Attachment 1 - AE Drawings.pdf

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

P-1X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

AREA OF

WORK

N W

T

H A

V E

N W

T

H A

V E

NW 16TH ST.

NW 17TH ST.

NW 19TH ST.

MIAMI VA

MEDICAL

CENTER

BLDG. 1

BLDG. 7

BLDG. 10

BLDG. 2

BLDG. 40

BLDG. 5

BLDG. 44

BLDG. 68

FISCHER

HOUSE

BLDG. 70

WATER

TOWER

S E Y B O

LD

C

A N

A L

BLDG. 8&9

S T A

T E

OF FLO

R

I D A

R E G

IS

TERED ARC

H

IT

E C T

J A S

ON

H. RO

S S

AR101907

VA Project No.

RDC/JPA Project No.

Bruce W. Carter VA Medical Center

ABOVE GROUP, INC.

305 EAST DRIVE, SUITE H

MELBOURNE, FL. 32904

321.345.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

RDC / JPA ARCHITECTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

PENNONI ASSOCIATES, INC.

5755 RIO VISTA DR.

CLEARWATER, FL. 33760

727-536-8772

MECHANICAL | ELECTRICAL | PLUMBING

STRUCTURAL | CIVIL

10/13/2023Design Development Submittal50%

01/11/2024Construction Documents Submittal65%

/2

/2

:1

:4

P M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

COVER SHEET

GI001

BRJR

546-22-106

MIAMI, FL

Renovate Preventative Maintenance Shop and Replace Aluminum Canopy 1201 NW 16th Street Miami, Florida 33125 PROJECT #: 546-22-106

Apolinar Vargas

100% Design Submittal 23082.00

GENERAL

GI001 COVER SHEET

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

DRAWING INDEXVICINITY MAP

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. iF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

GRAPHIC SYMBOLS

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

CIVIL

CS-021 EXISTING CONDITIONS

CS-051 DEMOLITION PLAN

CS-101 SITE PLAN

CS-171 UTILITY PLAN

CS-601 SITE DETAILS

ARCHITECTURAL

AD101 DEMOLITION PLAN

AE101 ARCHITECTURAL PLAN

AE102 ROOF PLANS

AE201 EXTERIOR ELEVATIONS

AE301 SECTIONS AND DETAILS

AF101 FINISH PLAN

STRUCTURAL

S-001 GENERAL NOTES

S-002 WIND TABLES & SCHEDULES

SB101 FOUNDATION PLAN

SF101 ROOF FRAMING PLAN

SJ101 DETAILS

SJ102 DETAILS

PLUMBING

P-001 PLUMBING NOTES, LEGENDS, & SYMBOLS

P-101 FLOOR PLAN - PLUMBING

P-801 PLUMBING SCHEDULES

ELECTRICAL

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

ED101 FLOOR PLAN - ELECTRICAL - DEMO

EL101 FLOOR PLAN - LIGHTING - NEW WORK

EP101 FLOOR PLAN - ELECTRICAL EQUIPMENT - NEW WORK

E-601 ELECTRICAL DIAGRAMS

E-801 ELECTRICAL SCHEDULES

Revisions Date

SOIL BORING "B-3"

ELEVATION 5.03

CONC

STEPS

SANITARY

PUMP STATION

CONC PAD

WITH SIGN

POLES

S-01

S-02

S-04 S-05

S-10

±1

±7 7'

S-01 S-02

PARKING

AREA

CATCH BASIN

CATCH BASIN

CURB INLET

CURB INLET

STORM LINE

DEPTH 2'-4'

END OF

MARKINGS

PUMP STATION VAULT

LID EL 6.84

TOP OF 2" FM (2) EL 5.84

E 3" PVC 90° INV 5.44

BOTTOM EL -0.16

(FULL OF DEBRIS)

4" METAL FIRELINE

TOP 10.97

90° BEND

TOP 11.00

TOP 8.80

90° BEND

TOP 8.99

4" METAL FIRELINE

90° BEND TOP 8.98

90° BEND

TOP 9.66

TOP 9.68

3" PVC

TOP 8.52

3" 45° BEND

TOP 6.87

3"x4" REDUCER

TOP 6.98

3"x4" REDUCER

TOP 7.80

4" WYE

WITH CAP

TOP 7.03

4" WYE

WITH CAP

TOP 7.63

3" WYE WITH CAP

TOP 7.80

3" 45° BEND

TOP 8.50 3" 90° BEND

TOP 8.62

3" 90° BEND

TOP 8.35

3" PVC

TOP 8.87

3" WYE

TOP 8.28

3" WYE

WITH CAP

TOP 8.89

POST INDICATOR

VALVE

CONTROL

PANEL

MULTIPLE CONDUIT

LINES BETWEEN

WALL AND FENCE

SEWER LINE

ON SURFACESEWER LINE

ON SURFACE

FIRE LINE

ON SURFACE

CONC WALK

END OF

MARKINGS (DU)

NOTE:

ADDITIONAL

ALUMINUM POSTS

NOT LOCATED

6.833

2.0X2.0 VAULT

8.618 3" 90

8.499 3" 45

8.280

3" WYE

8.346 3" 90

8.887

3" WYE

8.874

3" PVC

DRAINAGE MANHOLE

RIM EL. 8.56'

SE INV. 3.56' (12" RCP)

W INV. 0.36' (12" CMP)

DRAINAGE MANHOLE

RIM EL. 4.29'

E INV. -0.11' (12" CMP)

S INV. -0.21' (12" RCP)

EMERGENCY CALL BOX

DRAINAGE MANHOLE

RIM EL. 4.19'

N INV. -0.21' (12" RCP)

S INV. -0.41 (12" RCP)

UNDERGROUND ELECTRIC

LINE (TYP)

AC PAD

S-11

GRATE EL 6.41

W 12" CMP INV 2.02

S-13

RIM EL 6.74

BOTTOM EL 0.66

S-12

RIM EL 6.83

BOTTOM EL 2.08

S-12

RIM EL 4.83

S-07

GRATE EL 4.89

NE 12" HDPE INV -0.01

W 24" HDPE INV -0.67

SOIL BORING "B-2A"

ELEVATION 5.52

SOIL BORING "B-2"

ELEVATION 6.5

SOIL BORING "B-3"

ELEVATION 5.03

CONC

STEPS

FENCE

MOTOR

FF EL 9.16

FF EL 9.28 FF EL 9.16

FF EL 8.62 FF EL 8.65 FF EL 8.65

COVERED CONC

AND ASPHALT

COVERED CONC

AND ASPHALT

COVERED

CONC AREA

COVERED

CONC AREA

FENCE

POST

CONC PAD

WITH SIGN

POLES

B U I L D I N G

B U I L D I N G

B U

I L

D I

N G

.2

115.1'

.2

3.1'

.0

2.9'

.3

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

.0

G

AT

E

6' PLASTIC FENCE

6' CHAIN LINK FENCE

6' C

H

AI

N L

IN

K

FE

N

C E

G

AT

E

6' PLASTIC FENCE

COVERED CONC

6' PLASTIC FENCE

CONC STEPS (TYP)

TBM #101

COVERED

CONC AREA

HEAVY EQUIPMENT

AREA

HEAVY EQUIPMENT

AREA

PARKING

AREA

BOLLARD

(TYP)

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

SOIL BORING "B-4"

ELEVATION 4.6

I-BEAM (TYP)

ALUMINUM POST (TYP)

10" RETAINING

WALL

B U I L D I N G

FF EL 6.90

GATE

B U I L D I N G

LOCKED

WALL

COVERED

CONC AREA

COVERED CONC

AND ASPHALT

HYDRAULIC

LIFT

6' PLASTIC FENCE

CONC

EYE WASH

STATION

220.3'

CONC WALK

FF EL 8.60

6.7 66.8

6.9 0 6.7

6.8

6.8

6.8

6.7

6.7

6.7 8 7.5

7.4

7.1

6.9

6.9 9 6.9

6.9

6.5

6.5 65.9

5.9 65.5

5.5 24.9

4.9

4.9

4.9

4.7

4.5

4.4

4.5

4.5

4.5

4.8

4.2

4.1

4.1

4.0

4.0

4.1

4.2

4.4

4.5

4.6 1 4.8 5 5.0

4 5.3 1 5.5

4 5.9

6.0

6.1

12" 12"12"

14"

6.6

5.9

5.3

4.7

4.6

4.5

4.7

4.6

4.8 5.1

12"

12"

5.4

5.4

4.2

4.1

4.9

5.1

5.0

5.2 4.9

4.9

4.8

4.7

4.7

4.7

4.6

4.7

4.8

4.9

5.0

5.1

5.2

4.4

4.4

4.3

4.2

4.3

4.3

4.3

4.4

4.6

4.6

4.6

4.6

4.7

5.1 65.1

5.1

4.9

4.9

4.8

5.0

4.8

5.9

5.4

5.1

5.3

5.4

6.0

5.6

5.0

4.9

5.3

5.4

5.5

5.8

5.6

6.0

6.1

6.4

6.8

6.1

9.2

9.2

9.1

9.1

9.1

9.1

8.0

8.0

8.8

8.3

8.1

6.3

8.9 8.8

8.9 8.4

8.2

8.0

8.5 8.96.55.3

6.1

7.0

6.2 6.5

12"

12" 12"

10"

9"

4.7

5.1

5.4

6.8

6.8

6.9

7.4

7.5

7.4

7.4

7.5

8.8 3 8.8

8.9

8.9

8.9

8.8

8.3

7.2

6.7

6.7

6.7

6.7

6.8

6.8

6.8

6.8

7.1 7.8

6.9

7.0 46.7

6.8

6.6

6.7

6.6

6.3

6.8 5 6.7

6.5

6.8

6.8

6.8

6.8

6.6

6.6

6.3

6.6

6.4

6.4

6.1 3 6.2

6.2

6.2

6.8 26.8

6.7

6.2

6.1

8.6

7.8

8.9

9.2

6.4

6.4

6.9

6.9

6.8

12" 6.5

86.5

6.3

5.9

5.6

5.1 44.6

4.9

4.9

4.5

4.5 6 5.3

4 6.3

6.0

5.9

5.9

5.8

5.8

5.8

5.2

5.2

5.0

4.5 9 4.7

5.8

5.9

5.9

6.0

5.5

4.6

4.6

6.9

8.4

8.4

6.9

7.1

7.3

7.2

7.6

7.8

.2

.43

.59

.2

.47

.60

.56

.4810

.2

.46

.4410

.42

.54

9.8

9.2

8.4

7.9

8.6 9.0

9.1

9.1

6.9 6.9

6.8

7.0

7.5

7.3 67.3

7.2

7.3

.0

9.3 8.4

7.2

7.7

7.4

9.8 9.8

.2

.0

9.8

7.8

.0

9.8 8.0

8.1 88.1

8 9.8

9.8

.23

.27

9.9

.14 10

.16

8.6

8.0

8.5

9.9

12" 12" 10" 10"

12" 10" 12" 10" 8"

12"

8"

12" 16"

GATE

BUILDING

CONC

RAMP

CONC

WALK

HANDICAPPED PARKING

ONLY SIGN (TYP)

TBM #101

FND PK&D STAMPED

"TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97'

GRASS

6" CONC CURB

(5) 2" PVC

PIPES

TWIN 2X12"

PAVER

WALK(TYP)

6" CONC BOLLARD

CONC PAD

WITH HANDRAIL

6' CHAIN LINK

FENCE

(5) METAL SUPPORT

PARKING STRIPING

(TYP)

6" CONC CURB

6" CONC CURB

6" CONC CURB

6" CONC CURB

STRIPING (TYP)

(WALKWAY)

FF=8.59'

FF=8.60'

CONC

RAMP

ASPHALT

PAVEMENT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

9.4

7.3

7.5

5.7

5.9

5.5

5.4

5.4

5.4 3 5.8

5 6.2 6 6.8

9.3

8.9 6 9.2

7.6

7.0

6.8

6.2 6.5

5.9

5.5

6.2

6.1

9.5

9.0

8.6 8.6

8.4

8.1 8.1

8.3

7.8

7.2

6.8

7.0

6.4

6.5

6.1

6.1

6.3

6.1

6.0

5.2

5.8

8.9

7.6

7.4

6.4

6.3

5.7

6.2

6.7

7.2

7.6

8.4

8.2

8.2

7.9

7.5

6.6

7.0

6.2

8.5 26.5

6.5

6.4

6.2

6.3 0 6.6

6.8

8.1

7.9

7.8

7.8

8.1

7.2

7.3

7.3 3 7.3

7.7

7.9

8.4

8.4 4 7.7

8.5

9.0

8.6

8.1

8.1

8.3

8.3

8.2

8.4

8.6 0 8.7

9.0 29.5

9.3

9.3

8.8

9.3 9.1 9.4

9.5

9.4

9.3

9.2

9.5

9.4

9.5

9.6

9.3

9.8

9.6

9.6

9.5

9.5 9.5

9.9

9.2

8.2

9.3

8.8

8.3

8.1

5.1

9.8

9.8

9.7

8.9

7.7

7.8

9.0

7.2

9.7

8.2

8.8

6.9

7.4

9.1

6.0

5.8

6.5 4 7.3

9 7.2

9.3

9.5

7.3

5.8

9.3

8.9

9.0

7.8

8.9

8.0

6.1

6.2

6.5

6.1

7.4

7.0

8.8

8.9

9.5

8.4

7.9

7.9

8.3

8.5

8.6

6.2

5.4

5.0

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING BUILDING OVERHANG

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

EXISTING SIDEWALK

EXISTING PAVERS

EXISTING UNIDENTIFIED UTILITY

EXISTING FORCE MAIN

EXISTING FIRE LINE

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

APOLINAR VARGAS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

01/26/2024 CRHJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

NOT FOR CONSTRUCTION

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/26/2024

CS - 021

EXISTING CONDITIONS

1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD SURVEY PERFORMED

BY PENNONI ASSOCIATES.

2. ELEVATIONS BASED ON MIAMI DADE SURVEY CONTROL POINT "N-3004-A",

ELEVATION 8.86 FEET, AND "N-3005", ELEVATION 5.46 FEET, NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88).

3. UNLESS SPECIFICALLY STATED OR SHOWN HEREON TO THE CONTRARY, THIS

SURVEY IS MADE SUBJECT TO AND DOES NOT LOCATE OR DELINEATE:

A. RIGHTS OR INTERESTS OF THE UNITED STATES OF AMERICA OR THE

CITY OF MIAMI, OVER LANDS NOW OR FORMERLY FLOWED BY

TIDEWATER, BUT NO LONGER VISIBLE OR PHYSICALLY EVIDENT, OR

LANDS CONTAINING ANY ANIMAL, MARINE, OR BOTANICAL SPECIES

REGULATED BY OR UNDER THE JURISDICTION OF ANY FEDERAL, STATE,

OR LOCAL AGENCY.

B. BUILDING SETBACK LINES, ZONING REGULATIONS OR LINES

ESTABLISHED BY ANY FEDERAL, STATE OR LOCAL AGENCY WHICH MAY

AFFECT THE BUILDING OR DEVELOPMENT POTENTIAL OF THE SUBJECT

PROPERTY.

C. ANY SUBSURFACE OR SUBTERRANEAN CONDITION, EASEMENTS OR

RIGHTS, INCLUDING, BUT NOT LIMITED TO MINERAL OR MINING RIGHTS,

OR THE LOCATION OF OR RIGHTS TO ANY SUBSURFACE STRUCTURES,

CONTAINERS OR FACILITIES OR ANY OTHER NATURAL OR MAN-MADE

SUBSURFACE CONDITION WHICH MAY OR MAY NOT AFFECT THE USE OR

DEVELOPMENT POTENTIAL OF THE SUBJECT PROPERTY.

3. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE APPROXIMATE

AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF

EXISTING UTILITIES SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY

THAT MAY AFFECT THEIR USE OR LOCATION.

4. A. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON

THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS

AVAILABLE AT THE TIME THESE PLANS WERE PREPARED AND FROM

SURFACE OBSERVATION OF THE SITE.

B. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF

UNDERGROUND UTILITIES AND STRUCTURES IS NOT GUARANTEED.

C. IN ACCORDANCE WITH "UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT" FLORIDA STATUTES, CHAPTER 556. THE CONTRACTOR

SHALL NOTIFY ALL UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE

ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING DAYS

BEFORE THE START OF EXCAVATION

D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF ALL

UNDERGROUND UTILITIES AND STRUCTURES BEFORE THE START OF

WORK.

GENERAL NOTES:

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

SOIL BORING "B-3"

ELEVATION 5.03

CONC

STEPS

SANITARY

PUMP STATION

CONC PAD

WITH SIGN

POLES

S-02

S-04 S-05

S-10

±1

±7 7'

S-01 S-02

SET PK&D STAMPED

"TRAVERSE LB 8126"

PARKING

AREA

CATCH BASIN

CATCH BASIN

CURB INLET

CURB INLET

STORM LINE

DEPTH 2'-4'

END OF

MARKINGS

PUMP STATION VAULT

LID EL 6.84

TOP OF 2" FM (2) EL 5.84

E 3" PVC 90° INV 5.44

BOTTOM EL -0.16

(FULL OF DEBRIS)

4" METAL FIRELINE

TOP 10.97

90° BEND

TOP 11.00

TOP 8.80

90° BEND

TOP 8.99

4" METAL FIRELINE

90° BEND TOP 8.98

90° BEND

TOP 9.66

TOP 9.68

3" PVC

TOP 8.52

3" 45° BEND

TOP 6.87

3"x4" REDUCER

TOP 6.98

3"x4" REDUCER

TOP 7.80

4" WYE

WITH CAP

TOP 7.03

4" WYE

WITH CAP

TOP 7.63

3" WYE WITH CAP

TOP 7.80

3" 45° BEND

TOP 8.50 3" 90° BEND

TOP 8.62

3" 90° BEND

TOP 8.35

3" PVC

TOP 8.87

3" WYE

TOP 8.28

3" WYE

WITH CAP

TOP 8.89

UGS

DEPTH 3'-5'

POST INDICATOR

VALVE

CONTROL

PANEL

MULTIPLE CONDUIT

LINES BETWEEN

WALL AND FENCE

SEWER LINE

ON SURFACESEWER LINE

ON SURFACE

FIRE LINE

ON SURFACE

CONC WALK

END OF

MARKINGS (DU)

NOTE:

ADDITIONAL

ALUMINUM POSTS

NOT LOCATED

6.833

2.0X2.0 VAULT

8.618 3" 90

8.499 3" 45

8.280

3" WYE

8.346 3" 90

8.887

3" WYE

8.874

3" PVC

DRAINAGE MANHOLE

RIM EL. 4.19'

N INV. -0.21' (12" RCP)

S INV. -0.41 (12" RCP)

UNDERGROUND ELECTRIC

LINE (TYP)

AC PAD

S-11

GRATE EL 6.41

W 12" CMP INV 2.02

S-13

RIM EL 6.74

BOTTOM EL 0.66

S-12

RIM EL 6.83

BOTTOM EL 2.08

S-12

RIM EL 4.83

S-07

GRATE EL 4.89

NE 12" HDPE INV -0.01

W 24" HDPE INV -0.67

SOIL BORING "B-2A"

ELEVATION 5.52

SOIL BORING "B-2"

ELEVATION 6.5

SOIL BORING "B-3"

ELEVATION 5.03

CONC

STEPS

FENCE

MOTOR

FF EL 9.21

FF EL 9.16

FF EL 9.28 FF EL 9.16

FF EL 8.62 FF EL 8.65 FF EL 8.65

COVERED CONC

AND ASPHALT

COVERED CONC

AND ASPHALT

COVERED

CONC AREA

COVERED

CONC AREA

FENCE

POST

CONC PAD

WITH SIGN

POLES

B U I L D I N G

B U I L D I N G

B U

I L

D I

N G

.2

115.1'

.2

3.1'

.0

2.9'

.3

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

.0

G

AT

E

6' PLASTIC FENCE

6' CHAIN LINK FENCE

6' C

H

AI

N L

IN

K

FE

N

C E

G

AT

E

6' PLASTIC FENCE

COVERED CONC

6' PLASTIC FENCE

CONC STEPS (TYP)

TBM #101

SET PK&D

STAMPED "TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97

GATE

GATE

6' METAL

FENCE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

HEAVY EQUIPMENT

AREA

HEAVY EQUIPMENT

AREA

PARKING

AREA

ASPHALT

DRIVE

BOLLARD

(TYP)

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

8" CURB

(TYP)

SOIL BORING "B-4"

ELEVATION 4.6

I-BEAM (TYP)

ALUMINUM POST (TYP)

10" RETAINING

WALL

FF EL 11.58

B U I L D I N G

CONC DOCK

FF EL 6.90

G

AT

E

GATE

B U I L D I N G

LOCKED

WALL

COVERED

CONC AREA

COVERED CONC

AND ASPHALT

HYDRAULIC

LIFT

6' PLASTIC FENCE

CONC

EYE WASH

STATION

220.3'

UGS

DEPTH 3'-5'

CONC WALK

FF EL 8.60

B U I L D I N G

6.7

6.7

6.7 66.8

6.9

0 6.7

6.8

6.8

6.8

6.7

6.7

6.7 8 7.5

7.4

7.1

6.9

6.9 9 6.9

6.9

6.5

6.5 65.9

5.9 65.5

5.5 24.9

4.9

4.9

4.9

4.7

4.5

4.4

4.5

4.5

4.5

4.8

4.2

4.1

4.1

4.0

4.0

4.1

4.2

4.4

4.5

4.6 1 4.8 5 5.0

4 5.3 1 5.5

4 5.9

6.0

6.1

12" 12"12"

14"

6.6

5.9

5.3

4.7

4.6

4.5

4.7

4.6

4.8 5.1

12"

12"

5.4

5.4

4.2

4.7

4.1

4.9

5.1

5.0

5.2 4.9

4.9

4.8

4.7

4.7

4.7

4.6

4.7

4.8

4.9

5.0

5.1

5.2

4.4

4.4

4.3

4.2

4.3

4.3

4.3

4.4

4.6

4.6

4.6

4.6

4.7

5.1 65.1

5.1

4.9

4.9

4.8

5.0

4.8

5.9

5.4

5.1

5.3

5.4

6.0

5.6

5.0

4.9

5.3

5.4

5.5

5.8

5.6

6.0

6.1

6.5

8.1

7.2

6.4

6.8

6.1

9.2

9.2

9.1

9.1

9.1

9.1

8.0

8.0

9.1

9.1

8.98.8 8.8

8.3 8.1

7.8

6.7

6.3

8.9

8.8

8.9 8.4

8.2

8.0

8.5 8.96.55.3

6.1

7.0

6.2 6.5

12"

12" 12"

10"

9"

4.7

5.1

5.4

6.7

6.8

6.8

6.9

7.4

7.5

7.4

7.4

7.5

8.8 3 8.8

8.9

8.9

8.9

8.8

8.3

7.2

6.7 6.7

6.7

6.7

6.8

6.8

6.8

6.8

7.1

7.8

6.9

7.0 46.7

6.8

6.6

6.7

6.6

6.3

6.8 5 6.7

6.5

6.8

6.8

6.8

6.8

6.6

6.6

6.3

6.6

6.4

6.4

6.1 3 6.2

6.2

6.2

6.8 26.8

6.7

6.2

6.1

8.6

7.8

8.9

9.2

6.4

6.4

6.9

6.9

6.8

12"

6.5 86.5

6.3

5.9

5.6

5.1 44.6

4.9

4.9

4.5

4.5 6 5.3

4 6.3

6.0

5.9

5.9

5.8

5.8

5.8

5.2

5.2

5.0

4.5 9 4.7

5.8

5.9

5.9

6.0

5.5

4.6

5.1

5.2

5.6

4.6

5.4

6.9

8.4

8.4

6.9

7.1

7.3

7.2

7.6

7.8

.2

.43

.59

.2

.47

.60

.56

.4810

.2

.46

.4410 .42

.54

9.8 9.2

8.4

7.9

8.6 9.0

9.1

9.1

6.9 6.9

6.8

7.0

7.5

7.3 67.3

7.2

7.3

.0

9.3

8.4

7.2

7.7

7.4

9.8

9.8

.2

.0

9.8 7.8

.0

9.8

8.0

8.1 88.1

8 9.8

9.8

.23

.27

9.9

.14 10 .16

8.6

8.0

8.5

9.9

7.7

.66

7.8

8.5

168.2'

GATE

12" 12" 10" 10"

12" 10" 12" 10" 8"

12"

8"

12"

GATE

BUILDING

CONC

RAMP

CONC

WALK

TBM #101

FND PK&D STAMPED

"TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97'

GRASS

6" CONC CURB

(5) 2" PVC

PIPES

TWIN 2X12"

PAVER

WALK(TYP)

6" CONC BOLLARD

CONC PAD

WITH HANDRAIL

(5) METAL SUPPORT

PARKING STRIPING

(TYP)

6" CONC CURB

6" CONC CURB

6" CONC CURB

FF=8.59'

FF=8.60'

CONC

RAMP

ASPHALT

PAVEMENT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

PROPOSED

SILT FENCE

LIMITS OF

DEMOLITION

PUMP STATION TO BE REPLACED

EXISTING CANOPY

& SUPPORT STRUCTURES

TO BE REMOVED

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING BUILDING OVERHANG

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

EXISTING FEATURE TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING PAVERS

EXISTING UNIDENTIFIED UTILITY

EXISTING FORCE MAIN

EXISTING FIRE LINE

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

APOLINAR VARGAS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

01/26/2024 CRHJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

NOT FOR CONSTRUCTION

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/26/2024

CS - 051

DEMOLITION PLAN

00 10' 20'

N O

R

TH

1. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR

DISCONNECTION OF ALL UTILITIES ON SITE TO BE REMOVED.

2. ALL DEMOLITION TO BE PERFORMED BY A QUALIFIED,

LICENSED CONTRACTOR IN ACCORDANCE WITH ALL

APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND

REGULATIONS. ALL DEBRIS TO BE REMOVED FROM THE SITE

AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL REGULATIONS.

3. ALL UTILITIES SHALL BE DISCONNECTED AND REMOVED IN

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL REGULATIONS.

4. ANY UTILITIES DAMAGED DURING DEMOLITION AND

CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED IN

KIND BY THE CONTRACTOR AT HIS OWN EXPENSE. UTILITY

REMOVAL SHALL BE IN ACCORDANCE WITH THE

REQUIREMENTS OF THE UTILITY COMPANY.

5. ALL OPENINGS IN STORM SEWER STRUCTURES RESULTING

FROM PIPE REMOVAL SHALL BE FILLED WITH SEWER BRICK

AND MORTAR OR REPLACED, AS DIRECTED BY THE CITY

ENGINEER.

6. STORMWATER AND SANITARY LINES, STRUCTURES AND

APPURTENANCES SHALL BE REMOVED IN THEIR ENTIRETY.

7. ALL EXISTING BUILDING CONCRETE FOUNDATIONS AND

FOOTINGS ARE TO BE REMOVED IN THEIR ENTIRETY. ALL SITE

STRUCTURES AND IMPROVEMENTS WITHIN THE LIMIT OF

DEMOLITION SHALL BE REMOVED IN THEIR ENTIRETY,

INCLUDING FOUNDATIONS UNLESS NOTED OTHERWISE.

8. TREES TO BE REMOVED SHALL INCLUDE REMOVAL AND

DISPOSAL OF TREES AND STUMPS.

9. DUST CONTROL - DEMOLITION CONTRACTOR IS RESPONSIBLE

FOR WETTING DUST GENERATING DEBRIS FROM TIME OF

FIRST CONTACT UNTIL PLACING INTO APPROPRIATE WASTE

OR HAULING CONTAINERS OR TRUCKS. DEBRIS SHALL NOT BE

ALLOWED TO DRY BEFORE REMOVAL FROM SITE.

10.WATER FOR DUST CONTROL - DEMOLITION CONTRACTOR IS

RESPONSIBLE FOR PROVIDING WATER TANK / PUMP TRUCKS

IF ON-SITE WATER FLOW OR PRESSURE IS NOT SUFFICIENT

FOR OPERATIONS.

11.CONTAMINATED SOIL - IF UNUSUAL STAINS OR ODORS ARE

DETECTED IN SOILS, CEASE OPERATIONS AND NOTIFY THE

EHS IMMEDIATELY.

DEMOLITION NOTES:

SOIL BORING "B-2A"

ELEVATION 5.52

SOIL BORING "B-2"

ELEVATION 6.5

SOIL BORING "B-3"

ELEVATION 5.03

CONC

STEPS

FENCE

MOTOR

FF EL 9.21

FF EL 9.16

FF EL 9.28 FF EL 9.16

FF EL 8.62 FF EL 8.65 FF EL 8.65

COVERED CONC

AND ASPHALT

COVERED CONC

AND ASPHALT

COVERED

CONC AREA

COVERED

CONC AREA

FENCE

POST

CONC PAD

WITH SIGN

POLES

B U I L D I N G

B U I L D I N G

B U

I L

D I

N G

.2

115.1'

.2

3.1'

.0

2.9'

.3

.0

3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.3

.0

G

AT

E

6' PLASTIC FENCE

6' CHAIN LINK FENCE

6' C

H

AI

N L

IN

K

FE

N

C E

G

AT

E

6' PLASTIC FENCE

COVERED CONC

6' PLASTIC FENCE

CONC STEPS (TYP)

TBM #101

SET PK&D

STAMPED "TRAVERSE LB 8126"

N: 530948.19

GATE

6' CHAIN

LINK FENCE

COVERED

CONC AREA

HEAVY EQUIPMENT

AREA

HEAVY EQUIPMENT

AREA

PARKING

AREA

ASPHALT

BOLLARD

(TYP)

BOLLARD

(TYP)

R

AM

P

R

AM

P

ST

O

P

BA

R

ST

O

P

BA

R

CONC SIDEWALK

8" CURB

(TYP)

8" CURB

(TYP)

SOIL BORING "B-4"

ELEVATION 4.6

I-BEAM (TYP)

ALUMINUM POST (TYP)

10" RETAINING

WALL

B U I L D I N G

FF EL 6.90

G

AT

E

GATE

B U I L D I N G

LOCKED

WALL

COVERED

CONC AREA

COVERED CONC

AND ASPHALT

HYDRAULIC

LIFT

6' PLASTIC FENCE

CONC

EYE WASH

STATION

220.3'

CONC WALK

FF EL 8.60

12" 12"12"

14"

12"

12"

12"

12" 12"

10"

9"

12"

.47

.60

.56

.48

.46

12" 12" 10" 10"

12" 10" 12" 10" 8"

12"

8"

12"

GATE

BUILDING

CONC

RAMP

CONC

WALK

HANDICAPPED PARKING

ONLY SIGN (TYP)

TBM #101

FND PK&D STAMPED

"TRAVERSE LB 8126"

N: 530948.19 E: 913634.49

ELEVATION 4.97'

GRASS

6" CONC CURB

(5) 2" PVC

PIPES

TWIN 2X12"

PAVER

WALK(TYP)

6" CONC BOLLARD

CONC PAD

WITH HANDRAIL

6' CHAIN LINK

FENCE

(5) METAL SUPPORT

PARKING STRIPING

(TYP)

6" CONC CURB

6" CONC CURB

6" CONC CURB

6" CONC CURB

STRIPING (TYP)

(WALKWAY)

FF=8.59'

FF=8.60'

CONC

RAMP

ASPHALT

PAVEMENT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

CURB CUT

EXISTING VINYL FENCE

TO BE CLEANED AND REPAIRED

PROPOSED CANOPY

EXISTING VINYL FENCE

TO BE CLEANED AND REPAIRED

EXISTING

MAINTENANCE SHOP

TO BE PAINTED

PROPOSED POST (TYP.)

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING BUILDING OVERHANG

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

BORING LOCATION

EXISTING SIGN

EXISTING LIGHT

EXISTING UTILITY POLE

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

EXISTING FEATURE TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING PAVERS

EXISTING UNIDENTIFIED UTILITY

EXISTING FORCE MAIN

EXISTING FIRE LINE

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED WALL

PROPOSED CANOPY

PROPOSED SIDEWALK

PROPOSED WATER MAIN

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR30

PROPOSED FENCE

PROPOSED VEGETATION

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

APOLINAR VARGAS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

01/26/2024 CRHJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

NOT FOR CONSTRUCTION

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/26/2024

CS - 101

SITE PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

9.4

7.3

7.5

8.9

7.6

7.0

6.8

6.2

6.5

5.9

5.5

6.2

6.1

9.5

8.6

8.1

7.2

6.86.4

6.1

5.2

5.8 6.2

6.7

7.2

7.6

6.6

7.0

6.2

8.5

6.2

7.3

7.3 3 7.3

7.7

7.9

8.4

8.4 4 7.7

8.5

9.3

8.8

9.3

9.5

8.8

8.3

5.1

9.8

9.7

9.7

7.4

9.1

7.3

5.8

8.9

7.8

6.1

6.2

6.5

6.1

9.5

8.6

6.2

SOIL BORING "B-3"

ELEVATION 5.03

.2

115.1'

.2

3.1'

.0

2.9' 3.1'

.3

29.1'

7.

7'

21.4'

7.

6'

37.5'

.0

SOIL BORING "B-4"

ELEVATION 4.6

220.3'

12" 12"12"

14"

12"

12"

4.2

4.4

4.3

4.5

4.1

12"

6.8

12"

4.5 6 5.3

4 6.3

4.6

.47

.60

.56

.48

.46

12" 12" 10" 10"

12" 10" 12" 10" 8"

12"

8"

12"

CONC

WALK

6" CONC CURB

SOIL BORING "B-3"

ELEVATION 5.03

S-02

S-04 S-05

S-08

±1

±7 7'

S-01 S-02

SET PK&D STAMPED

"TRAVERSE LB 8126"

N: 531091.24 E: 913585.68

ELEVATION 4.14 CATCH BASIN

CATCH BASIN

CURB INLET

CURB INLET

END OF

MARKINGS

4" METAL FIRELINE

TOP 10.97

90° BEND

TOP 11.00

TOP 8.80

90° BEND

TOP 8.99

4" METAL FIRELINE

90° BEND TOP 8.98

90° BEND

TOP 9.66

TOP 9.68

POST INDICATOR

VALVE

CONTROL

PANEL

MULTIPLE CONDUIT

LINES BETWEEN

WALL AND FENCE

FIRE LINE

ON SURFACE

END OF

MARKINGS (DU)

6.833

2.0X2.0 VAULT

8.618 3" 90

8.499 3" 45

8.280

3" WYE

8.346 3" 90

8.887

3" WYE

8.874

3" PVC

DRAINAGE MANHOLE

RIM EL. 8.56'

SE INV. 3.56' (12" RCP)

W INV. 0.36' (12" CMP)

DRAINAGE MANHOLE

RIM EL. 4.29'

E INV. -0.11' (12" CMP)

S INV. -0.21' (12" RCP)

DRAINAGE MANHOLE

RIM EL. 4.19'

N INV. -0.21' (12" RCP)

S INV. -0.41 (12" RCP)

UNDERGROUND ELECTRIC

LINE (TYP)

S-11

GRATE EL 6.41

W 12" CMP INV 2.02

S-13

RIM EL 6.74

BOTTOM EL 0.66

S-12

RIM EL 6.83

BOTTOM EL 2.08

S-12

RIM EL 4.83

S-07

GRATE EL 4.89

NE 12" HDPE INV -0.01

W 24" HDPE INV -0.67

EXISTING VINYL FENCE

TO BE CLEANED AND REPAIRED

PROPOSED CANOPY

EXISTING VINYL FENCE

TO BE CLEANED AND REPAIRED

EXISTING

MAINTENANCE SHOP

TO BE PAINTED

PROPOSED

5,274 SF

CANOPY

PROPOSED POST (TYP.)

PROPOSED

ROOF DRAIN (TYP)

CONNECT TO

EXISTING 12"

DRAINAGE PIPE

INV IN: 2.02

PROPOSED 12"

PERFORATED

HDPE

DMH-01

(DOGHOUSE)

RIM: 5.97

INV: 2.00

VIF

CO-04

RIM: 6.35

INV: 2.23

VIF

CO-05

RIM: 7.97

INV: 2.95

VIF

CO-03

RIM: 8.05

INV: 3.52

VIF

CO-02

RIM: 7.14

INV: 3.00

VIF

FD-02

GRATE: 7.02

INV: 2.88

VIF

CO-01

RIM: 6.23

INV: 2.28

VIF

23 LF 12" HDPE @ 1%

93 LF 12" HDPE @ 1%

35 LF 12" HDPE @ 1%

12 LF 12" HDPE @ 1%

45 LF 12" HDPE @ 1%

28 LF 12" HDPE @ 1%

PROPOSED

LIFT STATION

LID 8.0

PROPOSED LIFT

STATION

CONTROL PANEL

PROPOSED 2" FORCE MAIN

(CONNECT TO EXISTING)

DIVERT EXISTING

SANITARY SEWER TO

PROPOSED FORCE MAIN

INV 4.0

10 LF 2" SANITARY

LATERAL @ 1.5%

INV IN 3.85

11 LF 2" FORCE MAIN

INV OUT 4.5

15 LF 12" HDPE @ 1%

FD-01

GRATE: 6.32

INV: 2.43

VIF

FD-03

GRATE: 7.58

INV: 3.35

VIF 17 LF 12" HDPE @ 1%

EXISTING LEGEND

EXISTING MANHOLES

EXISTING COMMUNICATION, UNDERGROUND

EXISTING NATURAL GAS, UNDERGROUND

EXISTING POWER, UNDERGROUND

EXISTING SANITARY SEWER, UNDERGROUND

EXISTING STORM SEWER, UNDERGROUND

EXISTING STORM SEWER, ROOF DRAIN

EXISTING BUILDING OVERHANG

EXISTING WATER, UNDERGROUND

EXISTING CURB

EXISTING EDGE OF PAVEMENT

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING EXISTING TREES

EXISTING BOLLARD

EXISTING SIGN

EXISTING FENCE

EXISTING BUILDING

EXISTING SPOT ELEVATION100.55

EXISTING STORM SEWER, INLET

EXISTING SANITARY SEWER, CLEAN-OUT

EXISTING JUNCTION BOX

EXISTING WATER STRUCTURES

EXISTING VALVES

EXISTING SIDEWALK

EXISTING PAVERS

EXISTING UNIDENTIFIED UTILITY

EXISTING FORCE MAIN

EXISTING FIRE LINE

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED WALL

PROPOSED CANOPY

PROPOSED WATER MAIN

PROPOSED STORM SEWER

PROPOSED SANITARY SEWER

PROPOSED UNDERGROUND ELECTRIC

PROPOSED UNDERGROUND GAS

PROPOSED AREA DRAIN

PROPOSED DRAINAGE INLET

PROPOSED DRAINAGE MANHOLE

PROPOSED SANITARY MANHOLE

PROPOSED FENCE

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

APOLINAR VARGAS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

01/26/2024 CRHJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

NOT FOR CONSTRUCTION

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/26/2024

CS - 171

UTILITY PLAN

00 10' 20'

N O

R

TH

SITE INFORMATION:

ADDRESS: 1201 NW 16TH ST

MIAMI, FL 33125

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

1201 NW 16TH ST

MIAMI, FL 33125

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE

TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.

2. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO VISIBLE BENDS AT

JOINTS.

3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE

REQUIRED TO PROPERLY CONSTRUCT THE WORK.

4. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO EXCEED 6 INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF

APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING

UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN.

THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO

REPAIR AND REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND COMPACTED SUBGRADE.

8. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND TRENCH

BACKFILLED BY THE END OF EACH WORK DAY.

9. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL.

10. ALL TRENCHES SHALL BE PROPERLY SECURED AND BRACED.

11. ALL EXISTING CASTING AND INLET TOPS OR GRATES MUST BE ADJUSTED TO THE PROPOSED GRADE, UNLESS

OTHERWISE INDICATED.

12. ALL PROPOSED UTILITIES, INCLUDING ELECTRIC SERVICE, SHALL BE PLACED UNDERGROUND.

13. ALL CONNECTIONS TO EXISTING UTILITIES AND TESTING SHALL BE PERFORMED IN THE PRESENCE OF UTILITY

OWNERS AND PENNONI. CONNECTION LOCATIONS MUST BE APPROVED IN FIELD AFTER PIPE IS EXPOSED.

CONTRACTOR SHALL PROVIDE WRITTEN REQUEST TO PENNONI WITH PROPOSED TIME AND DATE OF CONNECTION AT LEAST 5 WORKING DAYS IN ADVANCE OF PLANNED CONNECTION. COORDINATE WITH LOCAL

JURISDICTION ON THE CAPPING AND DISCONNECTING REQUIREMENTS FOR

14. ANY EXISTING SERVICES.ALL BUILDINGS CONTAINING KITCHENS / RESTAURANTS REQUIRE GREASE TRAPS

SIZED IN ACCORDANCE WITH THE EPA REGULATIONS WITHIN SANITARY LATERALS.

15. ON SITE SANITARY SEWER IS PRIVATELY OWNED.

UTILITY NOTES:

ENCLOSURE AND DEADFRONT LAYOUT (TYPICAL)

ELECTRICAL DATA

GENERAL NOTES

INLET INVERT

TOP OF WET WELL

HIGH WATER ALARM

PUMP OFF

BOTTOM OF WET WELL

ELEVATIONS*

LAG PUMP ON

LEAD PUMP ON

WET WELL/VALVE BOX LAYOUT

PO BOX 3529, LAKELAND, FL 33802

PHONE: (863) 665-8500 FAX: (863) 666-3858

LISTED

U L

PUMP DESIGN CAPACITY

IMPELLER DIAMETER

PUMP DESIGN TDH

SECONDARY TDH

HORSEPOWER

VOLTAGE

PUMP DATA TABLE

PHASE

DISCHARGE SIZE

NOTES:

SECONDARY CAPACITY

C

B

A

D

E

F

G

A

B

C

D

E

F

G

SECTION VIEW

PLAN VIEW

PUMP MODEL

GPM

FT

GPM

FT

HP

V

PH

PUMP PERFORMANCE CURVE

3- W

IR

E

0v

,1

Ø MCB __A

L1 L2

N

CCB

15A

V M

MECHANICAL

INTERLOCK

R G

ECB __A

F1-2 1A

600V

VM

GFICB

15A

GFI

VMR

SFM2

R IL

SFM1

ILR

TB9

TB10

TB13

TB14

PDB

N

G

AH

M1

PCB1

MS1

__A

S

T1 T2 T3

M2

PCB2

MS2

__A

S

T1 T2 T3

VMR

AR

I0.4 (HIGH_LEVEL)

I0.5 (VOLTAGE_MONITOR)

PLC DIGITAL INPUTS

PLC

UPS

SR

L N

PSU

PSUCB

1A

ETHERNET

SWITCH

SWITCH

COMMUNICATIONS TOPOLOGY

PLC

ETHERNET

CAT5E

SCADA

CAT5E

(BY

OTHERS)

NETWORK

ALT

6 83

2 7

H O A

TB11 TB12THERMAL#1

ETM

G RL

MS1

OL1

VMR

H O A

TB15 TB16THERMAL#2

ETM

G RL

MS2

OL2

FS1TB1 TB2

OFF

FS2TB3 TB4

LEAD

FS3TB5 TB6

LAG

MS1 AUX

MS2 AUX

ASR

ASR AH

ASB

ASR

R

AL

F

FS4TB7 TB8

HIGH

120V

CONTINUED ON PAGE 2

N

AR

OL1 OL2

S S

SC

RC

SC

RC

120V

CONTINUED FROM PAGE 1

N

PLCCB

1A L1 L1 G

L1 G

N

+24 -24

COM

+24 -24

G

1 42 3 5 6 16117 8 109 12 13 1514

FIELD TERMINAL BLOCK

FS2

LEAD

OFF

FS1

FS3

LAG

FS4

ALARM

M1 M2

PUMP SENSOR CORDS

M O

IS

TU

R E

SE

N

SO

R

M O

IS

TU

R E

SE

N

SO

R

M O

IS

TU

R E

SE

N

SO

R

M O

IS

TU

R E

SE

N

SO

R

TH

ER

M

AL

S

EN

SO

R

TH

ER

M

AL

S

EN

SO

R

TH

ER

M

AL

S

EN

SO

R

TH

ER

M

AL

S

EN

SO

R

RESET

OL RESET

GFI

ASB

AL

SUN

SHIELD

PL

C

C B

UPS

SWITCH

SR PLC

GR

TERMINALS

CAPACITORS

HOA

HOURS

ETM

RL

IL

PUMP1

HOA

HOURS

ETM

RL

IL

PUMP2

M C

B

EC

B

PC

B2

PC

B1

G

FI

C B

C C

B

MS2MS1

N F1 -2

3O

0/

H Z

0-

VA

C

LO

SS

M O

N

IT

O R

PH

AS

E

SE

Q U

EN

C

E

AN

D

M

IN

M

AX

VM

3-POINT

LATCH

ASR AR VMR

POS. 1

POS. 2

ALT

4.7TO100K OHMS

SFM1

4.7TO100K OHMS

SFM2

PSU

PS

U

C B

PDB

RESET

BREAKERS

ENCLOSURE, 304SS, NEMA 3R/12

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, QOU - SIZE AS REQUIRED

SQ.D, 8536 - SIZE AS REQUIRED

MANUFACTURER, PART#

UNITRON CONTROLS, VM180-300

SQ.D, 9001-SKR1BH5

SQ.D, 9001-SKS43BH13

SQ.D, 9001-SKP38-LG

SQ.D, 9001-SKP38-LR

CUSTOM EQUIP., 36X36X12-SS

RUSSELL STOLL, JRSB1044FR

FEDERAL, 350-120-30 + TR

SYRELEC, PNRU-110A

ABBR.

MS1,2

PCB1,2

SFM1,2

IL

HOA

RL

ASB

AL

ETM

AH

VM

GR

4,2

CCB

OL

ECB

QTY.

MCB

ENC

GENERATOR RECEPTACLE, 100A

ALARM SILENCE BUTTON

HAND OFF AUTO SWITCH

INDICATING LIGHT, RED

SEAL FAIL MODULE

VOLTAGE MONITOR

ALARM HORN

ALARM LIGHT

RUN LIGHT, GREEN

ELAPSED TIME METER EATON, 6-T-3H-508RPM-406

AC/DC EQUIPMENT, R40-XLS-25

BILL OF MATERIALS

EMERGENCY CIRCUIT BREAKER

CONTROL CIRCUIT BREAKER

MAIN CIRCUIT BREAKER

PUMP CIRCUIT BREAKER

MOTOR STARTER

OVERLOAD HEATER

DESCRIPTION

SQ.D, QOU115

SQ.D, SIZE AS REQUIRED

FERRAZ, ATQR-12 F1-2 FUSE, 1A 600V

1 GFICB GFI CIRCUIT BREAKER SQ.D, QOU115

P&S, 1595I1 GFI GFI RECEPTACLE, 15A

1 F FLASHER INGRAM, SSF-150W

EATON, D5PR3A3 VMR,AR,ASR CONTROL RELAY

SIZE AS REQUIRED

SIZE AS REQUIRED

SC

RC RUN CAPACITOR

START CAPACITOR

SIZE AS REQUIRED2 S START RELAY

DIVERSIFIED, ARA-120-ACA1 ALT ALTERNATING RELAY

1 SR SIMPLEX RECEPTACLE PHOENIX, 2963860

1 PLC PROGRAMMABLE LOGIC CONTROLLER SCHNEIDER ELEC., TM221CE16R

1 PLCCB PLC CIRCUIT BREAKER A-B, 1489-M1C010

1 ENET ETHERNET SWITCH (4)RJ-45 + (1)ST F/O PORT PHOENIX, SFN-4TX/FX-ST

1 UPS UNITERRUPTABLE POWER SUPPLY APC

Revisions DateRevisions Date

VA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

APOLINAR VARGAS

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

RENOVATE PREVENTATIVE

MAINTENANCE SHOP AND

01/26/2024 CRHJS

546-22-106

MIAMI, FL

100% DESIGN SUBMITTAL

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

50% DESIGN DEVELOPMENT SUBMITTAL 10/13/2023

REPLACE ALUMINUM CANOPY

RDC/JPA Project No. 23082.00

NOT FOR CONSTRUCTION

65% CONSTRUCTION DOCUMENTS SUBMITTAL 12/08/2023

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/11/2024

100% CONSTRUCTION DOCUMENTS SUBMITTAL 01/26/2024

CS - 601

SITE DETAILS

EROSION AND SEDIMENTATION CONTROL NOTES

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND

OUTFALLS. REFER TO CONSTRUCTION PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN

THEY REACH SIX INCHES ON AN EROSION DEVICE.

2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE APPROVED BARRIERS OR OTHER APPROVED DEVICES AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER APPROVED DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF F.D.O.T. INDEX NO.

102, FDEP, OR AS DIRECTED BY THE ENGINEER.

3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT. ALL EROSION CONTROL MEASURES, SAND, SILT, AND DEBRIS SHALL BE REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN COMPLETED AND PRIOR TO COUNTY FINAL WALK-THROUGH.

4. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION.

5. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL DEVICES): THESE SHALL BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF-SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN ACCORDANCE WITH F.D.O.T. INDEX NO. 102 OR FDEP. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXISTING APPROVED BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED. ANY DAMAGED OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW ONES. THE LOCATION AND INSTALLATION OF APPROVED BARRIERS SHALL BE AS DIRECTED

BY THE PROJECT ENGINEER.

6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE PROTECTED FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED AROUND INLET APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES TO PREVENT SEDIMENT INTAKE

FROM OTHER AREAS.

7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES.

8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 1/2" RAIN EVENT DISTURBANCE.

9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER

REGULATORY AGENCY.

10. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO DISCHARGE.

11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR

OTHER ACCEPTABLE METHODS.

12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS OR DEVICES. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A SETTLING PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION.

13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE PROVIDED AND MAINTAINED PER F.D.O.T. INDEX NO. 106 OR FDEP.

14. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE ERECTED PRIOR TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD WORKING ORDER DURING CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED TURBIDITY BARRIERS WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF THE FENCE/BARRIER. STOCKPILE AREAS SHALL INCLUDE SILT

FENCE AROUND THE PERIMETER.

15. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED AT ALL TIMES. STORMWATER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR PROPOSED DITCHES, EXISTING AND

PROPOSED STORM SEWERS.

16. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY TO RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING WATERS, OR WETLAND SYSTEMS. TEMPORARY SEDIMENT BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL FOR OFF-SITE SEDIMENT TRANSPORT AND TO INSURE THAT DIRECT DISCHARGE DOES NOT OCCUR.

17. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING CONSTRUCTION. BANK PROTECTION MATERIAL SHALL BE CAREFULLY PLACED FROM THE BANK AND NOT DUMPED FROM ABOVE IN AN UNCONTROLLED MANNER. EROSION CONTROL FABRIC SHALL BE USED FOR EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME ESTABLISHED IN TIME TO PROTECT THE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PLANS, UPON COMPLETION OF CONSTRUCTION, ALL BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE- CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION.

UP UP UP UP

2.04

2.05

2.51

2.06

2.07

2.08

TYP.

PIPE SHOP

STORAGE

PM SHOP

RESTROOM

PM OFFICE

PM SHOP

WORK AREA

PIPE SHOP

2.10

2.152.152.152.15

2.152.152.152.15 2.152.152.152.15

2.152.152.152.15

2.08

2.52

2.542.54

2.532.532.532.53

2.11

2.09

2.082.082.082.08

S T A

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

10/13/2023Design Development Submittal50%

01/11/2024Construction Documents Submittal65%

/2

/2

:1

:2

P M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

DEMOLITION PLAN

AD101

BRJR

546-22-106

MIAMI, FL

Apolinar Vargas

100% Design Submittal 23082.00

A. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

B. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

C. Repair existing walls to match adjacent undisturbed wall where canopy shown to be removed.

D. Prepare walls and floor slabs as required to receive new fininsh materials where shown on Architectural and Finish plans.

2.04 Removed existing chainlink fence and gate.

2.05 Remove existing emergency shower and eye wash. See

Plumbing Drawings.

2.06 Remove existing 8' x 8' equipment lift. See Electrical

Drawings.

2.07 Remove existing stainless steel utility sink. See Plumbing Drawings.

2.08 Remove existing aluminum canopy, integrated gutter, downspouts, columns, and footings. Fill all grade holes with asphalt and prepar to receive new finish.

2.09 Patch all Bldg. 40 holes created by existing canopy with concrete and prepar building Bldg. 40 exterior to receive new paint finish.

2.10 Saw cut and remove existing damaged concrete retaining

wall. Exact extents TBD on site with COR. Approx. 20' long x 3' tall.

2.11 Remove existing break metal baffle.

2.15 Existing Shipping Container to be moved by VA.

2.51 Existing Air Compressor to remain

2.52 Existing membrane on concrete deck to remain.

2.53 Existing Metal Panel on Structural Steel canopy to

remain.

2.54 Existing aluminum canopy to remain

PLAN NOTES

GENERAL DEMOLITION NOTES

N Scale: 1/8" = 1'-0"1

DEMOLITION PLAN

N Scale: 1/8" = 1'-0"2

DEMOLITION PLAN - ROOF

524 Fernwood Drive, Altamonte Springs, Florida 32701 |www.rdcjpa.com| 800.362.1523

UP UP UP UP

A A

B B

4.8 4.4

2.7 2.3

A.5 A.5

PIPE SHOP

STORAGE

PM SHOP

RESTROOM

PM OFFICE

108 PM SHOP

WORK AREA

PIPE SHOP

23'-0"

6'-0"

8'-0" 11'-0" 25'-0" 9'-0" 7'-9" 8'-3" 24'-0"

122'-0" to f a c e o f w a ll a t g ra d e

10.15

4'-11 7/8" 8'-0" 18'-2"11'-0 1/8" 9'-0" 8'-0" 14'-11 1/8"

22.08

Fenced Secure Storage

2.14

2.12

TYP.

2.12TYP.

3.09

26.02

2.51

P it

Pit:

8'-0"

3.103.103.103.10

11.18

7.05 7.05 7.05

5.10

Fenced Secure Storage

5.10

5.11 5.11

7.05 7.05 7.05 7.05 7.05 7.05

2.14

AE301

AE301

AE301

AE301

S.1/AE201

W .1

/A E

S.2/AE201

E .2

/A E

W .2

/A E

N.1/AE201

W .1

/A E

E .1

/A E

2 0

C C

3"9' - 10"

7.05

7.05

7.05

7.057.05

A A

B B

4.8 4.4

2.7 2.3

A.5 A.5

26.03 26.03 26.03

P-3

Typical for all Structural Steel, Structural Perlins, and Steel Decking.

C C

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Pendant light fixture

Chain-hung light fixture

Access panel

Recessed wall-wash fixture

Surface-mounted strip light fixture

S T A

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

10/13/2023Design Development Submittal50%

01/11/2024Construction Documents Submittal65%

/2

/2

:1

:3

P M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

ARCHITECTURAL PLAN

AE101

BRJR

546-22-106

MIAMI, FL

Apolinar Vargas

100% Design Submittal 23082.00

N Scale: 1/8" = 1'-0"1

ARCHITECTURAL PLAN

2.12 Pressure wash existing white vinyl fence. Both sides.

2.14 Pressure wash exterior of existing Maintenance building, including exterior walls, doors, stairs, and handrails, preparation to receive new paint finish.

2.51 Existing Air Compressor to remain

3.09 6" wide concrete retaining wall. Dow #4 rebar every 6" vertically into adjacent concrete wall. Backfill with loose aggregate and layer of soil.

Locate weeps at lower grade level every 48" O.C.

3.10 Line existing 1' deep equipment lift pit with 1/4" expansion foam, fill with concrete, and level.

5.10 10'-0" tall chainlink fence with horizontal and vertical rails 5'-0" O.C.

5.11 Full height chainlink fence gate.

7.05 Connect aluminum gutter and downspout system to Storm Drainage.

See Civil Drawings

10.15 Flammable Storage Cabinet. Final location TBD.

11.18 New Ground Level Scissor Lift Table.

22.08 New Emergency Shower and Eye Wash. See Plumbing Drawings.

26.02 Relocate electrical junction box, as necessary, to complete concrete retaining wall. Coordinate with COR.

26.03 Ceiling-Mounted, adjustable fan. See Electrical Drawings.

PLAN NOTES

N Scale: 1/8" = 1'-0"2

REFLECTED CEILING PLAN

A. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

B See Structural and Architectural Section Drawings for canopy elevations

C. Existing Shop Floor Elevation 100'-0" equals Civil elevation 8.65'.

See Civil Drawings

D. See Electrical Drawings for lighting and fan specifications.

E. All Structural steel to be shop primed and field painted. Final color

TBD.

GENERAL NOTES

A

B

123456

4.8 4.4 2.7 2.3

A.5

AE301

AE301

AE301

AE301

/1

/1

130' - 11 1/4"

7.087.08

/4

/4

/4

5' - 3 3/8" 23' - 0" 25' - 0" 25' - 0" 25' - 0" 24' - 0" 3' - 8"

7.087.08

7.06

7.06

AE301

C

AE301

Sim

AE301

Sim

AE301

Sim

A A

123456 7.07

7.07

AE301

AE301

AE301

2.522.522.522.52

2.542.542.542.54

S T A

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H. RO

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AR101907

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

10/13/2023Design Development Submittal50%

01/11/2024Construction Documents Submittal65%

/2

/2

:1

:3

P M

Renovate Preventative Maintenance Shop and Replace

Aluminum Canopy

01/26/2024

ROOF PLANS

AE102

BRJR

546-22-106

MIAMI, FL

Apolinar Vargas

100% Design Submittal 23082.00

2.52 Existing membrane on concrete deck to remain.

2.54 Existing aluminum canopy to remain

7.06 5" x 7" Aluminum Gutter with leaf guard. 1/4" Slope Min.

7.07 4" x 3" Aluminum Gutter with leaf guard. 1/4" Slope min.

7.08 TPO single-ply roof membrane fully adhered to Cement Roof Board. Mechanically fasten Cement Roof Board to 3" deep structural decking. Add through and through mechanical fasteners near canopy edges, as required by roofing manufacturer.

PLAN NOTES

N Scale: 1/8" = 1'-0"1

ROOF PLAN - CANOPY

N Scale: 1/8" = 1'-0"2

ROOF PLAN - BUILDING 40

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

123456

Top of Concrete 101' - 4 1/4"

4.8 4.4 2.7 2.3

/2

3' - 8"24' - 0"8' - 3"7' - 9"9' - 0"25' - 0"11' - 0"8' - 0"6' - 0"23' - 0"5' - 3 3/8"

32.037.053.05 7.05 3.053.05 3.053.05 7.05 3.05

7.05

3.05 7.05

3.05

7.05

2.12

Maint. Shop Floor 100' - 0"

Maint. Shop Ceiling 109' - 0"

A B

Top of Concrete 101' - 4 1/4"

A.5

2.142.142.142.14

2.122.12

7.07

AE301

Sim

AE301

Sim

/4

3.0532.033.053.05

5.17

1 5/16" / 12"

1 5/16" / 12"

P-1

Maint. Shop Floor 100' -…