Attachment 3 Drawings Updated.pdf

CC228

227226225

CC227

CC226

CC225

CC222

CC223

CC224

221A

CC221

236A

218A

217A

CC218

216A

215A

CC239

CC240

CC241

CC242

CC243

242 243

CC236

CC220

CC200

CC219

CC203

CC204

CC205

CC206

CC200

211A

CC207

CC208

CC209

CC210

CC211

CC213

CC214

CC212

CC201

CC202

274A

CC234

250249

CC249

A M

B

R

A M

P

PLAN

NORTH

NORTH

TRUE

GAZEBO

KELLY ROAD

V E

T E

R A

N S

M

E M

O R

I A

L

D

R

RICKER ROAD

WHITE ROAD

t h

A

V E

N U

E

A N

D R

I E

S

W

A Y

M E

H

L L

R

O A

D

A V

E N

U

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AVENUE "N"

s

E

N

CRATER LAKE HIGHWAY

HWY. 62 (MEDFORD 6 MILES)

266265

ENTRANCE

CEMENT PAD

PARKING

PARKING

STAFF

STAFF

BIKE RACK

3'-10" FROM CENTER LIGHT POLE

GAS LINE

(CONTIUNES)

1'-6" FROM CENTER LIGHT POLE

(IN FROM HWY 62)

GAS LINE

248CT

CHILLER

PAD

FIELD

BASEBALL

SWEAT LODGE & YURT

NATIVE AMERICAN

CURB

RAMP

201A

CAMPUS MAP

No Scale

VAMC - White City, OR

Southern Oregon Rehab Center & Clinics

A U.S. Department of Veterans Affairs

V

Project: 692-20-115 Reuse CT Trailer for Yurt Area

8495 Crater Lake Hwy

White City, OR 97503

Approved: Project Director

Project Title:

Date

Location:

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date o n e e i g h t h i n c o n e f o o t

B

A

C

D

E t h r e e i n c h e e f o o t o n e a n d o e a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

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B

A

97 8654321

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Drawing Title

F

Reuse CT Trailer for Yurt Area 692-20-115

Various

2-28-2020 DMC

VA SORCC White City, OR

TL 101

Title Page

INDEX OF DRAWINGS

SHEET NUMBER SHEET NAME

TL 101 Title Page

AE 101 Move CT Trailer

PL 101 Water and Sewer

SS 101 Details

/floorplns/b229.htm /floorplns/b228.htm /floorplns/b262.htm /floorplns/b227.htm /floorplns/b226.htm /floorplns/b225.htm /floorplns/b222.htm /floorplns/b223.htm /floorplns/b224.htm /floorplns/b221.htm /floorplns/b236_238_261.htm /floorplns/b218.htm /floorplns/b217.htm /floorplns/b216.htm /floorplns/b215.htm /floorplns/b239.htm /floorplns/b241.htm /floorplns/b240.htm /floorplns/b242.htm /floorplns/b243.htm /floorplns/b203.htm /floorplns/b204.htm /floorplns/b205.htm /floorplns/b206.htm /floorplns/b207.htm /floorplns/b208.htm /floorplns/b214.htm /floorplns/b213.htm /floorplns/b212.htm /floorplns/b211.htm /floorplns/b210.htm /floorplns/b209.htm /floorplns/b220.htm /floorplns/b219.htm /floorplns/b202.htm /floorplns/b200.htm /floorplns/b201.htm /floorplns/b211a.htm /floorplns/b272.htm /floorplns/b235.htm /floorplns/b273.htm /floorplns/b234.htm /floorplns/b259.htm /floorplns/b230.htm /floorplns/b231.htm /floorplns/b232.htm /floorplns/b270.htm /floorplns/b233.htm /floorplns/b264.htm /floorplns/b248.htm /floorplns/b251.htm /floorplns/b250.htm /floorplns/b249.htm /floorplns/b269.htm /floorplns/b266.htm /floorplns/b248.htm /floorplns/b201.htm

211A

CC211

CC213

CC214

CC212

CC201

A M

B

R

A M

P

AVENUE "N"

E

N

248CT

CURB

RAMP

201A

Existing CT structure to be moved by the contracor to the Yurt area. Contractor will need to disconnect welds attaching the structure to the foundation and all utilities prior to moving. Sidewalk will need to be sawcut and minor excavation to reach the welding.

Approximate new location of CT structure. See PL 101 for details

Approved: Project Director

Project Title:

Date

Location:

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date o n e e i g h t h i n c e f o o t

B

A

C

D

E t h r e e i n c h e e f o o t o n e a n d o l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

D

U

N

I

T

E

D

S

T

A

T

ES

O

F

A

M

E

R

I

C

A

S R

I

A

F

F

A

S

N

A

R

E T

EV

F

O

T

N

E

M

T

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A P

E

Drawing Title

F

Reuse CT Trailer for Yurt Area 692-20-115

Various

2-28-2020 DMC

VA SORCC White City, OR

AE 101

Move CT Trailer

Scale: 1/32":1'

CT Trailer

/floorplns/b214.htm /floorplns/b213.htm /floorplns/b212.htm /floorplns/b211.htm /floorplns/b201.htm /floorplns/b211a.htm /floorplns/b272.htm /floorplns/b248.htm /floorplns/b248.htm /floorplns/b201.htm

EXISTING 8" WATERLINE (3' TO TOP OF PIPE BELOW GRADE)

NORTH

TRUE

EXISTING

UNPAVED

PARKING AREA

EXISTING GOLF

DRIVING RANGE

EXISTING

POND

WCB247

RIM 1319.00

INV. IN 1314.77

INV. OUT 1314.67

389' 10" PVC @ .005

EXISTING PUBLIC 10" PVC SS

15' EASEMENT INST.# 97-32165

SS SS SS

SS

N E

W

P

C

INSERTA-TEE CONNECTOR

PER RVSS STD DWG NO. 5-2

M I N

P

R

S

L O

P E

REFER TO SHEET SS-101 FOR

ROGUE VALLEY SEWER SERVICES

STANDARD DETAILS FOR SEWER

LATERAL CONNECTION

POC

NEW 2" DOMESTIC WATER

S S

S S

W

W

W W W

WW

EXISTING 8" WATERLINE (3' TO TOP OF PIPE BELOW GRADE)

EXISTING

PUMP

HOUSE

CT Trailer

POC

Remove 2" Backflow

Install 2" Backflow

Contractor to install a cattle fence with metal rods spaced 6' apart

Approved: Project Director

Project Title:

Date

Location:

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date o n e e i g h t h i n c e f o o t

B

A

C

D

E t h r e e i n c h e e f o o t o n e a n d o l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

D

U

N

I

T

E

D

S

T

A

T

ES

O

F

A

M

E

R

I

C

A

S R

I

A

F

F

A

S

N

A

R

E T

EV

F

O

T

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T

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A P

E

Drawing Title

F

Reuse CT Trailer for Yurt Area 692-20-115

Various

2-28-2020 DMC

VA SORCC White City, OR

PL 101

Water and Sewer

Scale: 1/32":1'

Site Plumbing & Sewer

1.SEWER TRENCHING, PIPING, &

CONNECTIONS UP TO 5' FROM

BUILDING.

2.LOCATE ALL UTILITIES PRIOR TO

EXCAVATION.

CONTRACTOR TO PROVIDE

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41'

14'

6' 6' 6' 6' 6' 6'

5'

5'

Embedded anchor per 3/SS101

Footing

Stem wall

SS101

Concrete footing.

See detail

SS 101

Sand

" minus structural rock compacted to 95%

Compacted earth

(or undisturbed)

4"

1'-6"

2"

1'

10"

2'

8"

(2) #4 Top

(2) #4 in Stem

(2) #4 Top

3"

#4 @ 16" oc, Bend alt direction

EFIS System not shown.

May require local removal for access to the welds. (Protect

During Contstruction)

Building Frame

2 @ 2

L6x6x x0'-6" Long

@6'-0" oc

(2) #4 A706x16" Long

Bars to L6x6

(Space Bars 3" oc)

Concrete Stem Wall

1. TAP TO BE MADE NO CLOSER THAN 12" FROM END OF JOINT LENGTH, & 4 FT. FROM MANHOLE.

2. THE HOLE FOR INSERTA-TEE SHALL BE MADE WITH A

TAPPING MACHINE. THE HOLE SHALL BE CLEANLY MACHINED AND IF NECESSARY WORKED BY HAND TO

ACCOMPLISH A TRUE AND NEAT OPENING FOR THE FITTING.

3. CONNECTIONS SHALL BE SECURED TO THE SEWER WITH AN APPROVED FACTORY FITTING OR INSERTA

TEE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

4. THE BELL END OF THE CONNECTION SHALL BE CAPPED OR PLUGGED TO PREVENT ENTRY AND

OBSTRUCTION BY CONSTRUCTION MATERIALS AND GROUND WATER, AND LOCATION MARKED IN

5. ANY DAMAGED PIPE SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE INSPECTOR.

7. STD. WYE INSTALLATION DURING MAINLINE CONSTRUCTION SHALL CONFORM TO RECOMMENDED GEOMETRY

A

A

CUT IN WYE

INSERTA TEE

90°

60°

30°

0°

TAP GEOMETRY

Rev.12/98

Rev.9/07

STANDARD

DRAWING

NO.

5-2

DATE: 9/07

ROGUE VALLEY

SEWER SERVICES

138 WEST VILAS ROAD CENTRAL POINT, OR.

STANDARD WYE OR TEE

CONNECTION TO SEWER MAINS

Rev.12/98

Rev.9/07

STANDARD

DRAWING

NO.

5-2

DATE: 9/07

ROGUE VALLEY

SEWER SERVICES

138 WEST VILAS ROAD CENTRAL POINT, OR.

6. INSERTA-TEES MAY BE USED WHEN THE NOMINAL DIAMETER OF THE INSERTA-TEE IS LESS THAN

3/4 OF THE NOMINAL DIAMETER OF THE MAINLINE. ALL OTHER CONNECTIONS WILL REQUIRE CUT-IN

STANDARD WYE OR TEE

CONNECTION TO SEWER MAINS

WYE'S. (I.E. 6" INSERTA-TEE CAN ONLY BE USED IN MAINLINES 10" OR LARGER)

ACCORDANCE WITH STD. DWG 5-1.

GROUND SURFACE

PLUG OR CAP

SERVICE CONNECTION MARKER

4" OR 6" SERVICE

CONNECTION PIPE

MAIN OR

LATERAL

SEWER

VARIES, 60° MAX.

COMPACTED 3/4"-0" CRUSHED

GRAVEL UNDER SERVICE

CONNECTION PIPE

USE FACTORY BENDS

AS REQUIRED 1/8 BEND

(MAX.)

ON SLOPES GREATER THAN 30°,

HAND SHAPE TRENCH WALL TO

PROVIDE UNIFORM BEARING FOR

PIPE & FITTINGS. PROTECT PIPE

WITH A MIN. OF 8" OF IMPORTED

PIPE ZONE MATERIAL ALL

AROUND WHEN BACKFILLING

PIPE BASE AND PIPE

ZONE BACKFILL PER

SECTION

STANDARD SERVICE CONNECTION

DETAIL FOR DEEP TRENCHES AT

DISCRETION OF DISTRICT ENGINEER

VARIES, 20° MIN.

PLAN

TRENCH WIDTH & BEDDING

REQUIREMENTS PER STD.

PROPERTY LINE

PLUG

SERVICE CONNECTION MARKER

4" CONNECTION

(6" COMMERCIAL

OR INDUSTRIAL)

SEWER MAIN

FACTORY WYE FITTING

STD. DRAWING 5-2

COMPACTED 3/4"-0" CRUSHED ROCK

ZONE BACKFILL PER

PIPE BASE AND PIPE

SIDEWALK

CURB

DETECTOR TAPE

FIRMLY RESTRAINED TO

WITHSTAND PRESSURE TEST

CROSS SECTION

Rev.12/98

SEE ODOT STANDARDS

ODOT STANDARDS

ODOT STANDARDS

IF LEFT UNCONNECTED,

INSTALL MARKER POST

(STEEL FENCE POST ).

Rev.9/07

138 WEST VILAS ROAD CENTRAL POINT, OR.

SEWER SERVICES

ROGUE VALLEY

STANDARD

DRAWING

NO.

5-1

DATE: 9/07

SERVICE LATERAL CONNECTION

DETAILS

ROGUE VALLEY

SEWER SERVICES

138 WEST VILAS ROAD CENTRAL POINT, OR.

SERVICE LATERAL CONNECTION

DETAILS

8' LONG 2X4 MARKER POST PAINTED

12" ABOVE GRADE(PAINTED WHITE).

MIN. 2 WRAPS OF DETECTOR

TAPE WITHIN 1 FT. OF PIPE

END

NOTE: INSTALL TRACER WIRE FULL LENGTH OF PIPE (18 GAUGE INSULATED

COPPER WIRE FROM THE MAIN TO THE PROPERTY LINE OR 14 GAUGE FROM THE

PROPERTY LINE TO THE HOUSE). LEAVE ONE END CLEARLY MARKED ABOVE

FINISHED GRADE.

WHEN CONNECTING TO EXISTING TRACER WIRE, USE A WATER TIGHT WIRE

CONNECTOR OR INSTALL C.O WITH BOTH ENDS OF TRACER WIRE CLEARLY

EXPOSED ABOVE FINISHED GRADE.

TRACER WIRE

MARKER POST (STEEL FENCE POST)

TRACER WIRE

2x Pressure treated for access door attachement

2'-6"

Rough Opening

Approved: Project Director

Project Title:

Date

Location:

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. of

Revisions: Date o n e e i g h t h i n c e f o o t

B

A

C

D

E t h r e e i n c h e e f o o t o n e a n d o l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e q u a r t e r i n c e f o o t

VA FORM 08-6231, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

D

U

N

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T

E

D

S

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F

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Drawing Title

F

Reuse CT Trailer for Yurt Area 692-20-115

Various

2-28-2020 DMC

VA SORCC White City, OR

SS 101

Details

Scale: 1":1'

Structural Fill

Scale: 1/4":1'

Foundation Pad

Scale: 1":1'

Footing Detail

Scale: 2":1'

Welding Detail

1. BUILDING WEIGHT: 25,000 lb

BUILDING INFORMATION

f'c = 3,000 psi w/c ratio = 0.55 max max water = 270#/CY max fw ash = 20% steel grade (Fy) = grade 60

CONCRETE REQUIREMENTS

1. DIMENSIONS ARE TO THE FACE OF THE STEM WALL = STEEL CURB OF BUILDING

2. FIELD VERIFY ALL DIMENSIONS

GENERAL NOTES

Scale: 1":1'

Footing Detail