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TAKOTNA, AK

TAKOTNA HEALTH CLINIC

100% DRAWING SET08/07/2020

SOUTHCENTRAL FOUNDATION

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ARCHITECTURE, SURVEY, CIVIL AND STRUCTURAL ENGINEERING

250 H StreetAnchorage, AK 99501

P (907) 243-8985F (907) 243-5629www.lcgak.com

PROJECT TEAM

GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THEMOST RECENTLY ADOPTED STATE OF ALASKA CODES ANDAMENDMENTS TO THE INTERNATIONAL BUILDING CODE, NFPA,INTERNATIONAL MECHANICAL CODE, UNIFORM PLUMBINGCODE, NATIONAL ELECTRICAL CODE, ALL LOCAL REGULATIONSAND TRADE STANDARDS.

2. BUILDING DESIGN IS TO BE REVIEWED AND APPROVED BY THELOCAL FIRE CHEIF OR EQUIVALENT AUTHORITY.

3. THE ORGANIZATION OF THESE DRAWINGS IS NOT INTENDED TOCONTROL THE DIVISION OF WORK AMONG SUB-CONTRACTORS.THE DIVISION OF THE WORK SHALL BE THE SOLE RESPONSIBILITYOF THE GENERAL CONTRACTOR.

4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARYMEASURES TO PROTECT THE PUBLIC, ENVIRONMENT ANDADJACENT PROPERTIES FROM DAMAGE THROUGHOUTCONSTRUCTION. CONTRACTOR ASSUMES ALL LIABILITY FORDAMAGES INCURRED DURING CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE WORK SCHEDULE, LOCATIONOF STORAGE AREAS, COLLECTION OF TRASH, AND DELIVERY OFMATERIALS WITH THE OWNER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVALOF ALL RUBBISH AND DEBRIS RESULTING FROM CONSTRUCTIONAND DEMOLITION ACTIVITIES. DISPOSAL SHALL BE IN ANAPPROVED SITE AND IN ACCORDANCE WITH STATE AND LOCALREGULATIONS.

7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EXISTINGFACILITIES FOR HEAT, LIGHT AND POWER WITHIN THE PREMISESAND IN THE CONSTRUCTION AREA DURING THE ENTIRECONSTRUCTION PERIOD. PROVIDE NECESSARY MATERIALS ANDLABOR FOR TEMPORARY POWER CONNECTIONS FOR MACHINES,PORTABLE EQUIPMENT, TOOLS, ETC. AS USED BY TRADES,REGARDLESS OF SIZE.

8. IN GENERAL, THE WORKING DETAILS WILL INDICATEDIMENSIONS, POSITIONS AND KIND OF CONSTRUCTION. THESPECIFICATIONS WILL INDICATE QUALITIES AND METHODS. ANYWORK INDICATED ON THE WORKING DETAILS MENTIONED INTHE SPECIFICATIONS, OR VICE VERSA, SHALL BE FURNISHED ASTHOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARDETAILED, MARKED OR SPECIFIED, SHALL BE THE SAME ASSIMILAR PARTS THAT ARE DETAILED, MARKED OR SPECIFIED. IFCONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS,THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. IF ACONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED,OR IF A DIMENSIONAL ERROR IS FOUND, THE CONTRACTORSHALL NOTIFY THE ARCHITECT OR ENGINEER BEFORECOMMENCING WITH THAT PORTION OF THE WORK.

10. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS ORSPECIFICATIONS OR IN WORK DONE BY OTHERS AFFECTING THISWORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ORENGINEER AT ONCE AND IN WRITING. IF THE CONTRACTORPROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVINGGIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THENECESSARY APPROVAL, DECISIONS OR INSTRUCTION IN WRITINGFROM THE OWNER, THE CONTRACTOR SHALL HAVE NO VALIDCLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDINGAND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BEVALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER,ITS OFFICERS, EMPLOYEES OR AGENTS. THE FOREGOINGINCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS ORNOTATIONAL ERRORS IN THE WORKING DETAILS WHERE THEINTERPRETATIONS IS DOUBTFUL OR WHERE THE ERROR ISSUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENTCONTRACTOR ON NOTICE THAT SHOULD IT BE ELECTED TOPROCEED, IT IS DONE SO AT THE CONTRACTOR’S OWN RISK.

11. WHERE NO SPECIFIC DETAILS IS SHOWN, THE CONSTRUCTIONSHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FORLIKE CASES OF CONSTRUCTION ON THIS PROJECT OR TOAPPROPRIATE STANDARDS OF WORKMANSHIP OFCONTEMPORARY CONSTRUCTION PRACTICES. SHOULDTHERE BE ANY QUESTIONS, CONTACT THE ARCHITECT ORENGINEER PRIOR TO PROCEEDING.

12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ORENGINEER WHERE A CONFLICT OR A DISCREPANCY OCCURSBETWEEN THE DRAWINGS AND ANY OTHER PORTION OF THECONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS.SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOTTO AFFECT THE CONSTRUCTION SCHEDULE. CONTRACTORSHALL VERIFY ALL DIMENSIONS WITH THE DRAWINGS PRIORTO COMMENCING ANY WORK.

13. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITHTHE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT,OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THESTATE OF ALASKA LATEST EDITION, AND ALL OSHAREQUIREMENTS. THE OWNER AND THE ARCHITECT ORENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THECONTRACTOR'S FAILURE TO COMPLY WITH THESEREQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMSAND SHORING OR OTHER TEMPORARY CONSTRUCTIONDESIGNS REQUIRED.

14. ANY SUBSTITUTIONS FOR MATERIALS, STRUCTURALMEMBERS, HARDWARE, EQUIPMENT OR DETAILS SHALL BEREVIEWED BY THE ARCHITECT OR ENGINEER. SUCH REVIEWMAY BE BILLED ON A TIME AND MATERIALS BASIS TO THEGENERAL CONTRACTOR UNDER APPROVED AGREEMENT WITHNO GUARANTEE THAT THE SUBSTITUTION WILL BEALLOWEDALL COMPONENTS, EQUIPMENT, ETC., SHALL BEINSTALLED PER MANUFACTURERS WRITTENRECOMMENDATIONS AND INSTRUCTIONS.

15. ALL COMPONENTS, EQUIPMENT, ETC., SHALL BE INSTALLEDPER MANUFACTURERS WRITTEN RECOMMENDATIONS ANDINSTRUCTIONS.

16. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT ORENGINEER FOR ANY DIMENSIONS NOT SHOWN.

17. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED ANDACCEPTED BY THE LOCAL BUILDING OFFICIALS AND SIGNEDBY THE ARCHITECT AND/OR ENGINEER.

18. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREINCONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OFTHE ARCHITECT AND/OR ENGINEER AND ARE THE PROPERTYOF THE OWNER AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THEARCHITECT AND/OR ENGINEER AND FOR APPROVEDCOMPENSATION.

PROJECT LOCATION

LEGAL DESCRIPTION: US Survey 4105, Lot 2A

MECHANICAL AND ELECTRICAL ENGINEERING

CODE SUMMARY

PROJECT LOCATION

CIVIL DRAWINGS

C0.0 CIVIL NOTES, ABBREVIATIONS, LEGENDC1.0 OVERALL SITE PLANC1.1 SITE PLANC2.0 GRADING PLANC3.0 CIVIL DETAILSC3.1 WATER AND SEWER SERVICE DETAILSC3.2 SERVICE CONNECTION DETAILSC3.3 SEPTIC TANK DETAILSC3.4 ABSORPTION FIELD DETAILSC4.0 GUARDRAIL DETAILS

ARCHITECTURAL DRAWINGS

A1.0 FLOOR PLAN AND ASSEMBLIESA1.1 ROOF PLAN AND ROOF DETAILSA1.2 REFLECTED CEILING PLAN, COLOR AND SIGN

SCHEDULEA2.0 EXTERIOR ELEVATIONSA3.0 BUILDING SECTION AND DETAILSA4.0 ENLARGED RESTROOM PLAN, ELEVATIONS, AND

COLOR SCHEDULEA4.1 CASEWORK ELEVATIONSA5.0 MISCELLANEOUS DETAILSA6.0 DOOR & WINDOW TYPES, DOOR HARDWAREA6.1 DOOR & WINDOW DETAILSA100 HOUSE FLOOR PLAN AND ASSEMBLIESA101 HOUSE ROOF PLAN AND ROOF DETAILSA200 HOUSE ELEVATIONSA300 HOUSE SECTION

STRUCTURAL DRAWINGS

S1 DESIGN CRITERIA AND NOTESS2 FLOOR FRAMING PLANS3 SHEARWALL PLANS4 ROOF FRAMING PLANS5 SECTIONSS6 SECTIONSS7 ROOF FRAMING DETAILS

MECHANICAL DRAWINGS

M0.1 MECHANICAL SCHEDULES AND LEGENDM0.2 MECHANICAL SCHEDULES, ABBREV. AND SEQ. OF

OPR.M1.1 UNDERFLOOR PIPING AND PLAN DETAILSM1.2 PLUMBING PLAN AND DETAILSM2.1 UTILIDOR HEATING PLAN AND DETAILSM2.2 FIRST FLOOR HEATING PLAN AND DETAILSM3.1 VENTILATION PLAN AND DETAILSM4.1 ENLARGED MECHANICAL ROOM PLAN AND BOILER

PIPING DIAGRAM

ELECTRICAL DRAWINGS

E0.1 LEGEND, FIXTURE SCHEDULE, DIAGRAMSE1.1 SITE PLANE2.1 LIGHTING PLANE3.1 POWER PLANE4.1 SIGNAL PLANE4.2 TELECOMMUNICATION DETAILSE5.1 MECHANICAL ROOM POWER PLAN AND PANEL

SCHEDULES

NEW 1,860 SF CLINIC IN TAKONA, ALASKA. THIS PROJECTINCLUDES CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL,AND ELECTRICAL DESIGN. SITE WORK IS DESIGNED TOCOORDINATE WITH FUTURE ADDITIONAL SITE DEVELOPMENT.PROJECT UTILIZES PROPRIETARY FOUNDATION SYSTEM.BUILDING IS METAL STUD FRAMED WITH INSULATED METALPANEL EXTERIOR AND METAL ROOF.

PROJECT DESCRIPTION

DRAWING LIST

APPLICABLE CODES:• ALASKA STATE BUILDING CODE (13 AAC 50-55)• 2012 INTERNATIONAL EXISTING BUILDING CODE (IEBC)• 2012 INTERNATIONAL BUILDING CODE (IBC)• 2012 INTERNATIONAL RESIDENTIAL CODE (IRC)• 2012 INTERNATIONAL FIRE CODE (IFC)• 2012 INTERNATIONAL MECHANICAL CODE (IMC)• 2012 UNIFORM PLUMBING CODE (UPC)• 2014 NFPA 70 NATIONAL ELECTRICAL CODE (NEC)• ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)

OCCUPANCY CLASSIFICATION: B, HEALTH CLINIC

TYPE OF CONSTRUCTION: V-B

SPRINKLER SYSTEM: NO SYSTEM REQUIRED (LOW OCCUPANCY)

FIRE ALARM SYSTEM: SYSTEM PROVIDED (DEFERRED SUBMITTAL)

FIRE EXTINGUISHER: UL RATED 3-A, 40-B:C (NOTED ON FLOOR PLAN)

ALLOWABLE AREA: 9,000 SF, ONE STORY (B, V-B)ACTUAL AREA: 1,860 SF, ONE STORY

OCCUPANT LOAD: 1,860 / 100 = 19 [18.6]

NUMBER OF EXITS: 1 REQUIRED, 2 PROVIDED

TRAVEL DISTANCE: 200'-0"

COMMON PATH OF TRAVEL: 100'-0"

INTERIOR FINISH CLASS: TYPICAL: CLASS CEXIT CORRIROR: CLASS BEXIT VESTIBULE: CLASS A

ABBREVIATIONSAPPROXIMATE

CORRUGATED METAL PIPE

EACHELEVATION

FORCE MAIN

HIGH DENSITY POLYETHYLENE

APPROX

CMP

EAELEV

FM

HDPE

BALL VALVEBV

FOOTFT

GALLONS PER MINUTEGPM

FINISH FLOORFF

GRADE BREAKGB

HIGH POINTHP

GALLONS PER DAYGPDGALLONS PER CAPITA DAYGPCD

BRITISH THERMAL UNITSBTU

GALLONGAL

FAHRENHEITF

DIAMETERDIA

EXISTING

FINISH GRADE

EXISTEASEMENTESMT

FG

DRIVEWAYD/W

FLOW LINEFL

L

DEPARTMENT OF NATURAL RESOURCESDNR

CENTER LINE

INVERT ELEVATIONLINEAR FEETMAXIMUM

MANHOLEMINIMUM

SANITARY SEWER CLEAN-OUTSANITARY SEWER MANHOLESEWER SERVICESTATIONTEMPORARY BENCHMARKTYPICALWATER SERVICE

IELFMAX

MHMIN

SSCOSSMHSSSTATBMTYPWS

SQUARE FOOTSF/SQFT

PEAKING FACTORPF

MATCH EXISTINGME

POWER/UTILITY POLEPP

SECONDSEC

RADIUSRROW RIGHT OF WAY

LP PROPERTY LINE

CORPORATIONCORP

GALVANIZEDGALV

FIRE HYDRANTFH

NOT IN CONTACTNIC

LEGENDPROPOSED EXISTING DESCRIPTION

PROPERTY LINE

EASEMENT LINE

MAJOR CONTOUR

MINOR CONTOUR

BLOCK NUMBER

LOT NUMBER

FENCE LINE

DRAINAGE SWALE

GRAVEL ROAD/PAD

OVERHEAD UTILITY LINE

SEWER MAIN LINE

SEWER SERVICE LINE

WATER MAIN LINE

WATER SERVICE LINE

FUEL LINE

CULVERT

CLEANOUT

FIRE HYDRANT

SEWER MANHOLE

WATER VALVE

UTILITY POLE WITH GUY WIRE

GENERAL CIVIL NOTES1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND TRANSPORTATION NECESSARY

TO CONSTRUCT ALL ELEMENTS OF THIS PROJECT AS DESCRIBED IN THE CONSTRUCTION PLANS ANDSPECIFICATIONS.

2. RULES, REGULATIONS, AND REFERENCE SPECIFICATIONS WHICH MAY BE ENUMERATED HEREIN, SHALL BECONSIDERED TO BE MINIMUM REQUIREMENTS. THEY SHALL NOT RELIEVE THE CONTRACTOR OFFURNISHING AND INSTALLING HIGHER GRADES OF MATERIAL AND WORKMANSHIP THAN ARE SPECIFIEDHEREIN, WHEN SO REQUIRED.

3. ALL PROPERTY CORNERS AND MONUMENTS DISTURBED DURING CONSTRUCTION, SHALL BE REPLACED BYOR UNDER THE DIRECT SUPERVISION OF A PERSON WHO IS REGISTERED IN THE STATE OF ALASKA AS APROFESSIONAL LAND SURVEYOR.

4. CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT AS NECESSARY TO COMPLETE THEPROJECT.

5. THE CONTRACTOR SHALL TRANSFER ALL REMOVED AND SALVAGEABLE (AS DETERMINED BY THE OWNER'SREPRESENTATIVE) PIPE AND OTHER ASSOCIATED MATERIALS, TO A LOCATION SPECIFIED BY THE OWNER'SREPRESENTATIVE.

6. DEPTH OF PERMAFROST AND GROUND WATER MAY VARY SIGNIFICANTLY THROUGHOUT THE PROJECT SITE.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PERMAFROST EXCAVATION ANDCONTROL OF GROUND OR SURFACE WATER.

7. ADEQUATE BACK SLOPES, SHORING, BRACING OR OTHER METHODS ARE REQUIRED TO PREVENT FAILUREOF THE EXCAVATION OR SOILS, AND SHALL BE USED TO PROTECT EXCAVATIONS AND ADJACENTSTRUCTURES. CONSTRUCTION PROCEDURES USED DURING TRENCH EXCAVATION SHALL COMPLY WITHCURRENT OSHA REGULATIONS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OVERALL CARE OF PROPERTY USED TO STAGEMATERIALS AND EQUIPMENT, AND THE DRILLING SITE DURING THE CONSTRUCTION PROJECT. STORAGE OFFUEL, OIL, HYDRAULIC FLUID AND OTHER PETROLEUM OR COMBUSTIBLE PRODUCTS SHALL BE STOREDAND MAINTAINED IN ACCORDANCE WITH THE ATTACHED SITE PLAN OR AT A LOCATION ACCEPTABLE TOTHE OWNERS REPRESENTATIVE.

9. ALL EQUIPMENT OWNED BY THE CONTRACTOR SHALL BE KEPT IN GOOD REPAIR AT ALL TIMES. ALLPOWERED EQUIPMENT AND DRILL RIGS SHALL BE INSPECTED BEFORE AND AFTER EACH USE FOR ANY FUEL,HYDRAULIC OIL OR COOLANT LEAKS. THE USE OF POWERED EQUIPMENT WITH KNOWN LEAKS ISPROHIBITED. SITE CLEAN-UP OF ANY ACCIDENTAL PETROLEUM LEAKS OR SPILLS ARE THE RESPONSIBILITYOF THE CONTRACTOR AND SHALL BE REMEDIED IMMEDIATELY UPON DISCOVERY. ANY SPILL, REGARDLESSOF SIZE, MUST BE REPORTED TO THE OWNERS REPRESENTATIVE AS SOON AS PRACTICAL. IN ADDITION, THECONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE ADEC IN ACCORDANCE WITH 18 AAC 75.

10. REFUELING OR OTHER FLUID HANDLING ACTIVITIES MAY HAVE SPECIAL RESTRICTIONS IN SENSITIVE AREAS,SUCH AS WITHIN 100 FEET OF THE WELL. ACCEPTABLE LOCATIONS FOR SUCH ACTIVITIES, IF NOTIDENTIFIED IN THE SITE PLAN, SHALL BE APPROVED BY THE OWNERS REPRESENTATIVE. AN ADEQUATESUPPLY OF ABSORBENT PADS SHALL BE KEPT ON SITE TO FACILITATE INITIAL REMEDIATION OF SMALLPETROLEUM SPILLS.

POINT OF INTERSECTIONPI

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PROJECT RESTORATION NOTES1. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO PRE-CONSTRUCTION CONDITION OR

BETTER. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROJECT AREA AND DISPOSED OF IN AMANNER AND LOCATION ACCEPTABLE TO THE CITY. CONTRACTOR SHALL EXERCISE DUE CARE ANDCAUTION TO AVOID DISTURBING PRIVATE PROPERTY.

2. DISTURBED AREAS OUTSIDE TRAVELED WAYS SHALL BE STABILIZED IN ACCORDANCE WITH THE PLANS.

3. ALL DISTURBED AREAS OR SLOPES OUTSIDE THE GRADING LIMITS SHALL BE REGRADED, REPAIRED ANDBROADCAST SEEDED AT A RATE OF 10LBS PER 1000 SF WITH THE FOLLOWING SEED MIX:

ARCTARED RED FECUE (FESTUCA RUBRA) - 50%GRUENING ALPINE BLUEGRASS (POA ALPINA) - 20%TUNDRA GLAUCOUS BLUEGRASS (POA GLAUCA) - 20%NORTRAN TUFTED HAIRGRASS (DESCHAMPIA CAESPITOSA) - 10%

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· HEALTH CLINIC : ESTIMATED AVG DAILY FLOW = 30 GPD

· HEALTH CLINIC: ESTIMATED PEAK DAILY FLOW = 60 GPD (2X AVG DAILY)

· DRAINFIELD DESIGN CAPACITY = 125 GPD (2X PEAK DAILY)

· SAND FILTER LOADING RATE = 1.O GPD/SF

· BASAL SOIL TYPE : BORROW BACKFILL

· BASAL SOIL LOADING RATE = 0.6 GPD/SF

· LINEAR LOADING RATE = 5.0 GPD/FT

(ALTHOUGH THERE IS A SHALLOW SLOPE (3%±) A SMALL LOADING RATEWAS USED TO ACCOUNT FOR A RELATIVELY SHALLOW IMPERMEABLELAYER AND TO PREVENT THE POSSIBILITY OF LEAKAGE AT THE TOE OF THESYSTEM.)

· MOUND SLOPE = 2.5:1

· SAND INFILTRATION AREA DIMENSIONS = 8.5' X 14.7' = 125 SF

MINIMUM BASAL INFILTRATIVE AREA = 14.5' X 14.7' = 247 SF

(BASAL INFILTRATIVE AREA FOR THIS SITE IS GREATER THAN THE MINIMUMREQUIRED AREA.)

· NUMBER OF CHAMBERS = 9

· NUMBER OF END CAPS = 6

· NUMBER OF FIELDS = 1 @ 8.5' X 14.7' = 125 SF

ABSORPTION FIELD SIZING

· LATERAL LENGTH = 3 LATERALS @ 12 FT PER LATERAL

· PIPE TYPE = 1-1/2" SCHEDULE 80 PVC

· ORIFICE SIZE AND SPACING = 1/4" HOLES SPACED AT 24" EVENLY

· ORIFICES PER LATERAL = 6 ORIFICES/LATERAL = 18 TOTAL ORIFICES

· NETWORK FLOW RATE = 1.17 GPM/ORIFICE = 7 GPM/LATERAL = 21 GPM

· FORCE MAIN LENGTH = 33 FT

· TOTAL DYNAMIC HEAD LOSS = 10 FT

SYSTEM HEAD LOSS = 4.6 FTFORCE MAIN HEAD LOSS = 1.4 FTELEVATION HEAD LOSS = 4 FT

· PROVIDE A PUMP CAPABLE OF PROVIDING A MINIMUM OF 22 GPM WITH

A RESIDUAL HEAD LOSS OF 10 FT

LATERALS AND PUMP DESIGN

· DOSING VOLUME = 16.6 GAL/DOSE

(ASSUMES 0.92 GAL/FT FOR 1-1/2" PIPE AND 5 TIMES THE PIPE VOLUME)

· BACK FLOW FROM FORCE MAIN = 3.0 GAL

(ASSUMES 0.92 GAL/FT F VOID SPACE FOR 1-1/2" PIPE)

· TOTAL DOSE VOLUME = 19.6 ≈ 20 GAL/DOSE

· PUMP RUN TIME = 20 GAL / 22 GPM = 0.91 MIN

· PUMP DAILY CYCLES - AT PEAK DAILY FLOW = 60 GPD/ 20 GAL = 3 (USE 3 DOSE CYCLES PER DAY)

· PUMP DAILY CYCLES - AT MAXIMUM CAPACITY FLOW = 125 GPD/ 20 GAL = 6 (USE 6 DOSE CYCLES PER DAY)

DISTRIBUTION DOSING

· ABSORPTION FIELD SHALL USE 9 INFILTRATOR CHAMBERS AND SHALL BE CONSTRUCTED AS SPECIFIED IN PLANS.· SEPTIC EFFLUENT PUMP SHALL BE A LIBERTY FL32M 1/3HP 208/230V I-PHASE MANUAL 1-1/2" DISCHARGE PUMP OR

APPROVED EQUAL, CAPABLE OF PROVIDING A MINIMUM OF 22 GPM WITH A RESIDUAL HEAD LOSS OF 10 FT.· CONTROL PANEL SHALL BE 120/208-230V SINGLE PHASE UNIT WITH NEMA 4X ENCLOSURE. PANEL SHALL BE A

LIBERTY, 5XL24=3 I-PH, 0-14.9A, WITH MINIMUM 50' CORD, OR APPROVED EQUAL.· SEPTIC TANK LIFT STATION ASSEMBLY SHALL BE A LIFEWATER SYSTEM INFILTRATOR IM 1530 OR APPROVED EQUAL

SUMMARY OF WORK

DESIGN CRITERIA

ON-SITE SEPTIC GENERAL NOTES1. CONTRACTOR SHALL ABIDE BY THE MOST RECENT STATE OF ALASKA WASTEWATER REGULATIONS AND

ONSITE INSTALLATION GUIDELINES.

2. CONTRACTOR SHALL VERIFY THAT ALL SEPARATION DISTANCE WAIVERS FOR SEPTIC TANK AND DRAINFIELDLOCATIONS STATED ON PLANS HAVE BEEN MET.

3. CONTRACTOR SHALL FURNISH ALL ON-SITE SEPTIC RELATED SUBMITTALS FOR APPROVAL PRIOR TOBEGINNING WORK. ON-SITE SEPTIC SUBMITTALS SHALL INCLUDE SEPTIC TANK, SEPTIC TANK INSULATION,AND COATING, SEPTIC TANK RISERS, DISTRIBUTION BOXES, DRAINFIELD INFILTRATOR CHAMBERS AND ENDCAPS, ARCTIC PIPE AND FITTINGS, RIGID BOARD INSULATION, BACK FILL, PIPE BEDDING, AND DRAINFIELDSAND.

4. THE CONTRACTOR SHALL MAINTAIN A CLEAN SET OF "AS-BUILT" DRAWINGS SHOWING THE LOCATION ANDSWING TIES TO ALL BENDS AND APPURTENANCES. ALL ELEVATIONS SHALL BE MARKED ASB (AS-BUILT) WITHTHE CORRECT VALUE INSERTED. DRAWINGS SHALL BE KEPT CURRENT IN RED PENCIL ON A DAILY BASIS IN ANEAT, LEGIBLE FASHION.

5. CONTRACTOR SHALL SUBMIT AS-BUILT REDLINE DRAWINGS TO ENGINEER AND OWNER'S REPRESENTATIVE.

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LOT 2USS No. 4105

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USS No. 3327

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PROJECTLOCATION

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OVERALL SITE PLAN1C1.0

GRAPHIC SCALE040 20 40 80

1" = 40'(FULL SIZE, IN FEET)

NEW HEALTH CLINIC

MOUNDED SEPTIC SYSTEM

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VICINITY MAP

FUTURE 2 BEDROOMRESIDENCE SEPTIC SYSTEM

VILLAGEWOODSHOP

COMMUNITYSCHOOL

VILLAGE GENERATORAND TANK FARM

242 LF 4x12 ARCTICCARRIER PIPE

20' UTILIT

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USS No. 4105LOT 2

USS No. 4105LOT 2B

ANCSA 14(c)LOT18

LOT 5

LOT 6

LOT 7 LOT 8

ANCSA 14(c)LOT 14

ANCSA 14(c)LOT 15

USS No. 3327

LOT 21

13 12

1011

9

LOT 7LOT 6

USS No. 3310LOT 5LOT 4

LOT 2

LOT 1

ANCSA 14(c)LOT18

USS No. 3327

TAKOTNA

RIVER8

LOT 20

USS No.4105

LOT 2A

FUEL TANK, PER MECH

CONNECT WATER SERVICE TOEXISTING SCHOOL WATERLOOP IN MECHANICAL ROOM,SEE NOTE 1

SOU

TH

CEN

TR

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FOU

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AT

ION

OVE

RALL

SIT

E PL

AN

08.07.2020DCCSCS

34X22

C1.0

1285.01

100%

DR

AW

ING

SET

9

FUTURE RESIDENCE/GARAGE

PUBLIC HEALTH CLINICESMT. TCT-E1-07

TA

KO

TN

A H

EALT

H C

LIN

ICT

AK

OT

NA

, AK

14.5'

BASKET-BALL

COURT

SITE NOTES1. CONTRACTOR SHALL COORDINATE WITH CITY OF TAKOTNA WATER OPERATOR (DOUG HEATH @ 907-574-0446)

FOR WATER SERVICE TIE-IN WORK AT SCHOOL. THE CLINIC SERVICE CONNECTION CAN BE MADE TO AN EXISTINGWATER RETURN LINE LOCATED INSIDE THE SCHOOL MECHANICAL ROOM. ACCESS TO EXISTING RETURN LINE ISBY ROUTING THE CLINIC SERVICE PIPING UP THROUGH THE EXISTING FLOOR APPROXIMATELY 10' WEST OF THENORTHEAST CORNER OF THE SCHOOL. CONTRACTOR SHALL CONFIRM PREFERRED TIE-IN LOCATION AND SUBMITA WORK PLAN TO THE ENGINEER 72 HOURS PRIOR TO BEGINNING ANY CONNECTION RELATED WORK.

475

480

490

476

477

478

479

481

482

483

484

491492

493494

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

SS

SS

WS

WS

WS

LOT 2A

LOT 15

LOT 14

485

490

495

481

482

483

484

486

487

488

489

49149249

3494

496

470

475

480

497

470

495

500

476

47747

8

479

WS

WS

WS

WS

WS

CO

P:\1

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Site

Des

ign.

dwg

DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

11:

42 A

M

SHEET SIZE:

N

EW

S

SITE PLAN1C1.1



EXIST

ING

ROAD

SITE NOTES1. EXISTING GROUND CONTOURS AND SURFACE UTILITY IMPROVEMENTS ARE

BASED ON A TOPOGRAPHIC SURVEY PERFORMED MAY 2020 BY SLANA SURVEY.CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND CONTROL.

2. DIMENSIONS SHOWN ARE TO PROPERTY LINE, EDGE OF GRAVEL PAD OREXTERIOR GRID LINE OF BUILDING.

VILLAGEWOODSHOP

20' UTILIT

Y EASEM

ENT

131.7'

143.4'

SEPTIC ABSORPTION FIELD

GUARDRAIL, TYP

FUTURE 2 BEDROOM RESIDENCESEPTIC SYSTEM (NO GEOFABRIC)

242 LF 4x12 ARCTICCARRIER PIPE

WATERLINE EASEMENTTCT-E2-07

FUEL TANK,PER MECH

20' TYP

35.9'

20' R

3.5'

R

1500 GAL SEPTIC TANK

5' RTYP

9'

TYP

HEALTHCLINIC

(SEE ARCHITECTURAL)

RESIDENCE/GARAGE

28 LF 4x12 PRESSUREARCTIC SEWER PIPE

32 LF 4x12 ARCTICSEWER SERVICE LINE

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

SITE

PLA

N

08.07.2020DCCSCS

34X22

C1.1

1285.01

100%

DR

AW

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SET

9

15' R

30' R

C3.41

C3.11

C3.31

C3.13

C3.14

C4.01

TA

KO

TN

A H

EALT

H C

LIN

ICT

AK

OT

NA

, AK

45° ARCTIC BEND,TYP OF 2

CAUTION!!!WATER/SEWER SERVICECROSSING. PROVIDE 18" MINCLEAR PIPE SEPARATION

24.0

'

30.1

°

SEWER CLEANOUT, PER

24'

10'

10'

25'

146.2'

P

F&I SIGN, TYP OF 2SEE SIGN SCHEDULE

1. MOUNT SIGN ON GUARDRAIL USING GALVANIZED FASTENERS.

SIGN SCHEDULE NOTES

SIGN SCHEDULE

ID FACING TYPE MOUNTCOLOR

SIGN DESCRIPTIONLEGEND BACKGROUND SYMBOL

E 12x18 POLE RED WHITE RED/BLACK NO PARKING EMERGENCYVEHICLE DROP-OFFAC3.17

C3.16

3' CLR MIN

5'

BOLLARD, TYPC4.04

475

48049

0

476

477

478

479 48

1 482 48

3 484

491

492

493

494

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

EO

HE

OH

E

SSSS

SSSS

LOT 2A

485

490

495481

482

483

484

486

487 488

489

491492

493494 49

6

480

497

495

500

478

479

491

492

495

494485

485

490

486

487

488

489

491

491

492.7FG

3.0%

2.3%

484.2HP FL

483.6FL

482.0FL

WS

WS

WS

WS WS WS WS

491.4FG

489.8FG

494.3FG

498.3±ME

498.1±ME

497.4±ME

497.9±ME

493.3FG

492.3FG

495.6FG

495.1FG

483.5FG

484.9FG

484.7FG

484.9FG

484.8FG

484.7FG

485.4FG

485.4FG

485.4FG

483.0FG

485.4FG

485.4FG

492.3FG

496.2FG

480

481

482

483

497.0±ME

3.5%

3.5%

2.7%

3.0%

2.1%

2.5%

2.5%

3.5%

484

490.2FG

495.3FG

493.3FG

484.6FG

491.3HP FL

CO

482.0FG

482.0FG

493.0FF

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

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Site

Des

ign.

dwg

DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

11:

42 A

M

SHEET SIZE:

GRA

DIN

G P

LAN

08.07.2020DCCSCS

34X22

C2.0

1285.01

N

EW

S

GRADING PLAN1C2.0

100%

DR

AW

ING

SET



EXISTING

ROAD

9

20' UTILITY EASEM

ENT

GB

C3.01

GB

TA

KO

TN

A H

EALT

H C

LIN

ICT

AK

OT

NA

, AKACCESSIBLE RAMP @0.5%, SEE STRUCTURAL

2:1

2:1

2:1

TOE

OF

SLO

PE

DRAINAGE BIOSWALE@ 2.0% MIN

2:1

2:1

2:1

TOE OF SLOPE, TYP

CUT SLOPE

SLOPE VARIES,5% MIN, TYP

FUTURE RESIDENCEAND GARAGE

TOE OF SLOPE, TYP(APPROX)

TOP

OF

BAN

K

FUTURE DRAINFIELD FUTURE TANK

PRO

VIDE

MIN

50'

SEP

ARAT

ION

TO S

LOPE

S >

25%

HEALTH CLINIC493.0 FF

485.4 BLDG PAD FG ELEV TYP

CAUTION!!!EXISTING POWER POLE(SEE NOTE 1)

TOP OF BANK

26'±

60'±

8' TYP

CAUTION!!!WATER/SEWER SERVICE CROSSING.PROVIDE 18" MIN CLEAR PIPESEPARATION, SEE NOTE 2

2,500 GAL FUEL OILTANK AST, PER MECH

4"- 8" COBBLE ROCK12" THK MIN, TYP

VARIES

8' MIN

VARIES 12'-15'

DRAINAGE BIOSWALE@ 2.0% MIN

15' R

20' R

30' R

2:1

TOP

OF

BAN

K

13.3

'

10.0'

2:1

6'

1. PROVIDE 4' TRANSITION WIDTH FROM 2:1 CUT SLOPE TO 1.5:1 AT POWER POLELOCATION SHOWN PER PLAN. PROVIDE 3' CLEAR SEPARATION FROM POWER POLE.

2. WATER SERVICE SHALL CROSS BELOW GRAVITY SEWER. PROVIDE 18" MINIMUMCLEAR SEPARATION PER DETAIL 6 ON SHEET C3.1.

7'± 2:1

2:1

1.5:1

4' TRANSITION, TYP

TOP OF BANK

TOE OF SLOPE

TOP OF BANK

VARI

ES6'

MIN

TOE OF SLOPE, TYP

2:1

GRADING NOTES

C3.16

2:1

TOP

OF

BAN

K

TOE

OF

SLO

PE

TOP

OF

BAN

K

TOP

OF

BAN

K

P:\1

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

2 MAX

1

2 MAX1

WIDTH VARIES

DEPTH VARIES12" MIN

FLOW LINE

NO SCALE

TYPICAL SWALE SECTION 3C3.0

1. IF ORGANICS, SILTS AND/OR ICE RICH PERMAFROST ARE ENCOUNTEREDBENEATH THE PIPE ZONE, OVER-EXCAVATE A MINIMUM OF 12'' ANDINSTALL GEOTEXTILE FABRIC (PROPEX GEOTEX 350 OR EQUAL) AS SHOWN.REPLACE THE DELETERIOUS MATERIAL WITH LOCALLY AVAILABLE 2''MINUS GRANULAR COMPATIBLE FILL (WITH

P:\1

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

12.75"Ø 16 GA ALUMINUMSPIR-L-OK JACKET

4'' SDR 17 HDPE CARRIER PIPE

HEAT TRACE CHANNEL

SECTION

HDPE CORE PIPE

ALUMINUM JACKET5" TYP4" TYP

18" COUPLING BAND

1/2''Ø X 6'' GALV. BOLT W/ NUT &WASHER, EQUALLY SPACED

16 GA. ALUMINUMCOUPLING BAND

2" INSULATION WASHERTYP EACH JOINT


2" OVERLAP AT MAX BAND ID

2"x2"x3/16" ALUMINUM ANGLEATTACHED TO BAND WITHCONTINUOUS WELD (TYP)

1/2"x9 CADIUM-PLATED CARRIAGE WITHSHOULDERED NUT (TYP OF 3)


ALUMINUM JACKET

INSTALL INSULATIONWASHER EACH JOINT20'-0"

HARCO PUSH ON COUPLING

6'' T

YP

4"X12" HDPE ARCTICINSULATED SEWER PIPE

HDPE SANITARY WYE

45° ELBOW

FINISH GRADE

VARI

ES 3

6" M

IN

4" HDPE SEWERINSULATED ARCTIC PIPE

TO SEPTIC TANK

ARCTIC PIPE DETAILS5C3.1 NOT TO SCALE

SEWER CLEANOUT7C3.1 NOT TO SCALE

2% MIN

FROM CLINIC

PRESSURIZED MOUNDED SEPTIC SYSTEM PROFILE1C3.1 NOT TO SCALE

ARCTIC WATER SERVICE PIPE4C3.1 SCALE: 2" = 1'


4'' HDPE SDR 17 CARRIER PIPE

HEAT TRACE CHANNEL

1-1/2'' HDPE SDR 11 WATER SUPPLYAND 1" HDPE SDR 11 RETURN

ARCTIC SEWER GRAVITY SERVICE PIPE2C3.1 SCALE: 2" = 1'

FINISH GRADE MOUND FINISHGRADE SLOPE TO DRAIN

DRAINFIELD CHAMBERSLAID LEVEL, PER

2% MIN

0%

36"

MIN

48"

MAX

LENGTH PER PLAN

PIPE LENGTH PER PLAN (15' MIN)

USABLE EXCAVATION, NATIVE SOILBACKFILL, OR BORROW FILL

2.51

1C3.4

SEPTIC TANK, PER 1C3.3

6' M

IN4' M

IN

EXISTING GROUND VARIES

3' M

IN

4' M

AX

6"

3' M

IN

4' M

AX

IMPERMEABLE LAYER (PERMAFROST)

HIGH WATER TABLE

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

TA

KO

TN

A H

EALT

H C

LIN

IC

WAT

ER A

ND

SEW

ER S

ERVI

CED

ETAI

LS

08.07.2020DCCSCS

34X22

C3.1

1285.01

100%

DR

AW

ING

SET

9


4'' SDR 17 HDPE CARRIER PIPE

HEAT TRACE CHANNEL

SECTION

1-1/2'' HDPE SDR 11 PIPE

PRESSURE ARCTIC SEWER PIPE3C3.1 SCALE: 2" = 1'

24" MIN ADECSAND LAYER

MOUND TODRAIN 2% MIN

TA

KO

TN

A, A

K

1-1/2"Ø HDPE SDR 11 ARCTICPRESSURE SEWER SERVICE

3C3.1

4"Ø HDPE ARCTICSEWER GRAVITY SERVICE

2C3.1

3' MIN. TYPICAL

6"

18" MIN.

12" (TYP)

FINISH GRADE

OBSTRUCTION NOTES:

1. ROUTE WATER SERVICE OVER OR UNDER SANITARYSEWER SERVICE.

2. CONTRACTOR SHALL AS-BUILT LOCATIONS OF ALLOBSTACLES ENCOUNTERED.

3. LOCALIZED HIGH POINT WILL REQUIRE INSTALLATIONOF AN AUTOMATIC AIR RELEASE VALVE.

4. KNOWN CONFLICTS ARE SHOWN ON THE DRAWINGS.ADDITIONAL CONFLICTS AND OBSTRUCTIONS SHALLBE HANDLED ON A CASE BY CASE BASIS.

18" MIN.

TYPICAL PIPE CROSSING6C3.1 NOT TO SCALE

IF COVER LESS THAN 36" INSTALL 2"x2' WIDEHIGH DENSITY RIGID BOARD INSULATION.(SEE SPECIFICATIONS)

HDPE WATER MAIN W/ ARCTIC JACKETRELOCATED ABOVE SANITARY SEWER

SANITARY SEWER OR FUEL LINE

ROUTE WATER SERVICE UNDER SANITARYSEWER TO AVOID A LOCALIZED HIGH POINT.

MAX. ALLOWABLE BENDTO BE 22 1/2° (TYP)

RIGID BOARD INSULATION

VARI

ES

REMOVE 3' MINIMUM OF EXISTINGORGANIC/PEAT (PT) AND SILT (ML) LAYERREPLACE WITH CLASSIFIED BORROW FILL

VARIES2' MIN

11

2% MIN

20% MAX

3' M

IN

4' M

AX

2.51

MOUND TO DRAIN2% MIN

MOUND TO DRAIN2% MIN 24"

24"

TYP

12"

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

SEWER CONNECTION (CLINIC)1C3.2 NOT TO SCALE

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

TA

KO

TN

A H

EALT

H C

LIN

IC

SERV

ICE

CON

NEC

TIO

ND

ETAI

LS

08.07.2020DCCSCS

34X22

C3.2

1285.01

100%

DR

AW

ING

SET

9

TA

KO

TN

A, A

K

WATER SERVICE CONNECTION (CLINIC AND SCHOOL)2C3.2 NOT TO SCALE

BURY DEPTH36'' MIN.

EXTEND HOSEA MIN. OF 12''

INTO HDPE PIPE

4x12 FLEXIBLE CLOSED CELL FOAMINSULATION WASHER (4 MIN)

COAT WITH ALL TEMPERATURE GREASE

1/2" STAINLESS STEELADJUSTABLE BAND (TYP)

ARCTIC LONGSWEEP 90° BEND

18" ALUMINUM ARCTIC PIPECOUPLING BAND (TYP EACH JOINT)

4"Ø HDPE SDR 17SEWER SERVICE LINE

2C3.1

5C3.1

FINISH GRADE

EPDM ARCTIC BOOT 13"Øx24" LONG WITH 1/2" SSTBANDS AND 8 BOLT UPPER RING BONNET WITH 7/16"HOLES ATTACH WITH 3/8"X3" LAG BOLTS AND SSTHOSE CLAMPS. INSTALL 2" THICK FOAM DONUTS,ARMAFLEX OR EQUIVALENT, AS REQUIRED.

4x12 FLEXIBLE CLOSED CELLFOAM INSULATION WASHER(4 MIN)


18" ALUMINUM ARCTICPIPE COUPLING BAND(TYP EACH JOINT)

1-1/2"Ø HDPE SDR 11WATER SERVICE LINE

ARCTIC LONG SWEEP 90° FITTING

PROVIDE SIX WRAPS OF 6 MILPOLYETHYLENE SHEETING TYPICAL ONVERTICAL SECTION

INSULATION WASHER ATJOINTS (TYP)

BELL AND SPIGOT JOINTCOUPLING (TYP)

BURY DEPTH OF 36" MIN UNLESSOTHERWISE SPECIFIED


EPDM ARCTIC BOOT 13"Øx24" LONG WITH 1/2" SSTBANDS AND 8 BOLT UPPER RING BONNET WITH 7/16"HOLES ATTACH WITH 3/8"X3" LAG BOLTS AND SSTHOSE CLAMPS. INSTALL 2" THICK FOAM DONUTS,ARMAFLEX OR EQUIVALENT, AS REQUIRED.

FINISH GRADE

6' ±

DEE

P FO

R H

EALT

H C

LIN

IC4'

± FO

R SC

HO

OL

FIN

ISH

FLO

OR

HEALTH CLINIC(PER ARCHITECTURAL PLAN)

5C3.1

HEALTH CLINIC(PER ARCHITECTURAL PLAN)

OREXISTING SCHOOL

SEE MECHANICAL FORCONTINUATION

SEE MECHANICAL FORCONTINUATION

PROVIDE SIX WRAPS OF 6 MILPOLYETHYLENE SHEETINGTYPICAL ON VERTICAL SECTION

3 x 4 FERNCO REDUCER WITHADJUSTABLE SST CLAMPS

INSULATE FLEXIBLE SECTION WITH IMCOLOCK HALF-SHELL INSULATION 4.5" ID X12.75" OD. SECURE WITH GORILLA TAPE OR EQUIVALENT. WRAP ENTIRE LENGTHOF FLEXIBLE SECTION WITH VISCOTAQ PIPE WRAP PER MANUFACTURER'SRECOMMENDATION. OVERLAP VISCOTAQ 8" MINIMUM ON ARCTIC PIPE AND 6"MINIMUM INSIDE BANDED CROSS FITTING. WRAP VISCOTAQ WITH "PEOUTERWRAP" (BY VISCOTAQ OR EQUIVALENT) WITH A MINIMUM 50% OVERLAP.

6" MIN

3-1/2" ID (3-7/8" OD) FLEXIBLE HOSE(GOODYEAR, CE 56056) INSERTED12" MINIMUM INTO 4" HDPE PIPE

TRANSITION FROM FLEXIBLE SECTIONTO ARCTIC PIPE ABOVE GROUND

FLEX

IBLE

CO

NN

ECTI

ON

4' M

INIM

UM

TO

6' M

AXIM

UM

3C3.1

BOLTING LID

6"

ALUMINUM ROD

4" INSULATIONBOARDSTOCK 40 PSI

2" RIGID BOARDINSULATION

FINISHGRADE

EYE BOLT

4" INSULATIONFROST COVER

OUTLET

3" INSULATION WITHPOLYSHIELD COATING

44"LIQUIDDEPTH

61"

3"

PER CODE

24"Ø ACCESS PORT (TYP OF 3)

MIN 6" BEDDING MATERIAL UNDERTANK, SEE NOTE 8

2"x2" FIBERGLASSSUPPORT (TYP)

3" RISER INSULATION WITH POLYSHIELDCOATING (TYP OF 2)

36" MINBURY

DEPTH

HANDLE

TOP BRACKET

8"

BAFFLE WALL

26"Ø CYLINDER

VALVE EXTENSION

6" RISER INSULATION WITHPOLYSHIELD COATING

54.5"

NATIVE/INSITU FILL

~47"±VARIABLE

3" SPRAY FOAMINSULATION, TYP

INSULATIONHALF-SHELLS

10.1" FREEBOARD

4x4 POST

ELECTRICAL JUNCTION BOX

24"

48"

6"

12"

4"

3/8" ROUND ALUMINUM STOCK

1" GALVANIZED EYE BOLT WITHNUT 6"-7" LONG

1/2" PT PLYWOOD (URETHANEVARNISHED OR PAINT SEALED) NUT AND WASHER, TYP

2" BOARDSTOCK, PINK,BLUEBOARD, WHITE, TYP OF 2

1. BOLTS, GALVANIZED,3/8Ø x6" LONG.

2. WASHERS, GALVANIZED,3/8Ø (1 1/2" OD) 8 EACH

3. NUTS, GALVANIZED,3/8Ø 4 EACH

NOTES:

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

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SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

NO SCALE

TANK RISER LID4C3.3

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

SEPT

IC T

ANK

DET

AILS

08.07.2020DCCSCS

34X22

C3.3

1285.01

100%

DR

AW

ING

SET

9

PARTS TABLE

ID DESCRIPTION

POLYETHYLENE SEPTIC TANK, INFILTRATOR, SEE TANK DIMENSION TABLE

24" BOLTING LID WITH 4" INSULATION (TYP OF 2)

24" BOLTING LID WITH 6" INSULATION

BAFFLE OVERFLOW

DOUBLE SANITARY TEE ROTATED 90° 4" PVC INLET TEE

4" HDPE SDR 17 WITH 12.75" SPIR-L-OK ALUMINUM JACKET WITH 1-1/2"SCH 80 PVC PRESSURE SEWER PIPE. SEE SHEET C3.1LIBERTY FL32M 1/3 HP 208/230V I-PH LIFT STATION PUMP WITH PUMPFLOAT AND HIGH WATER ALARM, 1-1/2" DISCHARGE AND 3/4" SOLIDSHANDLING.

1-1/2" PVC BALL VALVE

LIBERTY PUMPS, GUIDE RAIL SYSTEM FOR 1-1/2" DISCHARGE.MODEL 4808000

A

B

C

D

E

F

G

H

I

TANK DIMENSION TABLE

STORAGECAPACITY(GALLONS)

WIDTH(INCHES)

LENGTHS(INCHES)

HEIGHT(INCHES) MODEL#

1,537 62.2 176 55.0 IM-1530

SLOPE TO DRAIN

NOTES:1. INSTALL TANK IN ACCORDANCE WITH ALL MANUFACTURER

INSTRUCTIONS, GUIDELINES AND RECOMMENDATIONS.

2. TANK SHALL BE INFILTRATOR IM-1530 OR APPROVED EQUAL. TANKSHALL HAVE A CAPACITY OF 1,500 GALLONS OR GREATER.

3. THE TANK SHALL BE POLYETHYLENE AND HAVE AN ALARM SYSTEM,WITH BOTH AUDIBLE AND VISUAL ALARMS, TO ALERT THE CLINICOPERATORS IN CASE OF HIGH WATER.

4. PUMP SHALL MEET THE FLOW AND HEAD REQUIREMENTS SPECIFIEDON SHEET C0.0.

5. PLACE AND COMPACT BACKFILL AROUND TANK IN MAX 12" LOOSELIFTS. PLACE AND COMPACT BACKFILL TO BOTTOM OF INLET ANDOUTLET PIPE FOR FULL SUPPORT BEFORE INSTALLING PIPES INTO ANDOUT OF TANK, PLACE AND COMPACT BACKFILL TO TOP OF TANKBEFORE INSTALLING INSULBOARD, IF REQUIRED, OVER TANK.

6. EXTEND BACKFILL TO 1" BELOW BOTTOM OF RISER LID, SLOPE AWAYFROM TANK AT MINIMUM 2% FOR 5-FEET TO DIRECT RUN-OFF AWAYFROM RISER.

7. RIGID BOARD INSULATION SHALL BE DOW STYROFOAM HIGHLOAD 40OR APPROVED EQUIVALENT.

8. BEDDING MATERIAL SHALL BE 1-INCH MINUS GRANULAR SAND ORBORROW FILL MATERIAL PER SPECIFICATIONS.

SUBMERGED SEPTIC TANK BUOYANCY CALCULATIONS

1500 GALLON TANK (INFILTRATOR IM1530)

TANK RISER VOLUME (3X) GAL 281

GROSS TANK VOLUME W/RISER GAL 1818

TANK UPLIFT FORCE LBS 15162

TANK FOOTPRINT SF 76

COVER SOIL DEPTH FT 3.0

COVER SOIL (120 PCF - 62.4 PCF) (LBS/CF) 83

TOTAL COVER SOIL (LBS) 18924

TANK WEIGHT (LBS) 501

RESULTANT DOWNWARD FORCE (LBS) (LBS) 4263

A

BC

DE

F

G

H

I

4"Ø PVC TEE

SCUM LAYER

EFFLUENTLAYER

12"

4"Ø PVC PIPE

26"Ø CYLINDER

7"9"

24"

LOW ANGLE PUMPOFF FLOAT

LOW ANGLE PUMPON FLOAT

LOW ANGLEALARM FLOAT

G

2%

36"

MIN

48"

MAX

6"

,PER

B ,PER &

NO SCALE

SEPTIC TANK - ELEVATION1C3.3

NO SCALE

SEPTIC TANK - SECTION2C3.3

NO SCALE

BAFFLE OVERFLOW AND FLOAT ASSEMBLY3C3.3

NO SCALE

FROST COVER AND J HOOK ASSEMBLY5C3.3

C3.34

C3.35

&C3.34

C3.35

TA

KO

TN

A H

EALT

H C

LIN

ICT

AK

OT

NA

, AK

2% MIN20% MAX

12"

36"

COMPACTED BACKFILL MUST BEMOUNDED 6" MINIMUM TOALLOW FOR SETTLEMENT

BACKFILL WITH EXCAVATED MATERIALOR BORROW FILL AND COMPACT INMAXIMUM 8" LIFTS

PREPARED SUBGRADECOMPACTED TO 90% MAX DENSITY

2" RIGID INSULATION, TYP

BEDDING MATERIAL, SEE NOTE 8

3" INSULATION WITHPOLYSHIELD COATING

SLOPE TO DRAIN

6"

6"

36"

LEN

GTH

VAR

IES

WIDTH VARIES

4' M

IN4'

TYP

36"

MIN

48"

MAX

IMPERMEABLE LAYER (PERMAFROST)

UNCOMPACTED BACKFILL MUST BE MOUNDED6" MINIMUM TO ALLOW FOR SETTLEMENT

GEOTEXTILE FABRIC OVERINFILTRATORS, SEE NOTE 2

DRAINFIELD BOTTOMSEE NOTE 3

2" RIGID BOARD INSULATION

6" COURSE GRADED SEWER ROCK SEED FINISHEDMOUND SLOPES

BACKFILL WITH LOCALUNCOMPACTED IN-SITUMATERIAL OR CLASSIFIED FILL24" MIN OF ADEC

SAND FILTER LAYER

HIGH WATER TABLE

SPOIL EXCESS SILT/ORGANICTOPSOIL MATERIAL EXCAVATEDFROM BUILDING SITE

SEWER ROCKGRAVEL LAYER

END PLATE WITHLATERAL DISTRIBUTIONPIPE PENETRATION

1-1/2" PVC SCH 80 PIPE,1/4" ORIFICE AT 24" O.C.FACING 6 O'CLOCK, TYP

PIPE SUSPENDED ANDSLOPED AT 1% PER PLAN.

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

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.com

NO

DAT

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SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

INFILTRATOR END PLATE (TYP)

EDGE OF RIGID INSULATIONSEE NOTE 1

QUICK 4 INFILTRATOR CHAMBER12" x 34" x 52" EACH(48" EFFECTIVE LENGTH)

INSPECTION PIPE, (TYP OF 4) PLACEDAT EACH CORNER OF DRAINFIELD

INFL

OW

FRO

MSE

PTIC

TAN

K

4' M

IN

24"

MIN

48"

MAX

4" FERNCO CAPWITH SS CLAMP

4" REFLECTIVE TAPE

4" SCH 80 PVC PIPE SET INTOTOP INFILTRATOR WITH SETSCREWS

4" GLUED COUPLING

1/2"Ø HOLES 2 ROWS, 4 HOLESEACH (FIELD DRILL)

DRAINFIELD BOTTOMSEE NOTE 3

NO SCALE

CONVENTIONAL ABSORPTION FIELD 1C3.4

NO SCALE

INSPECTION PIPE DETAIL3C3.4

NO SCALE

PRESSURE SYSTEM CHAMBER LAYOUT2C3.4

1. EXTEND RIGID INSULATION 4' MINIMUM FROM THE ENDS OF THE INFILTRATORCHAMBERS.

2. COVER INFILTRATORS WITH GEOTEXTILE FABRIC, PROPEX GEOTEX 801 OR EQUAL.PROVIDE MINIMUM OVERLAP AT ALL JOINTS. EXTEND 1'-0" MINIMUM BEYOND ALL SIDESOF INFILTRATORS.

3. DO NOT COMPACT DRAINFIELD BOTTOM. KEEP EQUIPMENT OUT OF THIS AREA. PLACESAND OR GRAVEL FROM SIDES OF EXCAVATION AND FINAL GRADE BY HAND.

4. SEE SPECIFICATIONS FOR SEPTIC SYSTEM CONSTRUCTION REQUIREMENTS.

5. SUSPEND LATERALS 2" BELOW CEILING OF CHAMBER WITH POLYETHYLENE ZIP TIES.LATERAL PIPE SHALL MAINTAIN A MINIMUM 1% SLOPE BACK TO THE SEPTIC TANK TOALLOW PIPE TO DRAIN FREELY.

NOTES

SOU

TH

CEN

TR

AL

FOU

ND

AT

ION

ABSO

RPTI

ON

FIE

LD D

ETAI

LS

08.07.2020DCCSCS

34X22

C3.4

1285.01

100%

DR

AW

ING

SET

9

INSPECTION PIPE

RIGID BOARD INSULATION

INFILTRATOR CHAMBER

3C3.4

SECTION B

SLOPE LATERAL PIPE 1%, TYPTO ALLOW PIPE TO DRAIN

1-1/2" SCH 80 PVC PIPE

1-1/2" PVC SLIP X FPT ADAPT W/CAP

6"

1-1/2" SCH 80 PVC 90° LONGSWEEP ELBOW

1-1/2" PVC SCH 80 PVC MALEADAPTOR, MIPT X SOCKET

FINISH GRADE

HANG 1-1/2" SCH 80 PVC PIPE UNDERCHAMBER WITH POLYETHYLENE ZIP TIES AT4' ON CENTER PROVIDE 1/4" ORIFICE HOLESAT 2' O.C. POINTED DOWN SEE NOTE 5

1-1/2" SCH 80 PVC 90° BEND, TYP

4x12 ARCTIC PIPE WITH 1-1/2" SCH 80 PVC PIPE,SLOPE PIPE 2% MIN TOWARDS SEPTIC TANK

2.51

VARIES1

C3.4B

C3.4A

SECTION A

6' M

IN

4' M

IN

TA

KO

TN

A H

EALT

H C

LIN

ICT

AK

OT

NA

, AK

HANG 1-1/2" SCH 80 PVC PIPE UNDERCHAMBER WITH POLYETHYLENE ZIP TIES AT4' ON CENTER PROVIDE 1/4" ORIFICE HOLESAT 2' O.C. POINTED DOWN SEE NOTE 5.

2.51

VARIES1

1-1/2" SCH 80 PVC, TYP

2' TYP

3' M

IN

REMOVE 3' MINIMUM OF EXISTINGORGANIC/PEAT (PT) AND SILT (ML) LAYERREPLACE WITH CLASSIFIED BORROW FILL

11

GEOTEXTILE FABRIC PROPEX GEOTEX 350OR APPROVED EQUAL

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DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

NO

DAT

EBY

REVI

SIO

N

SHEET NUMBER

30" x 21" BORDER

ONE INCH1"

ON

E IN

CH1"

8/7/

2020

2:4

8 PM

SHEET SIZE:

FILL PIPE WITHCONCRETE,CROWN TOP 1"-2"

GUARDRAIL DETAIL1C4.0 SCALE: 1"=1'

4x12 PT LUMBER

1'-4"6'-8" O.C., TYP

FINISH GRADE

3'-6

"

BOLLARD, PER

4'-0" TYP

CONNECTION PLATE,TYP, PER

16'-0" TYP

SCALE: 1" = 3'

BOLLARD CONNECTION PLATE2C4.0

1-1/2" 3" 1-3/4"

1-1/

2"4"

1-1/

2"

PL 1/2"x7"x1'-5" (OR PL1/2"x7"x1'-10 3/4" FOR12"Ø PILE) GALV. STEEL

9/16"Ø HOLES, TYP OF 8

BOLLARD,PER

OR PILE,PER STRUCTURAL

PL 1/2"x7"GALV. STEEL

FIELD DRILL 11/16"ØHOLES IN BOLLARD

1/2"Ø CARRIAGE HEADBOLT GALV STEEL, TYP

4x12 PT LUMBER

1/4TYP

4x12 PT LUMBER

PL 1/2"x7"x0'-2 1/4" (ORPL 1/2"x7"x0'-6 3/8" FOR12"Ø PILE) GALV. STEEL

3/8TYP

ELEVATION

SECTION

NOTE1. BOLLARDS, BOLLARD CONNECTION PLATES, AND CONNECTORS SHALL

BE HOT DIP GALVANIZED AS PER FEDERAL SPECIFICATION QQ-Z-351.

FINISH GRADE

NO SCALE

GUARDRAIL SECTION3C4.0

FORM CONCRETE BULBTO ANCHOR BOLLARD BYLIFTING SONO TUBE

10"Ø SONO TUBE, WRAP WITHTHREE LAYERS OF 6 MILPOLYETHYLENE SHEETING FILLWITH 2500 PSI CONCRETE

4"Ø x 8' SCH 40 GALVANIZEDSTEEL HOT-DIPPED PIPEBOLLARD SET IN CONCRETE

2"

1'-5

"1'

-5"

2" REFLECTIVE TAPE, TYP

GUARDRAILTIMBER, PER

C4.03

C4.01

C4.02

C4.03

4'-0

"4.

0' M

IN

SOU

TH

CEN

TR

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FOU

ND

AT

ION

GU

ARD

RAIL

DET

AILS

08.07.2020DCCSCS

34X22

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100%

DR

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9

TA

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6.75

TYP

NOTENOTE1. BOLLARD POSTS SHALL BE PRIMED AND

RECEIVE TWO COATS MINIMUM OF SAFETYYELLOW PAINT IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS.

2. CROWN CONCRETE AT TOP BOLLARD TODRAIN. FINISH TO SMOOTH SURFACE.

4'-0

"

2"

4"Ø X 8' SCH 40 GALVANIZEDSTEEL HOT-DIPPED PIPEBOLLARD SET IN CONCRETEAND PAINTED SAFETY YELLOW

FINISH GRADE

4.0'

MIN

NO SCALE

BOLLARD DETAIL4C4.0

FORM CONCRETE BULBTO ANCHOR BOLLARD BYLIFTING SONO TUBE

10"Ø SONO TUBE, WRAP WITHTHREE LAYERS OF 6 MILPOLYETHYLENE SHEETING FILLWITH 2500 PSI CONCRETE

FILL PIPE WITHCONCRETE,CROWN TOP 1"-2"

UP

WAITING107TELECOM

106

PHARMACY/STORAGE

105

OFFICE104

EXAM ROOM 1 /TRAUMA

103

DENTAL102

LAUNDRY/STORAGE/JANITOR

101

MECHANICAL100

EXAM ROOM 2/OPTOMETRY LAB

110

BEHAVIORALHEALTH OFFICE/

BREAK ROOM111

TOILET109

9' - 11 1/2"11' - 9"13' - 9"14' - 0"

111

1

12

1 1

2

4' -

11 1

/2"

13' -

2 1

/2"

11' -

10"

30' -

0"

103

104

107

106

109

102

110 111

101

112

V1

V1

V1

V1

V1

V3 V3

V2

V3

V2V2

V2

V2V2

V3

V2

WATER COOLER,BY OTHERS

A4.03

V3

3

V2

F.E.

2

12345

E

D

B

A

6' - 0"31' - 0"12' - 0"13' - 0"

62' - 0"

11' - 9"15' - 9"6' - 0"

5' -

10"

8' - 0" 6' - 10 1/2"12' - 10"

1A3.0

_____________________

V2

13' - 5"12' - 10"8' - 0"

HATCH DENOTESAPPROXIMATE LOCATIONOF UTILDOR BELOW FLOOR

WASHER

DRYER

2' - 0"

MIN1' - 0"

12' -

4"

2' - 6"

CORRIDOR112

C

8' -

6"12

' - 0

"6'

- 0"

12' -

0"

F.E.

100

108

113

F.E.

CUH

CUH

5' - 11"

12' - 4" 12' - 6"

SHOWER

5' -

6"

A4.14

FD

FD

FD

105

5' M

IN

2A3.0

_____________________

A4.1 1A4.1 1

V2

V2

A4.15

A4.12

60"

GLB OVERHANG UNDER DECK6A3.0

_____________________

(4) 4' LONG WIRESHELF UNITS

4' - 0"

5'x 3' CORK BOARD

1A5.0

_____________________

(LEFT TO RIGHT)• 5/8" TYPE 'X' GWB• 6" METAL STUDS @ 16" O.C.• ACOUSTICAL BATT INSULATION• 5/8" TYPE 'X' GWB

(LEFT TO RIGHT)• 5/8" TYPE 'X' GWB• 4" METAL STUD @ 16" O.C.• ACOUSTICAL BATT INSULATION• 5/8" TYPE 'X' GWB

INTERIOR PLUMBING WALL

INTERIOR WALLV2

V3

1. PROVIDE ACOUSTICAL SEALANT AT ALL EDGES AND PENETRATIONS THROUGH ACOUSTICAL WALLS.2. ALL WALLS ARE TO EXTEND TO UNDERSIDE OF ROOF OR ROOF FRAMING.

EXTERIOR TO INTERIOR:• INSULATED METAL PANEL (R-32)• WEATHER RESISTIVE MEMBRANE• STRUCTURAL SHEATHING• 6" METAL STUD• 3 1/2" FIBERGLASS BAT INSULATION (R-15)• 5/8" TYPE 'X' GWB

V1 EXTERIOR WALL

MIN.

12".

MIN.

18".

NOTE:12" MIN. IF DOOR HAS BOTHCLOSER AND A LATCH

ROOF ASSEMBLY• PREFINISHED METAL ROOFING• ICE & WATER SHIELD (OVER ENTIRE ROOF)• 5/8" CDX PLYWOOD SHEATHING• 2x4 RUNNERS IN LINE WITH JOIST CHORD• STRUCTURAL SHEATHING• PREMANUFACTURED ROOF JOISTS W/• 16" DENSE-PACK FIBERGLASS INSULATION [R68]• INSULATION FABRIC• VAPOR RETARDER• 2x4 RUNNERS @ 24" PERPENDICULAR TO JOISTS• CEILING PER SCHEDULE

VENT CAVITY

ELECTRICAL CAVITY

SHEET NUMBER

DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

SHEET SIZE:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

ON

E IN

CH

ONE INCH1"

1"

30" x 21" BORDER

C:\U

sers

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ktop

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\128

5.01

TAK

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A CL

INIC

.rvt

8/7/

2020

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AM

A1.0

1285.0108/07/2020

RWMC

WHS

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AT

ION

8

TAK

OTN

A H

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ICTA

KO

TNA

, AK

FLO

OR

PLA

N A

ND

ASS

EMB

LIES

100%

DRA

WIN

G S

ET

1/4" = 1'-0"A1.01 FLOOR PLAN

1 1/2" = 1'-0"A1.02 VERTICAL ASSEMBLIES

N

1/2" = 1'-0"A1.04 EGRESS DOOR CLEARANCE

A1.03 ROOF ASSEMBLY

NO

DAT

EBY

REVI

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N

UP

PRE-FINISHED STANDING SEAMMETAL ROOFING

DASHED LINE DENOTES EXTERIOR WALL OF BUILDING

2:12

SLO

PE

2:12 SLOPE

2A1.1

_____________________

5A1.1

_____________________

12345

E

D

B

A

C

4A1.1

_____________________

5A1.1

_____________________

4A1.1

_____________________

1A3.0

_____________________

3A1.1

_____________________

3A1.1

_____________________

2A1.1

_____________________

SIM

SNOW DIVERTER

VTR, SEE MECHANICAL

BOILER FLUE, SEE MECHANICAL

COR A VENT STRIP TOPAND BOTTOM

2x4 VERTICALSUPPORT

FULL HEIGHT TRUSS BLKG, TRIM TOP TOMATCH ROOF LINE

METAL FLASHINGWITH DRIP EDGE

METAL FASCIA FLASHINGOVER PLYWOOD

AIR FLOW

SOLID METAL SOFFIT

1 1/

2"

2' - 0"

CANOPY STRUCTURE

SOLID METAL SOFFIT W/ROUND VENTS

INSULATED METAL PANELSTRUCTURE ENCLOSURE

METAL TRIM PER MANUFACTURER

MTL STUD SOFFITSUPPORT WHERENEEDED

COR A VENT STRIP TOPAND BOTTOM

2x4 VERTICALSUPPORT



METAL FASCIA FLASHINGOVER PLYWOOD

AIR FLOW

SOLID METAL SOFFITLAP VAPOR BARRIER ANDWEATHER BARRIER PRIORTO ROOF FRAMING TOENSURE CONTINUOUSVAPOR PROTECTION

1 1/

2"

2' - 0"

SOLID METAL SOFFIT

FASCIA BOARD- METALFLASHING OVER PLYWOOD

PRE-FINISHED METAL FLASHING

LAP VAPOR BARRIER ANDWEATHER BARRIER PRIOR TOROOF FRAMING TO ENSURECONTINUOUS VAPOR PROTECTION

2' - 0"

1' -

0"

COR-A-VENT STRIPTOP AND BOTTOM

2x4 VERTICALSUPPORT



METAL FASCIAFLASHING OVERPLYWOOD

AIR

FLO

W

SOLID METAL SOFFIT

LAP VAPOR BARRIER ANDWEATHER BARRIER PRIORTO ROOF FRAMING TOENSURE CONTINUOUSVAPOR PROTECTION

1 1/

2"

2' - 0"

1' -

0"

SHEET NUMBER

DATE:

FILE NO.

DRAWN BY:

CHECKED BY:

SHEET SIZE:

DESIGNED BY:

OF

250

H S

tree

tAn

chor

age,

AK

995

01

P: (9

07) 2

43-8

985

F: (9

07) 2

43-5

629

W: L

CGAK

.com

ON

E IN

CH

ONE INCH1"

1"

30" x 21" BORDER

C:\U

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\ula

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ktop

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\128

5.01

TAK

OTN

A CL

INIC

.rvt

8/7/

2020

9:4

3:38

AM

A1.1

1285.0108/07/2020

RWUMDWHS

SOU

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TR

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ND

AT

ION

8

TAK

OTN

A H

EALT

H C

LIN

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TNA

, AK

RO

OF

PLA

N A

ND

RO

OF

DET

AIL

S

100%

DRA

WIN

G S

ET

3/16" = 1'-0"A1.11 ROOF PLAN

1 1/2" = 1'-0"A1.12 CANOPY EAVE DETAIL

1 1/2" = 1'-0"A1.13 LOW EAVE DETAIL

1 1/2" = 1'-0"A1.15 RAKE DETAIL

N

1 1/2" = 1'-0"A1.14 HIGH EAVE DETAIL

NO

DAT

EBY

REVI

SIO

N

OFFICE104

EXAM ROOM 1 /TRAUMA

103DENTAL

102

LAUNDRY/STORAGE/JANITOR

101

MECHANICAL100

BEHAVIORALHEALTH OFFICE/

BREAK ROOM111

EXAM ROOM 2/OPTOMETRY LAB

110TOILET109

WAITING107

ARCTIC ENTRY108

PHARMACY/STORAGE

105

TELECOM106

1A3.0

_____________________

CORRIDOR112

BELOW CEILING EXPOSED DUCTWORK.ROUTE ALL DUCTWORK IN ORDERLYAND AESTHETICALLY PLEASINGMANNER, PARALLEL TO WALLS. PAINT.

SEE ELEVATIONS FOR EXTERIOR LIGHT MOUNTING HEIGHTS

(3) 4" ROUND SOFFIT VENTS

(8) 4" ROUND SOFFIT VENTS

PIPING CHASE AT CEILING,SEE BUILDING SECTION

NO CHASE. RUN PIPESSURFACE MOUNTED TOTHE CEILING

RCP LEGEND

3/4'' T & G ALASKA YELLOW CEDARATTACHED TO UNDERSIDE OF STRUCTURE

1. REFERENCE ELECTRICAL DRAWINGS FOR ALL SIZE AND TYPES OFLIGHTINGS. COORDINATE WITH ELECTRICAL FOR LOCATION OFLIGHTINGS.

2. REFERENCE MECHANICAL DRAWINGS FOR ALL SIZE AND TYPES OFDIFFUSERS, EXHAUST FANS, COORDINATE WITH MECHANICALDRAWINGS FOR LOCATION OF DIFFUSERS, EXHAUST FANS.

RCP NOTES

LIGHTING FIXTURES (REF. ELECT. DWGS)

DIFFUSERS (REF. MECH. DWGS)

METAL SOFFIT PANEL

GWB CEILING, PAINTED

GLUE ON ACOUSTICAL TILE OVER GWB.CENTER CEILING IN EACH ROOM

COLOR SCHEDULE

SHEET VINYL

MATERIALS

FINISH

COLOR NAME

COLOR INFORMATION

MANUFACTURERLOCATION STYLE REMARKS

ARMSTRONG *SEE NOTES*ENTIRE FACILITY MEDITONE

WOOD TRIM ENTIRE FACILITY

SIGNAGE ENTIRE FACILITY

DOOR/FRAME PAINT ENTIRE FACILITY

PLASTIC LAMINATE COUNTER TOPS

BLINDS ENTIRE FACILITY

INPRO CORP

FORMICA

LEVELOR

--

--

--

--

--

PLASTIC LAMINATE CABINETS

SIDING METAL SALESEXTERIOR

TO MATCH CEILING

SHERWIN-WILLIAMS

FORMICA

ROOF METAL SALESEXTERIOR

--

--

--

F8822

FP2510

--

--

--

--

SOLAR SHADES --

CHARCOAL

OCEAN BLUE

DENIM

GOLDEN MORNING OAK

--

ASPEN STANDARD SIGN

WALK-OFF MAT ARCTIC ENTRY ----

DUCTWORK PAINT ENTIRE FACILITY SHERWIN-WILLIAMS ---- --

RUBBER BASE *SEE NOTES* --GRAPHITE GRAY

NOTES:1. COVE BASE IN EXAM ROOM 1, EXAM 2, DENTAL, TOILET. ALL OTHER ROOMS TO RECEIVE RUBBER BASE.

RIGID SHEET VINYL CORRIDOR, WAITING ROOM, ENTRY INPRO CORP

GRAYED BLUE MID

GALA

ARMSTRONG

--

REMOVABLE MAT

SHEET NUMBER

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SCH

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100%

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1/4" = 1'-0"A1.21 REFLECTED CEILING PLANN

SIGN SCHEDULE

ROOM NUMBER ROOM FUNCTION100 MECHANICAL101 LAUNDRY/ STORAGE/ JANITOR102 DENTAL103 EXAM ROOM 1 / TRAUMA104 OFFICE105 PHARMACY/ STORAGE106 TELECOM109 TOILET110 EXAM ROOM 2/ OPTOMETRY LAB111 BEHAVIORAL HEALTH OFFICE/ BREAK

ROOM

NO

DAT

EBY

REVI

SIO

N

FLOOR LEVEL0"

TOP OF PLATE.8' - 0"

1 1

113

1

EXTERIOR LIGHTING -SEE ELECTRICAL

12345

2

BUILDING SIGN

12" HIGH METAL BUILDING SIGNAGE

100

122

ACCESS GATE, SEE DETAIL A5.0

1A3.0

_____________________

12' -

0"

8' -

0"

KNOX BOXLOCATION

FLOOR LEVEL0"


111

PRE-FINISHED STANDINGSEAM METAL ROOFING

INSULATED METAL PANEL

PRE-FINISHED METALTRIM FLASHING PERPANEL MANUFACTURER

1 2 3 4 5

TRIODETICFOUNDATION SYSTEM

MESH SKIRTING

1A3.0

_____________________

6' -

6"

MECHANICAL PENETRATIONS

FLOOR LEVEL0"


1122

E D B AC

TRIODETICFOUNDATION SYSTEM

GALVANIZED METAL GUARDRAIL

BRIDGE CONNECTION TOPARKING

122

8' -

0"

FLOOR LEVEL0"


1

EDBA C

3A5.0

_____________________

122

8' -

0"AC UNITS SEE MECHANICAL

SHEET NUMBER

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3/16" = 1'-0"A2.02 NORTH ELEVATION

3/16" = 1'-0"A2.04 SOUTH ELEVATION

3/16" = 1'-0"A2.03 EAST ELEVATION

3/16" = 1'-0"A2.01 WEST ELEVATION

NO

DAT

EBY

REVI

SIO

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FLOOR LEVEL0"


D B A

212

BEARING WALLS

SPRAY FOAMINSULATION

FLOOR ASSEMBLY AT PLUMBING CAVITY• 7/16" MIN. SUB-FLOOR• T&G FLOOR SHEATHING (SEE STRUCTURAL)• FLOOR JOISTS (SEE STRUCTURAL)• 10" RIGID INSULATION (BETWEEN BEAMS)• AIR INFILTRATION RETARDER• 1/2" PLYWOOD SOFFIT (BETWEEN BEAMS)

FLOOR ASSEMBLY• 7/16" MIN. SUB-FLOOR• T&G FLOOR SHEATHING (SEE STRUCTURAL)• FLOOR JOISTS (SEE STRUCTURAL)• CELLULOSE INSULATION (BETWEEN JOISTS)• 2" RIGID INSULATION (BETWEEN BEAMS)• AIR INFILTRATION RETARDER• 1/2" PLYWOOD SOFFIT (BETWEEN BEAMS)

NO INSULATION@ UTILIDOR

RIM BOARD ATUTILIDOR, TYP.BOTH SIDES

HANGINGLIGHT FIXTURE

SURFACE MOUNTEDLIGHT FIXTURE

C

A3.05

A3.03

104

3A1.0

_____________________

PIPE CHASE• MTL FRAMING• 5/8" GWB

AIR DUCTWORK

KEEP DIMENSIONS OFCHASE TO MINIMUM ANDCONSISTENT FROMROOM TO ROOM

DENTAL102

AT LOW EAVE- ALIGNSOFFIT GWB TO TOPOF WINDOW TRIM

CONT. 6" RIGID INSULATION ATINTERIOR OF UTILIDOR ATTACHEDTO GLB. PROVIDE CONTINUOUSSEALANT AT TOP AND BOTTOM

GLB - SEE STRUCTURAL

9" RIGID INSULATION

LET GLB CONNECTORS INTOUTILIDOR FRAMING

SEE MECHANICAL

1-1/4'' x 11-7/8'' RIM BOARD

2 x 10 UTILIDOR LID FRAMING

1/2" PLYWOOD SOFFIT

AIR INFILTRATION RETARDERINSULATION ENCLOSURE

1' - 4"

10" RIGID INSULATION ATTACHEDTO BOTTOM OF FLOOR FRAMING @PLUMBING CAVITY

FLOOR FRAMING - SEE STRUCTURAL

2x FRAMING BETWEEN GLB

1/2" PLYWOOD SOFFIT

AIR INFILTRATION RETARDERINSULATION ENCLOSURE

SEE WALL TYPES

METAL TRIM PER PANELMANUFACTURER

FLOOR FRAMING

TRIODETIC FOUNDATION

GLB

3/4" x 3/4" GALVANIZED STEEL MESHINSTALLED LIKE CHAINLINK FENCEWITH TOP RAIL ON BOTTOM

STOP PANEL AT TOP OFFOUNDATION ATTACHMENTBRACKET

GRADE

6" M

AX

ATTACH FENCE POST WITH ABRACKET TO GLB

SEE WALL TYPES

METAL TRIM PER PANELMANUFACTURER

STEEL DECK FRAMING, SEE STRUCT

TRIODETIC FOUNDATION

GLB OVERHANG

3/4" x 3/4" GALVANIZED STEEL MESHINSTALLED LIKE CHAINLINK FENCEWITH TOP RAIL ON BOTTOM

STOP PANEL AT TOP OFFOUNDATION ATTACHMENTBRACKET

GRADE

6" M

AX

ATTACH FENCE POST WITH ABRACKET TO T.O. GLB

6"

EXTEND METAL PANELTO MATCH NORTH ANDSOUTH ELEVATION

FLOOR LEVEL

C CHANNEL BEYOND

24 GA MTL FLASHING GLBCAP WITH DRIP EDGE

GLB PER STRUCTURAL

FLASHING TO EXTEND UNDERC CHANNEL DECK SUPPORT

SHEET NUMBER

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1/4" = 1'-0"A3.01 BUILDING SECTION

1" = 1'-0"A3.05 UTILIDOR DETAIL

1" = 1'-0"A3.04 SECONDARY UTILIDOR DETAIL

1" = 1'-0"A3.03 SKIRTING DETAIL

1" = 1'-0"A3.02 DECK DETAIL

1 1/2" = 1'-0"A3.06 GLB CAP DETAIL

NO

DAT

EBY

REVI

SIO

N

TOILET109

A4.0

1

1

1

1

PAPERTOWEL DISPENSER

SPECIMEN PASS-THRU DOOR

8' - 0"

BABY CHANGING STATION

SOAP DISPENSER

3' - 0"

A

B

C

D

FDSHOWER CURTAINAND ROD

8' HIGH PARTITION WALL

CLOTHES HOOKS, SEEINTERIOR ELEVATIONS

1' - 6"

2' - 0"

EQ EQ

INSTALL PLUMBING SAFETY COVERS AT ALL EXPOSEDPIPING WITH CLOSED CELL FOAM VELCRO SEALING STRIPS,INCLUDING TAMPER PROOF STRAP, TYP.

SPECIMEN PASS-THROUGH

4' -

0"

SANITARYNAPKINDISPOSAL

PAPER TOWELDISPENSER

TOILET SEAT COVERDISPENSER

TOILET TISSUEDISPENSER

PAPER TOWELDISPENSER

TOILET TISSUEDISPENSER

3' -

0"

2' -

6"

CL 2' -

10"

MIRROR24" X 36"

6" 1' - 0" 2' - 0"

3' -

6"

3' - 6" 1' - 0"

3' - 6"

A B C D

BABYCHANGING

STATION

4' -

0"

SHOWERCURTAIN & ROD

CABINET UNIT HEATER,SEE MECHANICAL

SHOWER CURTAINAND ROD

(3) CLOTHES HOOKS

VALVE ACCESS

SHOWER

PIPE CHASE

8' HIGH FRP, TYP IN RESTROOM

COVE BASE

GWB, PAINT

COVE BASE

8' HIGH FRP

MAX

4' -

0"

MAX

4' -

0"

MAX

3' -

4"

15" M

IN

2' -

0"

MIRROR SOAPDISPENSER

PAPER TOWEL DISPENSER

15" M

IN

2' -

0"

MAX

4' -

0"

2' -

6"TOILET PAPER

DISPENSERTOILET PAPER

HOLDERSANITARYNAPKIN

DISPOSAL

SANITARYNAPKIN

DISPENSER

3' -

2"

CLOTHESHOOK

38"

- 48"

MAX

.

4' -

0"

WASTERECEPTACLE

MAX

.

3' -

0"

SHOWER

38"-

48"

MAX

72"

MAX

CHANGINGSTATION

27"

MIN

34"

MAX

TO O

PERA

TE

48"

MAX

FIRE EXTINGUISHER

4" M

IN

IF 4

0LB

OR

LES

S60

" MAX

IF 4

0LB

OR

MO

RE

42" M

AX

SIGN MOUNTING

5' -

0"

MAX9"

SIGN ON LATCHSIDE OF DOOR

SHEET NUMBER

DATE:

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1/2" = 1'-0"A4.03 ENLARGED RESTROOM

1/2" = 1'-0"A4.01 RESTROOM ELEVATIONS

3/8" = 1'-0"A4.02 TYPICAL MOUNTING HEIGHTS

NO

DAT

EBY

REVI

SIO

N

SINK BASE

30"

DRW

30"30"

30"30"30"

7' - 6"

18"

SINK BASE

30"

30"

DRW

24"

DRW

24"

24"24" 24"FILLER

30"

SPECIMEN PASS-THROUGH

FILLER

MINI FRIDGE

21"

2' -

0"

30"

3' -

0"U

.N.O

.1'

- 6"

2' -

6"

4"4"

1 1/

2"

PLASTIC LAMINATECOUNTERTOP ANDBACKSPLASH

UPPER CABINET - PLASTICLAMINATE OVERPLYWOOD, TYP.

BASE CABINET - PLASTICLAMINATE OVERPLYWOOD, TYP.

DRILLED SIDE PANELSFOR SHELF SUPPORTS,TYP. UPPER AND LOWER

WIRE PULL AT UPPER ANDLOWER CABINET (DOORS &DRAWERS), TYP.

(2) ADJUSTABLE SHELVESPER UPPER UNIT/ (1) PERLOWER UNIT - MELAMINEOVER 3/4" PLYWOOD

1 1/2"

6"

1' - 0"

45

B

A

CABI

NET

30"

CABI

NET

36"

PENCIL DRWPENCIL DRW

FILE

PENCIL DRWPENCIL DRW

FILE

PEN

CIL

DRW

PEN

CIL

DRW

FILE

18" 18"

18"

2' - 2"

25"9 1/2"

4' -

0"

6A4.1

_____________________

7A4.1

_____________________

105 CORNER GUARD

SINK BASE

30"

DRW

30"24"

30"30"30"

18"

FILLER

7' - 6"

PLASTIC LAMINATE COUNTERTOPAND BACKSPLASH

FIN TUBE, SEE MECHANICAL

PERFORATED METAL SCREEN

4" METAL GRILLE

2x WALL

2' -

4"4"

PLASTIC LAMINATE COUNTERTOPAND 4" BACKSPLASH

FIN TUBE, SEE MECHANICAL

PERFORATED METAL SCREEN

4" METAL GRILLE

2x WALL

2' -

4"4"

STEEL COUNTER SUPPORT BRACKET

PLYWOOD BACKED PANEL TO MATCH WALLS

25"9 1/2"

SHEET NUMBER

DATE:

FILE NO.

DRAWN BY:

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CheckerAuthor

Designer

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1/2" = 1'-0"A4.11 ROOM 102, 103 CASEWORK

1/2" = 1'-0"A4.12 EXAM ROOM 2 - 110 CASEWORK

3/4" = 1'-0"A4.13 TYP. CASEWORK SECTION

1/2" = 1'-0"A4.14 OFFICE 104 CASEWORK

1/2" = 1'-0"A4.15 ROOM 111 CASEWORK

3/4" = 1'-0"A4.16 OFFICE WORKSTATION CASEWORK

3/4" = 1'-0"A4.17 OFFICE WORKSTATION COUNTER

SELF-TAPINGSCREWS

CONTINUOUSALUMINUM RETAINER(.08")

VINYL CORNER (.08")

3"

3"

AT 90 DEGREE CORNERS

NOTE:1. CORNER GUARDS TO BE MOUNTED FROM 4" A.F.F. (TOP OF COVEBASE). TOP TO ALIGH WITH TOP OF DOOR FRAMES

GALVINIZED BOTTOM RAIL

GALVINIZED POST

METAL SKIRTING

METAL MESH GATE

PAD LOCK LATCH

HINGE

3' - 0"

TYP.3/16"

STRINGER

3/4"Ø GALV.BOLT

2"CLEAR

2 3/

4"3/

4"

13/16"ØHOLE (TYP.)

LC

LC

LC

LC

5"3"

3/4"

3"

3 3/4"

3"

1"

4"

PLAN VIEW

ELEVATIONS

MAX4' - 0"

3' -

6"

2"

1/4" THICK WELDED PIPE CAP

1/4 x 3.5 x 3.5 x 0'-7" STEELANGLE EACH SIDE OF TUBEW/ (2) 3/8" DIA MB

(4) 1/2" DIA x 3" LAG SCREWS

2x2 GALVANIZEDTUBE RAILS

FLOOR

WAL

L

(1) ANGLE AT ENDS

5 1/

4" T

YP

HANDRAIL BRACKET (TYP), SEE 2/A5.0

TOP RAIL TO MATCH EXISTING

1 1/2" GALV STL PIPEHANDRAIL, TYP.

GRIP-STRUT TREAD

TYP

7"

MAX11"

NOTE: ALL WELDS TO BE 1/16 FILLET

6"

C10X12.7 STRINGER (TYP)

RISERS AT EACH STEPWELDED TO STRINGERS

A5.02

MIN

DEPTH OF THREAD

12" MIN

4x12 MUD SILL

GRADE

A5.04

1 1/2"

4"

2" TUBE STEEL CAP

2" TUBE STEELBALUSTER

3/16" STL PLATE

FIELD WELD

BENT STL ROD & SADDLEFOR HANDRAIL BRACKET

SCREW ATTACH

2 1/2"

SHEET NUMBER

DATE:

FILE NO.

DRAWN BY:

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6" = 1'-0"A5.05 CORNER GUARD

1/2" = 1'-0"A5.06 GATE AT SKIRTING

3" = 1'-0"A5.04 STAIR HINGE BRACKET DETAIL

3/4" = 1'-0"A5.03 GUARDRAIL ELEVATION

1 1/2" = 1'-0"A5.01 TYPICAL STAIR SECTION

3" = 1'-0"A5.02 HANDRAIL BRACKET

NO

DAT

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REVI

SIO

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1/2"

1/2"

2"5/8"

2"

VERI

FY1/4"

2"

FLOOR

FLOOR

3' -

0"

4' -

0"

2' - 6"

7' -

2"FLOOR

3' -

0"4'

- 0"

3' - 8"

7' -

2"

SLIDER

FLOOR

3' -

0"4'

- 0"

3' - 0"

7' -

2"

6"2'

- 6"

7"6"

FLOOR

LAMINATED GLASS1/

2"1/

2"

2"5/8"

VERI

FY1/4"

DO

OR

2"

1/2"

DIA2" DIA

1 1/

4"

626 CAST STEEL

SHORE A: 55 HARDNESSRUBBER BUMPER

4 1/2"

1/2"

DIA

3 1/2"

2 1/

2"

FLAT BAR PROFILE

MILLED TACTILE WARNING

STAINLESS STEEL SHAFT

MIN SHORE A: 70HARDNESS RUBBERSTOP

FULL

EM

BED

IN C

ON

C

7" M

IN3"

DIA

1"

DIA

2 1/2"

CLOSERSKEY MOUNTING CYLINDER ARM COVER FINISHC1 TOP JAMB HEAVY DUTY HEAVY DUTY PARALLEL METAL 626C2 TOP JAMB HEAVY DUTY HEAVY DUTY PARALLEL W/ CONCEALED STOP METAL 626

HINGES1KEY WEIGHT CONFIGURATION MOUNTING SIZE FINISHH1 HEAVY FIVE-KNUCKLE BEARING FULL MORTISE 5 x 4.5 630H2 HEAVY FIVE-KNUCKLE BEARING FULL MORTISE 5 x 4.5 626H3 STANDARD FIVE-KNUCKLE BEARING FULL MORTISE 4.5 x 4.5 626H4 STANDARD FIVE-KNUCKLE BEARING FULL MORTISE 4.5 x 4.5 630

LOCKSETS1KEY MANUFACTURER PRODUCT FUNCTION FINISHL1 SARGENT 8904 EXIT DEVICE (RETRATCH LATCHBOLT) 630L2 SCHLAGE L9453 ENTRANCE LOCK WITH DEADBOLT 630L3 SCHLAGE L9050 OFFICE WITH INNER ENTRY LOCK 626L4 SCHLAGE L9080 STOREROOM LOCK 626L5 SCHLAGE L9080 STOREROOM LOCK 630L6 SCHLAGE L9010 & L496 PASSAGE LOCK WITH OCCUPANCY INDICATOR DEADLOCK 630

DOOR PLATESKEY MANUFACTURER PRODUCT SIZE FINISH LOCATIONK1 ROCKWOOD K1050 KICK PLATE 630 PUSHK2 ROCKWOOD K1050 KICK PLATE 630 BOTHK3 ROCKWOOD K1050 KICK PLATE 630 PULLK4 ROCKWOOD K1050 ARMOR PLATE 630 PUSH

DOOR STOPSKEY MANUFACTURER PRODUCT FINISHS1 SARGENT 690S 626S2 ROCKWOOD 490 626S3 ROCKWOOD 430-RKW 626S4 ROCKWOOD 445 626S5 ROCKWOOD 468-RKW 630

SEALS & GASKETSKEY MANUFACTURER PRODUCT LOCATIONG1 PEMKO 18175DNB BOTTOMG2 PEMKO 290DS JAMBG3 PEMKO 2891DS HEADG4 PEMKO S88 FRAMEG5 ROCKWOOD 608-RKW FRAME

THRESHOLDSKEY MANUFACTURER PRODUCTT1 PEMKO 273X_DFGT2 PEMKO 271_D

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TAKOTNA HEALTH CLINIC · 2020. 8. 28. · kotzebue minto arctic ocean barrow r iv e r yuk on tan...

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