02. FTQW231401, Rpr Lift Stn B2212, Drawing Set.pdf

1 View Name 1/8" = 1'-0"A101

Room name

GENERAL SYMBOLS

NAME

NUMBER

SHEET LOCATION

SCALE

TRUE NORTH

GRID LINE

ROOM NAME

ROOM NUMBER

PLAN NORTH

REVISION

SEE DISCIPLINES FOR SPECIFIC SYMBOLS

PROJECT TEAM

OWNERS REPRESENTATIVE

354TH CIVIL ENGINEER SQUADRON

2310 CENTRAL AVE,

EIELSON AFB, AK 99702

907 377-0108

DESIGNERS REPRESENTATIVE

DESIGN ALASKA

601 COLLEGE ROAD

FAIRBANKS, AK 99701

907 452-1241

VICINITY MAP

PROJECT

LOCATION

F L

IG

H T

L

IN

E A

V E

NORTH ST

KODIAK ST

W A

B A

S H

A V

E

ALASKA MAP

PACIFIC OCEAN

ARCTIC OCEAN

BERING

SEA

KODIAK

ARCTIC CIRCLE

SEWARD

SITKA

JUNEAU

HAINES

WHITEHORSE YT

DAWSON YT

HAINES

JCT

HOMER

ANCHORAGE

EAGLE

CORDOVA

VALDEZ

GLENNALLEN

TOK

NORTH

POLE

NENANA

TANANA

CIRCLE

NOME

KOTZEBUE

UTQIAGVIK

(BARROW)

PRUDHOE BAY

U N

IT

E

D S

T A

T E

S

R U

S S

IA

U N

IT

E

D S

T A

T E

S C

A N

A D

A

PROJECT

LOCATION

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/19/2025 7:39:46 PM

GENERAL

INFORMATION

G010

EIELSON AIR FORCE BASE, ALASKA

354TH CIVIL ENGINEER SQUADRON

GENERAL

G010 GENERAL INFORMATION

MECHANICAL

M001 MECHANICAL ABBREVIATIONS, LEGENDS, AND

SCHEDULES

M100 MECHANICAL DEMOLITION PLAN

M200 MECHANICAL SITE PLAN

M300 MECHANICAL DETAILS

REPAIR LIFT STATION B2212

PROJECT NO. FTQW 231401

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S100 OVERALL PLAN

S101 OVERALL SECTIONS

S200 STRUCTURAL DETAILS

S201 STRUCTURAL DETAILS

ELECTRICAL

E001 LEGEND AND SCHEDULES

E002 AREA CLASSIFICATION PLANS

E003 MISCELLANEOUS DETAILS

E050 ELECTRICAL SITE PLAN

E100 BUILDING PLANS

E600 PANEL SCHEDULES AND RISER DIAGRAM

CIVIL

C100

C200

C500

C600

C601

C700

HAZARDOUS MATERIALS

H100

H101

LOCATION MAPS, NOTES, LEGEND, ACRONYM KEY

ASBESTOS, LEAD, & PCB SAMPLE LOCATIONS &

RESULTS

EXISTING CONDITIONS AND DEMOLITION PLAN

SITE IMPROVEMENTS PLAN

FORCE MAIN PLAN AND PROFILE

EXCAVATION SECTION

EXCAVATION SECTIONS

DETAILS

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REG IS T ER ED P R O F E S S I O NA L ENGINEER

Peter Beardsley

CE 10934

05/20/2025

H100

LOCATION MAPS,

NOTES, LEGEND,

ACRONYM KEY

PLB

SPH

LEAD SAMPLE LOCATIONS

(<1mg/cm2)(HUD)

LEAD SAMPLE LOCATIONS

(>1mg/cm2)(HUD)

SEE LEAD SAMPLE TABULATION

RESULTS FOR CONCENTRATION FOR

LEAD SAMPLE NUMBER

ASBESTOS SAMPLE LOCATIONS

NEGATIVE (<1% ASBESTOS)

ASBESTOS SAMPLE LOCATIONS

POSITIVE (>1% ASBESTOS)

SEE ASBESTOS TABULATED RESULTS

FOR ACM SAMPLE NUMBER

LEGEND

ACRONYM KEY

ACM - ASBESTOS CONTAINING MATERIAL

CMU - CONCRETE MASONRY UNIT

HUD - U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT

LBP - LEAD BASED PAINT

ND - NOT DETECTED

PCB - POLYCHLORINATED BIPHENYL

XRF - X-RAY FLUORESCENCE

mg - MILLIGRAM kg - KILOGRAM cm2 - SQUARE CENTIMETER

01234

01234

PCB BULK SAMPLE LOCATIONS

- NEGATIVE (NO PCBs DETECTED)

PCB BULK SAMPLE LOCATIONS

- POSITIVE (PCBs DETECTED)

SEE TABULATED RESULTS FOR

SAMPLE NUMBER & RESULTS

PROJECT

LOCATION

HAZARDOUS MATERIAL NOTES

NORTH NORTH

10 1/2

MILE

1/40 1/8

MILE

5/15/2025 10:49 AM H100 100%.DWG

SUSTAINABLE ENVIRONMENT

Juneau: 5438 Shaune Drive Anchorage: 3105 Lakeshore Drive

ENERGY, HEALTH & SAFETY

Fairbanks: 2400 College Road 907.452.5688

Corporate No.: AECC682

1. THESE HAZARDOUS MATERIAL NOTES APPLY TO ALL HAZARDOUS MATERIAL SHEETS.

2. A HAZARDOUS MATERIALS ASSESSMENT FOR PROPOSED CONSTRUCTION HAS BEEN COMPLETED AS PART OF THIS DESIGN. ALL SAMPLE LOCATIONS AND RESULTS COLLECTED AND UTILIZED AS PART OF THIS ASSESSMENT ARE IDENTIFIED ON THE PROJECT DRAWINGS. A COPY OF THE HAZARDOUS MATERIALS REPORT IS ATTACHED TO THE 02 26 00 SPECIFICATION. THESE DRAWINGS AND THE SPECIFICATION REPRESENT THE ENTIRETY OF THE HAZARDOUS

MATERIALS ASSESSMENT FOR THIS PROJECT.

3. THE DEMOLITION SCOPE OF WORK FOR EACH DISCIPLINE IS SHOWN IN THE DEMOLITION DRAWINGS FOR EACH DISCIPLINE. ABATEMENT OF HAZARDOUS MATERIALS IS ONLY NECESSARY TO THE EXTENT REQUIRED TO COMPLETE THE SCOPE OF WORK SPECIFIED BY OTHER DISCIPLINES.

4. PROTECT EXISTING BUILDING COMPONENTS TO REMAIN, INCLUDING STRUCTURAL ELEMENTS AND FINISHES, DURING THE COURSE OF ALL HAZARDOUS MATERIALS WORK. ALL WORK DAMAGED OR OTHERWISE MADE DEFECTIVE IN APPEARANCE SHALL BE RESTORED TO ORIGINAL CONDITION AND FUNCTION.

5. ASSUME ASBESTOS CONTAINING CONCRETE SEALANT IS PRESENT ON THE EXTERIOR OF THE UTILIDOR.

6. LEAD-BASED PAINT (PAINT CONTAINING EQUAL TO OR GREATER THAN 1.0 mg/cm²) WAS IDENTIFIED. PAINT CONTAINING LESS THAN 1 mg/cm² WAS ALSO OBSERVED. CONTROL WORKER EXPOSURES USING LEAD-SAFE WORK PRACTICES AND CHOICE OF MEANS AND METHODS TO ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS AND TO AVOID CONTAMINATION OF THE WORK AREA AND SITE. ALL DEMOLITION, ABATEMENT, AND DISPOSAL OF LEAD CONTAINING MATERIAL SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE TECHNICAL SPECIFICATIONS.

7. PCBS WERE IDENTIFIED IN PAINT. ENSURE COMPLIANCE WITH APPLICABLE REGULATIONS AND CONTROL WORKER EXPOSURES. ALL DEMOLITION, ABATEMENT, AND DISPOSAL OF PCB CONTAINING PAINT SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE REGULATIONS AND THE PROJECT

DOCUMENTS. ASSUME ALL PAINTED SURFACES ARE PAINTED WITH PCB CONTAINING PAINT.

8. ASSUME ALL CONCRETE REMOVED AS PART OF THIS PROJECT CONTAINS PCBS. CONTRACTOR MAY PROVIDE TESTING RESULTS TO CONFIRM MATERIAL DOES NOT CONTAIN PCBS. TESTING METHODOLOGY MUST BE INCLUDED IN THE CONTRACTOR’S APPROVED WORK PLAN UNDER 02 26 00.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM HIS OWN ASSESSMENT PRIOR TO DEMOLITION TO VERIFY AND QUANTIFY THE PRESENCE OF HAZARDOUS MATERIALS AND POTENTIAL WORKER EXPOSURE HAZARDS WITHIN THE ANTICIPATED WORK AREAS. ADDITIONAL HAZARDOUS MATERIALS NOT IDENTIFIED IN THESE DRAWINGS MAY BE ENCOUNTERED IN HIDDEN SPACES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER'S

REPRESENTATIVE OF CONFIRMATION OF PREVIOUSLY UNIDENTIFIED HIDDEN HAZARDS.

10. TEST RESULTS OF ANY MATERIALS AND WASTE STREAMS WILL BE TRANSMITTED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF RECEIPT. ALL MATERIALS REQUIRING A CHAIN OF CUSTODY SHALL REMAIN IN THE CONTROL OF THE CONTRACTOR UNTIL FINAL DISPOSITION.

11. REMOVE AND PROPERLY DISPOSE OF HAZARDOUS MATERIALS RESULTING FROM DEMOLITION OPERATIONS WITHIN EACH PROJECT AREA. ALL HAZARDOUS MATERIALS SHALL BE MANIFESTED AND DISPOSED OF IN A LEGAL MANNER, COMPLYING WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. CONTRACTOR SHALL PROVIDE DISPOSAL RECEIPTS TO THE OWNER'S REPRESENTATIVE INDICATING THE FINAL DISPOSITION OF ALL HAZARDOUS MATERIALS TRANSPORTED OFF-SITE TO A PERMITTED FACILITY FOR DISPOSAL OR REMEDIATION. THE OWNER OR OWNER'S REPRESENTATIVE WILL NOT BE SIGNATORY TO A MANIFEST, CERTIFICATE OF FINAL DISPOSAL, TRANSFER, OR CHAIN OF CUSTODY FOR ANY HAZARDOUS MATERIALS

SCHEDULED FOR DEMOLITION OR REMOVAL.

PROJECT

LOCATION

PROJECT

LOCATION

WET WELL

BAR-SCREEN

ROOM

B02

PUMP ROOM

P01

LANDING

B01

O

TP

C

XF

ER

S

W N

Q P

AN

EL

PUMP PANEL 1

GENSET

A8

L18

L19

L16

L15

L17

L14

L13

A6

L12

A7 L9

L8

L10

L11

L6

L2

L1

L3

A1

L5

L7

A2

A3

A5

A4

L4

P02

PUMP ROOM

P01

GROUND LEVEL

GENERATOR

ROOM

UTILIDOR

UTILIDOR

ACCESS

LEGEND

ASBESTOS BULK SAMPLE LOCATIONS

NEGATIVE (<1% ASBESTOS)

ASBESTOS BULK SAMPLE LOCATIONS

POSITIVE (>1% ASBESTOS)

ABC

ABC

SEE ASBESTOS

TABULATION RESULT

LEAD BASED PAINT SAMPLE

(<1mg/cm2)(HUD)

LEAD BASED PAINT SAMPLE

(>1mg/cm2)(HUD)

SEE LEAD BASED PAINT

TABULATION RESULTS FOR

CONCENTRATION

PCB BULK PAINT SAMPLE

- NEGATIVE (NO PCBs DETECTED)

PCB BULK PAINT SAMPLE

- POSITIVE (PCBs DETECTED)

SEE PCB BASED PAINT

TABULATION RESULTS FOR

CONCENTRATION

Lead Paint Sample Results (XRF) Number Color Surface Substrate Result (mg/cm²)

L1 white/green/tan wall concrete 1.8 L2 white wall concrete 0.00 L3 brown door metal 0.00 L4 white/green/tan wall concrete 0.18 L5 green generator metal 0.01 L6 gray floor concrete 0.6 L7 white/green/tan wall concrete 1.4 L8 gray floor concrete 0.06 L9 white wall concrete 0.00

L10 brown door trim metal 0.00 L11 white/green/tan wall concrete 0.7 L12 white/green/tan wall concrete 1.3 L13 white stair railing metal 0.11 L14 white wall CMU 0.00 L15 red crane rail metal 0.00 L16 white wall concrete 0.00 L17 red pipe elbow metal 0.00 L18 black pipe rack metal 0.01 L19 red pipe metal 0.00

Asbestos Bulk Sample Results (Method EPA 600/R-93/116) Sample ID Description Result

A1 tan/yellow pipe wrap ND A2 gray duct sealant ND A4 white exhaust insulation ND A5 white exhaust tank insulation ND A6 white/silver/yellow duct insulation cover ND A7 gray/white pipe sealant ND A8 tan/white pipe insulation ND

5/15/2025 10:48 AM H101 100%.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REG IS T ER ED P R O F E S S IO NA L ENG INEER

Peter Beardsley

CE 10934

05/20/2025

NOTE: NO SAMPLES COLLECTED FROM THIS AREA

H101

ASBESTOS, LEAD,

& PCB SAMPLE

LOCATIONS &

RESULTS

PLB

SPH

GROUND FLOOR

SCALE: 1" = 5'H101

0 5' 10'1

BASEMENT 2

SCALE: 1" = 5'H101

BASEMENT 1

SCALE: 1" = 5'H101

2 0 5' 10'

0 5' 10'

SUSTAINABLE ENVIRONMENT

Juneau: 5438 Shaune Drive Anchorage: 3105 Lakeshore Drive

ENERGY, HEALTH & SAFETY

Fairbanks: 2400 College Road 907.452.5688

Corporate No.: AECC682

PCB Bulk Paint by 3540/8082A (mg/kg) Sample ID 1 2

Color white/green/gray/yellow concrete wall white/green/tan concrete wall Aroclor-1016 ND ND Aroclor-1221 ND ND Aroclor-1232 ND ND Aroclor-1242 ND ND Aroclor-1248 ND ND Aroclor-1254 18 6.8 Aroclor-1260 2.3 0.96 Aroclor-1262 ND ND Aroclor-1268 ND ND

Total 20.3 7.76

BUILDING 2212

RCC-1

ELEV:

542.27'

18" CMP

E. INV.:536.35'

W. INV.: 536.19'

7" ASPEN

8" PINE

F.F. ELEV:

542.40'

6" CMP

INV: 536.21'

18" CMP

INV: 535.67'

STORM DRAIN

MAN HOLE

RIM: 537.39'

INV: 534.28'

GRAVEL DRIVEWAY

GRASS

GRASS

CONCRETE

WALKWAY

NORTH STREET

W

AB

AS

H

A

VE

N U

E

CONCRETE

SIDEWALK

COMMUNICATIONS

VAULT

UTILIDOR

MANHOLES

UTILIDOR

MANHOLES

ASP

HAL

T

GRASS

PFAS CONTAMINATED

SATURATED SOIL

DRAINING AND

INFILTRATION AREA

SEE SOIL CONTAMINANT

NOTES 2,3 AND 4 AND

DEWATERING NOTES 3,4

AND 5

UTILIDOR

APPROX PROJECT

LIMITS

UTILIDOR VAULT

RIM:540.47'

FLOOR527.67

SEWER VAULT

GRO AND DRO

CONTAMINATED SOIL

STOCKPILE AREA SEE SOIL

CONTAMINANT NOTE 1

CLEAN FILL

STOCKPILE AREA

A/G OIL TANK ON

CONCRETE PAD

PROTECT UTILIDOR LIDS BY BRIDGING OR

OTHER SUPPORT DURING CONSTRUCTION.

DO NOT DRIVE EQUIPMENT ON UTILIDOR

LIDS WITHOUT APPROPRIATE BRIDGING IN

PLACE

REMOVE 2650 SF

OF TOPSOIL

BRASS CAP MONUMENT

FIRE HYDRANT

COMMUNICATIONS MANHOLE

UNDERGROUND COMMUNICATIONS LINE

ELECTRIC JUNCTION BOX

UTILITY POLE

GUY ANCHOR

OVERHEAD ELECTRIC

SEWER MAN HOLE

SEWER LINE

STORM DRAIN MANHOLE

STORM DRAIN LINE

CULVERT

8" UTILIDOR VENT

ASPHALT ROAD

GRAVEL ROAD

LEGEND

SURVEY CONTROL POINT TABLE

POINT #

NORTHING

3904446.91

3904239.12

EASTING

1469610.68

1468993.97

ELEVATION

542.88

542.27

DESCRIPTION

BRASS CAP MONUMENT RCC-2

BRASS CAP MONUMENT RCC-1

6/9/2025 5:01 PM 022301 C100 - EXISTING CONDITIONS.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 10-Jun-2025

C100

IAL

CCD

EXISTING

CONDITIONS AND

DEMOLITION PLAN

EXISTING CONDITIONS AND DEMOLITION PLAN1

C100 1" = 20'

SURVEY NOTES

1. A SURVEY WAS PERFORMED ON OCTOBER 18TH, 2023 TO SUPPORT THE DESIGN OF A

BYPASS LIFT STATION TO SUPPLEMENT CAPACITY OF THE EXISTING LIFT STATION.

2. UNDERGROUND UTILITY LOCATES WERE NOT PERFORMED FOR THIS SURVEY.

UNDERGROUND UTILITIES SHOWN WERE DETERMINED BY EXISTING SPRAY PAINT

LOCATES FOUND AT TIME OF SURVEY. BELOW GROUND UTILIDOR EXTENT IS

APPROXIMATED BASED OFF SURFACE FEATURES AND AREA MAPS.

3. IT IS UNKNOWN IF EXISTING LEASE LOT BOUNDARIES OR EASEMENTS EXIST IN AND

AROUND THIS SITE.

4. COORDINATES ARE ALASKA STATE PLANE ZONE 3, NAD83, US FEET ELEVATIONS ARE

NAVD88 VERTICAL DATUM, FEET.

SOIL CONTAMINANT NOTES

1.

2. REMOVE SURFICIAL SOILS FROM SATURATED SOIL DRAINING AREA TO A DEPTH OF

NO GREATER THAN 1 FOOT ABOVE THE SEASON HIGH GROUNDWATER LEVEL. PLACE

UNCONTAMINATED, DRY EXCAVATED MATERIAL IN THE "CLEAN" STOCKPILE AREA.

3. SLOPE BOTTOM OF "DRAINING AND INFILTRATION AREA" TO DRAIN AND

COLLECT/INFILTRATE ON THE WEST END OF THE PIT. SOIL EXCAVATED FROM BELOW

THE WATER TABLE SHALL BE PLACED WITHIN THE "DRAINING AND INFILTRATION

AREA" AND ALLOWED TO DRY.

4. FOLLOWING THE COMPLETION OF THE LIFT STATION AND UTILIDOR BUMP OUT,

SPREAD DRY SOIL TO A SMOOTH SURFACE GENERALLY MATCHING PRE

CONSTRUCTION SLOPE AND INFILTRATION. CAP WITH 8" OF COMPACTED CLEAN FILL

AND 4" OF TOPSOIL AND SEED FOR A MINIMUM 12" COVER DEPTH.

DEWATERING NOTES

1. CONTRACTOR SHALL MAINTAIN A DRY, STABLE BASE WITHIN THE SECANT PILE CELLS.

2. WATER, REGARDLESS OF SOURCE, SHALL BE COLLECTED AND PUMPED TO AN

INFILTRATION AREA.

3. AT NO TIME SHALL THE DISCHARGE HOSE, PUMPED WATER, OR ANY PART OF THE

DEWATERING SYSTEM BE AT THE ELEVATION HIGHER THAN THE ORIGINAL GROUND

SURFACE.

4. IF THE DEWATERING FLOWS EXCEED THE ABILITY OF THE DRAINING AREA TO ACCEPT

DISCHARGES, THE CONTRACTOR SHALL IDENTIFY AREAS IN THE SECANT PILE WHERE

WATER IS INFILTRATING THE CELL AND STOP WATER FLOW.

5. ANY DISCHARGES OF WATER ABOVE THE ORIGINAL GROUND SURFACE ARE NOT

ADVISED AND WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

NOTE: POINT #100 IS LOCATED 500' NORTHWEST OF THE INTERSECTION OF

NORTH ST AND WABASH AVE. ON THE SOUTHSIDE OF NORTH ST.

(E) BUILDING 2212

F.F. ELEV:

542.40'

(E) GRASS

GRASS

NORTH STREET

(E) GRASS

(E) 8" PINE (E) GRAVEL DRIVEWAY

(E) 7" ASPEN

(E) UTILIDOR

C700

(E) UTILIDOR MANHOLE

RIM: 540.47

FLOOR:527.67

(E) SEWER VAULT

UTILIDOR BUMPOUT,

PER STRUCTURAL

SECANT WALL,

PER STRUCTURAL

UNDERGROUND

ELECTRIC LINE, TYP

H-FRAME, PER ELECTRICAL

C600

-4.0:1

-4 .0

:1

-4.0:1 -4 .0

:1

-4 .0

:1

-4.0:1

-4.0:1

-4 .0

:1

CONNECTION WITH

EXISTING GRADE

FORCE MAIN

C500

C700

FINISH GRADE

ADJACENT TO HATCH: 540

GRAVITY MAIN

C700

LIFT STATION,

PER MECHANICAL

RIM:541.3

BOLLARDS,

TYP 4

C700

BOLLARDS,

TYP 4

C700

BRASS CAP MONUMENT

FIRE HYDRANT

COMMUNICATIONS MANHOLE

UNDERGROUND COMMUNICATIONS LINE

ELECTRIC JUNCTION BOX

UTILITY POLE

GUY ANCHOR

OVERHEAD ELECTRIC

SEWER MAN HOLE

SEWER LINE

STORM DRAIN MANHOLE

STORM DRAIN LINE

CULVERT

8" UTILIDOR VENT

ASPHALT

LEGEND

5/22/2025 5:57 PM 022301 C200 - SITE IMPROVEMENTS.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 23-May-2025

C200

IAL

CCD

SITE

IMPROVEMENTS

PLAN

SITE IMPROVEMENTS PLAN1

C200 1" = 10'

GENERAL NOTES

1. ALL DISTURBED AREAS TO RECEIVE 4" TOPSOIL AND SEED UNLESS OTHERWISE

INDICATED.

(E) BUILDING 2212

F.F. ELEV:

542.40'

BP: 1+00.00 P

I:

1+

.8

PI: 2+05.57

EP: 2+17.88

1+00 1+50

2+

2+18

'-0

" M

IN

10'-0"MIN

LIFT STATION

H-FRAME PER ELECTRICAL

PROTECT CONCRETE FUEL TANK PAD

DOUBLE CLEANOUT,

PER MECHANICAL

DOUBLE CLEANOUT,

PER MECHANICAL

UTILIDOR BUMPOUT

M300

M300

BOLLARDS, TYP 4

C700

BOLLARDS, TYP 4

C700

5'-0"

MAX

5'-0"

MAX

FORCE MAIN PROFILE

0+90 1+00 1+50 2+00 2+20

LIFT STATION

FORCE MAIN PER

MECHANICAL

CONNECTION WITH EXISTING GRAVITY SEWER LINE

4'-0" MINIMUM

SEE NOTE 1

EXISTING GRADEFINISH GRADE

DOUBLE CLEAN OUT

PER MECHANICAL

DOUBLE CLEAN OUT

PER MECHANICAL

5/23/2025 11:23 AM 022301 C500 - FORCE MAIN PLAN AND PROFILE.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 23-May-2025

C500

IAL

CCD

FORCE MAIN PLAN

AND PROFILE

FORCE MAIN PLAN AND PROFILE1

C500 1" = 10'

GENERAL NOTES

1. GEOTECHNICAL FIELD INVESTIGATIONS COLLECTED FEB 2024 OBSERVED THE

GROUND WATER TABLE AT 436', APPROXIMATELY 5' BELOW GROUND SURFACE

WITHIN THE PROPOSED SITE IMPROVEMENTS.

0+00 0+50 1+00

(E) UTILIDOR

UTILIDOR

ADDITION,

PER

STRUCTURAL

LIFT STATION

TREMIE

SLAB, PER

STRUCTURAL

ELEV: 527. 67

8" MIN ABOVE SECANT WALL

FINISH GRADE

EXISTING GRADE

SECANT PILE WALL

PER STRUCTURAL

SEE NOTE 1

1.00 % MIN, GRAVITY MAIN PER MECHANICAL

TREMIE

SLAB, PER

STRUCTURAL

SECANT PILE WALL

PER STRUCTURAL

CONNECT TO EXISTING

SEWER MAIN INVERT

ELEVATION WITHIN

UTILIDOR

5/22/2025 5:57 PM 022301 C600 - EXCAVATION SECTION - LIFT STATION.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 23-May-2025

C600

IAL

CCD

EXCAVATION

SECTION

NORTH SOUTH SECTION THROUGH LIFT STATION AND UTILIDOR BUMP OUT1

C600 1" = 5'

GENERAL NOTES

1. GEOTECHNICAL FIELD INVESTIGATIONS COLLECTED FEB 2024 OBSERVED THE

GROUND WATER TABLE AT 436', APPROXIMATELY 5' BELOW GROUND SURFACE

WITHIN THE PROPOSED SITE IMPROVEMENTS.

1 4

18"

12"

OSHA SAFE

LAYBACK, TYP.

SHOWN 1.5H:1V

FOR PLANNING

GRASSED AREA, TYPDRIVING SURFACE , TYP

APPROXIMATELY

4-6"

REPLACE SURFACE

TO MATCH GRAVEL

DRIVE

4" TOPSOIL AND SEED TO MATCH EXISTING

2" INSULATION AND WATERPROOFING, SEE

NOTES 1 & 2

COMMON FILL

COMPACT TOP 12"

TO 90%

STRUCTURAL FILL.

95% COMPACTION,

MAX 8" LIFTS

(E) INSULATION

C700

4"

2% FOR 5'-0" 2% FOR 5'-0"

CUT TOP OF

INSULATION AT

ACCESS HATCH

TO 45 DEG

ANGLE, TYP

2" INSULATION AND

WATERPROOFING,

SEE NOTES 1 & 2

COMMON FILL.

COMPACT TOP 12"

TO 90%

CONCRETE

UTILIDOR AND

ACCESS HATCH

PER STRUCTURAL

4/29/2025 3:05 PM 022301 C601 - EXCAVATION SECTION - MATERIAL STORAGE.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 23-May-2025

C601

IAL

CCD

EXCAVATION

SECTIONS

UTILIDOR SECTIONS1

C601 NO SCALE

INSULATION/WATERPROOFING NOTES

1. APPLY 2" THICK POLYSTYRENE INSULATION TO UTILIDORS, ACCESS VAULTS AND MANHOLES, PREEXISTING INSULATION MAY

BE PRESENT. DO NOT INSULATE INTERIOR CONCRETE SURFACES.

2. UTILIDORS, ACCESS VAULTS AND MANHOLES SHALL BE WATERTIGHT CONSTRUCTION. EXTERIOR SURFACES SHALL BE

COATED WITH WATERPROOFING BITUMINOUS SHEET MEMBRANE. BASIS OF DESIGN IS GRACE BITUTHENE 3000.

3. SEE STRUCTURAL FOR JOINT SEALANT FOR WALL-TO-LID JOINTS.

UTILIDOR EXCAVATION SECTION UTILIDOR ACCESS HATCH EXCAVATION SECTION

6'-0"

APPROXIMATE GROUNDWATER DEPTH

MIN TRENCH WIDTH:

INSULATED PIPE O.D. + 12"

MAX TRENCH WIDTH: UP TO 30"

O.D. + 6" INSULATION + 16"

GRAVITY MAIN PER MECHANICAL

6" MIN BEDDING

1'-0" MIN COVER

SURFACE FINISH COURSE

5/22/2025 5:46 PM 022301 C700 - DETAILS.DWG

022301

20 MAY 2025

COMM. NUMBER

ISSUE DATE

DESIGNED BY

DRAWN BY

1"0" SCALE

601 College Road Fairbanks AK 99701 907.452.1241

Architects SurveyorsEngineers

AECC511 designalaska.com

REPAIR LIFT

STATION B2212

REGISTERED PROFESSIONA L ENGINEER

Charles Cutter Degerlund

No. CE124811 23-May-2025

C700

IAL

CCD

DETAILS

SURFACE FINISH TO

MATCH ADJACENT FINISH

STRUCTURAL

FILL

UTILITY BEDDING MATERIAL

MARKING

TAPE

M

IN

4"

6" 6"

AS

REQUIRED

18" MAX

UNDERGROUND ELECTRICAL TRENCH1

C700 NOT TO SCALE

6" MIN BEDDING

MIN TRENCH WIDTH:

INSULATED PIPE O.D. + 12"

MAX TRENCH WIDTH: UP TO

30" O.D. + 6" INSULATION +

16"

FORCE MAIN TRENCH DETAIL2

C700 NO SCALE

PIPE O.D. + INSULATION

24"

12" MIN COVER

4' - 0" MIN COVER TO

TOP OF INSULATION

SURFACE FINISH COURSE

3" DETECTABLE UTILITY

WARNING TAPE

SLOPE PER CURRENT

OSHA STANDARDS

REPLACE OVER DEPTH

OR UNSTABLE SOIL

TRACER WIRE

PIPE WITH

INSULATION,

PER

MECHANICAL

NOTES

1. INSTALLATION PROCEDURES SHALL BE AS SPECIFIED BY

THE DIRECT BURY PIPE MANUFACTURER.

2. FOR NON-PAVING AREAS, BACKFILL MATERIAL ABOVE

THE PIPE BEDDING.

3. SHEETING AND SHORING SHALL BE AS REQUIRED PER

OSHA STANDARDS.

4. USE 3" DETECTABLE MARKING TAPE, BURIED 24" ABOVE

UPPER SURFACE OF PIPE INSULATION. GREEN =

SANITARY SEWER, BLUE = WATER DISTRIBUTION.

5. KEEP TRENCH FREE OF WATER DURING BACKFILL

GRADE

GRAVEL ACCESS ROAD OPEN AREAS

STRUCTURAL

FILL TO MATCH

DEPTH OF

EXISTING

ACCESS ROAD,

N.F.S.

MATERIAL

BEYOND

AGGREGATE

SURFACE

COURSE

GRAVITY MAIN TRENCH DETAIL3

C700 NO SCALE

1. CONTRACTOR MAY UTILIZE ALTERNATIVE

METHODS FOR SHORING AND BRACING AS

NEEDED TO MINIMIZE EXCAVATION

FOOTPRINT.

NOTES

BOLLARD LAYOUT AND DETAIL 4

C700 NO SCALE

CAP TOP SECTION PLAN AT H-FRAME AND CLEANOUTS

6"

1'-2"

4" ALL AROUND

3' -0

3"

4' -0

CONCRETE BASE

FG

PIPE CAP, WELD TO

PIPE, GRIND SMOOTH,

AND PAINT YELLOW

6" OD SCHEDULE 40

STEEL PIPE. FILL

WITH CONCRETE

AND PAINT YELLOW

SLOPE TO DRAIN

DOUBLE CLEANOUT

H-FRAME

5'-0" O C

M

AX, TYP

2'-0"

MIN,

TYP

C. CONCRETE

1. GENERAL:

A. ALL CAST-IN-PLACE CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF

4,500 PSI.

B. CONCRETE SHALL MEET ALL REQUIREMENTS OF ACI 301 SPECIFICATION FOR STRUCTURAL

CONCRETE BUILDINGS.

C. ALL PERMANENTLY EXPOSED CONCRETE EDGES TO BE CHAMFERED 3/4", UNO

D. PROVIDE SLEEVES FOR ALL UTILITY OPENINGS.

E. DIMENSIONS SHOWN ON DRAWING SHALL SUPERSEDE THOSE SHOWN ON GENERAL NOTES.

2. REINFORCING:

A. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. WELDED WIRE FABRIC SHALL

CONFORM TO ASTM A185.

B. DETAIL REINFORCING BARS IN ACCORDANCE WITH THE ACI DETAILING MANUAL AND THE ACI

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, LATEST EDITION.

C. HORIZONTAL FOUNDATION AND WALL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS AND

INTERSECTIONS; PROVIDE CORNER BARS.

D. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE

DRAWINGS. PROVIDE SUFFICIENT TIE BARS TO SUPPORT ALL REINFORCING.

E. DO NOT CUT ANY REINFORCEMENT AT OPENINGS.

F. UNLESS A REINFORCING SPLICE, CLEAR DISTANCE BETWEEN REINFORCING SHALL NOT BE LESS

THAN 1.5 BAR DIAMETERS NOR LESS THAN 1 1/2''.

G. MINIMUM LAP SPLICE LENGTHS FOR CONCRETE REINFORCING BARS SHALL BE AS FOLLOWS:

a. SPLICES WITH 12” OR MORE OF FRESH CONCRETE PLACED BENEATH: 80 BAR DIAMETERS

b. ALL OTHER SPLICES: 62 BAR DIAMETERS

H. PROVIDE REINFORCEMENT COVER AS FOLLOWS (ACI 7.7), UNLESS NOTED OTHERWISE ON

DRAWINGS:

a. CONCRETE POURED AGAINST EARTH ........... 3" ±3/8"

b. CONCRETE EXPOSED TO EARTH OR WEATHER:

• NO. 6 OR LARGER .................................. 2" ±3/8"

• NO. 5 OR SMALLER ................................ 1 1/2" ±3/8"

c. CONCRETE SLABS ON GRADE ........................... PLACE REINFORCING AT SLAB MID-DEPTH

3. EMBEDDED ANCHORS:

A. WHERE ANCHOR BOLT PROJECTION IS NOT SPECIFIED, BOLTS SHALL EXTEND PAST FACE OF NUT BY

AT LEAST ONE FULL THREAD.

E. POST-INSTALLED ANCHORS

POST-INSTALLED ANCHORS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

CONCRETE

ADHESIVE ANCHORS:

• EXTERIOR: HILTI HIT-RE 500 V3 OR RED HEAD C6+, 304 OR 316

STAINLESS THREADED ROD

SCREW ANCHORS

• EXTERIOR: SIMPSON TITEN HD, 316 STAINLESS

1. INSTALL POST-INSTALLED ANCHORS ONLY AS INDICATED ON THE DRAWINGS OR WITH SPECIFIC WRITTEN

APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION.

2. THE CONTRACTOR MAY NOT USE SUBSTITUTES FOR THE POST-INSTALLED ANCHORS WITHOUT PRIOR

APPROVAL OF THE ENGINEER.

3. SEE DRAWINGS FOR ANCHOR TYPE, SIZE, AND EMBEDMENT DEPTHS. INSTALL ANCHORS AS OUTLINED IN MANUFACTURER'S SPECIFICATIONS AND ICC REPORTS. UTILIZE PROPER DRILL TYPE, BIT SIZE, AND HOLE

CLEANING, DRIVING OR TIGHTENING TECHNIQUES, UNLESS NOTED OTHERWISE.

4. ANCHORS INSTALLED IN UTILIDOR FLOORS AND WITHIN 18" OF UTILIDOR FLOORS SHALL BE STAINLESS

STEEL CONFORMING TO THE "EXTERIOR APPLICATIONS" PRODUCTS LISTED ABOVE.

5. ANCHORS INSTALLED IN WASTEWATER CONVEYANCE AND/OR WASTEWATER TREATMENT SYSTEMS SHALL BE STAINLESS STEEL CONFORMING TO THE "EXTERIOR APPLICATIONS" PRODUCTS LISTED ABOVE.

GENERAL STRUCTURAL NOTES

A. DESIGN CRITERIA

1. BUILDING CODE........................................................................................ 2021 IBC (INTERNATIONAL BUILDING CODE)

UFC 3-301-01

2. SNOW LOADS

GROUND SNOW LOAD Pg ........................................................ 70 PSF

3. SEISMIC LOADS

SS ............................................................................................... 0.966 S1 ............................................................................................... 0.377 SITE CLASS................................................................................. D

SEISMIC DESIGN CATEGORY.................................................. D

RISK CATEGORY ....................................................................... III IMPORTANCE FACTOR............................................................. 1.25 ANALYSIS PROCEDURE........................................................... EQUIVALENT LATERAL FORCE METHOD

B. FOUNDATION

1. FOUNDATION DESIGN IS BASED ON A GEOTECHNICAL INVESTIGATION PREPARED BY SHANNON AND WILSON

DATED 02/24.

2. ALL ORGANIC AND/ OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM SUB-GRADE AND

BACKFILLED WITH STRUCTURAL FILL.

3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY FROST OR ICE FROM

PENETRATING ANY FOOTING OR SLAB SUB-GRADE BEFORE AND AFTER PLACING CONCRETE UNTIL SUCH

SUB-GRADES ARE PERMANENTLY PROTECTED BY THE BUILDING STRUCTURE.

4. AT PERIMETER FOUNDATION WALLS, BRING GRADE UP EVENLY (WITH MAXIMUM 6" LIFTS) ON EACH SIDE OF

WALL TO FINAL ELEVATIONS.

5. STRUCTURAL FILL IS TO BE SELECT MATERIAL, TYPE A: NON-FROST SUSCEPTIBLE, CLEAN, FREE DRAINING, WELL GRADED BROKEN STONE, SAND GRAVEL OR OTHER INORGANIC SOIL MATERIALS MEETING THE

FOLLOWING GRADATION AFTER COMPACTION:

SIZE %PASSING

4 INCH 100

NO. 4 30-60

NO. 200 0-5

D. STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS SHALL BE ASTM A572 - GRADE 50 (Fy = 50 KSI) OR A992 (Fy

= 50 KSI).

2. ANGLES, PLATES, AND CHANNELS SHALL BE ASTM A36 (Fy = 36 KSI).

3. PIPE SHALL CONFORM TO ASTM A53 GRADE B (Fy = 35 KSI).

4. ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION

OF THE AISC STEEL CONSTRUCTION MANUAL.

5. WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES. WELDING SHALL BE DONE BY QUALIFIED

WELDERS AND SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE-STEEL, LATEST EDITION.

ALL WELDS ARE INTENDED TO BE CONTINUOUS UNLESS NOTED OTHERWISE.

6. FIELD WELDS NOTED THROUGHOUT THE CONTRACT DOCUMENTS ARE ACCEPTABLE LOCATIONS FOR FIELD

WELDING AT THE CONTRACTOR'S OPTION. FIELD WELDS MAY BE PERFORMED IN THE SHOP.

F. GENERAL

1. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS TO MATCH NEW CONSTRUCTION TO

EXISTING CONSTRUCTION.

2. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO

THE SITE INCLUDE INSPECTION OF THESE ITEMS).

3. STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DISCIPLINES INTO THEIR SHOP DRAWINGS AND WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING.

5. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOADS SHALL

NOT EXCEED THE DESIGN LIVE LOAD.

6. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, PLUMBING AND ELECTRICAL WITH

THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.

7. DO NOT USE SCALED DIMENSIONS TAKEN FROM STRUCTURAL DRAWINGS. CONTACT STRUCTURAL

ENGINEER TO REQUEST SUPPLEMENTAL DIMENSION INFORMATION IF REQUIRED.

8. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF

A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA.

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/16/2025 3:10:00 PM

PSB

MTE

GENERAL

STRUCTURAL

NOTES

S001

CONTINUOUS PERIODIC

IBC CODE

REFERENCE

CODE or STANDARD

REFERENCE

FREQUENCYSYSTEM or MATERIAL

INSPECTION

REMARKS

PERIODIC: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING

PERFORMED.

CONTINUOUS: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED.

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTIONS 1704-1707.

SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESTING THAT ARE NOT PART OF SPECIAL INSPECTIONS.

SPECIAL INSPECTIONS

INSPECT CONCRETE PLACEMENT

FOR PROPER APPLICATION

TECHNIQUES. VERIFY USE OF

APPROVED MIX DESIGN

TABLE 1705.3, 1904.1,

1904.2

ACI 318-19: 26.5, 26.13.3 X

FIRST 20% OF EACH PLACEMENT TO VERIFY

PROPER PLACEMENT TECHNIQUES

INSPECT ADHESIVE ANCHORS

INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS

TO RESIST SUSTAINED TENSION

LOADS

TABLE 1705.3

ACI 318-19: 26.7,

26.13.3.2(e) X

INSPECT ANCHORS

POST-INSTALLED IN HARDENED

CONCRETE, MECHANICAL ANCHORS

AND ADHESIVE ANCHORS NOT

DEFINED BELOW

TABLE 1705.3

ACI 318-19: 26.7,

6.13.3.2(h), 26.13.3.2(i) X

SPECIAL INSPECTIONS APPLY TO ANCHOR

PRODUCT NAME, TYPE, AND DIMENSIONS,

HOLE DIMENSIONS, COMPLIANCE WITH DRILL

BIT REQUIREMENTS, CLEANLINESS OF THE

HOLE AND ANCHOR, ADHESIVE EXPIRATION

DATE, ANCHOR/ADHESIVE INSTALLATION,

ANCHOR EMBEDMENT, AND TIGHTENING

TORQUE. INSPECTION FREQUENCY PER

MANUFACTURER'S REQUIREMENTS BUT NOT

LESS THAN 10% OF EACH ANCHOR, DOWEL,

OR ADHESIVE TYPE

INSPECT ANCHORS CAST IN

CONCRETE

TABLE 1705.3

ACI 318-19: 26.7,

26.13.3.3(g)

X ALL BOLTS VISUALLY INSPECTED

INSPECT REINFORCEMENT TABLE 1705.3

ACI 318-19: CH. 20, 25.2,

25.3, 26.6.1 - 26.6.3

X ALL REINFORCEMENT VISUALLY INSPECTED

CONCRETE

DIVISION #03 - CONCRETE

FOR CONCRETE ELEMENTS,

PERFORM ADDITIONAL INSPECTIONS

IN ACCORDANCE WITH SECTION

DIVISION #03 SPECIAL INSPECTION

TABLE

TABLE

1705.8

VERIFY PLACEMENT LOCATIONS AND

PLUMBNESS, CONFIRM ELEMENT

DIAMETERS, BELL DIAMETERS (IF

APPLICABLE), LENGTHS,

EMBEDMENT INTO BEDROCK (IF

APPLICABLE) AND ADEQUATE

END-BEARING STRATA CAPACITY.

RECORD CONCRETE OR GROUT

VOLUMES

TABLE

1705.8

X

INSPECT DRILLING OPERATIONS AND

MAINTAIN COMPLETE AND

ACCURATE RECORDS FOR EACH

ELEMENT

TABLE

1705.8

X

CAST-IN-PLACE DEEP FOUNDATION ELEMENTS

PRIOR TO PLACEMENT OF

COMPACTED FILL, OBSERVE

SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY

TABLE

1705.6

X

BY THE GEOTECHNICAL ENGINEER OR

OTHER APPROVED INSPECTOR

VERIFY EXCAVATIONS ARE

EXTENDED TO PROPER DEPTH AND

HAVE REACHED PROPER MATERIAL

TABLE

1705.6

X

BY THE GEOTECHNICAL ENGINEER OR

OTHER APPROVED INSPECTOR

VERIFY MATERIALS BELOW

SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN

BEARING CAPACITY

TABLE

1705.6

X

BY THE GEOTECHNICAL ENGINEER OR

OTHER APPROVED INSPECTOR

SOILS

DIVISION #31 - EARTHWORK

A K

AF AL

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TA

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S

Patrick S. Brandon

SE 141370

R E

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STRUCTURAL

EN

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IN

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16-MAY-2025

S101

S101

(E) HATCH

S101

S200 3__________

S200

2 PROVIDE WATER-TIGHT

SEAL BETWEEN EXISTING

UTILIDOR AND PILE.

CONCEPT: GROUT FILL

CONCEPTUAL PILE WALL &

REINFORCING.

SEE NOTES, THIS SHEET

S100

S100

S100

S100

OPP

OPP

S100

44' - 10"

42' - 6"

APPROX

9' - 0

APPROX

17' - 0"

A P

P R

O X

S100

W14X68

W X

W X

W14X48

CONCEPTUAL SECANT PILE RING.

SEE NOTES, THIS SHEET

CONCRETE SECANT PILE,

PER SPECIFICATION

REINFORCE PILES WITH

CONTINUOUS WIDE FLANGE

COLUMNS, ORIENTED AS

SHOWN ON PLAN.

CONCEPTUAL REINFORCING

SIZE: W12X40

CONCEPTUAL WHALER

SHEAR CONNECTION

PER

WHALER PER PLAN

GROUT FILL ANNULAR

SPACE BTW BEAM &

SECANT PILE. TYP, FULL

LENGTH OF BEAMS

S100

1" MAX

5/16

5/16

3/4"X6"X9" SHEAR TAB

5/16

3-SIDES

1/2" STIFFENER

PLATE, BOTH SIDES

5/16

3-SIDES

1" MAX

5/16

5/16

3/4"X6"X18" SHEAR TAB

5/16

3-SIDES

1/2" STIFFENER

PLATE, BOTH SIDES

5/16

3-SIDES

5/16

5/16

5/16

5/16

1/2" PLATE

0' - 8"

CJP

CLIP FLANGE

8"

/4

REMOVE CONCRETE AS

NECESSARY TO INSTALL LATERAL

WHALER CONNECTION

FACE OF PILE

REINFORCING

WHALER PER PLAN

5/16 8

1" MIN

5/16 8

5/16 8

1/2"X8"XREQ

PLATE TOP

AND BOT

5/16 8

GROUT FILL ANNULAR SPACE

BTW BEAM & SECANT PILE

FOLLOWING ATTACHMENT.

TYP, FULL LENGTH OF BEAMS

1/4" = 1'-0"S100

1 OVERALL PLAN

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/16/2025 3:10:01 PM

PSB

MTE

OVERALL PLAN

S100

1/2" = 1'-0"S100

2 CONCEPTUAL - TYPICAL SECANT PILE & WHALER

GENERAL NOTES

1. EXCAVATION SHORING AND GROUNDWATER DAMMING SYSTEM SHOWN IS

CONCEPTUAL. CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE

FOR THE DESIGN OF EXCAVATION SHORING AND DEWATERING DESIGN. SEE

SPECIFICATION 31 63 16.

2. EXTENTS OF EXCAVATION AND RETAINING WALLS IS CONCEPTUAL. CONTRACTOR TO

DETERMINE OVERALL PLAN DIMENSIONS OF EXCAVATION NECESSARY TO PERFORM

WORK.

3. GROUNDWATER SEEPAGE RATES INTO EXCAVATION SHALL MEET THE REQUIREMENTS

OF THAT LISTED IN SECTIONS 02 61 13 AND 31 63 16.

1" = 1'-0"S100

4 CONCEPTUAL - WHALER-TO-STRUT CONNECTION

1" = 1'-0"S100

3 CONCEPTUAL - WHALER-TO-WHALER CONNECTION

1" = 1'-0"S100

5 CONCEPTUAL - WHALER SHEAR CONNECTION

A K

AF AL

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S

Patrick S. Brandon

SE 141370

R E

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STRUCTURAL

EN

G

IN

E E

EXISTING LIFT

STATION FINISHED

FLOOR

0' - 0"

UTILIDOR FLOOR

-14' - 9"

FINISHED GRADE

-0' - 6"

TREMIE SLAB CAST UNDER

(E) UTILIDOR 2' - 0" MIN

4" LEVELING SLAB

ATOP TREMIE SLAB

PER CIVIL

M

IN

G E

O T

E C

H T

O C

O N

F

IR

M

A P

P R

O X

" TREMIE SLAB

TREMIE SLAB

TOP OF LIFT STATION

PER CIVIL

FILL ANNULAR SPACE

BETWEEN LIFT STATION

AND RING WALL WITH

SELF CONSOLIDATING

MATERIAL. SEE NOTES,

THIS SHEET

PREP PILE SURFACE

PRIOR TO TREMIE SLAB

PLACEMENT. SEE

NOTES, THIS SHEET

SURFACE WATER

RELIEF PORTS. SEE

NOTES, THIS SHEET

(8) 1"Ø STAINLESS STEEL ADHESIVE

ANCHORS, 36" EMBED INTO TREMIE SLAB.

ENSURE HOLES ARE NOT WATER FILLED

WHEN INSTALLING EPOXY ANCHORS.

TREMIE CONCRETE MINIMUM AGE PRIOR TO

INSTALLING ADHESIVE ANCHORS: 7 DAYS

TREMIE CONCRETE MINIMUM AGE PRIOR TO

LOADING ANCHORS: 21 DAYS

APPROXIMATE

WATER TABLE

APPROX EXCAVATION

SLOPE

CONCEPTUAL PILE WALL & REINFORCING.

SEE NOTES, THIS SHEET

-7' - 0"

A P

P R

O X

V

E R

IF

Y

W M

F R

M

IN

A P

P R

O X

EXISTING LIFT

STATION FINISHED

FLOOR

0' - 0"

UTILIDOR FLOOR

-14' - 9"

FINISHED GRADE

-0' - 6"PER CIVIL

~ TREMIE SLAB ~

M

IN

G E

O T

E C

H T

O C

O N

F

IR

M

A P

P R

O X

PREP PILE SURFACE PRIOR TO

TREMIE SLAB PLACEMENT.

SEE NOTES, THIS SHEET

SURFACE WATER

RELIEF PORTS. SEE

NOTES, THIS SHEET

CONCEPTUAL PILE WALL

& REINFORCING.

SEE NOTES, THIS SHEET

APPROXIMATE

WATER TABLE

-7' - 0"

M

IN

A P

P R

O X

UTILIDOR FLOOR

-14' - 9"

FINISHED GRADE

-0' - 6"

GROUT BETWEEN

(E) UTILIDOR AND

SECANT PILE

TREMIE SLAB BEYOND

PER CIVIL

APPROX EXCAVATION

SLOPE

CONCEPTUAL PILE WALL & REINFORCING.

SEE NOTES, THIS SHEET

APPROXIMATE

WATER TABLE

-7' - 0"

1/4" = 1'-0"S101

1 LIFT STATION OVERALL SECTION

1/4" = 1'-0"S101

2 MANHOLE OVERALL SECTION

1/4" = 1'-0"S101

3 PILE AT (E) UTILIDOR

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/16/2025 3:10:41 PM

PSB

MTE

OVERALL

SECTIONS

S101

GENERAL NOTES

1. EXCAVATION SHORING AND GROUNDWATER DAMMING SYSTEM SHOWN IS CONCEPTUAL.

CONTRACTOR'S GEOTECHNICAL ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN OF EXCAVATION

SHORING AND DEWATERING DESIGN. SEE SECTION 31 63 16.

2. EXTENTS OF EXCAVATION AND RETAINING WALLS IS CONCEPTUAL. CONTRACTOR TO DETERMINE

OVERALL PLAN DIMENSIONS OF EXCAVATION NECESSARY TO PERFORM WORK.

3. GROUNDWATER SEEPAGE RATES INTO EXCAVATION SHALL MEET THE REQUIREMENTS OF THAT

LISTED IN SECTIONS 02 61 13 AND 31 63 16.

4. CONTRACTOR TO CONFIRM WATER TABLE ELEVATION DOES NOT EXCEED TOP OF (E) UTILIDOR.

EXCAVATION SHORING CONCEPT USES WATER TABLE ELEVATION SHOWN. NOTIFY COR IF WATER

TABLE ELEVATION IS FOUND HIGHER THAN THAT SHOWN ON THESE DRAWINGS.

5. ANNULAR FILL MATERIAL AT LIFT STATION BASIN TO BE FREE DRAINING AND SELF CONSOLIDATING, 3/4" CRUSHED AGGREGATE OR SIMILAR.

6. INSIDE FACE OF SECANT PILES TO BE FREE OF IN-SITU SOIL PRIOR TO TREMIE SLAB PLACEMENT.

CONTRACTOR TO SUBMIT PLAN FOR CLEANING PILE FACE & VERIFYING PILE FACE IS FREE OF IN-SITU SOIL PRIOR TO TREMIE SLAB PLACEMENT. THE PURPOSE OF PILE SURFACE CLEANING IS TO CREATE AS TIGHT A WATER SEAL AS POSSIBLE BETWEEN THE SLAB AND PILE WALL IN ORDER TO REDUCE

DEWATERING VOLUMES, NOT FOR CONCRETE ADHESION.

7. PROVIDE 4"Ø DRILLED RELIEF PORTS AT THE PERIMETER OF THE LIFT STATION RING WALL, AT 4'-0" OC.

INSTALL 1'-0" ABOVE GROUND WATER TABLE ELEVATION AT TIME OF CONSTRUCTION.

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WATERPROOF AND INSULATE

NEW AND EXPOSED EXISTING

CONCRETE SURFACES

S200

LOW VENT PER

S201

HIGH VENT PER

S201

LID SUPPORT

PER SECTION

(E) UTILIDOR LID

SECTIONS, TYP

S200

TYP

0' - 8"

4' - 10"

#5 @ 12" OCEW, CENTERED

IN WALL

UTILIDOR FLOOR

-14' - 9"

FINISHED GRADE

-0' - 6"

WALL REINFORCING

PER

HYDROPHILIC WATER

STOP AT ALL JOINTS

#5 @ 8" OC

#5 @ 16" OC

SLAB REINFORCING

PER

MANHOLE ACCESS

LADDER PER

S201

TREMIE SLAB PER

S101

UTILIDOR ACCESS

HATCH PER

S201

PER CIVIL

S200

S200

-1

/2

C O

V E

R

S200

S200

(E) UTILIDOR WALL

#5 @ 12" OCEW

CENTERED IN WALL

HYDROPHILIC WATERSTOP

AT ALL JOINTS

#5 ADHESIVE DOWELS IN WALL AND

SLAB. SPACING TO MATCH WALL AND

SLAB REINFORCEMENT. 6" EMBEDMENT,

12" PROJECTION

8" SLAB

REINFORCED W/ #5

@ 12" OCEW

CENTERED IN SLAB

#5 CORNER BARS W/ 24" LEGS @ 12"

OC. TYP ALL CORNERS

TYP

0' - 8"

0' - 6" 9' - 4" 0' - 6"

SHORE (E) LIDS UNTIL NEW

LID CONCRETE HAS

ACHIEVED DESIGN STRENGTH

SAWCUT WALL FLUSH WITH

EXISTING UTILIDOR SLAB

8' - 0"

Utilidor Floor -14' - 9"

UTILIDOR FLOOR

-14' - 9"

UTILIDOR FLOOR

-14' - 9"

3/8"X4"X6" BENT PLATE, FULL

LENGTH WITH 5/8"Ø, 4" LONG

SHEAR STUDS @ 8" OC

(4) #8 LONGITUDINAL REINFORCING

EQUALLY DISTRIBUTED WITHIN SHADED

AREA

#5 @ 8" OC

#5 @ 16" OC

HYDROPHILIC WATER

STOP AT ALL JOINTS

WALL REINFORCING

PER

SLAB REINFORCING

PER

TREMIE SLAB PER

S101

DOWEL SIZE AND SPACING

TO MATCH WALL DOWELS

STD HOOKS AT

TOP & BOT

S200

S200

(V E

R

IF

Y

2' - 9"

-1

/2

C O

V E

R

5' - 6"

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/16/2025 3:10:47 PM

PSB

MTE

STRUCTURAL

DETAILS

S200

1/2" = 1'-0"S200

3 MANHOLE LID PLAN

1/2" = 1'-0"S200

4 MANHOLE SECTION 2

1/2" = 1'-0"S200

2 MANHOLE SLAB AND WALL PLAN

1/2" = 1'-0"S200

1 UTILIDOR DEMOLITION PLAN

1. UTILIDOR WALL-TO-LID JOINTS SHALL BE SEALED GENEROUSLY WITH 3/4" HIGH BY 4"

WIDE CONTINUOUS STRIP OF FIBER PLASTIC ROOF COATING OR APPROVED EQUAL,

AND TWO RUNS OF MARINE GRADE OAKUM FILLER MATERIAL, PRESSED INTO

MASTIC.

2. LID-TO-LID JOINTS SHALL BE SEALED BY PRESSING INTO JOINT ONE (1) OR TWO (2)

RUNS OF OAKUM TYPE FILLER AS A BACKER MATERIAL, THEN TROWEL IN A

GENEROUS LAYER OF "FIBERED PLASTIC ROOF COATING" OR APPROVED EQUAL.

3. ENSURE ALL JOINTS FORM A CONTINUOUS SEAL THROUGHOUT LENGTH OF JOINT.

GENERAL NOTES

1/2" = 1'-0"S200

5 MANHOLE SECTION 3

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TYP

8" MIN

INSERT 2" LONG THREADED PVC

NIPPLE INTO OUTLET COUPLING

ATTACH FLEXIBLE TUBE ON

NIPPLE WITH CLAMP.

FLEXIBLE TUBE TO BE HELD IN

PLACE DURING CONCRETE

POUR TO ENSURE DRAINAGE

OF HATCH CHANNEL TO

INTERIOR OF SHAFT

SECTION A-A

PLAN

SECTION

SHAFT OPENING

39" X 42"

MINIMUM

58"

SHAFT

42"

LADDER BELOW

EXTENDABLE LADDER

SAFETY POST

LATCH PLATE

HATCH SENSOR

SWITCH

1"Ø DRAIN CHANNEL OUTLET A

A

S H

A F

T

WELDED ATTACHMENT

HOOKS FURNISHED W/

ACCESS HATCH

ACCESS HATCH DRAIN

CHANNEL ALL AROUND

DOOR HINGE

M

IN

IM

U

M

INTERIOR SHAFT WALL

TO BE FLUSH W/ INSIDE

OF DRAIN CHANNEL

115.00°

LADDER

NYSTROM 42"

LADDER SAFETY

POST OR APPROVED

EQUAL

LADDER SAFETY POST

4" x 3/8" STEEL BRACKET LADDER

SUPPORTS @ 6' - 0" OC MAX , TYP

3/4" Ø KNURLED RUNGS

2" x 3/8" BAR SIDE RAILS

M A

X

3/16

TYP

SIDE ELEVATION FRONT ELEVATION

PLUG WELD

ALL RUNGS

16" MIN TOP OF WALKING SURFACE

CLEARANCE

15" MIN

CLEARANCE

15" MIN

3/16

3/16

TYP

SANDBLAST AND

EPOXY AFTER

FABRICATION OR

GALVANIZATION

CLEARANCE

30" MIN

MIN

7"

TOP OF WALKING SURFACE

TOP OF

WALKING

SURFACE

M A

X

M A

X

M A

X

M A

X B

T W

S U

P P

O R

T S

M A

X

" 3

12" STEEL PIPE CAP

WELD 12" CAP TO

SECTION OF 12"Ø PIPE

SECTION OF 12"Ø

STEEL PIPE

STEEL WIRE MESH

PER PLAN

8"Ø SCHEDULE 40

STEEL PIPE TO VAULT

ACCESS VAULT LID

CONNECT 2"Ø AIR GAP VENT

TO EXHAUST STACK

SECTION

12"Ø SCHEDULE 40 STEEL PIPE

TACK WELD 1/2" X 1/2" HEAVY

GAUGE STEEL WIRE MESH

FOR BIRD SCREEN TO

BRACKETS AND PIPES

8"Ø SCHEDULE 40 STEEL PIPE

TACK WELD 1/2"x3"x3"

STEEL BRACKETS TO 12"Ø

PIPE AND 8"Ø PIPE

PLAN

A

B O

V E

G R

A D

E

B O

T H

V E

N T

S S

A M

E H

E

IG

H T

8"Ø INTAKE

VENT

8"Ø EXHAUST

VENT

GRADE

6" - 18" ABOVE FINISHED FLOOR

6" - 12" BELOW ROOF

6" (TYP)

DAMPER WITH LOCKING QUADRANT,

DAMPER HEIGHT NOT TO SCALE (TYP)

CONCRETE ROD ATTACHMENT PLATE

WITH ADJUSTABLE PIPE STANCHION &

U-BOLT FITTING (TYP)

COVER PLATE

PER

S201

(TYP)

S201

(TYP)

SANDBLAST AND EPOXY AFTER

FABRICATION OR

GALVANIZATION

LINK SEAL (TYP)

1/2"Ø STAINLESS STEEL

EXPANSION ANCHOR,

MINIMUM 3" EMBEDMENT

WATERTIGHT SEAL UNDER

COVER PLATE

12" SQ COVER PLATE, 1/4" STEEL1/4

2" MIN

V A

R

IE

S

CONCRETE SUPPORT

BLOCK WITH 18" MIN

BEARING LENGTH

1/16" THICK SHEET HDPE

W/ 1" OVERHAND ON

BOTH SIDES OF BLOCK

ALONG PIPE LENGTH

PIPE PER

MECHANICAL

UTILIDOR FLOOR

- 14' - 9"

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/16/2025 3:10:48 PM

PSB

PSB

STRUCTURAL

DETAILS

S201

3/4" = 1'-0"S201

1 UTILIDOR ACCESS HATCH

3/4" = 1'-0"S201

2 UTILIDOR ACCESS LADDER

1" = 1'-0"S201

3 ACCESS VAULT VENTILATION PIPE DETAIL

1/2" = 1'-0"S201

4 ELEVATION OF VAULT VENTING

1" = 1'-0"S201

5 VAULT ROOF SLAB PENETRATION DETAIL

1" = 1'-0"S201

6 PIPE SUPPORT DETAIL

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STRUCTURAL

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MECHANICAL SYMBOLS

CONNECTION TO EXISTING

PIPE FLOW ARROW

PIPE CONNECTION

PIPE ELBOW TURNED DOWN

PIPE ELBOW TURNED UP

PIPE TEE DOWN

UNION

PIPE CAP

PIPE ANCHOR

PIPE GUIDE

PIPE BREAK

ISOLATION VALVE

CHECK VALVE

BALANCING COCK

PRESSURE REDUCING VALVE

STRAINER

STRAINER WITH BLOWDOWN

DRAIN VALVE

HOSE BIBB

PUMP

PRESSURE GAUGE

STEAM PRESSURE GAUGE

PRESSURE & TEMPERATURE

TEST PORT

2-WAY CONTROL VALVE

MECHANICAL LINETYPES

ABBREVIATION LINETYPE

W

V

CW

ST

CR

EXISTING PIPING/DUCTWORK/

EQUIPMENT TO BE REMOVED

EXISTING TO BE REMOVED

EXISTING

CONDENSATE RETURN

STEAM

COLD WATER

VENT

WASTE

FULL NAME

EXISTING TO REMAIN

MECHANICAL TAG LEGEND

PIPE TAG 6" (+2") GHS SYSTEM ABBREVIATION

NOMINAL PIPE SIZE

INSULATION THICKNESS

UNIT HEATER SCHEDULE (ELECTRIC)

CAPACITY

(BTU/HR)

SYMBOL AIR TEMP

RISE (F)

BASIS OF DESIGN REMARKS

17,060UH-1 QMARK

GUX500832

1. CLASS 1 DIV. 1 EXPLOSION PROOF UNIT HEATER

2. PROVIDE WITH BUILT IN THERMOSTAT

LOCATION STYLE

BYPASS

LIFT STATION

HORIZONTAL 22

MIN

CFM

MOTOR

DATA

5 KW

208/3Ø/60

MISCELLANEOUS EQUIPMENT SCHEDULE

ITEM CAPACITY / SIZE MOTOR

DATA

OPERATING

WEIGHT (LB)

BASIS OF DESIGN REMARKSSYMBOL

LS-1 LIFT STATION BASIN 10'ØX 24' ----- ----- FLYGT TOP 1. CUSTOM GLASS FIBER REINFORCED BASIN WITH ALUMINUM COVER AND

ACCESS HATCHES

2. INTERNAL DISCHARGE PIPING PROVIDED WITH BASIN WITH CHECK VALVES

AND DISCHARGE ISOLATION VALVES

3. PROVIDE WITH MINIMUM NUMBER OF EIGHT EXTERIOR ANCHOR LEGS.

MOTOR OPERATED VALVE SCHEDULE

SIZESYMBOL TORQUE

(FT-LB)

BASIS OF DESIGN REMARKS

18"ØPGV-1 VALVE: DEZURIK PEF

ACTUATOR: AUMA

SA07.6/GS160.3/AC01.2

1. AWWA C517-16 COMPLIANT VALVE

2. ELECTRIC MOTORIZED OPERATOR WITH MANUAL HANDWHEEL OPERATOR

OVERRIDE, 442:1 GEAR REDUCTION, & END-SWITCH FEEDBACK CONTACT.

3. NORMALLY OPEN VALVE.

LOCATION STYLE

UTILIDOR OFFSET PLUG

VALVE

MOTOR

DATA

1/2 HP

208/3Ø/60

PGV-2 UTILIDOR 18"Ø 1. AWWA C517-16 COMPLIANT VALVE

2. ELECTRIC MOTORIZED OPERATOR WITH MANUAL HANDWHEEL OPERATOR

OVERRIDE, 442:1 GEAR REDUCTION, & END-SWITCH FEEDBACK CONTACT.

3. NORMALLY CLOSED VALVE.

OFFSET PLUG

VALVE

VALVE: DEZURIK PEF

ACTUATOR: AUMA

SA07.6/GS160.3/AC01.2

30 1/2 HP

208/3Ø/60

CIRCULATING PUMP SCHEDULE

SERVICE STYLE

LP-1A

LP-1B

LIFT PUMP

GPM HEAD

(FT H2O)

RPM MOTOR

DATA

BASIS OF DESIGN MAX

BHP

900 25' 15 HP

200/3/60

VAUGHAN

S6U-100

10.4WET WELL

CHOPPER

SYMBOL REMARKS

1. CLASS 1 DIV. 1 EXPLOSION PROOF,

SUBMERSIBLE MOTOR.

2. 10" IMPELLER.

3. PROVIDE WITH SPARK PROOF GUIDE RAILS &

DISCHARGE ELBOW.

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/19/2025 7:49:45 PM

MPC

MJA

MECHANICAL

ABBREVIATIONS,

LEGENDS, AND

SCHEDULES

M001

ABBREVIATION FULL NAME

# NUMBER

& AND

(E) EXISTING

@ AT

A AIR

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

APPR APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSOC ASSOCIATED

AUTO AUTOMATIC

BFF BELOW FINISHED FLOOR

C COMMON

CI CAST IRON

CO CLEAN OUT

CR CONDENSATE RETURN

Cv VALVE COEFFICIENT

CW COLD WATER

DB DECIBEL

DB DRYBULB

DI DUCTILE IRON

DIA DIAMETER

DN DOWN

DWDI DOUBLE WIDTH, DOUBLE INLET

EA EXHAUST AIR

EF EXHAUST FAN

ELEC ELECTRICAL

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FC FORWARD CURVED

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FLA FULL LOAD AMPERAGE

FLEX FLEXIBLE

FP FIRE PROTECTION

GA GAUGE

GALV GALVANIZED

GI GALVANIZED IRON

HB HOSE BIBB

ID INSIDE DIAMETER

IE INVERT ELEVATION

INSUL INSULATION

IPS IRON PIPE SIZE

MAX MAXIMUM

MECH MECHANICAL

MIN MINIMUM

ABBREVIATION FULL NAME

MTR MOTOR

NC NORMALLY CLOSED

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NPSH NET PUMP SUCTION HEAD

NTS NOT TO SCALE

OAT OUTSIDE AIR TEMPERATURE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

ORD OVERFLOW ROOF DRAIN

ORL OVERFLOW RAIN LEADER

OSA OUTSIDE AIR

P&T PRESSURE AND TEMPERATURE

PD PRESSURE DROP

PH PHASE

PRDV PRESSURE REDUCING VALVE

PRV PRESSURE RELIEF VALVE

RA RETURN AIR

RHW RECIRCULATING HOT WATER

RL RAIN LEADER

RP RADIANT PANEL

RPM REVOLUTIONS PER MINUTE

S/M SHEET METAL

S/S START/STOP

SH SHOWER

SIM SIMILAR

SP STATIC PRESSURE

SPEC SPECIFICATIONS

SS SANITARY SEWER

ST STEAM

SWSI SINGLE WIDTH, SINGLE INLET

TDH TOTAL DYNAMIC HEAD

THW TEMPERED HOT WATER

TP TRAP PRIMER

TYP TYPICAL

V VENT

VAV VARIABLE AIR VOLUME

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

VTR VENT THROUGH ROOF

W WASTE

W/ WITH

W/O WITHOUT

WB WETBULB

WCO WALL CLEAN OUT

MECHANICAL ABBREVIATIONS

CONTROLS SEQUENCE OF OPERATION

LIFT STATION PUMP CONTROLS

1. COMMENTARY: LIFT STATION INSTALLED AS PART OF THIS PROJECT WILL OPERATE AS A

BACKUP/REDUNDANT LIFT STATION TO THE BUILDING B2212. BUILDING 2212 PUMPS WILL

BE THE PRIMARY STATION WITH AUTOMATIC OR MANUAL SWITCH OVER TO THIS BYPASS

LIFT STATION IN THE EVENT OF PRIMARY FAILURE OR TO HANDLE MAINTENANCE WITHIN

B2212. AUTOMATIC SWITCHOVER WILL BE BASED ON SENSING EFFLUENT LEVELS WITHIN

THE B2212 WET WELL FROM THE NEW LIFT STATION CONTROL PANEL WHICH BASED ON

B2212 LEVELS WILL OPERATE 18” PLUG VALVES IN THE UTILIDOR TO DIVERT SEWAGE TO

THE BYPASS LIFT STATION.

2. LIFT STATION PUMPS LP-1A & LP-1B CYCLE THROUGH LIFT STATION PUMP CONTROLLER

TO DRAW DOWN WET WELL LEVEL PER SETPOINTS AS INDICATED ON DRAWINGS.

PRIMARY LEVEL SENSING THROUGH LOW-ENERGY RADAR SENSOR.

a. MONITOR B2212 WET WELL SEWAGE LEVEL THROUGH INTRINSICALLY SAFE MULTI-

PROBE LEVEL SENSOR. PROVIDE LEVEL SENSOR AND MOUNT WITHIN THE WET WELL

TO ALARM UPON SEWAGE RISE 6” BELOW EXISTING BAR SCREEN ELEVATION.

b. UPON DETECTION OF B2212 HIGH SEWAGE LEVEL, PROVIDE 120V CONTACT CLOSURE

SIGNAL TO UTILIDOR PLUG VALVE MOTOR OPERATORS TO CLOSE PGV-1 AND OPEN

PGV-2. MONITOR DRY CONTACTS OF EACH VALVE OPERATOR FOR END SWITCH

POSITION FEEDBACK.

i. IF VALVE POSITION IS NOT PROVED AFTER 2 MINUTES (ADJUSTABLE), GENERATE

LOCAL ALARM VIA AUDIBLE HORN AND RED ALARM LIGHT.

ii. UPON PROOF OF PGV-1 CLOSURE PROVIDE MOMENTARY CONTACT SIGNAL

TO SHUNT TRIP LOCATED WITHIN THE B2212 GENERATOR ROOM TO DE-

ENERGIZE EXISTING PUMP CONTROLS. SEE ELECTRICAL DRAWINGS FOR SHUNT

TRIP LOCATION.

c. SIGNAL BYPASS LIFT STATION OPERATION VIA AMBER LIGHT STROBE MOUNTED TO

LIFT STATION CONTROL PANEL.

d. PUMPS CYCLE THROUGH LEAD-LAG TO EQUALIZE PUMP RUN TIME.

e. LEAD PUMP RUNS ON A CALL TO RUN. IF NO PROOF OF FLOW IS RECEIVED BY

SENSING OPERATION CURRENT AT PUMP STARTER, START LAG PUMP. CONTINUE

ATTEMPT TO OPERATE LEAD PUMP FOR 30 SECONDS (ADJUSTABLE). IF LEAD PUMP

FAILS TO OPERATE GENERATE AN ALARM AT THE VISUAL STROBE.

f. UPON ACTIVATION OF LEAD PUMP, IF WET WELL LEVEL CONTINUES TO RISE, START

LAG PUMP PER THE INDICATED LEVEL SETPOINTS.

g. ANNUNCIATE THE FOLLOWING ALARM CONDITIONS TO THE CONTROL PANEL

MOUNTED VISUAL RED STROBE AND AUDIBLE ALARM:

i. FAILURE OF EITHER PLUG VALVE TO FULLY OPEN/CLOSE

ii. HIGH-HIGH LEVEL ALARM

iii. LEAD PUMP FAILURE

iv. LEAD AND LAG PUMP FAILURE

3. WET WELL ELECTRIC HEATING:

CLASS 1 DIV 1 ELECTRIC UNIT HEATER MOUNTED IN WET WELL OPERATES BASED ON

INTEGRAL, EXPLOSION PROOF THERMOSTAT TO MAINTAIN MINIMUM WET WELL TEMPERATURE

OF 50 DEGREES F.

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IN

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19-MAY-2025

Marcus P. Curley

ME 14660

LIFT STATION WALL

BARSCREEN

ROOM

B02

UTILIDOR

(E) 14" SS FORCE

MAIN AND

ASSOCIATED PUMPS

TO REMAIN

CUT SECTION

OF 14" SS

(E) EFFLUENT CHANNEL

(E) HATCH ABOVE UP TO GROUND

LEVEL FLOOR, HATCH BELOW DN

TO WET WELL

STAIR UP

STAIR DNSTAIR DN

STAIR DN

TO PUMP

ROOM P01

(E) SEWER MANHOLE

DEMOLISH SECTION OF 18" SS

UTILIDOR WALL

(E) 18" SS TO REMAIN (E) 18" SS TO REMAIN

UTILIDOR DEMOLITION PER

STRUCTURAL

S100

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/19/2025 7:49:45 PM

MPC

MJA

MECHANICAL

DEMOLITION PLAN

M100M100 1/4" = 1'-0"

1 UTILIDOR MECHANICAL DEMOLITION PLAN

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19-MAY-2025

(E) MANHOLE

(E) 22Ø SS

GRAVITY MAIN

(E) 14" SS FORCE MAIN

10" SS FORCE MAIN WITH

ELECTRICAL HEAT TRACE AND 3"

INSULATION. SEE CIVIL SITE PLAN

FOR ROUTING AND PROFILE

(E) 3" ST

(E) 2" CR

10" X 8"

DOUBLE

CLEANOUT

M300

(E) 18" SS

(E) 18" SS INLET FROM

UTILIDOR TO BAR

SCREEN ROOM

(E) 3" ST AND 2" CR FROM

UTILIDOR TO PUMP DRY

WELL ROOM

(E) HATCH

ABOVE

(E) UTILIDOR

PROVIDE HIGH-HIGH

LEVEL FLOAT SWITCH IN

EXISTING WET WELL

M300

STAIR DN

STAIR UP

STAIR DN

STAIR DN

TO PUMP

ROOM P01

18" SS

SECANT PILE RINGS PER

STRUCTURAL, TYP

PGV-1

PGV-2

18" SS 18" SS

LS-1

LIFT STATION CONTROL

PANEL MOUNTED TO

STRUT STAND PER

ELECTRICAL

ELECTRICAL CONDUIT INTO

LIFT STATION PER LIFT

STATION MANUFACTURER

STACKED IN (E)

UTILIDOR RACK 3"

ST, 2" CT TO B2212

10" X 8" DOUBLE

CLEANOUT

M300

ELECTRICAL

PANEL

M300

18"X8" DOUBLE

WYE CLEANOUT

ELECTRICAL HEAT

TRACE PER

ELECTRICAL

18" SS GRAVITY MAIN WITH

ELECTRICAL HEAT TRACE

AND 3" INSULATION. SEE

CIVIL SITE PLAN FOR

ROUTING AND PROFILE

LINK SEAL

SECANT PILE RING

PENETRATION PER

STRUCTURAL

LINK SEAL INTO LIFT

STATION ENCLOSURE

M300

M300

M300

M300

ISSUE DATE

COMM. NUMBER

DESIGNED BY

DRAWN BY

SCALE 0" 1"

Architects Engineers Surveyors

601 College Road Fairbanks AK 99701

907.452.1241 designalaska.com

20 MAY 2025

REPAIR LIFT

STATION B2212

022301

AECC511

5/22/2025 5:32:34 PM

MPC

MJA

MECHANICAL SITE

PLAN

M200M200 1/4" = 1'-0"

1 MECHANICAL SITE PLAN

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23-MAY-2025

CONCRETE ANCHOR BASE PER

STRUCTURAL

LIFT STATION ANCHOR LEGS,

MINIMUM EIGHT EVENLY SPACED

AROUND PERIMETER

6" SWING CHECK VALVE, TYP 2

2" MAX

LIFT STATION LID

6" GATE VALVE, TYP 2

FIELD APPLIED 2" INSULATION WITH

WATERPROOF SURFACE COATING

3 WRAPS OF 6 MIL POLYETHYLENE

SHEETING