Attachments-Amendment-0003.pdf

PDF 9 MB Posted Aug 30, 2017

Attached to: Whole Building Renovations of Building 203, Building 205 and Building 207 at Fort Riley, Kansas
Solicitation number: W912DQ-17-R-4014
Issued by: Department of the Army Corps of Engineers Engineering District Kansas City

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File	Type	Posted
Bldgs_203_205_207_Amdt_0004_Attachments.pdf	PDF	Sep 1, 2017
W912DQ-17-R-4014Amendment-0004-20170901.pdf	PDF	Sep 1, 2017
W912DQ-17-R-4014Amendment-0003_20170829.pdf	PDF	Aug 30, 2017
W912DQ-17-R-4014Amendment-0002_20170825.pdf	PDF	Aug 25, 2017
Amdt_0002_Attachments.pdf	PDF	Aug 25, 2017
Amendment-0001.pdf	PDF	Aug 17, 2017
Amendment-0001Attachment.pdf	PDF	Aug 17, 2017
InstructionsToOfferors.docx	DOCX document	Aug 9, 2017
InstructionsToOfferors.docx	DOCX document	Aug 9, 2017

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Multiple Museum Renovations W912DQ-17-R-4014 Fort Riley, Kansas Amendment 0003

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 51 00.00 23

MUSEUM SWING SPACE

PART 1 GENERAL

1.1 ADMINISTRATIVE REQUIREMENTS

1.2 SUBMITTALS

PART 2 PRODUCTS

2.1 SWING SPACE LOCATION

2.2 NEW COMMUNICATION ROOM

2.3 HISTORIC REQUIREMENTS

2.4 FINISHES

2.5 POWER AND VOICE/DATA CAPABILITIES

2.6 TOILET FACILITIES

2.7 DOORS

2.8 UTILITIES

2.9 LIFE SAFETY

2.10 EXTERIOR REPAIRS

2.11 PARKING

PART 3 EXECUTION

3.1 INSTALLATION

ATTACHMENTS:

Attachment 1 - Building Foor Plan

Attachment 2 - Manhole Locations

-- End of Section Table of Contents --

01 51 00.00 23 - 1

SECTION 01 51 00.00 23

MUSEUM SWING SPACE

PART 1 GENERAL

1.1 ADMINISTRATIVE REQUIREMENTS

Contractor shall provide swing space (revise building 247) for the museums.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Existing Conditions; G, RO

PART 2 PRODUCTS

2.1 SWING SPACE LOCATION

Building 247 is located within the historic district of Fort Riley and shall be used for as the museum swing space. The address is 247 Cameron Avenue. The building is 11,122 SF in size and is split east-west by a central utility corridor serving as utility space and mechanical room. On both sides of the utility corridor are a restroom and two storage rooms.

The south half of the building has no individual rooms outside of the central utility row of restroom and storage rooms. The north half of the building has had new rooms constructed and includes a work room on the west side; a large conference room on the north end; multiple office/support rooms in the northeast corner; and an open central area in addition to the restroom and two storage rooms in the central utility row. No changes need to be made to the floor plan.

2.2 NEW COMMUNICATION ROOM

The west most storage room on the north side shall be converted into a communications room and shall meet all the requirements of the I3A, Technical Criteria for the Installation Information Infrastructure Architecture, to include temperature control.

2.3 HISTORIC REQUIREMENTS

Building 247 is a historic building; all work done in the building shall comply with the Secretary of the Interior's Standards for the Treatment of Historic Properties. New openings in the original historic walls, interior or exterior, will require coordination with the government for approval.

Other impacts to historic material may also require coordination with the government for approval.

01 51 00.00 23 - 2

2.4 FINISHES

a. The majority of the floors in building 247 are painted concrete. A few areas are carpeted. The work room in the northwest corner of the building and the mechanical room have sealed concrete floors. All floors (except mechanical room) to be cleaned prior to move in of the museum staff.

b. Original building walls are painted plaster. Newer interior walls are painted gypsum board. All walls to be cleaned, prepped and painted, meeting the requirements called out in section 09 90 00.

c. There is a hole in the gypsum board ceiling of the conference room, approximately 3 SF. There is gypsum board water damage on the ceiling in the old saddle area, approximately 3 SF. Contractor shall repair the hole and water damaged area and repaint the ceiling. All ceilings currently painted shall be cleaned and repainted, meeting the requirements called out in section 09 90 00.

d. Existing paint should be considered to contain lead for purposes of worker safety. Abatement of lead paint is not required.

e. Remove and dispose of wood saddle racks in the old saddle display area in the NW corner of the building.

2.5 POWER AND VOICE/DATA CAPABILITIES

Each office work space, gift shop, and exhibit space shall be provided with power and voice/data capabilities to support government furnished telephones, computers, and monitors connected to the installations NIPRnet system. The contractor shall provide a work plan showing the proposed routing details for approval prior to starting any revisions.

2.6 TOILET FACILITIES

There are two existing toilet rooms in the building. No changes are needed except to resign both rooms as unisex restrooms and make one rest room ADA compliant.

2.7 DOORS

a. Exterior and interior door hardware shall be replaced and meet the requirements outlined in section 08 71 00. Door hardware for the west exterior door shall be salvaged and turned over to the government.

b. The new communications room shall have a securable door.

c. Install a securable door in the break room area in the north eastern corner will serve as an office.

d. Install panic hardware on two exterior double doors at the main entrance on the east side.

2.8 UTILITIES

The contractor shall install approximately 2100 LF of 72 strand fiber optic line from building 213 terminating in manhole 27A7. A 12 single mode fiber optic cable from manhole 27A7 to the new communications room in building

247. Specific manhole locations per attachment. The contractor shall than

01 51 00.00 23 - 3 install CAT6 cabling from the communications room to the designated offices in the northeast corner of the building (two offices) as well as the gift shop area in the north half of the building in support of voice and data requirements. See attached building floor plan. Installation shall conform to the criteria listed in section 01 10 00.00 23.

2.9 LIFE SAFETY

The building is currently protected with a sprinkler system, including the attic. The contractor shall replace all sprinkler heads and revise as needed to ensure compliance with the fire alarm and suppression systems outlined in the UFC (see UFC 3-600-01). The existing exterior doors from the north and south ends of the building shall be revised as needed to meet life safety requirements as required by the UFCs (see UFC 1-200-01 for more information).

2.10 EXTERIOR REPAIRS

The contractor shall demolish the existing wood entrance ramp, railing and screens in its entirety. The contractor shall replace the wood ramp with a new ramp meeting ADA requirements, including railing as appropriate. The new ramp shall use composite materials and not wood.

2.11 PARKING

Designate parking stall and sign for handicap accessibility. Restrict parking around ramp constructed at main entrance.

PART 3 EXECUTION

3.1 INSTALLATION

If this option is exercised, the contractor is responsible for moving furniture from buildings to be renovated to the swing space. The contractor shall move furniture back into the renovated facilities at the end of construction. Contractor is not responsible for moving personal items from this building to the swing space. The installation will be responsible for this portion of the move. The contractor is also not responsible for moving any artifacts or exhibits out of the renovated buildings or into building 247.

Attachments

Attachment 1 - Building Foor Plan

Attachment 2 - Manhole Locations

-- End of Section --

01 51 00.00 23 - 4

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TOP EL. 1139.455

SS MH #MLC-743

??" VCP E F/L OUT EL. 1138.632

6" VCP NW F/L IN EL. 1138.732

4" VCP W F/L IN EL. 1139.232

TOP EL. 1147.632

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GENERAL SHEET NOTES

SURVEY NOTES

ELEVATION: 1147.406

EASTING: 1658280.087

NORTHING: 267797.915

PROJECT CONTROL POINT "TP-103"5.

ELEVATION: 1145.888

EASTING: 1658217.787

NORTHING: 268195.997

PROJECT CONTROL POINT "TP-102"4.

ELEVATION: 1149.645

EASTING: 1658155.611

NORTHING: 267963.306

PROJECT CONTROL POINT "TP-101"3.

ELEVATION: 1144.457

EASTING: 1658381.775

NORTHING: 267894.173

PROJECT CONTROL POINT "TP-100"2.

VERTICAL DATUM: NAVD 88

GEOID: GEOID12A (CONUS)

ZONE: KANSAS NORTH 1501

DATUM: NAD 1983 (CONUS)

US STATE PLANE 19831.

A1 SCALE: 1" = 20'

EXISTING CONDITIONS

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APPROXIMATE LOCATION OF SENSITIVE AREA

LEGEND

CONTRACTING OFFICER.

COORDINATION WITH DPW SHALL BE THROUGH THE 5.

DAYS ADVANCE NOTICE OF CONSTRUCTION IN THIS AREA.

CONSERVATION BRANCH, CULTURAL RESOURCES) 21

PROVIDE DPW (ENVIRONMENTAL DIVISION, 4.

PARAGRAPH 3.4

CRITERIA STATED IN SPECIFICATION SECTION 01 57 19,

REFER TO "PROTECTION OF CULTURAL RESOURCES"

SENSITIVE AREAS ARE LOCATED IN THIS AREA. PLEASE 3.

CONSTRUCTION SHALL BE REPORTED TO THE COR.

SHOWN AND WHICH ARE DISCOVERED DURING

WITHIN THE PROJECT AREA. UTILITIES WHICH ARE NOT

ALL LOCATIONS AND SIZES OF THE EXISTING UTILITIES

RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY

ALL UTILITIES SHOWN ARE AS LOCATED. IT IS THE 2.

SEE SHEET G-005 FOR SURVEY LEGEND.1.

UTILITY TUNNEL

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BLDG

TREE TO BE REMOVED

(SEE NOTE 9)

APPROXIMATE LOCATION OF SENSITIVE AREA

THIS SHEET)

(SEE NOTE 9 ON

UTILITY TUNNEL

ABANDONDED

EXISTING

WALLS.

TO BE CAPPED AND SEALED FROM BUILDING EXTERIOR

FILLED WITH COMPACTED SUBGRADE. UTILITY LINE ACCESS

WITH 1'-6" THICK STONE SIDEWALLS TO BE REMOVED AND

9. EXISTING ABANDONDED UTILITY TUNNEL OF ±4'-0" X 4'-0"

OF THE CIRCLE.

ANY EXPOSURE OF SENSITIVE AREA LOCATED NORTH SIDE

INSTALLATION OF NEW HMA PAVEMENT IN THE EVENT OF

8. EXCAVATION SHALL BE REDUCED TO ±17" FOR THE

CONSTRUCTION AT ALL TIMES.

AND CLEAR OF DEBRIS FROM DEMOLITION AND

7. STREETS AND WALKWAYS AREAS SHALL BE KEPT CLEAN

DESIGNED ELEVATIONS.

ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO THE

FACILITIES SHALL BE FILLED AND COMPACTED IN

6. ALL CAVITIES CREATED BY THE REMOVAL OF EXISTING

ON NEW ALIGNMENT.

PLACEMENT IN THE SIMILAR LOCATION AND ORDER BASED

REMOVED AND STOCKPILED BY THE CONTRACTOR FOR

5. ALL EXISTING SIGNING WITHIN PROJECT LIMITS SHALL BE

PROJECT SPECIFICATIONS.

FROM THE PROJECT SITE IN STRICT ACCORDANCE WITH THE

4. ALL DEMOLITION RUBBLE SHALL BE PROMPTLY REMOVED

THAT ARE TO REMAIN IN PLACE.

ANY EXISTING STRUCTURES OR UNDERGROUND UTILITIES

AND ADJUSTMENTS DUE TO CONFLICTS OR GRADING TO

3. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE

CONTRACTING OFFICER.

DURING CONSTRUCTION SHALL BE REPORTED TO THE

UTILITIES WHICH ARE NOT SHOWN AND ARE DISCOVERED

IN THE VICINITY OF WORK PRIOR TO CONSTRUCTION.

LOCATIONS, ELEVATIONS, AND SIZES OF ALL SITE FEATURES

THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE

RILEY BASE MAPS AND FIELD MEASUREMENTS. IT SHALL BE

SHOWN ARE APPROXIMATE IN NATURE AND BASED ON FORT

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES AS

2. THE LOCATION OF THE EXISTING SITE FEATURES,

TO REMAIN WITHIN DEMOLITION BOUNDARY.

STAIRS, RAILS, WALLS TO ENTRY DOORS, AND MONUMENT

203 AND BUILDING 205 WITHIN DEMOLITION BOUNDARY. ALL

1. DEMOLISH ALL SIDEWALKS AND PAVING BETWEEN BUILDING

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N 1658249.28 E 268122.2399

N 1658226.64 E 268107.85

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N 1658512.27 E 267859.79

N 1658255.23 E 268300.08

N 1658264.13 E 268297.75

N 1658415.08 E 267883.70

N 1658448.99 E 267916.39

N 1658424.95 E 267923.30

N 1658453.45 E 267934.29

N 1658422.36 E 267978.32

N 1658457.11 E 268012.67

N 1658413.32 E 268014.58

N 1658439.15 E 268130.88

N 1658392.15 E 268153.94

N 1658396.39 E 268227.26

N 1658389.30 E 268235.95

N 1658411.74 E 268274.81

N 1658245.48 E 268304.16

N 1658411.03 E 268268.85

N 1658393.95 E 268239.74

N 1658401.04 E 268231.05

N 1658445.08 E 268131.78

N 1658463.04 E 268013.57

N 1658459.27 E 267932.84

N 1658454.81 E 267914.94

N 1658510.18 E 267865.42

N 1658407.61 E 267882.91

N 1658408.48 E 267919.64

N 1658338.47 E 267885.08

N 1658367.98 E 267863.45

N 1658374.72 E 267850.36

N 1658369.81 E 267806.91

N 1658391.43 E 267875.01

N 1658384.28 E 267871.42

N 1658377.10 E 267885.71

N 1658384.25 E 267889.31

N 1658363.52 E 267811.89

N 1658366.99 E 267847.93

N 1658361.42 E 267859.00

N 1658336.54 E 267877.29

N 1658277.15 E 267977.56

N 1658235.42 E 267985.55

N 1658236.53 E 267991.45

N 1658279.41 E 267983.24

N 1658305.05 E 268014.41

N 1658243.14 E 268026.27

N 1658245.00 E 268036.09

N 1658270.72 E 268031.17

N 1658280.54 E 268029.29

N 1658316.18 E 268020.92

N 1658358.14 E 268027.72

N 1658364.07 E 268026.75

N 1658361.07 E 268043.01

N 1658362.20 E 268048.90

N 1658368.10 E 268047.82

N 1658355.59 E 268050.11

N 1658354.46 E 268044.22

N 1658407.34 E 268040.65

N 1658408.29 E 268034.38

N 1658351.40 E 268028.25

N 1658339.07 E 268027.66

N 1658366.97 E 268041.93

N 1658420.27 E 267978.22

N 1658292.70 E 268055.51

N 1658286.94 E 268062.66

N 1658245.85 E 268104.45

N 1658251.78 E 268103.47

N 1658268.30 E 268189.28

N 1658269.43 E 268195.17

N 1658299.84 E 268183.21

N 1658309.66 E 268181.32

N 1658354.77 E 268177.98

N 1658353.67 E 268172.08

N 1658382.06 E 268152.62

N 1658372.09 E 268174.89

N 1658370.14 E 268212.72

N 1658364.18 E 268208.03

N 1658360.34 E 268212.80

N 1658367.06 E 268218.09

N 1658270.09 E 268289.05

N 1658286.92 E 268285.98

N 1658277.32 E 268267.87

N 1658305.95 E 268161.96

N 1658304.82 E 268156.0782

N 1658299.78 E 268129.7483

N 1658298.28 E 268121.8884

N 1658292.62 E 268092.3785

N 1658291.50 E 268086.4886

CALLOUTS

N 1658310.59 E 268186.19

N 1658372.09 E 268174.89

N 1658370.96 E 268169.00

N 1658339.58 E 267883.33

N 1658351.00 E 267878.98

N 1658322.35 E 267865.90

N 1658328.98 E 267855.89

N 1658301.78 E 267842.62

N 1658310.28 E 267832.76

WAY

DRIVE-

12'

D R

E W

A Y

12'

SIDEWALK.

OF NEW CURB AND GUTTER AND EDGE OF NEW

2. NORTHING AND EASTING VALUES OBTAINED FROM FACE

/STAGING AREA PRIOR TO START OF CONSTRUCTION.

CONTRACTING OFFICER FOR LOCATION OF LAYDOWN

CONTRACTOR SHALL COORDINATE WITH THE 1.

TO REMAIN

MONUMENT

REMAIN

STAIRS TOREMAIN

STAIRS TO

STAIRS TO REMAIN

SIDEWALK.

MATCH TO EXISTING

SIDEWALK

EXISTING

MATCH TO

M E

N D

M E

N T R

E V

E D E

N T

E S

H E

E T

13 PARKING STALLS (TYP.)

S E

T B

A C

T /F

DETAILS)

(SEE SHEET AE630 FOR

SIGN (TYPE MF-1)

NEW EXTERIOR BUILDING

A T

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C T N

C H

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K E

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A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:45:03 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/SITE DETAILS

A N

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CS501

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M O

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C S .d

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COLLAPSIBLE BOLLARD NOTES:

ELEVATION

LPHDHB AS MANUFACTURED BY TRAFFIC GUARD DIRECT.

2. DESIGN BASED ON COLLAPSIBLE BOLLARD MODEL

MANUFACTURER'S INSTRUCTIONS.

1. COLLAPSIBLE BOLLARD SHALL BE INSTALLED PER

CONC. CAP W/ TROWEL FINISH DOME

MIN WALL THICKNESS 0.23"

& FILLED W/ CONC.

PAINTED BROWN #10080

8"DIA. STL. PIPE,

SLOPE CONC.

EXPANSION JOINT

SURROUND W/

CONC. PIER

24" DIA.

EQ EQ

BOLLARD BASE

PIER

CONCRETE

18" DIA.

VERTICAL 37" LONG

FOUR #4 REBAR

TWO AT TOP.

ONE AT MIDDLE, AND

LAP. ONE AT BOTTOM,

HOOP TIES WITH 12"

#3 REBAR FOUR 15"

SUPPORT (TYP)

FORM FOR CAGE

#3 REBAR THRU THE

BOLLARD

COLLAPSIBLE

4"x6"x30"

CS501

VERTICAL REBAR

HOOP REBAR TIES

BOLLARD BASE

FLAT WASHER (TYP)

HEX NUT (TYP)

REBAR

SUPPORT

PIER

CONCRETE

18" DIA.

3/4"x12" L ANCHOR BOLT (TYP.)

VEHICLE BOLLARD

NOT TO SCALE

CS501

SECTION

NOT TO SCALE

COLLAPSABLE BOLLARD

NOT TO SCALE

CS501

D Q -1

-B -0

FINAL

G U

S T

M E

N D

M E

N T R

E V

E D E

N T

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H E

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S U

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:39:48 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/PLANTING DETAILS

A N

S I

LS501

N S

A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

N F

B U

E N

O V

A T

F O

R T R

E Y

K A

N S

L S .d

N A

B I

N A

B I

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D Q -1

-B -0

A N

G D

E T

PLANTING NOTES

MULCH, STAKES, WIRE AND ANY OTHER ELEMENTS NECESSARY TO INSTALL AS DETAILED.

10. THE PLANTING OF ANY PLANT MATERIAL WILL INCLUDE AS SUBSIDIARY ITEMS;

TO ACCOMPLISH SITE CONSTRUCTION OPERATIONS.

RELATED SITE WORK BEING PERFORMED BY OTHER CONTRACTORS AS REQUIRED

9. THE CONTRACTOR IS RESPONSIBLE FOR ANY COORDINATION WITH OTHER

IN NO CASE WILL SIZES LESS THAN THE SPECIFIED SIZES BE ACCEPTED.

8. SIZES INDICATED ON THE PLANT LIST ARE THE MINIMUM ACCEPTABLE SIZE.

SEE SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PLANTS.

LOCAL PRACTICE.

NORMAL PLANTING SEASON IN ACCORDANCE WITH WITH SPECIFICATIONS AND

REMOVED IMMEDIATELY AND REPLACED BY THE CONTRACTOR DURING THE NEXT

6. ANY PLANT MATERIAL WHICH DIES DURING THE GUARANTEE PERIOD SHALL BE

STATED IN THE SPECIFICATIONS.

5. CONTRACTOR SHALL GUARANTEE ALL WORK AND PLANT MATERIAL FOR PERIOD

LAYOUT APPROVED BY THE COR BEFORE PROCEEDING WITH THE INSTALLATION.

4. CONTRACTOR SHALL STAKE LAYOUT PLAN IN THE FIELD AND SHALL HAVE THE

THE LANDSCAPE ARCHITECT.

3. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS WITHOUT THE APPROVAL OF

DISCREPENCIES EXIST.

2. PLANT SYMBOLS ON PLAN TAKE PRECEDENCE OVER PLANT SCHEDULE IF

PER THE PROJECT SPECIFICATIONS.

1. ALL DISTURBED AREAS NOT SHOWN AS BEING LANDSCAPED SHALL BE SEEDED

12" MIN

2-PLY RUBBER HOSE

(UNDISTURBED)

SET TREE PLUMB & UPRIGHT

TYP SINGLE STEM TREE PLANTING DETAIL

NOT TO SCALE

NATIVE SOIL BACKFILL

PIT PRIOR TO PLANTING AND BACKFILL

SCARIFY SIDES AND BOTTOM OF PLANT

12 GAUGE, GALV. WIRE

3" HARDWOOD MULCH

6" EARTH MOUND

2 - 2" X 2" STEEL POSTS

FLAGS

TREE WRAP

PLACE OF GROWING

RELATIONSHIP TO GRADE AS

ROOT BALL - TOP TO BEAR SAME

KEY QTY BOTANICAL NAME COMMON NAME

PLANT LEGEND

B&B

BALL

ROOT

SIZE REMARKS

Quercus rubra Northern Red OakQR 2 1/2" Cp

12'-14' Ht

A U

G U

S T

M E

N D

M E

N T R

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E D E

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H E

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C B

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X .4

Y .2

Z .4

E E

A C

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S O

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S U

B M

T E

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C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg10:33:30 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/UTILITY PLAN

A N

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A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

N F

B U

E N

O V

A T

F O

R T R

E Y

K A

N S

C U

N A

B I

N A

B I

D R

A W

G C

O D

E N

A M

D E

N B

E R

G E

A L

O E

Y P

L A

(TYP.)

UNDISTURBED

MAIN TO REMAIN

EXISTING GAS

CU100

D Q -1

-B -0

20' 40'0

A1 SCALE: 1" = 20'

UTILITY PLAN

FINAL

(REFER TO PLAN, MH110)

NEW EXTERIOR HVAC UNITS

HENRY AVE

S H

E R

A N A

V E

C U S T E

R A

V E

E=268233.04

N=1658404.58

HYDRANT

EXISTING FIRE

RELOCATED

(TYP.)

UNDISTURBED

MAIN TO REMAIN

SANITARY SEWER

EXISTING

3 3

E=268205.65

N=1658396.82

WATER VALVE

EXISTING

RELOCATED

E=268119.21

N=1658387.74

INDICATOR VALVE

EXISTING POST

RELOCATED

E=268117.99

N=1658394.12

WATER VALVE

EXISTING

RELOCATED

SERVICE LINE

INSTALL 4" WATER

SERVICE LINE

INSTALL 8" WATER

SHEET KEYNOTES

ELEVATION

3. RESET GAS VALVE COVER TO NEW SURFACE

ELEVATION

RESET WATER VALVE COVER TO NEW SURFACE 2.

ELEVATION

RESET MANHOLE COVER TO NEW SURFACE 1.

A U

G U

S T

E=268290.10

N=1658290.30

CURB INLET

EXISTING

RELOCATED

INLET

SURFACE

EXISTING

RESET

M E

N D

M E

N T R

E V

E D E

N T

E S

H E

E T

BLDG

UTILITIES PRIOR TO CONSTRUCTION.

DETERMINE THE EXACT LOCATION OF ALL EXISTING

NATURE. THE CONTRACTOR SHALL FIELD VERIFY AND

EXISTING UTILITIES SHOWN ARE APPROXIMATE IN 1.

E=267872.42

N=1658339.85

HYDRANT

EXISTING FIRE

RELOCATED

LINE

SERVICE

WATER

INSTALL 8"

A T

N N

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M A

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B M

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D B

D A

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C O

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R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:36:30 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/UTILITY DETAILS

A N

S I

N S

A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

N F

B U

E N

O V

A T

F O

R T R

E Y

K A

N S

C U

N A

B I

N A

B I

D R

A W

G C

O D

E N

A M

D E

N B

E R

G E

A L

O E

CU501

Y D

E T

EQUAL

APPROVED

NO. 2195 OR

CLAY & BAILEY

D Q -1

-B -0

G U

S T

CU501

VALVE BOX DETAILS

NOT TO SCALE

APPROVED EQUAL

NO. 2196 OR

CLAY & BAILEY

A LV

A TE

A LV

VALVE SETTINGS

REQUIRED FOR

6" C.I.P. AS

OPEN AREASPAVEMENT

NOTE: NO SCREW TYPE MAY BE USED

OR OTHER PAVED AREA

A CONCRETE DISK 3' IN DIA x 8" THICK

CAST AROUND THE TOP OF EACH VALVE BOX

FIRE HYDRANT

NOT TO SCALE

CU501

MATERIAL

SATISFACTORY

SEE PAVING DETAILS

BELOW GRADE

WARNING TAPE 12"

SUBGRADE

6" COMPACTED

GRANULAR MATERIAL

INITIAL BACKFILL

CL. I BEDDING

4"-6"

SPRINGLINE

4"-6"

6" TOPSOIL

BELOW GRADE

WARNING TAPE 12"

SATISFACTORY MATERIAL

GRANULAR MATERIAL

(FOR NON-METALLIC PIPE ONLY)

TRACER WIRE 6" ABOVE PIPE

INITIAL BACKFILL

COMPACTED

BACKFILL

SPRINGLINE

CL. I BEDDING

PIPE ONLY)

PIPE (FOR NON-METALLIC

TRACER WIRE 6" ABOVE

GRADE

FINISH

SECTIONAL VIEW

PLAN VIEW

BLOCKING

CONCRETE

LIMIT OF EXCAVATION

NEW VALVE

NEW PIPE

CONCRETE

SUPPORT

1'-0"

NEW TAPPING SLEEVE

NEW PIPE

EXISTING PIPE

TAPPING MACHINE

AS REQUIRED FOR

LIMIT OF EXCAVATION

T A

P P

R O

SWITCH

TAMPER

CABLE TO PIV.

ANCHER

JOINT

EXPANSION

GROUND LINE

TYPICAL TRENCH DETAIL

NOT TO SCALE

TRENCH AT PAVEMENT

NOT TO SCALE

POST INDICATOR VALVE

NOT TO SCALE

VALVE INSTALLATION DEATIL

TAPPING SLEEVE AND

NOT TO SCALE

PIV SHALL BE 36" TO FINISHED GRADE.

TO CENTER OF LARGEST OUTLET, TO FINISHED GRADE.

2. FIRE HYDRANT SHALL BE A MINIMUM OF 18" MEASURED

NUMBER ON THE BACK OF IT.

"RUSTOLEUM SAFETY YELLOW" AND STENCIL HYDRANT

1. CONTRACTOR TO PAINT BARREL OF FIRE HYDRANT

NOTES:

GROUND LINE

WATER MAIN

THRUST BLOCK

PROVIDE CONCRETE

ROCK

CRUSHED

20 CU. FT

IN HOSE CONNECTIONS2

12-2

GROUND LINE

HOLES OPEN.

BARREL. KEEP WEEP

DRAINAGE OF HYDRANT

PROVIDE FOR PROPER

CONNECTION

" PUMPER2

11-4

4 FT MIN.

7 FT MAX.

M A

M E

N D

M E

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E V

E D E

N T

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H E

A T

N N

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N E

D B

D E

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M A

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S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg10:35:01 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/PAVING PLAN

A N

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CP100

N S

A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

N F

B U

E N

O V

A T

F O

R T R

E Y

K A

N S

C P .d

N A

B I

N A

B I

D R

A W

G C

O D

E N

A M

G P

L A

D E

N B

E R

G E

A L

O E

W E

BLDG

HOT MIX ASPHALT

D Q -1

-B -0

SHEET LEGEND

20' 40'0

A1 SCALE: 1" = 20'

PAVING PLAN

FINAL

HENRY AVE

S H

E R

A N A

V E

C U S T E

R A

V E

CONCRETE SIDEWALK

R 4'-

6' -0

6'-0"

10'-0"

R 40'-0"

R '-0

R 4'-

R '-0

R 48'-0"

R '-0

'-0

R 180'-0"

6'-0"

6' -0

6'-0"

8'-0"

10'-0"

6'-0"

(TRUCK ACCESS)

CONCRETE SIDEWALK

'-0

A U

G U

S T

'-0

R '-0

6'-0"

A M

E N

D M

E N

T R

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E D E

N T

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H E

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A T

N N

D E

N E

D B

D E

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M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg9:42:34 AM 8/29/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/PAVEMENT SECTIONS

A N

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CP501

N S

A S C

M O

E T

H S

T R

E E

K A

N S

A S C

Y D

T R

N F

B U

E N

O V

A T

F O

R T R

E Y

K A

N S

C P .d

N A

B I

N A

B I

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G C

O D

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A M

V E

M E

N T S

E C

N S

D E

N B

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G E

A L

O E

W E

4 IN OF PORTLAND CEMENT CONCRETE

HOT MIX ASPHALT (TYPICAL)

NOT TO SCALE

SIDEWALK (TYPICAL)

NOT TO SCALE

*WIDTH VARIES

D Q -1

-B -0

PAVEMENT INTERFACE

NOT TO SCALE

FINAL

A1 SCALE: NTS

WALK TYPICAL SECTION

WALK WIDTH

4" AGGREGATE BASE COURSE

4" COMPACTED SUBGRADE

SLOPE 2%

A4 SCALE: NTS

SIDEWALK JOINT DETAILS

L K D

E P

T H

JOINT SEALANT

JOINT FILLER

NON-EXTRUDING

PREFORMED

BREAKER TAPE

OR BOND

BACKER ROD OR

1/8" R

1/2"

T O /4

3/16"

1/8" MIN.

1/8" R

CONTRACTION JOINT EXPANSION JOINT

SIDEWALK AND CURB TYPICAL SECTION

SCALE: NTS

INTERSECTION

FILLET RADIUS AS

SHOWN ON SITE PLAN.

INTERSECTION

INTERSECTION INTERSECTION

TWO WALKS, BOTH 8' OR WIDER

JOINT SPACING FOR STRAIGHT RUNS

CONTRACTION JOINT SPACING

TRANSVERSEWIDTH

WALK

10'

12' 5'

5' NOT REQUIRED

NOT REQUIRED

LONGITUDINAL

6' 42' MAX.

40' MAX.

42' MAX.

40' MAX.

JOINT SPACING

EXPANISON

NOTE:

EXPANSION JOINT (TYP.)

CONTRACTION JOINT (TYP.)

CONC. CURB & GUTTER

EXPANSION JOINT

INTERSECTION

W/6' DBL. PURP. WALK

SINGLE PURP. WALK

W/4' OR 6' WALK

8', 10', OR 12' WALK

W/8', 10', OR 12' DBL. PURP. WALK

8', 10', OR 12' SINGLE PURP. WALK

OR 12' WALK

4' OR 6' WALK WITH 8', 10'

THE SIDEWALK LONGITUDINALLY.

EXPANSION JOINTS SHALL NOT BE REQUIRED BETWEEN CURBS THAT ABUT 2.

WALK AND CURB WHERE WALK ABUTS CONCRETE CURB AND GUTTER

TRANSVERSE EXPANSION JOINTS SHALL BE CONTINOUS THROUGH BOTH 1.

NOTES:

4 IN AGGREGATE BASE COURSE

TACK COAT

PRIME COAT

2 IN ASPHALT CONCRETE SURFACE COURSE

4 IN ASPHALTIC CONCRETE BASE COURSE

* NOTE: REFER TO CS SHEET(S) FOR SIDEWALK WIDTHS

(MIN. 7 IN, WHERE NEEDED)

9 IN GRADED CRUSHED AB-3 AGGREGATE

(MIN. 4 IN, WHERE NEEDED)

6 IN MOISTURE CONDITIONED AND COMPACTED SUBGRADE OR SELECT GRANULAR FILL

6 IN SUBGRADE (NATIVE CLAY)

NEW ASPHALT PAVEMENT

NEW ASPHALT

SURFACE COURSE

2 FT

1 FT 1 FT

EXISTING ASPHALT PAVEMENT

SAWCUT AND

ASPHALT

EXISTING

COURSE

EXISTING BASE

COURSE

EXISTING SUBBASE

EXISTING SUBGRADENEW SUBGRADE

NEW SUBBASE COURSE

INTERM. COURSE

COURSE

NEW BASE

NEW ASPHALT

TACK COAT

7 IN OF PORTLAND CEMENT CONCRETE

*WIDTH VARIES

4 IN AGGREGATE BASE COURSE

* NOTE: REFER TO CS SHEET(S) FOR SIDEWALK WIDTHS

OR SELECT GRANULAR FILL

8 IN SUBGRADE (NATIVE CLAY)

4 IN AGGREGATE SUBBASE COURSE

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OR GREATER)

DRIVEWAY (10' WIDTH

CONC. SIDEWALK /

NOT TO SCALE

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US Army Corps

U .S

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D Q -1

-B -0

Y P

W H

SPACE 2'-0" (TYP.)

STRIPE 2'-0" (TYP.)

INTEGRAL CURB

CURB AND GUTTER OR

MATCH GEOMETRY OF

CURB

GUTTER OR INTEGRAL

CONCRETE CURB AND

3.5'

2.0'

0.65" MIN

1.6" TO 2.4"

T O .4

COMPACTED SUBGRADE

CONC. WALK6' RAMP

SLOPE 1" PER FOOT

RAMP BEYOND

TAPERED SIDE

CONT. 1/2" EXP.

JOINT @ RAMP

GUTTER

CURB &

BASE COURSE

6" SUBBASE

6" CURB AND GUTTER

W A

R A

M P

YP.

TAPER

SMOOTH

ROUNDED

TRANSI

BETW

EEN

ALK

AND

RAMP

NOTES:

INSTALLED 5'-6" FROM FINISH GRADE.

BOTTOM OF ALL OTHER SIGNS SHALL BE

BE INSTALLED 48" FROM FINISH GRADE.

4. BOTTOM OF REMOTE FDC SIGN SHALL

(TYP)

3. SIGN GAUGE SHALL BE 12 (0.080 INCH)

SOIL AND SEED.

THE GROUND LEVEL. COVER WITH TOP

WITH A CONCRETE BASE UP TO 4" BELOW

SIGN POST(S) ONE FOOT BELOW GROUND

FOOTING PER SECTION 03 30 53. BRACE

2. POSTS SHALL HAVE A CONCRETE

FINISHED GRADE.

BREAK-AWAY LOCATED 10" ABOVE

U-CHANNEL POST. POSTS SHALL HAVE A

1. SIGNS SHALL BE MOUNTED ON STEEL

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V A

GALV STEEL SIGN POST

DARK BROWN (FSC 0059)

FINISH GRADE

PAVEMENT OR

STEEL SLEEVE

8" CONCRETE BASE

RADIUS CORNERS

1'-0"

10"4"

'-6

20"

WHITE PAINTWHITE PAINT

BLUE PAINT

O F P

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T O E

D G

A5 SCALE: NTS A8 SCALE: NTS

C8 SCALE: NTS

D1 SCALE: NTS D3 SCALE: NTS D5 SCALE: NTS

TAPER CURB DETAIL SIGNS CROSSWALK STRIPING DETAIL

DOME SPACING

HANDICAP PARKING SYMBOL

RAMP WITH WALK

AT HANDICAPPED PARKING

TYPICAL HANDICAP LOT STRIPING DETAIL

SCALE: 3/16" = 1'

9.0' (TYP.)

9.0' (TYP.) 9.0' (TYP.)

SEE PLANS

VARIESTRAFFIC PAINT

SPACES WITH WHITE

STRIPE ALL VEHICLE

PAINTED ISLAND

1.0' R

DETECTABLE WARNING

SHEET

DETAILS THIS

RAMP - SEE

SIDEWALK

GUTTER

CURB &

NOTE: ALL PAVEMENT MARKINGS ARE 4" WIDE AND WHITE UNLESS NOTED OTHERWISE.

SIDEWALK AND CURB TYPICAL SECTION

SCALE: NTS

WIDTH VARIES SEE LAYOUT PLAN

FLUSH

EXPANSION JOINT

CONCRETE

IN TURF AREAS

3/4" CHAMFER

TURF AREAS

FINISH GRADE

SUBBASE

4" COMPACTED

GUTTER

CURB AND

CONCRETE

REQUIRED BY PLANS

SLOPE 2% OR AS

CONCRETE CURB AND GUTTER

SCALE: NTS

R O F F

L E T

F8 SCALE: NTS

PAVEMENT JOINT DETAILS

PAVEMENT JOINT

90 DEGREE ANGLE

EDGE OF FILLET AT

JTS TO INTERSECT

JOINT

PAVEMENT

P A V E

M E N T

E D

G E O

90 DEGREE ANGLE

EDGE AT

JTS TO INTERSECT

EXPANSION JOINTS (TYP. OF 3)

5/8" DIA. SMOOTH DOWELS AT

4" R

3" R

1 3/4"

24"

4"8"8"

5/8" per FT

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®of Engineers

US Army Corps

U .S

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EXISTING

LIMESTONE WALL

1/2" Ø X4 1/2"

EMBEDMENT A307

BOLT WITH (HILTI

HIT-HY 70)

ADHEHESIVE

EXISTING 2X8 JOIST

ATTIC FLOOR - ONE LAYER

OF 3/4" BOARDS

2" MIN TYP

1/4" X3" PL STRAP ANCHOR W/

(6) 1/4" Ø LAG SCREWS, 3"

PENETRATION IN JOIST, PLACE

STRAP AT ALL JOISTS

1/2" Ø X4 1/2"

EMBEDMENT A307

BOLT WITH (HILTI

HIT-HY 70)

ADHEHESIVE

EXISTING 2X8 JOIST

3/4" WOOD DECK

3 ROWS OF 8d COMMON

WIRE NAILS AT 1 1/2" O.C.

1/4" X4" PL STRAP ANCHOR 2'-0"

O.C. W/ ANCHOR BOLTS AND 12

NAILS

EXISTING

LIMESTONE

WALL

1/2"

NOTE - PROVIDE THIS DETAIL AROUND THE

PERIMETER OF THE CLOCK TOWER (DETAIL E1/SE710

NOT REQUIRED AT CLOCK TOWER).

TYP

2" MIN

SLOPE VARIES

ROOF DECK

2" X 6" RIDGE BEAM

PL 3" X 1/4" X 19"

EACH SIDE OF JOIST

2" X 6" OR 2" X 8" RAFTER

2 LAYERS OF 3/4" WOOD DECK

18" THICK STONEWALL

2" X 6" RAFTER

(6) - 5/8" BOLTS

3" X 3" X 1/4"

ANGLE EACH SIDE

2 1/2 " 1"4"

4 1/2 "

4 1/2" X 9 1/2"

EXISTING

WOOD BEAM

EXISTING 3" X 12" JOIST @ 16"

(2) - 1/2" DIA A307

THREADED RODS W/ HILTI

HIT - HY 70 ADHESIVE OR

APPROVED EQUAL.

EMBED 4 1/2" MIN

INTERIOR FINISH. REMOVE AND

REPLACE IN KIND AS

NECESSARY FOR CONNECTION

INSTALLATION

L3 X 3 X 1/4

5/8" BOLTS (ASTM A307)

(2) - 1/2" BOLTS (ASTM A307)

(2) - 1/2" DIA A307 BOLTS

EXISTING

3" X 12" JOIST 1 1/2 " MAX

EXISTING LIMESTONE WALL

INTERIOR FINISH. REMOVE AND

REPLACE IN KIND AS NECESSARY

FOR CONNECTION INSTALLATION

L5X3X1/4 EACH SIDE

OF BUILT-UP BEAM

EXISTING 3"X12" JOIST PLUS

NEW 1 3/4" X11 7/8" LVL

(2) 1/2" DIA A307 THREADED

RODS W/ HILTI HIT - HY 70

ADHESIVE OR APPROVED EQUAL,

EACH ANGLE. EMBED 4 1/2" MIN.

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BLDG 205

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1' 2'0 6"

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B1 SCALE: 1 1/2" = 1' 1' 2'0 6"

SECTION

B5 SCALE: 1 1/2" = 1' 1' 2'0 6" 1' 2'0 6"

1' 2'0 6"

SECTION

SCALE: 1 1/2" = 1'E5 E8 SCALE: 1 1/2" = 1' 1' 2'0 6"

SECTION

TO JOISTS AT PERIMETER WALLS

CONNECTION PERPENDICULAR

TYP THIRD FLOOR AT/FP

AT WOOD ROOF BEAM

TYP ROOF RAFTER AT/FP CONNECTION

A N

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SCALE: 1 1/2" = 1'

D Q -1

-B -0

FINAL

A U

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S T

PARALLEL TO JOISTS AT PERIMETER WALLS

TYP THIRD FLOOR AT/FP CONNECTION

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US Army Corps

U .S

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EXISTING WOOD 2X12

OR 2X10 JOIST

(2) LAYERS OF

3/4" BOARDS

EXISTING

LIMESTONE

WALL

8 1/2 5 1/2

5/8" ø BOLT @ 6" O.C.

(2) LAYERS OF

3/4" BOARDS

JOIST PARALLEL TO WALL

EXISTING

LIMESTONE

WALL

1/4"PLATE X 3" X

NEAR SIDE AND

FAR SIDE OF JOIST

2"X6" SPF WOOD RAFTERS

EXISTING 2X8

WOOD PLATE

18" EXISTING

LIMESTONE WALL

18" EXISTING

LIMESTONE WALL

(2) 3"X5"X1/4"

STEEL ANGLE

(4) 5/8" BOLTS

(2) 3"X5"X1/4"

STEEL ANGLE

HILTY HIT-HI 70

SPECIFICATIONS

FOR HAS THREADED

ROD IN STONE WALLS

NOTE:

DIAMETER (d), SPACING (s), AND EMBEDMENT

LENGTH (h) AS SPECIFIED IN THE DRAWINGS.

3 1/2 " d h

5/8" ø BOLT @ 6" O.C.

(2) LAYERS OF

3/4" BOARDS

JOIST PARALLEL TO WALL

L 8X4X7/16

EXISTING

LIMESTONE

WALL

LATH & PLASTER CEILING

REMOVE & REPLACE IN KIND

AS REQ'D FOR CHANNEL AND

BOLT INSTALLATION

*FIELD VERIFY THAT THESE DIMENSIONS AND ANGLE SIZE WORKS WITH EXISTING CONDITION.

L 3X5X1/4

CONTINUOUS

LATH & PLASTER CEILING

REMOVE & REPLACE IN KIND

AS REQ'D FOR BOLT

INSTALLATION

1/2" Ø X4 1/2" EMBEDMENT ADHESIVE

ANCHOR NEAR SIDE AND FAR SIDE OF

JOIST. ASTM A307 (HILTI HIT-HY 70)

PLACE ANCHORS 4" FROM JOIST

1/2" ø X4 1/2" EMBEDMENT

ADHESIVE ANCHOR ASTM A307

HILTI HIT HY-70 SPACE 6" O.C.

C6X13 CONTINUOUS COLLECTOR

1/2" ø X4 1/2" EMBEDMENT

ADHESIVE ANCHOR ASTM A307

HILTI HIT HY-70 SPACE 2'-0" O.C.

LATH & PLASTER CEILING REMOVE

AND REPLACE IN KIND AS REQ'D

FOR JOIST ANCHOR INSTALLATION

(2) 1/2" DIA A307 BOLTS

(2) 1/2" @ 4" O.C.

THREADED ANCHOR

ROD HILTI HIT-HY 70

ASTM 307, 4 1/2"

MIN. EMBEDMENT

IN STONE WALL

MIN

6" MIN

7/16"X9" PL

5/16" 10

HSS 8X6X3/8

(3/16)

NOTE - INFORMATION SHOWN IS PLAN EAST OF NEW W8X10.

(L4X3 & 5/8" DIA BOLTS NOT SHOWN FOR CLARITY.)

(3/16)

1/2" GUSSET PL W/ (13)

3/4" DIA A307 THREADED

ANCHORS W/ HILTI HIT-HY

70 ADHESIVE OR

APPROVED EQUAL,

EMBED 6 3/4" MIN INTO

LIMESTONE

NEW TREATED

2X6

SEE BELOW FOR

ANCHORS (TYP)

2"X6" WOOD RAFTERS

WT4X20

10"

3/16"

NOTE - PROVIDE THIS DETAIL WITH CURVED ANGLES AROUND THE PERIMETER OF THE

CLOCK TOWER (DETAIL E1/SE711 NOT REQUIRED AT CLOCK TOWER). SET BOLTS/ANCHORS

CENTERED BETWEEN EXISTING WOOD JOISTS, 2'-0" MAXIMUM SPACING.

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BLDG 205

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1' 2'0 6"

A L A

T /F

P C

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C T

N S

E C

N S

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

TOP VIEW

B1 SCALE: 1 1/2" = 1' 1' 2'0 6"

SECTION

A N

D F

L O

O R F

R A

G S

E C

N S

E8 SCALE: 1 1/2" = 1'

CONNECTION AT PERIMETER WALLS

TYP ROOF TRUSS AT/FP

SCALE: 1 1/2" = 1'E4

PERPENDICULAR TO JOISTS AT PERIMETER WALLS

FIRST & SECOND FLOOR TYP AT/FP CONNECTION

E1 SCALE: 1 1/2" = 1'

D Q -1

-B -0

A7 SCALE: 1 1/2" = 1' 1' 2'0 6"

SECTION

FINAL

B U

S H

C E

D A

R H

O L

M A

U G

U S

JOISTS AT PERIMETER WALLS

AT/FP CONNECTION PARALLEL TO

FIRST & SECOND FLOOR TYP

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US Army Corps

U .S

A R

M Y C

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P S O

F E

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R S

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BLDG 205

N A

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EXHIBIT AREA C

EXISTING

CORRIDOR

EXHIBIT AREA B

EXHIBIT AREA A

VESTIBULE

GIFT SHOP

ELEVATOR

E-1

2 2

4 4

SCALE: 1/8" = 1' 0 8'4' 16'

BUILDING 205 FIRST FLOOR DEMOLITION PLAN

GENERAL SHEET NOTES

SHEET LEGEND

RE: KEY NOTES.

DEMOLISH/DECONSTRUCT

EXISTING FIRE PLACES.

PRESERVE AND PROTECT

SHEET KEY NOTES

A W

G C

O D

E N

A M

D Q -1

-B -0

PUBLIC WORKS OFFICE.

THE WOOD FLOOR TO FT. RILEY'S

PRESERVE AND TURN OVER

NEW ELEVATOR SHAFT.

THE INSTALLATION OF THE

EXISTING WOOD FLOOR FOR

CAREFULLY REMOVE THE

WOMENS

MENS

10 8

AE300

M O

N P

L A

S T F

L O

O R

18,843 GSF.

EXISTING GROSS BUILDING SQUARE FOOTAGE: 6.

REMOVED. REPLACE IN KIND.

FLOOR WALLS ARE TO BE OR HAVE BEEN

CEILING AT LOCATIONS WHERE EXISTING FIRST

CONTINUOUS THE EXISTING PLASTER AND LATH

OF STRUCTURAL SYSTEMS. PATCH AND MAKE

CEILING MAY NEED TO BE REMOVED FOR RETROFIT

WHERE PORTIONS OF EXISTING PLASTER AND LATH

SEE STRUCTURAL DRAWINGS FOR LOCATIONS 5.

FOR ADDITIONAL DEMOLITION INFORMATION.

TELECOMMUNICATIONS, MECHANICAL, PLUMBING

RE: TO CIVIL, STRUCTURAL, ELECTRICAL, 4.

DIRECTION ON HOW TO PROCEED.

CONTRACTING OFFICER'S REPRESENTIVE FOR

BROUGHT TO THE ATTENTION OF THE

THAT IS DAMAGED BEYOND REPAIR SHALL BE

BE REFINISHED. ANY WINDOW THAT HAS WOOD

DISPLAYS ARE INSTALLED. THESE WINDOWS SHALL

WILL WILL REMAIN UNCOVERED AFTER THE NEW

EXISTING DISPLAYS/CASES ARE DEMOLISHED AND

WINDOWS THAT WILL BE UNCOVERED WHEN THE

WITH THE DESIGNATION W-8 AND W-14 ARE

BASEBOARD, DOOR AND WINDOW TRIM. WINDOWS

PROTECT, CLEAN AND PRESERVE ALL EXISTING

APPLICATION OF NEW FINISH MATERIALS.

TESTED. PREP SURFACES FOR PAINT OR

CONTAINS LEAD AS THE PAINT HAS NOT BEEN

OF THE THIRD FLOOR. ASSUME ALL PAINT

SECOND FLOOR AND THE NORTH AND SOUTH ENDS

CLEAN UP/REMOVE ALL FLAKING PAINT ON THE 3.

THE CONTRACTOR.

THESE DRAWINGS SHALL BE FIELD VERIFIED BY

EXISTING CONDITIONS, DIMENSIONS SHOWN ON 2.

OF HISTORIC PROPERTIES.

STANDARD AND GUIDELINES FOR REHABILITATION

CONFORM TO THE SECRETARY OF INTERIOR'S

ALL WORK ON THIS HISTORIC BUILDING SHALL 1.

A U

G U

S T

REPRESENTATIVE.

DESIGNATED BY THE CONTRACTING OFFICER'S

AND FRAME. STORE ON SITE AT A LOCATION

THE INSTALLATION OF AN ATFP COMPLIANT DOOR

REMOVE EXISTING DOOR AND FRAME, PREP FOR 11.

TO DPW FOR REUSE.

REMOVE DISPLAY CASES PROTECT AND TURN OVER 10.

DPW FOR REUSE.

ON THIS SHEET. TURN THE REMOVED PORTION TO

TO REMAIN AFTER REMOVING THE PORTION SHOWN

REFINISH THE END OF THE EXISTING DISPLAY CASE 9.

INTERIORS FOR NEW LOCATION.

DISPLAY CASES WITHIN THE GIFT SHOP. SEE

REMOVE PROTECT AND RELOCATE EXISTING 8.

DRAWINGS.

METAL IS ACCEPTABLE UPON APPROVAL OF SHOP

REQUIRED. STICK BUILT WOOD OR PREFABRICATED

RUNS EXCEEDS 6" THEREFORE HANDRAILS WILL BE

HAVE A 150LB PER SQ. FT. CAPACITY. BOTH RAMP

ADA/ABA COMPLIANT RAMPS. THE RAMPS SHALL

DEMOLISH EXISTING RAMPS AND REPLACE WITH AN 7.

FINISHES.

PATCH, SAND, PREP FOR APPLICATION OF NEW

AND FLAKING PAINT ON THE THIRD FLOOR. CLEAN,

FLAKING PAINT ON THE FIRST AND SECOND FLOORS,

TO VINYL WALL COVERINGS, WALL PAPER, AND

WALL FINISHES CONSIST OF BUT ARE NOT LIMITED

REMOVE EXISTING FLOOR AND WALL FINISHES. 6.

FIREPLACES.

PRESERVE AND PROTECT THE EXISTING 5.

AND UTILITIES ASSOCIATED WITH THE DISPLAYS.

DEMOLISH EXISTING DISPLAYS AND DISPLAY CASES, 4.

PLUMBING.

OF THE NEW MEN AND WOMEN'S TOILETS. RE:

FLOOR FINISHES. PREP AREA FOR CONSTRUCTION

NEW FIXTURE INFORMATION. REMOVE EXISTING

NEW FIXTURES. REFER TO PLUMBING SHEETS FOR

PIPING IN PREPARATION OF THE INSTALLATION OF

AND DISPOSE OF EXISTING FIXTURES, AND CAP

DEMOLISH EXISTING TOILET PARTITIONS. REMOVE 3.

REMOVE EXISTING PARTITION WALL.2.

MACHINERY. PATCH FLOOR PER STRUCTURAL.

DEMOLISH EXISTING ELEVATOR, SHAFT AND 1.

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US Army Corps

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5'-1 11/16 "5'-1 11/16 "

DS: AEC_Screen.dscript.dscriptPD: AEC_pdf.pltcfg12:31:44 PM 8/24/2017 pw://COE-NWKPWP50KAN.nwk.ds.usace.army.mil:PWNWK500/Documents/Military/Fort Riley, Kansas/Building 205 and 207 Renovation/06.0 Engineering & Design Building 205/6.1 CADD Drawings/CAD_BIM/_Sheets/R454680_205_AE410

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BLDG 205

0 2'1' 4' 2 1

0 2'1' 4'

ENLARGED RESTROOM PLAN ENLARGED RESTROOM PLAN

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W-11

W-5

W-11

S6m

S6m m2

S4 m2

S3 m2

S6 m2

S3 m2

0 2'1' 4'

ENLARGED ELEVATOR/MACHINE ROOM PLAN

"8 77'-8

7'-4"

8'-8"

"8 78'-8

7'-4"

6'-10"

9'-3"

6'-9"

"8 11'-

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5'-0"

3'-0"

"±8 16'-6

5'-1"

SHEET LEGEND

RESISTANT.

SHALL BE WATER PROOF AND CHEMICAL

JANITOR'S CLOSET. THE COVERING

THE EXISTING WOOD FLOOR IN THE NEW

PLACE A PROTECTIVE COVERING OVER

TOP OF THIS PROTECTIVE COVERING.

EQUIPMENT SHALL BE INSTALLED ON

HYDRAULIC OIL. THE MACHINE ROOM

COVERING SHALL BE RESISTANT TO

NEW ELEVATOR MACHINE ROOM. THE

THE EXISTING WOOD FLOOR IN THE

PLACE A PROTECTIVE COVERING OVER

S6m

RESTROOM

202A

JANITOR

202B

DIRECTOR'S OFFICE

S4m

18,843 GSF.

EXISTING GROSS BUILDING SQUARE FOOTAGE: 6.

FOR ADDITIONAL DEMOLITION INFORMATION.

TELECOMMUNICATIONS, MECHANICAL, PLUMBING

RE: TO CIVIL, STRUCTURAL, ELECTRICAL, 5.

REINSTALLED.

BY THE CONTRACTOR UNTIL THE ITEMS CAN BE

BE REINSTALLED SHALL BE STORED AND SECURED

OVER TO PW. ANY HISTORIC SALVAGED ITEMS TO

ALL HISTORIC SALVAGED ITEMS ARE TO BE TURNED 4.

BASEBOARD, DOOR AND WINDOW TRIM.

PROTECT, CLEAN AND PRESERVE ALL EXISTING

APPLICATION OF NEW FINISH MATERIALS.

TESTED. PREP SURFACES FOR PAINT OR

CONTAINS LEAD AS THE PAINT HAS NOT BEEN

OF THE THIRD FLOOR. ASSUME ALL PAINT

SECOND FLOOR AND THE NORTH AND SOUTH ENDS

CLEAN UP/REMOVE ALL FLAKING PAINT FROM THE 3.

THE CONTRACTOR.

THESE DRAWINGS SHALL BE FIELD VERIFIED BY

EXISTING CONDITIONS, DIMENSIONS SHOWN ON 2.

OF HISTORIC PROPERTIES.

STANDARD AND GUIDELINES FOR REHABILITATION

CONFORM TO THE SECRETARY OF INTERIOR'S

ALL WORK ON THIS HISTORIC BUILDING SHALL 1.

E-1

ELEVATOR EQUIP

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FIRE EXTINGUISHER HOOK.5.

TO BE DETERMINED IN THE FIELD.

MOUNTED 48" ABOVE FINISHED FLOOR. LOCATION

COAT HOOK, BHMA PRODUCT CLASS L03111, 4.

PUSH PAD FOR POWER OPERATED DOOR.3.

CHANGING STATION.

RECESSED WALL MOUNTED STAINLESS STEEL BABY 2

METAL STUD, 3" RIGID FOIL BACKED INSULATION.

NEW FURRED WALL. 5/8" GYPSUM BOARD, 3 5/8" 1

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SHEET ID

®of Engineers

US Army Corps

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HVAC SYSTEMS SEQUENCE OF OPERATION

OPERATION. ALL SOFTWARE SHALL BE NON-PROPRIETARY.

BUILDING MECHANICAL SYSTEMS AS DESCRIBED IN THE SEQUENCE OF

1) DIRECT DIGITAL CONTROLS (DDC) SYSTEM SHALL BE PROVIDED TO OPERATE

OPERATED. PNEUMATIC CONTROL DEVICES SHALL NOT BE USED.

2) ALL CONTROL DEVICES SHALL BE ELECTRICALLY OR ELECTRONICALLY

MASTER TEMPERATURE CONTROL PANEL AND FRONT END TERMINAL.

SETPOINTS AND PARAMETERS SHALL BE ACCESSIBLE THROUGH THE

AND SYSTEMS CONTROLLERS THROUGHOUT THE DDC SYSTEM. ALL

CONTROL PANEL SHALL BE CAPABLE OF INTERFACING WITH ALL EQUIPMENT

THE MASTER TEMPERATURE CONTROL PANEL. THE MASTER TEMPERATURE

EQUIPMENT OR SYSTEM. ALL CONTROLLERS SHALL COMMUNICATE WITH

3) INDIVIDUAL CONTROLLERS SHALL BE PROVIDED FOR EACH PIECE OF

CONFIGURATION AS APPLICABLE.

DDC CONTROLS AND SHALL INCLUDE GRAPHICS, PROGRAMMING, AND

CAPABILITIES. WATER METER SHALL COMMUNICATE WITH THE LONWORKS

5) CONTRACTOR SHALL PROVIDE A WATER METER WITH PULSE READING

REQUIRED.

OUTSIDE AIR INTAKES AND EXHAUST DAMPERS. MANUAL RESET IS

THE SWITCH SHALL SHUT-DOWN ALL HVAC EQUIPMENT AND CLOSE ALL

6) PROVIDE EMERGENCY SHUT-DOWN SWITCHES AS SHOWN ON THE PLANS.

OC_OCCUPIED AND OC_UNOCCUPIED.

INPUT SHALL SUPPORT THE FOLLOWING POSSIBLE VALUES: OC_STANDBY,

SNVT_OCCUPANCY (AS DEFINED IN THE LONMARK SNVT MASTER LIST).

A) SCHEDULED OCCUPANCY INPUT: ACCEPT NETWORK VARIABLE OF TYPE

OC_OCCUPIED, OC_UNOCCUPIED, AND OC_NUL.

INPUT SHALL SUPPORT THE FOLLOWING POSSIBLE VALUES: OC_STANDBY,

SNVT_OCCUPANCY (AS DEFINED IN THE LONMARK SNVT MASTER LIST).

B) OCCUPANCY OVERRIDE INPUT: ACCEPT NETWORK VARIABLE OF TYPE

SYSTEM SCHEDULER LOGIC.

SCHEDULE THAT MAY BE ACTIVATED AND DEACTIVATED BY THE

D) DEFAULT SCHEDULE: INCORPORATE A 24-HOUR 7-DAY DEFAULT

COMMUNICATION WITH THE UMCS).

SYSTEM SCHEDULER TO USE ITS DEFAULT…

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 Nov 14, 2017.