36C25018B0425-00001017.pdf

SOUTH FT THOMAS AVENUE

COCHRAN AVENUE

D R

IN

K

IN

G

F O U N T A

IN

A-2021

A-201

A-201

A-202 2

A-2031

A-202 3

A-202 4

A-2032

F4

F20

F26

F31

C1C2C3C4C5C6C7C8C9C10C11C12C13

C14

C15

C16

C17

C18

C19

C22

C23

C24

C21

C20

3' - 0"

2' - 0"

5' - 0"

3' - 0"

1' - 0"

1' - 0"

1' - 0"

3' - 0"

3' - 0"

3' - 0"

6' - 0"

3' - 0"

1' - 0" 1 ' - 6

1' - 0" 1 ' - 6

1' - 0" 1 ' - 0

1' - 0"

' - 0

1' - 0" 1 ' - 0

1' - 0" 2 ' - 0

1' - 0" 1 ' - 0

' - 0

3' - 0"

1' - 6"

6"

6' - 0"

C24 1

"6' - 6"

"6' - 6"

C22

/4

/2

/4

' - 1

' - 2

/4

' - 3

/4

16' - 0 1/4"

7' - 5 3/4"

37' - 0"

21' - 2"

14' - 4"

Site Plan Key Notes:

(All may not apply to this sheet)

Drawing Title

Approved: Project Director

Location

Building Number

Project Title

Checked DrawnDate

Project No.

Drawing Number

Dwg. of o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o t th re e in c h e s o n e fo o t

F E

D C

B A

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

F E

D C

B A

VA Project No.

ARCHITECT/ENGINEERS:CONSULTANTS:

Office of Construction and Facilities Management

PFB Architects,Inc.

9461 Kenwood Road

Cincinnati, Ohio 45242

(513) 861 3200

Heapy Engineering 1400 West Dorothy Lane Dayton OH 45409

(937) 224 0861

PFB Project No.CORRECT FCA DEFICIENCIES

- FTD EXTERIOR

DEFICIENCIES

10/27/2017

ARCHITECTURAL SITE PLAN

AS-101

#539-19-203

Fort Thomas, KY

PFB PFB

N Scale: 1" = 20'-0"

ARCHITECTURAL SITE PLAN

1 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK CURB. POUR NEW

CONCRETE SIDEWALK CURB. SEE CURB DETAIL 3/A-501 FOR MORE

INFORMATION.

2 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK AND CURB. POUR

NEW CONCRETE SIDEWALK AND CURB. SEE SIDEWALK AND CURB DETAIL

4/A-501 FOR MORE INFORMATION.

3 SAWCUT AND REMOVE EXISTING DAMAGED SIDEWALK. POUR NEW

CONCRETE SIDEWALK. SEE DETAIL 5/A-501 FOR MORE INFORMATION.

4 CLEAN ALL FACES OF EXISTING KENTUCKY FIELD STONE WALL USING A

CONCENTRATED ACIDIC CLEANER AND PRESSURE WASHER. RAKE OUT

JOINTS MINIMUM 1”, BRUSH CLEAN, AND INSTALL NEW TYPE S MASONRY

CEMENT WITH FINE SAND AT PORTIONS OF WALL AS NEEDED, NOT TO

EXCEED 900 SF TOTAL. PROVIDE KENTUCKY FIELD STONE WHERE NEEDED

TO FILL EXISTING GAPS. USE WEATHERED STONE IF AVAILABLE OR NEW IF

NECESSARY TO PROVIDE BEST MATCH TO EXISTING POSSIBLE. SEAL ALL

FACES OF WALL WITH CLEAR PENETRATING SEALER.

5 REPLACE DAMAGED 8’ SECTION OF ORNAMENTAL STEEL FENCE TO MATCH

EXISTING.

6 REPAINT ENTIRE ORNAMENTAL STEEL FENCE. REMOVE RUST, CLEAN, AND

PATCH AS NEEDED PRIOR TO PAINTING.

7 REMOVE EXISTING STEEL GATE.

8 REMOVE INDICATED PORTION OF CONCRETE PATIO. REPLACE WITH NEW 4”

CONCRETE CONSTRUCTION PER DETAIL 6/A-501. PROVIDE EXPANSION

JOINTS AT CONNECTIONS TO EXISTING WALKS AND SLABS PER DETAIL

7/A-501.

9 SAWCUT EXISTING SLAB IN LINE WITH EDGE OF ROOF ABOVE.

10 PROVIDE NEW 4” CONCRETE CONSTRUCTION PER DETAIL 6/A-501 IN AREA

OF PREVIOUS LANDSCAPE AREA.

11 REMOVE EXISTING CONCRETE AND BRICK VETERANS MONUMENT.

SALVAGE EXISTING EAGLE AND TWO PLAQUES FOR REINSTALLATION ON

NEW MONUMENT. NEW MONUMENT TO BE PROVIDED AND INSTALLED BY

CONTRACTOR TO MATCH DIMENSIONS AND GENERAL APPEARANCE OF

EXISTING MONUMENT TO BE REMOVED. EXISTING MONUMENT CONSISTS

OF 12” CONCRETE BASE WITH 4’-4” TALL, 4’-0” DIAMETER BRICK BODY,

AND 2” TALL, 4’-4” DIAMETER CONCRETE CAP. PROVIDE REINFORCED

CONCRETE CORE WITH 1-1/2" AIRSPACE BEHIND FACE BRICK AND PROVIDE

WEEPS AT BASE OF BRICK. TOP OF CAP TO SLOPE AWAY FROM CENTER

TO ENSURE DRAINAGE. PROVIDE SHOP DRAWING SUBMITTALS FOR

REVIEW AND APPROVAL.

Revision s

Date

2 Bid Clarification Items 5-16-2018