ 40.2 TDH MIN.

MODEL: PF50053200

AVAILABLE FROM: ORENCO SYSTEMS INC.

7. 2" PUMP DISCHARGE ASSEMBLY

MODEL: HV200CXQ WITH VG2000S

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 221336

8. FLOW INDUCER

MODEL: FITD-D78-CUSTOM WITHOUT PUMP PLATES

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

9. EXTERNAL SPLICE BOX

MODEL: SBEX SERIES

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

10. INTERNAL EXPLOSION PROOF SPLICE BOX

WITH CONDUIT SEAL KIT

MODEL: SBX-D

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

NOTES:

N-1. TANK VOLUMES

OPERATING VOLUME: 1000 GAL = @ MAXIMUM L.L.

N-2. DESIGNED FOR H-20 LOADING

N-3. PROVIDE WIRING BETWEEN CONTROL PANELS, PUMPS, AND

ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS AND THE NEC. SEE ELECTRICAL SPECIFICATION

DIVISION 26.

N-4. INSULATE PIPES WHERE LESS THAN MINIMUM COVER. SEE SPEC 220719

N-5. ALL CONNECTIONS INTO AND OUT OF THE PRIMARY TREATMENT TANKS

INCLUDING RISERS MUST BE SEALED WATERTIGHT TO PREVENT

GROUNDWATER INFILTRATION.

N-6. CONTROL PANEL TO BE LOCATED ON 4" X 4" PRESSURE TREATED POST

OR ON NON-LIVING WALL OF BUILDING IN LOCATION APPROVED BY

ARCHITECT.

N-7. ALL UNIONS, BALL VALVES, FLOAT TREE ASSEMBLIES AND OTHER

EQUIPMENT USED DURING ROUTINE OPERATIONS SHALL BE

REMOVABLE FOR OPERATION AND MAINTENANCE AND MUST BE WITHIN

REACH OF THE RISER/VAULT OPENING. TYPICALLY 18" IS THE MAXIMUM

DISTANCE PERMITTABLE, THOUGH 12" IS PREFERABLE. EFFLUENT

FILTER HANDLE TO BE EXTENDED TO WITHIN 6" OF TOP OF RISER.

ENSURE FLOOD ELEVATION IS SUFFICIENT BELOW AIR GAP.

N-8. LOCATE CHECK VALVES ADEQUATE DISTANCE FROM PUMP DISCHARGE

TO ELIMINATE DAMAGE OF VALVE.

24"

MIN. L.L.

4" INLET FROM

PRIMARY TANK

2" OUTLET TO

LOW PRESSURE

PIPE DRAINFIELD -

MAINTENANCE

NYLON ROPE OR

NON-CORROSIVE

CHAIN FOR PUMP

REMOVAL

LAND APPLICATION DOSING TANK FLOAT TABLE (SEE SPEC. 221336)

FLOAT FUNCTION LOCATION

A HIGH LEVEL ALARM AT INVERT IN

B OVERRIDE TIMER ENABLE / DISABLE 9" BELOW INVERT IN

C TIMER ENABLE / DISABLE 24" ABOVE TANK FLOOR

D REDUNDANT OFF/ LOW LEVEL ALARM 22" ABOVE TANK FLOOR

30"

OPERATIONAL

DOSING VOLUME

= 542 GAL.

2" FLEX

HOSE

FINISHED GRADE

MAX. L. L.

HIGH HEAD

EFFLUENT PUMP

(TYP 2)

48"

87"

4" PVC SCH 40

INFLOW

4" FLEXIBLE

CONNECTION

INV IN

TOP OF TANK

18"

BOTTOM

(OUTSIDE)

60"

INSULATE PIPE WHERE LESS

THAN MINIMUM COVER

INTERNAL

EXPLOSION PROOF

SPLICE BOX

CONDUIT TO

CONTROL

PANEL

72"

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.06

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

DOSING TANK -

MAINTENANCE SHOP

SCALE: NONE

WW1.06

DOSING TANK - MAINTENANCE SHOP

sdominik Highlight

CONCRETE TANK

NMED PRE-APPROVED

1,000 GAL.: H6'-0" x L7'-9" x W4'-6" (OUTSIDE DIMENSIONS)

AVAILABLE FROM: ALBUQUERQUE VAULT CO.

SEE SPEC. 333600

sdominik Highlight

HIGH HEAD EFFLUENT PUMP (TYP 2

sdominik Highlight

0.5 HP, 208 V, 3.7 A, x 3 PHASE, 53.1 GPM @ 40.2 TDH MIN

sdominik Highlight

MODEL: PF50053200

sdominik Highlight

AVAILABLE FROM: ORENCO SYSTEMS INC

sdominik Highlight

2" PUMP DISCHARGE ASSEMBL

sdominik Highlight

MODEL: HV200CXQ WITH VG2000S

sdominik Highlight

AVAILABLE FROM: ORENCO SYSTEMS, INC

sdominik Highlight

SEE SPEC. 221336

sdominik Highlight

EXTERNAL SPLICE BOX

MODEL: SBEX SERIES

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

sdominik Highlight

NTERNAL EXPLOSION PROOF SPLICE BOX

WITH CONDUIT SEAL KIT

MODEL: SBX-D

AVAILABLE FROM: ORENCO SYSTEMS, INC.

SEE SPEC. 333600

sdominik Highlight 87" sdominik Highlight 8" sdominik Highlight

" FLEX

HOSE

sdominik Highlight

2" OUTLET TO

LOW PRESSURE

PIPE DRAINFIELD -MAINTENANCE

sdominik Highlight

9" BELOW INVERT IN

sdominik Highlight

24" ABOVE TANK FLOOR

sdominik Highlight

22" ABOVE TANK FLOOR

sdominik Highlight

N-1. TANK VOLUMES

OPERATING VOLUME: 1000 GAL = @ MAXIMUM L.L.

sdominik Highlight

N-8. LOCATE CHECK VALVES ADEQUATE DISTANCE FROM PUMP DISCHARGE

TO ELIMINATE DAMAGE OF VALVE.

sdominik Highlight 60" sdominik Highlight

HIGH HEAD

EFFLUENT PUMP

(TYP 2)

sdominik Highlight sdominik

24"

MINIMUM COVER

FINAL BACKFILL

6'-12" COVER OVER PIPE

INITIAL BACKFILL

(SEE SPEC. 312000)

HAUNCHING

EMBEDMENT

MATERIAL

4"-6" OF BEDDING SAND

DETECTABLE WARNING TAPE (SPEC. 220553)

SAND FILL TO SPRINGLINE OF PIPE

FINISHED GRADE

NOTES:

N-1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,

"STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE

FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION.

N-2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO

BACKFILL MATERIAL, WHEN REQUIRED.

N-3. WARNING TAPE: DETECTABLE TAPE TO BE PLACED A MINIMUM OF 6" TO A MAXIMUM OF

12" BELOW THE FINISHED GRADE. A CONTINUOUS LENGTH OF 3-INCH WIDE

DETECTABLE TAPE SHALL BE PLACED IN A DIRECT LINE OVER ALL PIPE AS SHOWN.

TAPE COLOR SHALL BE AS FOLLOWS:

BLUE (WATER) - USA BLUEBOOK MD - 25815

GREEN (SEWER) - USA BLUEBOOK MD - 25825

YELLOW (ELECTRICAL)

PURPLE (RECLAIMED WATER)

N-4. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL

EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE

MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE

DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED

USING A GEOTEXTILE MATERIAL.

N-5. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III. THE CONTRACTOR SHALL

PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS

OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100

MM) FOR 4" - 24" (100 MM - 600 MM); 6" (150 MM) FOR 30" - 60" (750 MM - 900 MM).

N-6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III IN THE PIPE ZONE

EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL

PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL

SHALL BE INSTALLED AS REQUIRED IN ASTM D 2321, LATEST ADDITION.

RECOMMENDED MINIMUM

TRENCH WIDTH

PIPE SIZE

MINIMUM

TRENCH WIDTH

4" OR LESS 21"

6" 23"

8" 26"

TRENCH WIDTH

(SEE TABLE)

NOTES

N-1. AIR RELEASE ASSEMBLIES SHALL BE PLACED AT ALL HIGH

POINTS IN THE COLLECTION LINE; LOCATE SLIGHTLY

DOWNSTREAM OF HIGH POINTS.

PART TABLE

1. 24" FIBERGLASS ACCESS LID

WITH RISER TO LID ADAPTER

HEXAGONAL BOLTS OR LOCKABLE LID

MODEL: FLD24GCFVI2

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

2. 24" ACCESS RISER

MODEL: RR24XX

XX = CONTRACTOR VERIFIED HT.

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 333600

3. AIR RELEASE ASSEMBLY AND VALVE

WITH STAINLESS STEEL REINFORCING COLLAR

ASSEMBLY MODEL: ARA

VALVE MODEL: ARV21

AVAILABLE FROM: ORENCO SYSTEMS INC.

SEE SPEC. 220523.02

SLOPE GROUND

AWAY FROM RISER

18" VALVE EXTENSION HANDLE

6" DEPTH OF DRAINROCK BASE

1" HDPE TO PVC TRANSITION FITTING

(FOR HDPE SEWER MAINS)

1" HDPE SDR 17 (PRESSURE USE)

LINE SIZE SEWER MAIN

OPTIONAL SELF-TAPPING HDPE

SADDLE TO ATTACH LATERAL

TO AN EXISTING SEWER MAIN

2" BALL VALVE

MANUAL AIR RELEASE BALL VALVE

2'-6"

NPT PRESSURE GAUGE PORT

1" x 2" REDUCER

NOTES

N-1. CLEANOUTS TO MEET STATE AND

COUNTY STANDARDS.

N-2. PLACE CLEANOUTS OUTSIDE OF

BUILDING AS SHOWN ON PLANS.

N-3. 8" DIAMETER CAST IRON METER FRAME

AND COVER (TYPE C) WITH COVER

STAMPED "SEWER". AVAILABLE FROM:

BINGHAM & TAYLOR (TYP 2).

N-4. FOR LOAD BEARING LOCATIONS, CAST

FRAME INTO 6" DEEP x 50" SQUARE

CONCRETE PAD. FOR NON-LOAD

BEARING LOCATIONS, COMPACT DIRT

AROUND FRAME TO 85% MAXIMUM

DENSITY.

N-5. 6" DEPTH OF

" PEA GRAVEL.

COMPACT PER LOCAL REQUIREMENTS.

N-6. MINIMUM COVER

N-7. REACH DEPTH, 18" MAXIMUM

N-8. 18" DIAMETER METER BOX OR PVC SCH

40 PIPE (TYP 2)

N-6

N-7

P-1

N-4

P-2

N-3

N-8

P-3

P-6

P-5

P-4

N-5

PIPING NOTES

P-1. LINE SIZE PVC SCH 40 MPT END CAP. HAND

TIGHTEN ONLY (TYP 2).

P-2. LINE SIZE PVC SCH 40 FPT BALL VALVE (TYP 2)

P-3. LINE SIZE HDPE TO STAINLESS STEEL MPT

TRANSITION FITTING (TYP 2)

P-4. LINE SIZE HDPE PIPE (TYP 2)

P-5. LINE SIZE x LINE SIZE x LINE SIZE HDPE LONG

SWEEP SANITARY TEE (TYP 2)

P-6. LINE SIZE SEWER PIPE

NOTES

N-1. CLEANOUTS TO MEET STATE AND COUNTY

STANDARDS.

N-2. PLACE CLEANOUTS EVERY 300 FEET.

N-3. 8" DIAMETER CAST IRON METER FRAME AND COVER

(TYPE C) WITH COVER STAMPED "SEWER". AVAILABLE

FROM: BINGHAM & TAYLOR.

N-4. FOR LOAD BEARING LOCATIONS, CAST FRAME INTO 6"

DEEP x 30" SQUARE CONCRETE PAD. FOR NON-LOAD

BEARING LOCATIONS, COMPACT DIRT AROUND FRAME

TO 85% MAXIMUM DENSITY.

N-5. 6" DEPTH OF

" PEA GRAVEL. COMPACT PER LOCAL

REQUIREMENTS.

N-6. MINIMUM COVER

N-7. REACH DEPTH, 18" MAXIMUM

N-8. 18" DIAMETER METER BOX OR PVC SCH 40 PIPE

PIPING NOTES

P-1. LINE SIZE PVC SCH 40 MPT END CAP. HAND TIGHTEN

ONLY.

P-2. LINE SIZE PVC SCH 40 FPT BALL VALVE.

P-3. LINE SIZE HDPE TO STAINLESS STEEL MPT TRANSITION

FITTING

P-4. LINE SIZE HDPE PIPE

P-5. LINE SIZE HDPE LONG SWEEP 90° ELL

P-6. LINE SIZE SEWER PIPE

P-7. LINE SIZE CONTINUATION OF SEWER WITH SANITARY

TEE (IF NECESSARY)

N-6

N-7

N-4

P-2

P-3

N-8

N-5

P-5

P-6

P-7

P-4

P-1

N-3

PIPING NOTES

P-1. LINE SIZE PVC SCH 40 FPT END CAP.

HAND TIGHTEN ONLY (TYP 2).

P-2. LINE SIZE HDPE TO STAINLESS

STEEL MPT TRANSITION FITTING

(TYP 2)

P-3. LINE SIZE HDPE PIPE (TYP 2)

P-4. LINE SIZE x LINE SIZE x LINE SIZE

HDPE LONG SWEEP SANITARY TEE

(TYP 2)

P-5. LINE SIZE SEWER PIPE

P-3

P-5

P-4

N-5

N-3

N-4

P-2

N-6

N-8

N-7

NOTES

N-1. CLEANOUTS TO MEET STATE AND COUNTY STANDARDS.

N-2. PLACE CLEANOUTS OUTSIDE OF BUILDING AS SHOWN ON PLANS.

N-3. 8" DIAMETER CAST IRON METER FRAME AND COVER (TYPE C) WITH COVER STAMPED "SEWER". AVAILABLE

FROM: BINGHAM & TAYLOR (TYP 2).

N-4. FOR LOAD BEARING LOCATIONS, CAST FRAME INTO 6" DEEP x 50" SQUARE CONCRETE PAD. FOR NON-LOAD

BEARING LOCATIONS, COMPACT DIRT AROUND FRAME TO 85% MAXIMUM DENSITY.

N-5. 6" DEPTH OF

" PEA GRAVEL. COMPACT PER LOCAL REQUIREMENTS.

N-6. MINIMUM COVER

N-7. REACH DEPTH, 12" MAXIMUM

N-8. 18" DIAMETER METER BOX OR PVC SCH 40 PIPE (TYP 2)

P-1

UNISTRUT

METAL FRAME

UNISTRUT

METAL FRAME

METAL ROOFING (FABRAL OR EQUAL),

30# FELT, DECK AND 3/4" PLYWOOD

NEMA 4x PUMP

CONTROL, MOUNT

AT EYE LEVEL

(SEE SPEC. 409000)

NOTES:

N-1. PUMP CONTROL SHALL BE LOCATED WITHIN SIGHT

OF THE TANK.

N-2. CONTRACTOR SHALL REVIEW LAYOUT OF PANELS

WITH OWNER / ARCHITECT.

N-3. HEIGHT AND WIDTH OF FRAME TO BE DETERMINED

BY CONTRACTOR.

N-4. GROUNDING PER NEC.

FRONT VIEW SIDE VIEW

3,000 PSI CONCRETE

12" DIA. x 24" DEEP

(TYP 2)

TO PUMP

FROM POWER

SUPPLY

TO HLA

AT MAINTENANCE SHOP

SEPTIC TANK

PROJECT #

SHEET TITLE

PLOT DATE

DATEREV ISSUE

F17PS00661

17 OCT 2019

WW1.07

UNITED STATES

DEPARTMENT OF THE INTERIOR

US FISH & WILDLIFE

SERVICE

100% CONSTRUCTION

DOCUMENTS

DIVISION OF ENGINEERING

VALLE DE ORO

NATIONAL WILDLIFE

REFUGE

BERNALILLO COUNTY NEW MEXICO

HEADQUARTERS &

VISITOR CENTER

ARCHITECTURAL

WEDDLE GILMORE

6916 east fifth avenue scottsdale arizona 85251

480 517 5055

DESIGN ARCHITECT

PADILLA-BRYCON

134 rio rancho boulevard ne rio rancho new mexico 87124

505 916 0695

GENERAL CONTRACTOR

FORMATIVE ARCHITECTURE

209 gold avenue sw albuquerque new mexico 87102

505 510 4600

EXECUTIVE ARCHITECT

SURROUNDINGS

1611 paseo de peralta santa fe new mexico 87501

505 982 3454

LANDSCAPE ARCHITECT

BIOHABITATS INC

3600 cerrillos road #1102 santa fe new mexico 87507

505 988 7453

WETLAND / WASTE WATER

HIGH MESA CONSULTING GROUP

6010-b midway park boulevard ne albuquerque new mexico 87109

505 345 4250

CIVIL ENGINEER

RME ABQ, LLC

2715 broadbent parkway ne, suite D albuquerque new mexico 87107

505 889 3004

STRUCTURAL ENGINEER

BRIDGERS & PAXTON

4600-c montgomery boulevard ne albuquerque new mexico 87109

505 883 4111

MEP ENGINEER

IDEUM

2469 corrales road, building d corrales, new mexico 87048

505-792-1110

EXHIBIT DESIGN

IRRIGATION SERVICES, INC.

44 good drive belen new mexico 87002

505 861 1536

IRRIGATION DESIGN

Rev 1. 5-15-20 Maintenance Shop Septic Update to Invert and Models1 5-15-20

COLLECTION…

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File details come from the government source that posted it. Updated Sep 15, 2020.