Attch 4-668-CSI-008_IssuedForConst-drawingsR1_Draft.pdf

PDF 20 MB Posted Feb 13, 2024

Attached to: Y1DZ--Project No. CON-NRM 668-CSI-008 Expand and Renovate Bldg. 27 for additional MRI
Solicitation number: Not on record
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 20

About this file

Written by GovTribe AI · Feb 13, 2024

This draft solicitation is for the expansion and renovation of Building 27 at a Veterans Affairs medical center to add additional MRI capacity. The solicitation number and contractor response date are not yet available because this is a draft that will be updated and posted on SAM.gov at a later date via an amendment. However, the scheduled site visit for potential offerors will still take place on February 15, 2024 from 6:00 to 7:30 PM Pacific Standard Time as indicated in the draft provision FAR 52.236-27. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 20.

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PROJECT

LOCATION

LOCATION ON CAMPUS

PRINCIPAL IN CHARGE: Blue Trident, LLC Emmanuel (Manny) Bautista, PE*, F.SAME-----------(206) 972-0645 PROJECT MANAGER: SCBC Engineering, PLLC Brian Moll, PE, SE -------------------------------------------(206) 351-2217 ARCHITECT: Blue Trident, LLC Lauri Strauss, AIA, LEED AP BD&C---------------------(907) 317-5040 STRUCTURAL ENGINEER: SCBC Engineering, PLLC Brian Moll, PE, SE -------------------------------------------(206) 351-2217 MECHANICAL ENGINEER: Notkin P2S, inc Peter Eberle, PE-----------------------------------------------(206) 267-6940 ELECTRICAL ENGINEER: SAZAN Group Kelly Anderson, PE-------------------------------------------(206) 576-7168 MEDICAL DESIGN ARCHITECT: ZGA Architects & Planners Lowell Alseth, AIA---------------------------------------------(208) 345-8872 INTERIOR DESIGNER: Mackenzie Kim Doyle, NCIDQ, IIDA------------------------------------(206) 582-2571 CIVIL ENGINEER S&B Christ Consulting, LLC Daniel Kelley, PE----------------------------------------------(702) 513-0285 LANDSCAPE ARCHITECT Osborn Pacific Group Inc Linda Osborn---------------------------------------------------(206) 356-7000 COST ESTIMATOR: ProDims Dennis Teschlog ----------------------------------------------(206) 395-9738

PROJECT TEAM

PROJECT

WORK AREA

BUILDING FOOTPRINT

BLDG 1

BLDG 27

BLDG 7

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E Proj. No.

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ISSUED FOR CONSTRUCTION

21-0011

DRAWING INDEX

# SHEET

NAME SHEET DESCRIPTION

1 G101 COVER SHEET

2 G102 PHASES 1-2 PLAN

3 G103 PHASES 3-4 PLAN

4 G104 CODE PLAN

5 CR101 REMOVAL PLAN

6 C101 SITE PLAN

7 C102 GRADING PLAN

8 C103 GEOMETRIC CONTROL

9 C104 LINE AND POINT TABLES

10 CD501 CIVIL DETAILS

11 CD502 CIVIL DETAILS

12 LI100 LANDSCAPE IRRIGATION PLAN

13 LI200 LANDSCAPE IRRIGATION DETAILS

14 LP100 LANDSCAPE PLANTING PLAN

15 LP200 LANDSCAPE PLANTING DETAILS

16 S001 GENERAL NOTES

17 S100 LOWER FLOOR AND FOUNDATION PLAN

18 S101 MAIN FLOOR FOUNDATION/FRAMING PLAN

19 S102 ROOF FRAMING PLAN

20 S200 BRACE FRAME ELEVATIONS

21 S501 CONCRETE DETAILS

22 S502 CONCRETE DETAILS

23 S503 CONCRETE DETAILS

24 S521 STEEL DETAILS

25 S522 STEEL DETAILS

26 S523 STEEL DETAILS

27 S524 STEEL DETAILS

28 AS100 ARCH. SITE PLAN

29 AD101 MRI DEMO FLOOR PLAN

30 AD102 MRI DEMO CEILING PLAN

31 A101 FLOOR PLAN

32 A110 ENLARGED PATIENT AREA

33 A111 ENLARGED OFFICE AREA

34 A112 ENLARGED MRI ROOM

35 A113 ENLARGED ADDITION

36 A114 ENLG WALKWAY TO B7

37 A120 REFL CEILING PLAN

38 A130 ROOF PLAN

39 A200 EXTERIOR ELEVATIONS

40 A300 BUILDING SECTIONS

41 A301 BUILDING SECTIONS

42 A302 BUILDING SECTIONS

43 A401 WALL SECTIONS

44 A402 WALL SECTIONS

RENOVATE

BUILDING 27 TO

ADD NEW MRI

DEPARTMENT OF VETERANS AFFAIRS

VA MEDICAL CENTER SPOKANE

PROJECT # 668-CSI-008

KEY PLAN

ISSUED FOR CONSTRUCTION

DRAWING INDEX

# SHEET

NAME SHEET DESCRIPTION

45 A403 WALL SECTIONS

46 A410 WALL SECTION DETAILS

47 A600 DOOR SCHEDULE

48 A601 WINDOW SCHEDULE

49 A602 EQUIPMENT SCHEDULE

50 A603 SIGN SCHEDULE AND DETAILS

51 A810 INTERIOR ELEVATIONS

52 A811 INTERIOR ELEVATIONS

53 A812 INTERIOR ELEVATIONS

54 A813 INTERIOR ELEVATIONS

55 A814 INTERIOR ELEVATIONS

56 A815 INTERIOR ELEVATIONS

57 A816 INTERIOR ELEVATIONS

58 A817 INTERIOR ELEVATIONS

59 A818 INTERIOR ELEVATIONS

60 A819 INTERIOR ELEVATIONS

61 A900 ROOF DETAILS

62 A901 MISC DETAILS

63 I101 FINISH PLAN

64 FXD101 FIRE SPRINKLER DEMO

65 FX101 FIRE SPRINKLER PLAN

66 FA001 COVER PAGE

67 FAD101 FIRE ALARM DEMO PLAN

68 FA101 FIRE ALARM PLAN

69 P001 PLUMBING LEGEND AND SHEET INDEX

70 PD101 1ST FLR PLUMBING DEMO PLAN WEST

71 P100 BASEMENT FLOOR PLAN

72 P101 1ST FLR PLUMBING PLAN EAST

73 P102 1ST FLR PLUMBING PLAN WEST

74 P601 PLUMBING SCHEDULES

75 M001 LEGEND AND SHEET INDEX

76 M002 1ST FLOOR ZONING PLAN

77 MD101 1ST FLOOR DEMO PLAN

78 M101 1ST FLOOR PLAN EAST

79 M102 1ST FLOOR PLAN WEST

80 MP101 1ST FLOOR PIPING PLAN EAST

81 MP102 1ST FLOOR PIPING PLAN WEST

82 M120 ROOF PLAN

83 M501 DETAILS

84 M502 DETAILS

85 M503 DETAILS

86 M504 DETAILS

87 M505 DETAILS

88 M601 SCHEDULES

DRAWING INDEX

# SHEET

NAME SHEET DESCRIPTION

89 M602 SCHEDULES

90 M603 SCHEDULES

91 M801 CONTROL DIAGRAMS

92 M802 CONTROL DIAGRAMS

93 M803 CONTROL DIAGRAMS

94 EG001 COVER PAGE

95 ESD101 ELECTRICAL SITE PLAN DEMOLITION

96 ELD101 LIGHTING DEMO PLAN

97 EPD101 POWER DEMO PLAN

98 EPD601 BLDG 1 ONE-LINE DIAGRAM DEMO

99 EPD602 BUILDING 27 ONE-LINE DIAGRAM DEMO

100 E101 LIGHTING SCHEDULES

101 E102 EQUIPMENT SCHEDULES

102 ES101 ELECTRICAL SITE PLAN

103 EL101 LIGHTING SYSTEM PLAN

104 EL102 NORMAL SYSTEM LIGHTING LEVEL

CALCULATIONS

105 EL103 EMERGENCY SYSTEM LIGHTING LEVEL

106 EP101 POWER PLAN

107 EP102 POWER ROOF PLAN

108 EP103 MRI

109 EP104 MRI

110 EP501 DETAILS

111 EP502 DETAILS

112 EP601 BLDG 1 ONE-LINE DIAGRAM

113 EP602 BLDG 27 ONE LINE DIAGRAM

114 EP701 PANEL SCHEDULES

115 TN001 COVER PAGE

116 TND101 SYSTEMS DEMO PLAN

117 TN101 SYSTEMS PLAN

118 TN102 SYSTEMS BASEMENT PLAN

119 TN501 DETAILS

120 RF0.0 COVER

121 RF1.0 FOUNDATION PLAN

122 RF1.1 CEILING SUPPORT LAYOUT

123 RF1.2 FLOOR PLAN

124 RF1.3 PARENT WALL FRAMING

125 RF2.0 ELEVATIONS

126 RF2.1 ELEVATIONS

127 RF3.0 DETAILS

128 RF3.1 DETAILS

129 RF3.2 SEISMIC DETAILS

130 RF3.3 SEISMIC DETAILS

131 RF4.0 EVO AIR DOOR OUTSWING

Da te

Re vis io n De sc rip tio n

TEMP IV ROOM -

PHASE I AND II

TEMP PATIENT

WAITING AREA IN

CORR.

TEMP ONMI

CELL LOCATION

COVER RELITE FROM

INSIDE ROOM

DO NOT BLOCK DOOR

TO BE USED AS EXIT.

PATIENT FLOW

INSTALL NEW EXIT DOOR AT PHASE I

H G FKL

PHASE I - THE GOAL OF PHASE I IS TO MOVE THE

PATIENTS OUT OF THE IV PREP ROOM AND PREPARE THE

SOACES EAST OF GRID 10 FOR THE NEW CONSTRUCTION

IN THAT AREA. THIS WILL INCLUDE CREATING A

TEMPORARY IV PREP ROOM AND CONSTRUCTING A

TEMPORARY ICRA RATED PARTITIONS ALONG GRID 10

PHASE II - THE GOAL OF PHASE II IS TO BUILD OUT THE NEW

ADDITION COMPLETE, REMODEL THE EXISTING SPACE EAST

OF GRID 10 FOR FUTURE TEMPORAY USE BY PATIENTS AND

STAFF. THIA WILL PREPARE THE NEW MRI AND RELATED

CONTROL ROOM FOR USE BY PATIENTS WHILE OTHER

PORTIONS OF THE BUILDING ARE RENOVATED.

PHASE III - THE GOAL OF PHASE III IS TO RELOCATE THE

PATIENTS AND STAFF INTO THE NEW ADDITION AND

RENOVATED PORTION OF THE BUILDING EAST OF GRID 10,

WHILE THE PATIENT AREA WEST OF GRID 9 IS RENOVATED.

THE IV PREP, CHANGING ROOMS AND STAFF TOILET WILL BE

USED BY BOTH PATIENTS AND STAFF DURING THIS PHASE.

PHASE IV - THE GOAL OF PHASE IV IS TO MOVE THE

PATIENTS AND STAFF INTO THEIR NEW PERMANEMT

AREAS AND COMMPLETE THE FINISH WORK IN THE

HOLDING ROOM AND ADJACENT STAFF OFFICES.

TEMPORARY WALLS CONSTRUCTED BETWEEN

PHASES II AND III (COULD ALSO BE A NEW

PERMANENT WALL OR AN EXISTING PERMANENT

WALL USED AS TEMPORAY PARTITION)

TEMPORAY WALLS CONSTRUCTED BETWEEN

PHASES I AND II (COULD ALSO BE A NEW

PERMANENT WALL OR AN EXISTING PERMANENT

WALL USED AS TEMPORAY PARTITION)

PHASING LEGEND

PHASE I: THE GOAL OF PHASE I IS TO RELOCATE BUIDING OPERATIONS FROM THE EAST END OF THE

BUILDING INTO OTHER AREAS AND PREPARE THAT AREA TO CONSTRUCT THE NEW ADDITION.

1. SUBMIT CONSTRUCTION SCHEDULE, PHASING PLAN, WORK PLAN, HEALTH AND SAFETY

PLAN, AND SHOP DRAWINGS FOR TEMP. PARTITIONS, MATERIALS, AND FINISHES.

2. WORK TO BE DONE IN OFF HOURS TO ELIMINATE DISRUPTION OF MRI OPERATIONS.

3. MAKE MODIFICATIONS NECESSARY TO TEMPORARILY RELOCATE THE IV ROOM TO THE

EXISTING PATIENT WAITING ROOM.

A. MOVE CHAIRS INTO EXISTING CORRIDOR TO CREATE NEW PATIENT WAITING AREA

IN ALCOVE.

B. COVER RELIGHT WINDOW FROM WAITING ROOM TO CORRIDOR.

C. DO NOT BLOCK DOOR BETWEEN CORRIDOR AND WAITING ROOM AS THIS WILL BE

AN EMERGENCY EXIT.

D. MOVE 3 OMNI CELLS TO WAITING ROOM.

E. PROVIDE TEMPORARY MED GAS, NURSE CALL, & CODE BLUE SYSTEMS IN NEW

TEMPORARY IV ROOM.

4. REMOVE EXISTING ENTRY DOORS TO HOLDING ROOM AND PORTION OF THE PARTITIONS.

5. CONSTRUCT NEW WALL IN CORRIDOR 1 AND REINSTALL DOORS (100A), INCLUDING ALL

HARDWARE AND ELECTRONICS. PATIENTS WILL TEMPORARILY ENTER THE MRI SPACE

THROUGH THIS DOUBLE DOOR FROM THE EAST END OF THE CORRIDOR.

6. REMOVE WINDOW IN CORRIDOR TO INSTALL NEW EXIT DOOR (100B). SAWCUT PORTION OF

WALL BELOW SILL; INSTALL NEW DOOR AND FRAME; PROVIDE NEW CONCRETE LANDING

OUTSIDE OF DOOR.

7. INSTALL AIR CURTAIN OVER NEW EXIST DOOR (100B)

8. SUBMIT FOR REVIEW/ACCEPTANCE ELECTRICAL EQUIPMENT AND PADMOUNT

TRANSFORMER; ORDER LONG-LEAD ITEMS.

9. ENGAGE LOCATING SERVICES TO IDENTIFY UNDERGROUND UTILITIES IN THE PROJECT

AREA.

10. SHORE UP EXISTING PADMOUNT TRANSFORMER IN PREPRATION OF ADJACENT

EXCAVATIONS – HAND EXCAVATE TO EXPOSE, SUPPORT, AND PROTECT MRI SERVICE

ENTRANCE CONDUCTORS DURING CONSTRUCTION.

11. PREPARE PLAN FOR MAINTAINING AMBULANCE ACCESS TO HOSPITAL DURING

UNDERGROUND INSTALLATIONS – SUBMIT PLAN TO COR FOR REVIEW/APPROVAL.

12. INSTALL UNDERGROUND UTILITY VAULT IN THE AREA SOUTH OF THE ELECTRICAL ROOM TO

FACILITATE INSTALLATION OF SERVICE ENTRANCE CONDUCTORS FROM THE

TRANSFORMER SECONDARIES TO THE NEW SWITCHBOARD.

13. IDENTIFY DUCT STUB UP LOCATIONS FOR THE PRIMARY AND SECONDARY COMPARTMENTS

OF THE NEW PADMOUNT TRANSFORMER.

14. EXCAVATE AND INSTALL UNDERGROUND DUCTBANKS IN COORDINATION WITH

UNDERGROUND UTILITIES/SITE CONDITIONS, AND WORK OF OTHER TRADES.

15. STUB UP DUCTS AT EXISTING TRANSFORMER SECONDARY COMPARTMENT.

16. STUB UP DUCTS AT NEW PRIMARY COMPARTMENT FOR THE MEDIUM-VOLTAGE FEEDER.

TERMINATE SERVICE ENTRANCE DUCTS AT THE UTILITY VAULT NEAR THE ELECTRICAL

ROOM.

17. SEAL OPEN ENDS OF DUCTS WITH DUCT SEAL PUTTY.

18. BACKFILL/COMPACT EXCAVATIONS. PREPARE GRADE FOR TRANSFORMER PAD

INSTALLATION.

19. REMOVE/RELOCATE ELECTRICAL LIGHTING, DEVICES, AND EQUIPMENT AS REQUIRED TO

SUPPORT THE WORK OF PHASE I.

PHASE II: (GL-10 TO GL-12; GL-J TO GL-F) THE GOAL OF PHASE II IS TO CONSTRUCT THE ADDITION IN ITS

ENTIRETY AND GET THE NEW MRI SCANNER UP AND RUNNING, AND TO PROVIDE FUNCTIONAL

TEMPORARY SPACE TO MOVE THE PATIENT OPERATIONS INTO WHILE THE EXISTING PATIENT AREA IS

RENOVATED.

1. REMOVE SLIDING DOOR TO THE EXIT VESTIBULE. INFILL WALL WITH TEMPORARY PARTITION

WALL.

2. REMOVE DOUBLE DOORS TO IV ROOM AND INFILL WITH TEMP. PARTITION WALL, REMOVE

RELITE INTO CORRIDOR AND INFILL WITH TEMP. PARTITION WALL, REMOVE PARTITION

WALL, INCLUDING DOOR AND FRAME TO PATIENT TOILET ROOM.

3. REMOVE ALL TOILET ACCESSORIES, PLUMBING FIXTURES AND TRIM, AND LIGHTING

FIXTURES FROM EXISTING PATIENT TOILET ROOM. REMOVE TOILET ROOM SIDE OF CHASE

WALL. REMOVE GYPSUM BOARD CEILING.

4. DEMOLISH EXISTING PLUMBING FIXTURES AND ASSOCIATED DOMESTIC WATER AND VENT

PIPING. DEMOLISH EXHAUST GRILLE AND ASSOCIATED DUCTWORK.

5. REMOVE HAC CLOSET WALLS SEPARATING TOILET ROOM; REMOVE BUILT IN CASEWORK,

FLOORING AND CEILINGS FROM BOTH THE TOILET ROOM AND HAC ROOM.

6. DEMOLISH EXISTING MEDICAL GAS AREA ALARM PANEL. INSTALL NEW 6 ALARM MEDICAL

GAS AREA ALARM PANEL. COORDINATE ALARM OUTAGE WITH VA PRIOR TO REMOVAL OF

EXISTING AREA ALARM PANEL.

7. REMOVE ACOUSTICAL CEILING AND SUSPENSION SYSTEM FROM EXISTING IV PREP ROOM.

8. CAREFULLY REMOVE AND SALVAGE STAINLESS STEEL CASEWORK FROM IV PREP ROOM. A

PORTION OF THESE WILL BE REINSTALLED IN THE NEW TRAINING ROOM.

9. DEMOLISH ALL MEDICAL GAS AND DOMESTIC WATER PIPING SERVING IV PREP ROOM.

DEMOLISH EXISTING STAINLESS-STEEL SINK IN IV PREP ROOM. REMOVE AND SALVAGE

EXISTING MEDICAL GAS OUTLETS.

10. REMOVE EXTERIOR CANOPY AND RELATED STRUCTURAL COLUMNS AND FRAMING.

SALVAGE PATIENT LIFT AND TURN OVER TO THE VA.

11. REMOVE EXTERIOR SLIDING DOOR FROM EXISTING EXTERIOR WALL UNDER CANOPY.

12. CONSTRUCT NEW MRI ADDITION, COMPLETE, EXCEPT, DO NOT INSTALL WALLS TO

SEPARATE TRAINING ROOM, SOILED UTILITY, AND STORAGE ROOM. FINISH THIS SPACE TO

READY IT FOR USE AS THE IV REP ROOM DURING PHASE III.

13. COORDINATE EARTHWORK WITH THE EXISTING MRI SCHEDULE AND THE VA. WORK SHALL

BE DONE OFF HOURS AS THE VIBRATION FROM EXCAVATION AND COMPACTION WILL

AFFECT THE MRI.

14. INSTALL NEW HVAC SYSTEMS, I.E. DUCTWORK, GRILLES, AND VAV BOXES) IN MRI ADDITION.

15. INSTALL PLUMBING PIPING AND FIXTURES IN MRI ADDITION.

16. INSTALL MEDICAL GAS PIPING AND OUTLETS IN MRI ADDITION.

17. INSTALL NEW ROOFTOP UNIT, EXHAUST FAN, AND QUENCH VENT.

18. INSTALL CHW PIPING BETWEEN VENDOR PROVIDED AC UNIT IN EQUIPMENT ROOM AND

VENDOR PROVIDED ROOFTOP CHILLER.

19. PROVIDE TEMPORARY CONNECTIONS TO SUPPLY GRILLES IN TRAINING ROOM,

EQUIPMENT/STORAGE, AND CORRIDOR 4 FROM EXISTING VAV BOXES IN PHASE 3 AREA

20. RELOCATE EXISTING ELECTRICAL PANELS, EQUIPMENT, ETC. IN EXISTING EQUIPMENT

ROOM

21. CUT NEW OPENING BETWEEN EXISTING AND NEW EQUIPMENT ROOMS.

22. CONSTRUCT NEW OFFICES, CONTROL ROOM, STAFF TOILET, HAC CLOSET AND CORRIDOR

EAST OF GRID 10.

23. AFTER HOURS RELOCATE AND REVISE EXISTING DUCTWORK ABOVE FORMER IV PREP

ROOM. COORDINATE OUTAGE WITH VA PRIOR TO START OF WORK.

24. INSTALL NEW HVAC AND PLUMBING IN OFFICES, CONTROL ROOM, LOCKERS, STAFF TOILET, AND HAC/QT.

25. PROVIDE TEMPORARY CONNECTIONS TO SUPPLY DIFFUSERS IN LOCKERS, AND HAC/QT.

26. PERFORM TAB AND COMMISSIONING OF ALL HVAC SYSTEMS AND MEDICAL GASES SERVING

NEW MRI.

27. REMOVE/RELOCATE ELECTRICAL LIGHTING, DEVICES, AND EQUIPMENT AS REQUIRED TO

SUPPORT THE WORK OF PHASE II.

28. COORDINATE WITH FOUNDATION/FLOOR SLAB CONSTRUCTION TO STUB SERVICE

ENTRANCE CONDUITS FROM THE SWITCHBOARD LOCATION IN THE ELECTRICAL ROOM TO

THE UTILITY VAULT SOUTH OF THE ELECTRICAL ROOM.

29. POSITION NEW TRANSFORMER PAD OVER DUCT STUB UPS.

30. SET NEW TRANSFORMER ON CONCRETE PAD; ANCHOR IN PLACE.

31. INSTALL MEDIUM-VOLTAGE FEEDERS FROM PADMOUNT SWITCHES S-NORMAL AND S-

EMERGENCY TO THE PRIMARY COMPARTMENT OF THE NEW TRANSFORMER; TERMINATE

FEEDERS USING 15KV LOAD-BREAK ELBOWS.

32. PERFORM ACCEPTANCE TESTS ON MEDIUM-VOLTAGE FEEDER CONDUCTORS AND

TERMINATIONS; SUBMIT TEST RESULTS TO THE COR FOR REVIEW/ACCEPTANCE.

33. INSTALL NEW SWITCHBOARD.

34. STUB FEEDER CONDUITS FROM THE NEW SWITCHBOARD TO LOCATIONS CONVENIENT TO

INTERCEPTING/REFEEDING THE EXISTING MRI DISTRIBUTION PANELS.

35. INSTALL SERVICE ENTRANCE CONDUCTORS FROM NEW TRANSFORMER SECONDARY TO

ONE END OF THE DOUBLE-ENDED SWITCHBOARD; PERFORM CABLE TESTS; TERMINATE

CONDUCTORS.

36. INSTALL PANELBOARDS AND FEEDERS IN THE ELECTRICAL ROOM. PERFORM ACCAPTANCE

TESTS; SUBMIT TEST RESULTS TO THE COR FOR REVIEW/ACCEPTANCE.

37. ENERGIZE NEW SWITCHBOARD.

38. SCHEDULE TRANSITIONING OF THE EXISTING MRI DISTRIBUTION FEEDERS TO THE NEW

SWITCHBOARD.

39. SUBSEQUENT TO CUTOVER OF EXISTING MRI FEEDERS, CLOSE THE NEW SWITCHBOARD

TIE BREAKERS TO ENERGIZE THE PANELBOARDS.

40. DEENERGIZE THE EXISTING PADMOUNT TRANSFORMER; DISCONNECT AND REMOVE

EXISTING SERVICE CONDUCTORS.

41. INSTALL NEW SERVICE CONDUCTORS FROM EXISTING TRANSFORMER SECONDARY TO NEW

SWITCHBOARD. TEST AND TERMINATE CONDUCTORS. MAIN CIRCUIT BREAKER SHALL

REMAIN OPEN AT THIS STEP.

42. REENERGIZE EXISTING PADMOUNT TRANSFORMER.

43. SCHEDULE BRIEF POWER INTERRUPTION; OPEN THE NEW SWITCHBOARD TIE BREAKERS

AND CLOSE THE MAIN CIRCUIT BREAKER.

PHASING NOTES

1. THE ENTIRE AREA MUST REMIAN OPERATIONAL DURING THE

ENTIRE DEMOLITION AND CONSTRUCTION PERIOD.

2. CONTRACTOR SHALL PREPARE AND SUBMIT A FULL PHASING

PLAN INCLUDING NARRATIVES AND PLANS TO DESCRIBE FULLY

THE WORK PLANNED FOR EACH PHASE.

3. PACS, PA, WiFi, TELEMETRY, CAMERAS, NURSE CALL, T-MOBILE

ANTENNA, & CODE BLUE SYSTEMS MUST REMAIN OPERATIONAL

THROUGHOUT PROJECT.

PROPOSED PHASING PLAN

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

Sheet OF

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

321 4 5 6 7 8 C

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Pr oj ec ts

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ISSUED FOR CONSTRUCTION

21-0011

SCALE: 1/8" = 1'-0"F5 BLDG 27 MRI SUITE PHASING PLAN - DEMOLITION N

Da te

Re vis io n De sc rip

PHASE I - THE GOAL OF PHASE I IS TO MOVE THE

PATIENTS OUT OF THE IV PREP ROOM AND PREPARE THE

SOACES EAST OF GRID 10 FOR THE NEW CONSTRUCTION

IN THAT AREA. THIS WILL INCLUDE CREATING A

TEMPORARY IV PREP ROOM AND CONSTRUCTING A

TEMPORARY ICRA RATED PARTITIONS ALONG GRID 10

PHASE II - THE GOAL OF PHASE II IS TO BUILD OUT THE NEW

ADDITION COMPLETE, REMODEL THE EXISTING SPACE EAST

OF GRID 10 FOR FUTURE TEMPORAY USE BY PATIENTS AND

STAFF. THIA WILL PREPARE THE NEW MRI AND RELATED

CONTROL ROOM FOR USE BY PATIENTS WHILE OTHER

PORTIONS OF THE BUILDING ARE RENOVATED.

PHASE III - THE GOAL OF PHASE III IS TO RELOCATE THE

PATIENTS AND STAFF INTO THE NEW ADDITION AND

RENOVATED PORTION OF THE BUILDING EAST OF GRID 10,

WHILE THE PATIENT AREA WEST OF GRID 9 IS RENOVATED.

THE IV PREP, CHANGING ROOMS AND STAFF TOILET WILL BE

USED BY BOTH PATIENTS AND STAFF DURING THIS PHASE.

PHASE IV - THE GOAL OF PHASE IV IS TO MOVE THE

PATIENTS AND STAFF INTO THEIR NEW PERMANEMT

AREAS AND COMMPLETE THE FINISH WORK IN THE

HOLDING ROOM AND ADJACENT STAFF OFFICES.

TEMPORARY WALLS CONSTRUCTED BETWEEN

PHASES II AND III (COULD ALSO BE A NEW

PERMANENT WALL OR AN EXISTING PERMANENT

WALL USED AS TEMPORAY PARTITION)

TEMPORAY WALLS CONSTRUCTED BETWEEN

PHASES I AND II (COULD ALSO BE A NEW

PERMANENT WALL OR AN EXISTING PERMANENT

WALL USED AS TEMPORAY PARTITION)

PHASING LEGEND

PHASE III: (GL- 6 – GL-9, GL-J – GL-F) THE GOAL OF PHASE III IS TO RENOVATE THE EXISTING PATIENT AREA TO PROVIDE THE PERMANENT PROGRAMMED FUNCTIONS, AND ALLOW PATIENT OPERATIONS TO

MOVE BACK INTO THE SPACE.

1. DURING PHASE 3, THE NEWLY CONSTRUCTED PORTION OF THE BUILDING WILL BE USED

FOR PATIENTS. THE LOCKER ROOM AND HAC CLOSETS WILL SERVE AS CHANGING ROOMS.

THE CONSTRUCTED PORTION OF THE RADIOLOGISTS OFFICE WILL SERVE AS THE PATIENT

WAITING AREA. THE EAST SIDE OF THE EXISTING RECEPTION AREA WILL REMAIN

OPERATIONAL AS A RECEPTION AREA. THE COMPLETED PORTION OF THE SPACE BETWEEN

GRIDS E AND G AND GRIDS 11 - 13 WILL SERVE AS THE IV PREP AREA. THE NEW STAFF

TOILET WILL SERV BOTH PATIENTS AND STAFF DURING PHASE III.

2. DURING OFF HOURS, REMOVE PORTION OF EXISTING WALL AND TEMPORARY PARTITION

WALL ON GRID 10.

3. PROVIDE TEMPORARY MED GAS, NURSE CALL, & CODE BLUE SYSTEMS IN NEW TEMPORARY

I.V. ROOM

4. PROVIDE TEMP NURSE CALL IN PATIENT/STAFF TOILET & TEMP CHANGING ROOMS

5. CONSTRUCT A TEMPORARY PARTITION WALL DOWN CORRIDOR 1 TO CLOSE OFF THE SUITE

BETWEEN GRID 7 TO GRID 9. CORRIDOR SHALL NOT BE NARROWER THAN 7-0” CLEAR.

6. REMOVE DOORS TO EXISTING CONTROL ROOM. CONSTRUCT WALL TO NEW CONTROL

ROOM AND REINSTALL DOORS 130A INCLUDING ALL HARDWARE AND ELECTRONICS.

7. CONSTRUCT TEMPORARY PARTITION WALL ON GRID 9; CONSTRUCT PERMANENT WALL

ALONG GRID 9 TO DIVIDE EXISTING RECEPTION AREA, MAKING IT SMALLER. REMOVE ALL

BUILT-IN CASEWORK IN THE EXISTING RECEPTION AREA. THE ANGLED WALL NORTH AND

EAST OF THE ROOM ARE TO REMAIN THROUGH PHASE 3. MOVEABLE FURNITURE WILL BE

PLACED IN THE TEMPORARY RECEPTION SPACE.

8. RENOVATE MRI PATIENT SUITE, COMPLETE.

9. RENOVATE HVAC, PLUMBING, AND MEDICAL GAS SYSTEMS IN MRI PATIENT SUITE.

10. INSTALL NEW ROOFTOP EXHAUST FAN FOR CHANGING ROOMS.

11. AFTER HOURS REMOVE TEMPORARY CONNECTIONS TO SUPPLY DIFFUSERS AND MAKE

FINAL CONNECTIONS FROM VAV BOXES INSTALLED IN PHASE 2 TO SUPPLY DIFFUSERS.

12. REMOVE/RELOCATE ELECTRICAL LIGHTING, DEVICES, AND EQUIPMENT AS REQUIRED TO

SUPPORT THE WORK OF PHASE III.

13. DISCONNECT AND REMOVE THE LIFE SAFETY AND CRITICAL BRANCH PANELBOARDS

14. INTERCEPT THE LIFE SAFETY AND CRITICAL BRANCH FEEDERS AND EXTEND TO THE NEW

LIFE SAFETY AND CRITICAL BRANCH PANELBOARDS IN THE NEW ELECTRICAL ROOM.

15. INSTALL NEW LIGHTING, DEVICES, AND EQUIPMENT PER THE DRAWINGS.

16. PERFORM ACCEPTANCE AND RECEPTACLE TESTS. SUBMIT TEST RESULTS TO COR FOR

REVIEW/ACCEPTANCE.

PHASING NOTESPROPOSED PHASING PLAN

PHASE IV: (GL-9 TO GL-10; GL-J TO GL-F) THE GOAL OF PHASE IV IS TO COMPLETE THE FINISHES AND CLEAN THE LAST FEW AREAS TO HAVE A FULLY FUNCTIONING MRI SUITE WITH BOTH SCANNERS

OPERATIONS.

1. DURING PHASE IV, THE NEWLY RENOVATED PORTION OF THE BUILDING WILL BE OPENED UP

FOR FULL USE BY PATIENTS AND STAFF.

2. DURING OFF HOURS, REMOVE THE TEMPORARY PARTITIONS IN THE CORRIDOR AND ALONG

GRID 9.

3. REMOVE THE ANGLED WALL AROUND THE RECEPTION AREA.

4. CONSTRUCT THE WALLS TO COMPLETE THE 2 OFFICES AND HOLDING ROOMS.

5. CONSTRUCT THE WALLS AND INSTALL DOORS TO CREATE THE TRAINING ROOM,

EQUIPMENT STORAGE ROOM, AND SOILED UTILITY ROOMS, COMPLETE.

6. INSTALL FLOOR, WALL, AND CEILING FINISHES IN THESE SPACES DURING OFF HOURS.

ENSURE THE SPACE IS SECURE FOR PATIENT MOVEMENT DURING OPERATING HOURS.

7. CUT OPENING AND CONSTRUCT KNOCK OUT PANEL AT EXISTING MRI EAST WALL. (THIS CAN

BE DONE ANYTIME ONCE NEW MRI IS FULLY CERTIFIED AND OPERATIONAL.) VERIFY WITH

SIEMENS AND VA WHETHER THE VIBRATIONS FROM THE SAWCUTTING AND DRILLING FOR

EPOXY ANCHORS WILL AFFECT THE NEW MRI. OFF HOURS MAY BE REQUIRED FOR SOME OF

THIS WORK.

8. PROVIDE FULL TAB AND CX OF PHASE 2 HVAC WORK NOT PERFORMED IN PHASE 2 AND OF

ALL PHASE 3 HVAC WORK.

9. CLEAN PANELBOARDS AND ELECTRICAL EQUIPMENT TO REMOVE DUST AND

CONSTRUCTION DEBRIS.

10. PERFORM ACCEPTANCE TESTS AND RECEPTACLE TESTS AS SPECIFIED. SUBMIT TEST

RESULTS TO COR FOR REVIEW/ACCEPTANCE.

1. THE ENTIRE AREA MUST REMIAN OPERATIONAL DURING THE

ENTIRE DEMOLITION AND CONSTRUCTION PERIOD.

2. CONTRACTOR SHALL PREPARE AND SUBMIT A FULL PHASING

PLAN INCLUDING NARRATIVES AND PLANS TO DESCRIBE FULLY

THE WORK PLANNED FOR EACH PHASE.

3. PACS, PA, WiFi, TELEMETRY, CAMERAS, NURSE CALL, T-MOBILE

ANTENNA, & CODE BLUE SYSTEMS MUST REMAIN OPERATIONAL

THROUGHOUT PROJECT.

TEMP RECEPTION

PHASE III

TEMP WAITING

PHASE III

TEMP

CHANGE

ROOM

PH. III

TEMP CHG

RM PH.III

PNT &

STAFF

TOILET

PH.III

TEMP IV

PREP PH III

PATIENT

FLOW PH III

DO NOT INSTALL WALLS, DOORS, OR

FINISHES DURING DURING PHASE II,

AS THIS WILL BE USED FOR IV PREP

DURING PHASE III.

H G F EKL

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

Sheet OF

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

321 4 5 6 7 8 C

:\U se rs \la ur i\O ne D riv e\ d2 L-

Pr oj ec ts

Sp ok an e

M C

M R

I\0 4-

-S

M R

I A R

C H

.rv t

G103

4 P

G #2

7 T O

, S

, W A

I-0

9/20/2023

lms

ISSUED FOR CONSTRUCTION

21-0011

SCALE: 1/8" = 1'-0"F4 BLDG 27 MRI SUITE PHASING PLAN - NEW CONSTRUCTION N

Da te

Re vis io n De sc rip

PROJECT

WORK AREA

BUILDING FOOTPRINT

BLDG 1

BLDG 27

BLDG 7

SMOKE LIMITING

CORRIDORS, NON RATED

1-HR WALL, 45-MINUTE

OPENINGS REQ'D

2-HR SHAFT ENCLOSURE

OR 2-HR FIRE BARRIER/

SMOKE BARRIER WALL; 90

MINUTES OPENINGS REQ'D

EXISTING AREA TO REMAIN

LIFE/SAFETY LEGEND

EXIT FROM BUILDING OR

SPACE - A NUMBER

INDICATES THE

CALCULATED

ACCUMULATED LOAD AT

THAT ROOM OR BUILDING

EXIT - ARROW INDICATES

DIRECTION

EXIT ROUTE

FE/FEC

1-HR WALL, 20-MINUTE

OPENINGS REQ'D

EXIT

STAIR

FROM

BSMT

MRI

ENTRY

B27

EXIT

CORR 1

1C1-27

WAITING

174CORR 2

1C2-27

WTNG ALCV

RECEPTION

OFFICE

TOILET

CH2

175B

LINEN

CH3

175C

CH1

175A

IV PREP

HOLDING

EXG CONTROL

185A

EXG MRI

EXG EQPT

MRI SPRVSR

OFFICE

CORR. 4

1C4-27

RADIOLOGIST

OFFICE

LKR

STAFF TLT

SOILED UTIL

EQPT/STOR

HAC/QT

CONTROL ROOM

182A

NEW EQPT

188 MRI

TRAINING CONF

EXG CLO

187A

ASDU

171A

MED PREP

CFS 60 DIAM

CORR. 5

1C5-27

CFS 'T'

CORR. 3

1C3-27

VEST

B7 FIN

FLOOR

1905.6

ELECT

189 72'

65'14'

33'

28'

50'

32'

40'

H G F EKL

FEC

Legend

ZONE 1

ZONE 2

ZONE 3

ZONE 4

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

Sheet OF

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

321 4 5 6 7 8 C

:\U se rs \la ur i\O ne D riv e\ d2 L-

Pr oj ec ts

Sp ok an e

M C

M R

I\0 4-

-S

M R

I A R

C H

.rv t

G104

G #2

7 T O

, S

, W A

I-0

9/20/2023

lms

ISSUED FOR CONSTRUCTION

21-0011

SCALE: 1" = 100'-0"

KEY PLAN

SCALE: 1/8" = 1'-0"F4 BLDG 27 MRI SUITE CODE PLAN

SCALE: 3/32" = 1'-0"F1 BLDG 27 MRI SUITE ZONE PLAN

OCCUPANCY CALCULATIONS

NUM ROOM NAME

NET

AREA

OCC

FACT

1C1-27 CORR 1 238 SF 0.0

1C2-27 CORR 2 201 SF 0.0

1C3-27 CORR. 3 72 SF

1C4-27 CORR. 4 88 SF

1C5-27 CORR. 5 33 SF

135B MRI CLO 10 SF 300.0 1

170 OFFICE 97 SF 100.0 1

171 IV PREP 160 SF 100.0 2

171A ASDU 55 SF 100.0 1

172 RECEPTION 132 SF 100.0 2

173 WTNG ALCV 23 SF 50.0 1

174 WAITING 139 SF 100.0 2

175A CH1 27 SF 50.0 1

175B CH2 29 SF 50.0 1

175C CH3 40 SF 50.0 1

176 O2 11 SF 300.0 1

177 LINEN 64 SF 300.0 1

178 TOILET 63 SF

180 HOLDING 322 SF 100.0 4

181 MRI SPRVSR OFFICE 96 SF 100.0 1

182 VEST 60 SF

182A CONTROL ROOM 332 SF 100.0 4

184 MRI 587 SF 100.0 6

185 MED PREP 83 SF 100.0 1

185A EXG CONTROL 265 SF 100.0 3

186 EXG EQPT 182 SF 300.0 1

187 EXG MRI 405 SF 100.0 5

187A EXG CLO 16 SF 300.0 1

188 NEW EQPT 205 SF 300.0 1

189 ELECT 126 SF 300.0 1

190 RADIOLOGIST OFFICE 156 SF 100.0 2

191 HAC/QT 65 SF 300.0 1

192 LKR 32 SF 100.0 1

193 STAFF TLT 57 SF

194 SOILED UTIL 57 SF 300.0 1

195 TRAINING CONF 142 SF 40.0 4

196 EQPT/STOR 103 SF 300.0 1

Da te

Re vis io n De sc rip

W V

Y D

W V

Y D

W V

BUILDING 27

FFE: (1908.6)

BUILDING 7

FFE: (1905.7)

EX SEWER MH

EX STORM MH

EX ELEC VAULTS

EX IRR VAULTS

EX WATER VALVE

EX HYDRANT

EX LIGHT

EX WATER VALVE

EX SIDEWALK

EX PIV AND

VALVE

4 4 P

P P

2 2

EX CANOPYP

6 6

EX ELEC

HANDHOLE 6

EX CANOPYP

EX FDC AND PIV P

EX SIGNP

EX WATER P

EX WATER PEX WATER P

EX WATER P

EX ELEC P

EX SEWER P

3 SIGN "A"

3 SIGN "B"

3 SIGN "C"

3 SIGN "D"

EX ELEC

VAULTP

LIMITS OF DEMOLITION

EX WATER VALVES P

LIMITS OF DEMOLITION

EX WATER7

REMOVE SIDEWALK TO

NEAREST CONSTRUCTION JOINT2

3SIGN "E"

EX IRR VAULT P

CURB AND

GUTTER ONLY

W V

Y H

W V

H Y

W V

Y H

W V

H Y

W V

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E's Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

Ex pa nd an d R en ov ate

B ldg fo r A dd itio na l M

Ma nn

-G ra nd sta ff V A

Me dic al Ce nte r, Sp ok an e, W A

I-0

DFK

DEG

21-0011

B& S&B CHRIST CONSULTING, LLCS

CCCC

OPS RESEARCH, A/E & ENVIRONMENTAL SERVICES

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

OFFICE (702) 202-6004

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

OF 131

CR101

L P

DEMOLITION/REMOVAL NOTES

PROTECT IN PLACE

REMOVE EXISTING AC PAVEMENT

REMOVE EXISTING SIDEWALK, CURB & GUTTER

REMOVE EXISTING SIGNS. SEE SIGNAGE TABLE BELOW AND SHEET C102 FOR

RELOCATION.

SAWCUT EXISTING CONCRETE/AC PAVEMENT

NOT USED.

REMOVE EXISTING BOLLARD LIGHTING. SEE ELECTRICAL SITE PLAN DEMO

(ESD101)

EX WATER LINE TO BE REROUTED. SEE SITE PLAN FOR DETAILS AND

PHASING.

RELOCATE DOOR ACCESS POST. SEE ELECTRICAL SHEETS.

SIGNAGE

SIGN "A" "AMBULANCE ENTRANCE" - TO BE RELOCATED

SIGN "B" "NO PARKING" - SALVAGE AND RETURN TO VA

SIGN "C" "DO NOT ENTER" - SALVAGE AND RETURN TO VA

SIGN "D" "OUTPATIENT CLINIC/MAIN ENTRANCE/URGENT CARE" - SALVAGE AND

RETURN TO VA

SIGN "E" "NO PARKING" - TO BE RELOCATED

JEC

ATIO

BLD

BENCHMARK

GPS 32291-72

A FOUND RIVET WSDOT BRASS DISK IN THE SOUTHWESTERLY

SIDEWALK OF DRISCALL BLVD. APPROXIMATELY 220 FEET SOUTHEAST

OF THE INTERSECTION OF N ASSEMBLY STREET.

ELEVATION (METERS) = 578.242 (NAVD 88)

ELEVATION (FEET) = 1,897.116 (NAVD 88)

BASIS OF BEARINGS

NORTH 02°23'00" WEST BETWEEN A FOUND ALUMINUM CAP AT THE SE

QUARTER SECTION 34 AT INTERSECTION OF N ASSEMBLY STREET AND

E WELLESLEY AVENUE, AND A FOUND ALUMINUM CAP AT THE EAST

QUARTER SECTION 34 INN ASSEMBLY STREET BETWEEN W ROMAN

AVENUE AND W SANSON AVENUE, DETERMINED BY GPS METHODS,

WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD83.

DEMOLITION NOTES:

1. EXISTING UTILITIES SHOWN ARE FROM BEST AVAILABLE

INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF

CONFLICTS ARE ENCOUNTERED, THE CONTRACTOR IS TO NOTIFY

THE COR AND PROJECT ENGINEER IMMEDIATELY.

2. UNLESS OTHERWISE INDICATED, ALL SURFACE FEATURES AND

UTILITY INFRASTRUCTURE TO BE PROTECTED IN PLACE.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO

EXISTING FEATURES, STRUCTURES, OR UTILITIES TO REMAIN.

CONTRACTOR SHALL MATCH OR EXCEED CURRENT CONDITION

OF THOSE FEATURES OR UTILITIES TO REMAIN.

4. CONTRACTOR SHALL MAINTAIN THE SITE FREE OF TRASH AND

DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL

OF TRASH AND DEBRIS DAILY. NO TRASH OR DEBRIS SHALL BE

DISPOSED OF ONSITE.

5. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES TO

REMAIN.

ISSUED FOR CONSTRUCTION

09/20/2023

Y H

W V

H Y

W V

Y D

W V

EX SSMH

5 EX PIV

AND FDC

5EX IRRIGATION

VALVES

EX SEWER MH

P EX FIRE

HYDRANT

MATCH

EX CURB

RAMP

DOWN

10' TRANSITION

ZERO-FACE TO

"L" CURB

' T

O N

O -F

" C U

R B

5 EX COMM

VAULTS

5EX WATER

VALVE5EX HYDRANT

5EX STORM

DRAIN MANHOLE

PEX LIGHT

P EX SIGN

EX PIV

AND FDC

5EX WATER

VALVE

50-FT

STANDOFF

NEW MRI 3-GAUSS LINE

25-FT OFFET

BUILDING 27

FFE: (1908.6)

BUILDING 7

FFE: (1905.7)

7 SIGN "C"

7 SIGN "A"

PLACE CURB SO

THAT SDMH LID

CAN BE REMOVED

6.3'

HANDRAILS

FOR ADA

RAMPS SEE

ARCH SHEET

5EX WATER

VALVES

6 TYP

4' M

4'MAX

7 SIGN "E"

5 EX IRRIGATION

VALVE

TYP

15 TYP

NEW MRI

3-GAUSS LINE

5.25'

EX MRI

3-GAUSS LINE

(10' x 15')

EX MRI MAGNET MOVING

SENSITIVITY LINE

(15.5' x 24.6')

19EX GRATE

AND VALVE

RAMPDOWN

17 NEW HYDRAULIC

PUMPING UNIT

NEW ELEC

MANHOLE

17 EX

TRANFORMER

17EX ELEC

DUCT

17NEW ELEC

DUCT

17EX ELEC

17 NEW INDUCTION

LOOP

17NEW INDUCTION

LOOP

17 NEW TRANFORMER

SEE DTL 7, SHT CD501 FOR

TRANSFORMER SLAB

17NEW ELEC

DUCT

EX COMM VAULT

REMOVED AS PART OF

VA PROJECT 668-21-111

17 NEW

ELEC

17NEW

ELEC

17NEW

ELEC

PEX SIGN

P D

O W

HANDRAILS

FOR ADA

RAMPS SEE

ARCH SHEET

6.3'

ENCASE THE COLUMN

WITH 3-INCHES OF

CONCRETE TO 1-INCH

ABOVE FINISHED GRADE

HANDRAILS

FOR ADA

RAMPS SEE

ARCH SHEET

MATCH

EX SW MATCH

EX SW

5.0

MATCH

EX SW

MATCH

EX SW MATCH

EX SW

8" CONC RETAINING WALL,

SEE ARCH.

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E's Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

Ex pa nd an d R en ov ate

B ldg fo r A dd itio na l M

Ma nn

-G ra nd sta ff V A

Me dic al Ce nte r, Sp ok an e, W A

I-0

DFK

DEG

21-0011

B& S&B CHRIST CONSULTING, LLCS

CCCC

OPS RESEARCH, A/E & ENVIRONMENTAL SERVICES

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

OFFICE (702) 202-6004

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

OF 131

C101

SIT

E P

JEC

ATIO

BLD

SITE NOTES

PROTECT IN PLACE

INSTALL "L" CURB PER DTL 1, SHT CD501

INSTALL ZERO-FACE CURB PER DTL 1, SHT CD501

TRANSITION FROM ZERO-FACE TO "L" CURB

INSTALL SIDEWALK PER DTL 3, SHT CD501

ADJUST TO BE FLUSH WITH FINISHED GRADE.

HYDRAULIC BOLLARDS AT 4-FT SPACING, SEE ELECTRICAL SHEETS

INSTALL SIGN PER DTL 6, SHT CD501

INSTALL CURB ACCESS RAMP PER DTL 2, SHT CD501

INSTALL INLINE 6" GATE VALVE (TEMPORARY). PER THRUST BLOCK DTL 4, SHT

CD502 SEE WATER LINE NOTE.

INSTALL WET TAP PER DTL 2 SHT CD502. SEE WATER LINE NOTE.

INSTALL NEW 6" C900 PVC WATER LINE PER DTL 3, SHT CD502. SEE WATER

LINE NOTE.

CUT AND CAP WATER WITH THRUST BLOCK PER DTL 1, SHT CD502. SEE

WATER LINE NOTE.

INSTALL CROSSWALK PER DTL 5, SHT CD501

INSTALL LANDSCAPE CURB PER DTL 1, SHT CD501

3.5' TALL BY 8' LONG CONCRETE BARRIER With REFLECTIVE TAPE

(ASTM-D-4061)

INSTALL AC PAVEMENT PER DTL 4, SHT CD501

ELECTRICAL INFRASTRUCTURE, SEE ELECTRICAL SHEETS

INSTALL CONCRETE SIDEWALK PER DTL 7, SHT CD501

ADJUST TO BE FLUSH WITH FINISHED GRADE. REPLACE GRATE WITH

ADA/PEDESTRIAN PROOF 18"X24" "TWS" LOCKING FRAME AND GRATE

(OLYMPIC FOUNDRY PART NO. SM50TWS D/T, OR APPROVED EQUAL)

INSTALL CONCRETE FILLED BOLLARD PER DTL 5, SHT CD502

SIGNAGE

SIGN "A" "AMBULANCE ENTRANCE"

SIGN "C" "DO NOT ENTER"

SIGN "E" "NO PARKING"

WATER LINE NOTE:

AVAILABLE RECORDS INDICATE THE EXISTING WATER LINE IS 6-INCHES.

CONTRACTOR TO FIELD VERIFY PIPE DIAMETER AND MATERIAL. NEW WATER LINE,

FITTINGS, AND VALVES TO MATCH EXISTING WATER LINE DIAMETER. PROVIDE

APPROPRIATE COUPLINGS AT NEW AND EXISTING PIPE CONNECTIONS.

PRIOR TO ANY UTILITY OUTAGES, CONTRACTOR SHALL COORDINATE WITH

CONTRACTING OFFICER. CLEARANCE IS REQUIRED PRIOR TO START OF

DEMOLITION. CONTRACTOR SHALL SUBMIT WRITTEN NOTIFICATION NOT LESS THAN

28 CALENDAR DAYS IN ADVANCE OF EACH INTERRUPTION. NO SINGLE UTILITY

OUTAGE SHALL EXCEED FOUR (4) HOURS AT A TIME OR MORE THAN ONCE IN A

2-WEEK PERIOD UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER.

CONSTRUCTION TO BE PERFORMED IN THE FOLLOWING ORDER:

1. INSTALL IN-LINE (TEMPORARY) GATE VALVES IN OPEN POSITION.

2. WET TAP EXISTING LINE FOR NEW CONNECTION AND CONSTRUCT NEW

WATER LINE.

3. ONCE NEW WATER LINE AND APPURTENANCES HAVE BEEN TESTED AND

ACCEPTED, REROUTE WATER TO NEW LINE AND CLOSE IN-LINE (TEMPORARY)

GATE VALVES.

4. ABANDON IN-LINE (TEMPORARY) VALVES IN THE CLOSED POSITION. REMOVE

THE TOP 24-INCHES OF THE VALVE BOX AND THEN FILL THE BOTTOM OF THE

BOX WITH A MINIMUM OF 8-INCHES OF SAND OR TYPE-II AGGREGATE BASE.

THE REMAINING PORTION OF THE VALVE BOX SHALL BE FILLED WITH

CONCRETE. CUT AND CAP THE ABANDONED LINE WITHIN 1-FT OF THE

ABANDONED VALVE.

BENCHMARK

GPS 32291-72

A FOUND RIVET WSDOT BRASS DISK IN THE SOUTHWESTERLY SIDEWALK OF

DRISCALL BLVD. APPROXIMATELY 220 FEET SOUTHEAST OF THE INTERSECTION OF

N ASSEMBLY STREET.

ELEVATION (METERS) = 578.242 (NAVD 88)

ELEVATION (FEET) = 1,897.116 (NAVD 88)

BASIS OF BEARINGS

NORTH 02°23'00" WEST BETWEEN A FOUND ALUMINUM CAP AT THE SE QUARTER

SECTION 34 AT INTERSECTION OF N ASSEMBLY STREET AND E WELLESLEY

AVENUE, AND A FOUND ALUMINUM CAP AT THE EAST QUARTER SECTION 34 INN

ASSEMBLY STREET BETWEEN W ROMAN AVENUE AND W SANSON AVENUE,

DETERMINED BY GPS METHODS, WASHINGTON STATE PLANE COORDINATES,

NORTH ZONE, NAD83. 09/20/2023

ISSUED FOR CONSTRUCTION

(1905)

(1906)

(1907)

(1908)

(1905)

(1906)

(1907)

(1905)

(1908)

(1909)

(1907)

(1906)

(1905)

BASEMENT

EG: (1896.7)

FREEDOM WAY

50-FT

STANDOFF

3-GAUSS LINE

25-FT OFFET

SW:1908.08

MATCH EX

SW:1908.21

MATCH EX

TC:1908.28

MATCH EX

TC:1908.12

MATCH EX

TRANSITION TO

ZERO-FACE CURB

MAINTAIN FLOWLINE

TRANSITION TO

ZERO-FACE CURB

10' TRANSITION

ZERO-FACE TO

"L" CURB

' T

O N

O -F

" C U

R B

BUILDING 27

FFE: (1908.6)

BUILDING 7

FFE: (1905.7)

3-GAUSS LINE

2% M

EXISTING STORM

DRAIN GRATE.

PROTECT IN PLACE

AC:1907.91

MATCH EX

AC:1907.74

MATCH EX

AC:1905.62

MATCH EX

AC:1907.02

MATCH EX

AC:1907.10

MATCH EX

AC:1906.84

MATCH EX

AC:1906.75

MATCH EX

AC:1905.49

MATCH EX

TC:1907.15

MATCH EX

TC:1907.12

MATCH EX

SW:1907.31

MATCH EX

SW:1907.35

MATCH EX

W V

Y D

W V

MAINTAIN

FLOWLINE

(1907)

(1908)

SW:1908.59

MATCH EX

SW:1908.61

MATCH EX

ZERO-FACE CURB

5.25'

EX MRI

3-GAUSS LINE

(10' x 15')

EX MRI MAGNET MOVING

SENSITIVITY LINE

(15.5' x 24.6')

SW:1908.59

MATCH EX

SW:1908.55

MATCH EX

SW:MATCH EX

SW:1908.75

MATCH EXSW:1908.73

MATCH EX

TRANSFORMER SLAB

PER DTL 7, SHT CD501

SW:1905.69

STEP:1908.55

SW:1908.55

-4 .9

-5.0%

-2 .9

SW:1907.00

TC:1906.73

SW:1906.22

SW:1906.31

SW:1905.30

SW:1905.20

TC:1906.19

SW:1905.69

SW:1908.55

SW:1908.03

SW:1908.11

MATCH EX

SW:1908.13

MATCH EX

SW:1908.20SW:1908.50

SW:1908.22

SW:1905.43

SW:1904.80

MATCH EX

SW:1904.70

MATCH EX

RAMP DOWN

P D

O W

SW:1904.34

MATCH EX

SW:1903.93

MATCH EX

TC:1908.30

SW:1908.17

SW:1908.43

SW:1908.30SW:1908.16

SW:1908.37

MATCH EX

SW:1908.57

MATCH EX

SW:1908.34

SW:1908.19 TC:1908.20SW:1907.99

MATCH EX

SW:1908.02

MATCH EX

SW:1908.06

FG: 1908.60

SW:1907.60

AC:1903.44

MATCH EX

TC:1903.82

MATCH EX

AC:1906.71

MATCH EX

TC:1907.15

MATCH EX

SW:1908.04

TC:1906.12

SW:1905.62

SW:1905.00

SW:1905.10

SW:1905.20

SW:1906.96

MATCH EX

-6.0%

TC:1906.12

SW:1905.62

SW:1905.60

MATCH EX

SW:1905.44

MATCH EX

SW:1908.50

1908 1908

1905.00

RAMP DOWN

SW:1907.00

MATCH EX

SW:1908.55

STEP:1906.80

STEP:1907.40

STEP:1908.00

SW:1908.37

MATCH EX

SW:1908.33

MATCH EX

BUILDING 4

BUILDING 7

MEMORIAL CIRCLE

FREEDOM WAY

W V

Y H

W V

H Y

W V

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E's Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

Ex pa nd an d R en ov ate

B ldg fo r A dd itio na l M

Ma nn

-G ra nd sta ff V A

Me dic al Ce nte r, Sp ok an e, W A

I-0

DFK

DEG

21-0011

B& S&B CHRIST CONSULTING, LLCS

CCCC

OPS RESEARCH, A/E & ENVIRONMENTAL SERVICES

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

OFFICE (702) 202-6004

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

OF 131

BENCHMARK

GPS 32291-72

A FOUND RIVET WSDOT BRASS DISK IN THE SOUTHWESTERLY

SIDEWALK OF DRISCALL BLVD. APPROXIMATELY 220 FEET SOUTHEAST

OF THE INTERSECTION OF N ASSEMBLY STREET.

ELEVATION (METERS) = 578.242 (NAVD 88)

ELEVATION (FEET) = 1,897.116 (NAVD 88)

BASIS OF BEARINGS

NORTH 02°23'00" WEST BETWEEN A FOUND ALUMINUM CAP AT THE SE

QUARTER SECTION 34 AT INTERSECTION OF N ASSEMBLY STREET AND

E WELLESLEY AVENUE, AND A FOUND ALUMINUM CAP AT THE EAST

QUARTER SECTION 34 INN ASSEMBLY STREET BETWEEN W ROMAN

AVENUE AND W SANSON AVENUE, DETERMINED BY GPS METHODS,

WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD83.

JEC

ATIO

BLD

GRADING NOTES:

1. EXISTING UTILITIES SHOWN ARE FROM BEST AVAILABLE

INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

FIELD VERIFY LOCATIONS AND ELEVATIONS OF ALL UTILITIES

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IF

CONFLICTS ARE ENCOUNTERED, THE CONTRACTOR IS TO NOTIFY

THE COR AND PROJECT ENGINEER IMMEDIATELY.

2. UNLESS OTHERWISE INDICATED, ALL SURFACE FEATURES AND

UTILITY INFRASTRUCTURE TO BE PROTECTED IN PLACE.

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO

EXISTING FEATURES, STRUCTURES, OR UTILITIES TO REMAIN.

CONTRACTOR SHALL MATCH OR EXCEED CURRENT CONDITION

OF THOSE FEATURES OR UTILITIES TO REMAIN.

4. CONTRACTOR SHALL MAINTAIN THE SITE FREE OF TRASH AND

DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL

OF TRASH AND DEBRIS DAILY. NO TRASH OR DEBRIS SHALL BE

DISPOSED OF ONSITE.

5. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES TO

REMAIN.

6. FOR UTILITY STRUCTURE ADJUSTMENTS IN CONCRETE OR AC

PAVEMENT, SET RIM FLUSH WITH FG.

7. FOR UTILITY STRUCTURES WITHIN LANDSCAPING, REFER TO

LANDSCAPE PLANS FOR RIM ELEVATIONS.

8. WHERE LANDSCAPING IS ADJACENT TO NEW AND EXISTING

BUILDINGS, SLOPE AT 5% FOR 10-FT AWAY FROM BUILDING

C102

09/20/2023

W V

Y D

W V

10' TRANSITION

ZERO-FACE TO

"L" CURB

' T

O N

O -F

" C U

R B

P2 P3 P4

P6P7 P8

P10 P11

P12

P13

P14 P15

P16

P17

P18

P19

P20 P21

P22

P23

P24

P25

P26 P27 P28 P29

P30 P31

P32P33

P34

P35

P36

P37 P38

P39

P40

P41

P42

P43

P44

P45

P46

P47

P48

P49

P50

P52

P53

P54

P55

P56

P57

P58

P59 P60

P61 P62

P63

P64

P65 P66

P67

P68 P69

P70 P71

P72 P73

P74

P75

P76 P77

P79

P81

P82

P83

P84P85

P86

P87

P88

P89

P90

P91

P92

P93

P94

P95

P96

P97

P98

P99

P101

P102

P103

P104

P105

P106

P107

P108

P109

P110

P111

P112

P113 P114

P115 P116

P117 P118

P119

P122

P123

L83

L82

L81

L80

L79

L78

L77

L76

L75

L74

L73

P126

P127

P D

O W

RAMP

DOWN

BUILDING 27

FFE: (1908.6)

BUILDING 7

FFE: (1905.7)

4' M

4'MAX

TYP

RAMP

DOWN

P128 P129

P130

P131 P132

P133

P134

P135

P136

EX MRI

3-GAUSS LINE

(10' x 15')

EX MRI MAGNET MOVING

SENSITIVITY LINE

(15.5' x 24.6')

3-GAUSS LINE

25-FT OFFET3-GAUSS LINE

P137

P139

P140

P141

P142

W V

Y H

W V

H Y

W V

BUILDING 4

MEMORIAL CIRCLE

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E's Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

Ex pa nd an d R en ov ate

B ldg fo r A dd itio na l M

Ma nn

-G ra nd sta ff V A

Me dic al Ce nte r, Sp ok an e, W A

I-0

DFK

DEG

21-0011

B& S&B CHRIST CONSULTING, LLCS

CCCC

OPS RESEARCH, A/E & ENVIRONMENTAL SERVICES

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

OFFICE (702) 202-6004

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

OF 131

C103

BENCHMARK

GPS 32291-72

A FOUND RIVET WSDOT BRASS DISK IN THE SOUTHWESTERLY

SIDEWALK OF DRISCALL BLVD. APPROXIMATELY 220 FEET SOUTHEAST

OF THE INTERSECTION OF N ASSEMBLY STREET.

ELEVATION (METERS) = 578.242 (NAVD 88)

ELEVATION (FEET) = 1,897.116 (NAVD 88)

BASIS OF BEARINGS

NORTH 02°23'00" WEST BETWEEN A FOUND ALUMINUM CAP AT THE SE

QUARTER SECTION 34 AT INTERSECTION OF N ASSEMBLY STREET AND

E WELLESLEY AVENUE, AND A FOUND ALUMINUM CAP AT THE EAST

QUARTER SECTION 34 INN ASSEMBLY STREET BETWEEN W ROMAN

AVENUE AND W SANSON AVENUE, DETERMINED BY GPS METHODS,

WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD83.

JEC

ATIO

BLD

09/20/2023

LINE TABLE

LINE #

L73

L74

L75

L76

L77

L78

L79

L80

L81

L82

L83

LENGTH

27.89'

4.96'

8.99'

1.31'

62.59'

22.55'

12.33'

37.92'

26.58'

0.29'

3.38'

DIRECTION

S87° 22' 48.00"W

S2° 40' 27.26"E

N87° 36' 43.89"E

S2° 24' 49.87"E

S87° 20' 47.82"W

N2° 37' 12.00"W

S87° 22' 48.00"W

N2° 37' 12.00"W

N87° 22' 48.00"E

S2° 37' 12.00"E

N87° 24' 44.53"E

POINT TABLE

POINT #

NORTHING

274317.76

274318.07

274320.06

274320.04

274328.03

274327.78

274319.79

274319.76

274329.24

274335.23

274329.94

274335.63

274344.30

274342.29

274342.17

274341.92

274341.86

274341.52

274351.06

274380.34

274389.22

274394.61

274409.03

274416.97

274425.85

EASTING

2466556.62

2466563.12

2466563.03

2466562.53

2466562.16

2466556.67

2466557.03

2466556.53

2466588.09

2466587.82

2466597.14

2466596.81

2466574.70

2466574.82

2466569.31

2466563.25

2466561.53

2466553.25

2466542.89

2466541.55

2466546.15

2466554.57

2466577.09

2466589.50

2466594.10

DESCRIPTION

GUTTER

POINT TABLE

POINT #

NORTHING

274509.33

274512.15

274530.04

274531.63

274533.32

274530.13

274425.94

274415.28

274392.93

274387.53

274380.43

274351.15

274343.52

274343.92

274344.68

274319.60

274314.40

274315.28

274320.48

274323.80

274325.22

274329.51

274346.05

274345.31

274333.78

EASTING

2466590.27

2466590.14

2466589.32

2466586.25

2466585.17

2466591.32

2466596.10

2466590.58

2466555.65

2466547.23

2466543.55

2466544.89

2466553.18

2466563.17

2466584.73

2466586.51

2466586.88

2466599.34

2466598.97

2466645.95

2466636.99

2466630.11

2466619.84

2466600.26

2466561.90

DESCRIPTION

GUTTER

POINT TABLE

POINT #

NORTHING

274333.51

274333.55

274333.20

274335.75

274345.36

274344.83

274358.45

274358.93

274380.00

274379.28

274385.29

274386.08

274394.69

274412.79

274515.18

274518.49

274464.60

274470.60

274491.62

274495.26

274470.36

274470.27

274469.88

274469.61

274495.96

EASTING

2466556.90

2466555.61

2466548.12

2466548.03

2466537.58

2466526.16

2466525.41

2466536.02

2466535.06

2466518.93

2466518.66

2466535.91

2466542.64

2466570.91

2466566.46

2466571.55

2466521.48

2466521.26

2466531.51

2466528.01

2466516.02

2466514.02

2466505.69

2466500.20

2466491.71

DESCRIPTION

POINT TABLE

POINT #

NORTHING

274489.50

274464.26

274463.58

274471.57

274467.92

274470.80

274465.00

274461.92

274460.67

274489.33

274489.01

274495.35

274495.81

274496.27

274496.53

274489.85

274490.17

274501.79

274496.90

274469.85

274489.87

274490.14

274464.95

274325.53

274325.69

EASTING

2466492.04

2466514.29

2466499.98

2466464.32

2466464.49

2466447.98

2466448.23

2466464.76

2466464.82

2466488.61

2466482.44

2466478.38

2466488.31

2466498.24

2466504.26

2466498.53

2466504.53

2466522.22

2466526.00

2466505.19

2466499.09

2466504.09

2466450.64

2466597.77

2466601.77

DESCRIPTION

GUTTER

BOLLARD

POINT TABLE

POINT #

NORTHING

274325.85

274326.01

274326.17

274326.33

274326.49

274326.65

274326.81

274403.95

274404.10

274403.81

274405.03

274442.91

274442.34

274464.87

274461.04

274456.08

274455.07

274463.88

274469.58

274335.59

274334.59

274335.55

274334.75

274321.31

274317.71

EASTING

2466605.77

2466609.76

2466613.76

2466617.76

2466621.75

2466625.75

2466629.75

2466512.43

2466515.81

2466515.82

2466542.37

2466540.64

2466528.32

2466527.29

2466473.81

2466474.04

2466451.07

2466505.97

2466499.70

2466611.37

2466611.41

2466610.37

2466590.40

2466590.94

2466594.50

DESCRIPTION

BOLLARD

BLDG

STEP

WTR CONNECT

90° WTR

45° WTR

POINT TABLE

POINT #

NORTHING

274317.70

274317.00

274401.51

274384.19

274384.47

274384.76

274378.67

274377.99

EASTING

2466595.92

2466595.20

2466535.42

2466464.95

2466470.96

2466505.06

2466505.38

2466486.70

DESCRIPTION

WTR CONNECT

ELEC VAULT

ELEC XFMR

Pr oj ec t N um be r

Sheet Number

Pr oj ec t T itl e

Lo ca tio n

Issue Date:

Approved Drawn

Dr aw in g

Ti tle

Phase:

A/ E:

Seal

321 4 5 6 7 8

A/E's Proj. No.

-G

M ed ica l C en ter

. A ss em bl y, Sp ok an e, W

B lu e Tr id en t, LL

E E sp er io ne

L N

B ai nb ri dg e

Is la nd , W

T M

G R

: B ri an E

. M ol l P E

,S E

Ex pa nd an d R en ov ate

B ldg fo r A dd itio na l M

Ma nn

-G ra nd sta ff V A

Me dic al Ce nte r, Sp ok an e, W A

I-0

DFK

DEG

21-0011

B& S&B CHRIST CONSULTING, LLCS

CCCC

OPS RESEARCH, A/E & ENVIRONMENTAL SERVICES

9555 HILLWOOD DRIVE, SUITE 160

LAS VEGAS, NV 89134

OFFICE (702) 202-6004

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

OF 131

C104

LIN

E A

T T

BENCHMARK

GPS 32291-72

A FOUND RIVET WSDOT BRASS DISK IN THE SOUTHWESTERLY

SIDEWALK OF DRISCALL BLVD. APPROXIMATELY 220 FEET SOUTHEAST

OF THE INTERSECTION OF N ASSEMBLY STREET.

ELEVATION (METERS) = 578.242 (NAVD 88)

ELEVATION (FEET) = 1,897.116 (NAVD 88)

BASIS OF BEARINGS

NORTH 02°23'00" WEST BETWEEN A FOUND ALUMINUM CAP AT THE SE

QUARTER SECTION 34 AT INTERSECTION OF N ASSEMBLY STREET AND

E WELLESLEY AVENUE, AND A FOUND ALUMINUM CAP AT THE EAST

QUARTER SECTION 34 INN ASSEMBLY STREET BETWEEN W ROMAN

AVENUE AND W SANSON AVENUE, DETERMINED BY GPS METHODS,

WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, NAD83.

09/20/2023

ASPHALT PAVEMENT DETAIL

CD501

NTS

BASE COURSE

WSDOT 9-03.9(3)

1-1/4" CRUSHED AGGREGATE

COMPACT TO 95% (ASTM D1557)

EX SUBGRADE

COMPACT TO 95%

(ASTM D1557)

STYLE 1

NOTES:

1. ALL FOOTINGS MUST MEET WIDTH AND DEPTH REQUIREMENTS TO ACCOMMODATE HEIGHT

AND SIZE OF SIGN, SOIL CONDITIONS, WIND LOADS AND WINTER GROUND FREEZING.

2. FOR IN LANDSCAPED AREAS, USE STYLE 1 PERMANENT INSTALLATION.

3. SIGNS INSTALLED IN GRASS CAN HAVE THE RAISED CONCRETE COLLARS EXTENDED TO

COVER THE AREA BETWEEN POSTS.

4. FOR PAVED AREAS CORE DRILL ONLY. USE STYLE 2 PERMANENT INSTALLATION.

STYLE 2

IN LANDSCAPED AREAS, FOOTING SHALL BE

BOXED SO AS TO EXTEND 3 1/2" ABOVE

GRADE WITH 2" BEVEL. REPLACE

SURROUNDING LANDSCAPING TO ORIGINAL

CONDITION.

MIN CONCRETE PIER FOOTING 1'-6" DIA. X

2'-6" DEEP

APPLY PROTECTIVE COATING TO

ALUMINUM POST IN CONCRETE TO

PREVENT CORROSION

75 MM - 100 MM (3"-4") DRAIN

ROCK

IN SIDEWALK AREAS, CORE DRILL OR SAW

CUT PIER HOLE, FILL FLUSH AND MATCH

MATERIAL, COLOR AND FINISH ON TOP

SURFACE OF CONCRETE PIER.

SIGN POST

MIN CONCRETE PIER FOOTING 1'-6" DIA. X 2'-6"

DEEP

APPLY PROTECTIVE COATING

TO ALUMINUM POST IN

CONCRETE TO PREVENT

CORROSION

3"-4" DRAIN ROCK

SIGN POST

SIGN FOOTING INSTALLATION

CD501

NTS

6-1/2"

5-1/2" 1" R

2% 6"

3/8"-1/2"R

FACE OF

CURB

3" 6"

1" 6" 24"

NOTES:

1. CONCRETE SHALL BE 4500 PSI MIN.

2. CURBS ADJACENT TO PAVEMENT OR SIDEWALK TO HAVE

EXPANSION AND/OR CONTROL JOINTS TO MATCH EXISTING

PATTERNS.

3. EXPANSION JOINTS TO BE PROVIDED AT THE BEGINNING AND END

OF CURB RETURNS, ALL CHANGES IN DIRECTION, COLD JOINTS

WITH EXISTING CURB, DRAINAGE STRUCTURES, AND DRIVEWAYS.

4. CONTROL JOINTS TO BE PLACED AT 15' MAXIMUM SPACING. SEE

WSDOT STD. DETAIL F30.10-04.

5. CRUSHED SURFACING BASE COURSE SHALL BE TO SUBGRADE OF

STREET SECTION OR MIN. 3" THICK, WHICHEVER IS GREATER, AND

SHALL EXTEND 6" BEHIND BACK OF CURB. THE SUBGRADE AND

CRUSHED SURFACING MATERIALS SHALL BE COMPACTED TO 95%

MAX DRY DENSITY.

6. CURB TO BE BRUSH FINISHED, WHEN POURING NEW CURBS

ADJACENT TO EXISTING, ALL EXISTING EDGES SHALL BE SAWCUT.

7. CONTINUOUS NO. 4 BAR REQUIRED IN NOSE OF MEDIAN ONLY

CONCRETE CURBS

CD501

NTS

CONCRETE "L" AND ZERO-FACE CURB

NOTES:

1. CONCRETE SHALL BE 4500 PSI MIN.

2. FINISH SHALL BE MEDIUM BROOM PERPENDICULAR TO PEDESTRIAN TRAFFIC

UNLESS OTHERWISE DIRECTED.

3. THE SUBGRADE AND CRUSHED SURFACING MATERIALS SHALL BE COMPACTED TO

95% OF MAX. DRY DENSITY.

4. SEE WSDOT STD. DETAIL F30.10-04 FOR CONCRETE JOINTS.

5. OBSTRUCTIONS (IE UTILITY POLES, SIGN SUPPORTS, TREES, FIRE HYDRANTS,

MAILBOXES, ETC.) SHALL NOT REDUCE SIDEWALK WIDTH AND MINIMUM

PEDESTRIAN ACCESSIBLE ROUTE TO LESS THAN 5 FEET.

6. GRATINGS ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS, PULL BOXES, AND

OTHER APPURTENANCES WITHIN THE SIDEWALK MUST HAVE SLIP RESISTANCE

SURFACE, BE FLUSH WITH THE SURFACE, AND MATCH GRADE OF THE SIDEWALK.

7. WHERE SIDEWALK DIMENSIONS DO NOT MATCH THOSE SHOWN ABOVE,

CONTRACTOR SHALL SUBMIT A JOINT PLAN FOR LAYOUT FOLLOWING ACI

GUIDELINES.

5'-6'

5'-6'5'-6'5'-6'

NEW SIDEWALK

5' MIN.

15'-18' MAX

5' -0

" M

CONCRETE SIDEWALK

CD501

NTS

JOINT SPACING:

SURFACE JOINTS - 5' MIN.

CONTROL JOINTS - 15' MIN.

EXPANSION JOINT AT,

STRUCTURES, OBSTRUCTIONS,

DRIVEWAYS OR AS DIRECTED

BY THE INSPECTOR.

CURB

CURB &

GUTTER

* 1.5% OR FLATTER RECOMMENDED

FOR DESIGN/FORMWORK (2% MAX)

CONCRETE

SIDEWALK SUBGRADE

COMPACTED

TO 95%

MIN 2" OF

CSTC OR

CSBC

3/8"-1/2" R

(TYP)

CEMENT

CONCRETE

SIDEWALK

SUBGRADE

COMPACTED TO 95%

MIN 2" OF

CSTC OR CSBC

4" M

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINTCONTROL

JOINT

CONTROL

JOINT

O -F

C U

R B:

"L " C

U R

CURB ACCESS RAMP

CD501

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 13, 2024.