Att B - Specs & Drawings (22283.00_22_DPSST Fence and Gate_BID SET (3)).pdf

CARD READER PROTECTED

BY BOLLARDS

CONTROLLED ACCESS

VEHICLE GATE

CONTROLLED ACCESS

PEDESTRIAN GATE

MANUAL ACCESS

PEDESTRIAN GATE,

48" WIDE

MANUAL ACCESS

VEHICLE GATE

MANUAL ACCESS

VEHICLE GATE

POND

EXISTING FENCE

ENTRANCE

GRAVEL PATH

GRAVEL PATH

MAIN BUILDING

CADET DORMS

SECURITY

CONTROL BOOTH

COVERED PICNIC

AREA

CONTROLLED ACCESS

VEHICLE GATE, EXISTING

EXISTING FENCE

EXIT SENSOR LOOP

A U M

S V

IL

L E H

W Y S

E

ELECTRICAL CONDUIT,

UNDERGROUND

A1.02

A1.02

SIM

A1.02

ELECTRICAL

PANELBOARD

A1.02

Building

Covered Area

Sidewalk

Existing Fence

LEGEND

Proposed Fence

Gravel

Conduit Routing

Existing Conduit Connection Point

Painted 'Safety Yellow' Striping

EROSION CONTROL:

1. AN EROSION CONTROL PERMIT IS NOT REQUIRED AS

THE TOTAL SITE DISTURBANCE (AUGERED FENCE

POST FOUNDATION EXCAVATION) IS LIMITED TO

APPROXIMATELY 14 CY AND IS BELOW THE CITY OF

SALEM'S THRESHOLD OF 50 CY FOR WHICH AN

EROSION CONTROL PERMIT IS REQUIRED.

2. CONTRACTOR SHALL PROVIDE, MAINTAIN, ADJUST,

AND REMOVE (AT CONSTRUCTION COMPLETION)

EROSION CONTROL MEASURES TO LIMIT SEDIMENT

RUNOFF AND MIGRATION INTO WATER BODIES AND

THE ON-SITE STORM DRAINAGE SYSTEM.

3. TREE PROTECTION: PROVIDE, INSTALL, MAINTAIN,

ADJUST, AND REMOVE (AT CONSTRUCTION

COMPLETION) TREE PROTECTION MEASURES PER

CITY OF SALEM STANDARDS AND DETAILS.

SURFACE RESTORATION:

1. PROTECT EXISTING VEGETATION AND RESTORE

DISTURBED VEGETATION TO MATCH EXISTING

CONDITIONS.

2. ALL PAVEMENT SAWCUTS SHALL BE STRAIGHT AND

PARALLEL OR PERPENDICULAR TO EXISTING

IMPROVEMENTS.

GENERAL CIVIL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

THE LOCATION OF EXISTING UTILITIES.

2. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND

UTILITY PRIOR TO EXCAVATING, BORING, OR

POTHOLING. ATTENTION: OREGON LAW REQUIRES

THE CONTRACTOR TO FOLLOW RULES ADOPTED BY

THE OREGON UTILITY NOTIFICATION CENTER. THOSE

RULES ARE SET FORTH IN O.A.R. 952-001-0010 -

952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES

OF THE RULES BY CALLING THE CENTER. (NOTE: THE

TELEPHONE NUMBER FOR THE OREGON UTILITY

NOTIFICATION CENTER IS 1-800-332-2344)

KEYNOTES

1. SAWCUT PAVEMENT AS REQUIRED TO INSTALL

SENSOR LOOP. PATCH EXISTING ASPHALT

PAVEMENT TO MATCH EXISTING DEPTH AND SEAL

ASPHALT PAVEMENT JOINTS.

2. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO

INSTALL FENCE POSTS, CARD READER, AND

BOLLARDS. PATCH AND SEAL ASPHALT PAVEMENT

TO MATCH EXISTING DEPTH AND SEAL ASPHALT

PAVEMENT JOINTS.

3. SAWCUT, REMOVE, AND RECONSTRUCT EXISTING

SIDEWALK IN FULL PANELS IF DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES. DISPOSE

OF REMOVED MATERIALS OFF SITE. CONCRETE

SHALL BE 3,500 PSI, MINIMUM 4 INCH DEPTH OVER

MINIMUM 2 INCHES OF 3/4"-0 CRUSHED ROCK BASE

OR EXISTING BASE ROCK.

4. PROVIDE TREE PROTECTION. REFER TO EROSION

CONTROL NOTES. TYP.

5. RESTORE EX GRAVEL PATH AS REQUIRED TO MATCH

EXISTING CONDITION WITH MINIMUM DEPTH OF 3

INCHES OF 3/4"-0 CRUSHED ROCK OR MATCH

EXISTING DEPTH, WHICHEVER IS GREATER.

6. PROVIDE 120V JUNCTION BOX AT GATE FOR

CONNECTION TO GATE OPERATOR. CONFIRM EXACT

LOCATION WITH OWNER/ARCHITECT. PROVIDE NEW

40A/1P CIRCUIT BREAKER AT EXISTING PANELBOARD.

CIRCUIT BREAKER TO MATCH EXISTING

MANUFACTURER AND AIC RATING. PROVIDE #10 CU

CONDUCTORS.

7. VERIFY EXACT LOCATION OF EXISTING PANELBOARD.

IF CONDUIT RUN FROM GATE OPERATOR EXCEEDS

300-FEET, PROVIDE #8 CU CONDUCTORS.

8. 8 MOTORCYCLE PARKING STALLS.

9. CONNECT PROPOSED FENCE TO EXISTING FENCE

POST.

10. AUTOMATED GATE OPERATOR. BASIS OF DESIGN:

LIFTMASTER HDSW24UL OR APPROVED EQUAL.

J Junction Box with Generator

Centerline

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

H A

L L

G R

U B

E Y

O S

T A

R C

H

IT

E C

T U

R E

Scale

Date

Sheet Title

Project No.

Drawing No.

C o n s u lt a n t O w n e r

P ro je c t

Y o s t

G ru b e H a ll

A rc h it e c tu re

S

W W a s h in g to n S tr e e t

S u it e

P o rt la n d O

R

As indicated

/1

/2

:4 :0

P

M

A1.01

O re g o n D e p a rt m e n t o f

S a fe ty a n d S ta n d a rd s T ra in in g

D P

S S

T F e n c e

G a te

SITE PLAN

12/30/2022

22283.00

BID SET

A u m s v ill e H w y S

E

S a le m

O R

1" = 50'-0"A1.01

1 SITE PLAN N

MARK DATE

DESCRIPTIO

N

CARD READER

CONTROLLED ACCESS

PEDESTRIAN GATE

EXIT SENSOR LOOP

ELECTRICAL CONDUIT,

UNDERGROUND

EQ

1' - 6"

EQ

EQ

FENCE

A2.01

A2.01

BOLLARD, TYP

EQ

CONTROLLED ACCESS

VEHICLE GATE

J

J

'B-L1A SEC 2' - 58.

'B-L1A SEC 2' - 56.6

' - 6

' - 6

A2.01

TYP

GATE OPERATOR10

GATE OPERATOR10

MANUAL ACCESS

PEDESTRIAN GATE,

48" WIDE

A2.01

7 (E) PANEL 'B-L1A SEC 2'

ELECTRICAL CONDUIT,

UNDERGROUND

' - 4

' - 0

MANUAL ACCESS

VEHICLE GATE

GRAVEL PATH

A2.01

EQ

EQ

POND

Building

Covered Area

Sidewalk

Existing Fence

LEGEND

Proposed Fence

Gravel

Conduit Routing

Existing Conduit Connection Point

Painted 'Safety Yellow' Striping

EROSION CONTROL:

1. AN EROSION CONTROL PERMIT IS NOT REQUIRED AS

THE TOTAL SITE DISTURBANCE (AUGERED FENCE

POST FOUNDATION EXCAVATION) IS LIMITED TO

APPROXIMATELY 14 CY AND IS BELOW THE CITY OF

SALEM'S THRESHOLD OF 50 CY FOR WHICH AN

EROSION CONTROL PERMIT IS REQUIRED.

2. CONTRACTOR SHALL PROVIDE, MAINTAIN, ADJUST,

AND REMOVE (AT CONSTRUCTION COMPLETION)

EROSION CONTROL MEASURES TO LIMIT SEDIMENT

RUNOFF AND MIGRATION INTO WATER BODIES AND

THE ON-SITE STORM DRAINAGE SYSTEM.

3. TREE PROTECTION: PROVIDE, INSTALL, MAINTAIN,

ADJUST, AND REMOVE (AT CONSTRUCTION

COMPLETION) TREE PROTECTION MEASURES PER

CITY OF SALEM STANDARDS AND DETAILS.

SURFACE RESTORATION:

1. PROTECT EXISTING VEGETATION AND RESTORE

DISTURBED VEGETATION TO MATCH EXISTING

CONDITIONS.

2. ALL PAVEMENT SAWCUTS SHALL BE STRAIGHT AND

PARALLEL OR PERPENDICULAR TO EXISTING

IMPROVEMENTS.

GENERAL CIVIL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING

THE LOCATION OF EXISTING UTILITIES.

2. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND

UTILITY PRIOR TO EXCAVATING, BORING, OR

POTHOLING. ATTENTION: OREGON LAW REQUIRES

THE CONTRACTOR TO FOLLOW RULES ADOPTED BY

THE OREGON UTILITY NOTIFICATION CENTER. THOSE

RULES ARE SET FORTH IN O.A.R. 952-001-0010 -

952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES

OF THE RULES BY CALLING THE CENTER. (NOTE: THE

TELEPHONE NUMBER FOR THE OREGON UTILITY

NOTIFICATION CENTER IS 1-800-332-2344)

KEYNOTES

1. SAWCUT PAVEMENT AS REQUIRED TO INSTALL

SENSOR LOOP. PATCH EXISTING ASPHALT

PAVEMENT TO MATCH EXISTING DEPTH AND SEAL

ASPHALT PAVEMENT JOINTS.

2. SAWCUT AND REMOVE PAVEMENT AS REQUIRED TO

INSTALL FENCE POSTS, CARD READER, AND

BOLLARDS. PATCH AND SEAL ASPHALT PAVEMENT

TO MATCH EXISTING DEPTH AND SEAL ASPHALT

PAVEMENT JOINTS.

3. SAWCUT, REMOVE, AND RECONSTRUCT EXISTING

SIDEWALK IN FULL PANELS IF DISTURBED OR

DAMAGED BY CONSTRUCTION ACTIVITIES. DISPOSE

OF REMOVED MATERIALS OFF SITE. CONCRETE

SHALL BE 3,500 PSI, MINIMUM 4 INCH DEPTH OVER

MINIMUM 2 INCHES OF 3/4"-0 CRUSHED ROCK BASE

OR EXISTING BASE ROCK.

4. PROVIDE TREE PROTECTION. REFER TO EROSION

CONTROL NOTES. TYP.

5. RESTORE EX GRAVEL PATH AS REQUIRED TO MATCH

EXISTING CONDITION WITH MINIMUM DEPTH OF 3

INCHES OF 3/4"-0 CRUSHED ROCK OR MATCH

EXISTING DEPTH, WHICHEVER IS GREATER.

6. PROVIDE 120V JUNCTION BOX AT GATE FOR

CONNECTION TO GATE OPERATOR. CONFIRM EXACT

LOCATION WITH OWNER/ARCHITECT. PROVIDE NEW

40A/1P CIRCUIT BREAKER AT EXISTING PANELBOARD.

CIRCUIT BREAKER TO MATCH EXISTING

MANUFACTURER AND AIC RATING. PROVIDE #10 CU

CONDUCTORS.

7. VERIFY EXACT LOCATION OF EXISTING PANELBOARD.

IF CONDUIT RUN FROM GATE OPERATOR EXCEEDS

300-FEET, PROVIDE #8 CU CONDUCTORS.

8. 8 MOTORCYCLE PARKING STALLS.

9. CONNECT PROPOSED FENCE TO EXISTING FENCE

POST.

10. AUTOMATED GATE OPERATOR. BASIS OF DESIGN:

LIFTMASTER HDSW24UL OR APPROVED EQUAL.

J Junction Box with Generator

Centerline

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

H A

L L

G R

U B

E Y

O S

T A

R C

H

IT

E C

T U

R E

Scale

Date

Sheet Title

Project No.

Drawing No.

C o n s u lt a n t O w n e r

P ro je c t

Y o s t

G ru b e H a ll

A rc h it e c tu re

S

W W a s h in g to n S tr e e t

S u it e

P o rt la n d O

R

As indicated

/1

/2

:4 :0

P

M

A1.02

O re g o n D e p a rt m e n t o f

S a fe ty a n d S ta n d a rd s T ra in in g

D P

S S

T F e n c e

G a te

ENLARGED SITE

PLANS

12/30/2022

22283.00

BID SET

A u m s v ill e H w y S

E

S a le m

O R

MARK DATE

DESCRIPTIO

N

1/4" = 1'-0"A1.02

1 ENLARGED PLAN AT CONTROLLED ACCESS GATE

1/4" = 1'-0"A1.02

2 ENLARGED PLAN AT MANUAL ACCESS PEDESTRIAN GATE

1/4" = 1'-0"A1.02

3 ENLARGED PLAN AT MANUAL VEHICLE ACCESS GATE

1' - 0"

1-5/8" TOP RAIL

#9 GA FABRIC TIE

4" POST AT

CORNERS AND

GATES

3" POST SPACED

AT 10'-0" MAX O.C.

10'-0" MAX OC

1-5/8" BOTTOM RAIL

1' - 2"1' - 0"

1' - 2"

M

IN

M

A X

POST CAP

OFFSET HINGE

LATCH

1-5/8" BRACE RAIL

TRUSS ROD

4" GATE POST

1-5/8" GATE FRAME

GALVANIZED STEEL

CHAIN LINK FABRIC,

2" MIN OPENING

14' - 0"

1' - 2"

/2

C

L E

A R

A N

C E

CHAIN LINK MESH

2"X2" STEEL FRAME

4" POST

CHAIN LINK MESH

INDUSTRIAL HEAVY

DUTY HINGE

HYDRAULIC SELF

CLOSER 2"X2" BRACING

SECURITY PLATE

WITH PANIC BAR

ELECTRIFIED

HANDLE

2"X2" ANGLE

1' - 2"

/2

C

L E

A R

A N

C E

SECURITY PLATE WITH PANIC BAR:

• PANIC BAR WITH SECURITY PLATE

• KEYED CYLINDER

• ELECTRIFIED HANDLE

• HYDRAULIC SELF CLOSER

3-1/2"x3-1/2" ANGLE

2"X2" BRACING

OUTSIDE VIEW INSIDE VIEW

/8

4' - 0"

1-5/8" BOTTOM

RAIL

1-5/8" TOP RAIL

CONNECT AS REQUIRED.

SEAL PENETRATIONS TO

ADJACENT BUILDING AS

REQUIRED

/2

18" DIAMETER CONCRETE

FOOTING

ROUNDED CONCRETE TOP

6" DIAMETER. x 7'-0" LONG

STEEL PIPE FILLED WITH

CONCRETE

PAINT 'SAFETY YELLOW' TYP.

CONCRETE BASE SLOPED

AWAY FROM BOLLARD

FINISH GRADE

1' - 2"

/2

C

L E

A R

A N

C E

CHAIN LINK MESH

2"X2" STEEL FRAME

4" POST

CHAIN LINK MESH

INDUSTRIAL HEAVY

DUTY HINGE

HYDRAULIC SELF

CLOSER

2"X2" BRACING

SECURITY PLATE

WITH PANIC BAR

ELECTRIFIED

HANDLE

2"X2" ANGLE

1' - 2"

/2

C

L E

A R

A N

C E

SECURITY PLATE WITH PANIC BAR:

• PANIC BAR WITH SECURITY PLATE

• KEYED CYLINDER

• ELECTRIFIED HANDLE

• HYDRAULIC SELF CLOSER

3-1/2"x3-1/2" ANGLE

2"X2" BRACING

OUTSIDE VIEW INSIDE VIEW

/8

3' - 0"

2' - 2 1/2"

1' - 2"

M

IN

M

A X

POST CAP

OFFSET HINGE

LATCH

1-5/8" BRACE RAIL

TRUSS ROD

4" GATE POST

1-5/8" GATE FRAME

GALVANIZED STEEL

CHAIN LINK FABRIC,

2" MIN OPENING

14' - 0" 1' - 6" 14' - 0"

S

W W a s h in g to n S tr e e t S u it e

P o rt la n d O

R t f

H A

L L

G R

U B

E Y

O S

T A

R C

H

IT

E C

T U

R E

Scale

Date

Sheet Title

Project No.

Drawing No.

C o n s u lt a n t O w n e r

P ro je c t

Y o s t

G ru b e H a ll

A rc h it e c tu re

S

W W a s h in g to n S tr e e t

S u it e

P o rt la n d O

R

1/2" = 1'-0"

/1

/2

:4 :0

P

M

A2.01

O re g o n D e p a rt m e n t o f

S a fe ty a n d S ta n d a rd s T ra in in g

D P

S S

T F e n c e

G a te

SITE DETAILS

12/30/2022

22283.00

BID SET

A u m s v ill e H w y S

E

S a le m

O R

MARK DATE

DESCRIPTIO

N

1/2" = 1'-0"A2.01

1 FENCE ELEVATION

1/2" = 1'-0"A2.01

6 MANUAL VEHICLE ACCESS GATE ELEVATION

1/2" = 1'-0"A2.01

3 48" PEDESTRIAN ACCESS GATE ELEVATION

1/2" = 1'-0"A2.01

4 TYPICAL BOLLARD

1/2" = 1'-0"A2.01

2 PEDESTRIAN ACCESS GATE ELEVATION

1/2" = 1'-0"A2.01

5 MANUAL VEHICLE ACCESS GATE ELEVATION