675-901-Expand ED BID Dwgs 1 of 2 - C.A.S.FP._2022-05-09.pdf

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Existing Building

New Expansion

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(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

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AR0012462

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL ELECTRICAL PLUMBING

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

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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.

CIVIL & STRUCTURAL

2555 NURSERY ROAD, SUITE 101

CLEARWATER, FL 33764

727.325.1246 P

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COVER SHEET

G001

NSKR

675-901

Orlando, Florida

Expand Emergency Department at Lake Nona 5201 Raymond Street Orlando, Florida 32803 PROJECT #: 675-901

Kevin Glover - COR

CONSTRUCTION

DOCUMENTS

20016.00

G001 COVER SHEET

G100 CODE DATA

CS-021 EXISTING CONDITIONS PLAN

CS-051 DEMOLITION PLAN

CS-052 EROSION CONTROL NOTES AND DETAILS

CS-101 SITE PLAN

CS-151 GRADING AND UTILITY PLAN

AD101 DEMOLITION PLAN

AD102 DEMO SECTIONS

A001 WALL TYPES

A101-D DIMENSION PLAN

A101-N NOTE PLAN

A102 ROOF PLAN

A121 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A401 TOILET ROOM PLANS & ELEVATIONS

A402 INTERIOR ELEVATIONS

A511 CASEWORK SECTIONS & DETAILS

A601 DOOR SCHEDULE & DETAILS

A602 WINDOW DETAILS

AF101-F FLOOR FINISH PLAN

AF101-W WALL FINISH PLAN

AF601 FINISH LEGEND

AS101 SIGNAGE PLAN

IF101 FF&E

S001 STRUCTURAL GENERAL NOTES

S002 WIND TABLES & SCHEDULES

S101 FOUNDATION PLAN

S102 ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S510 COMPOSITE FRAMING DETAILS

S511 FRAMING DETAILS

S901 ISOMETRIC VIEW

FP001 FIRE PROTECTION LEGENDS, SYMBOLS, & GENERAL NOTES

FD111 FIRE PROTECTION DEMO PLAN - LEVEL 1

FP111 FIRE PROTECTION OVERALL PLAN

FP121 FIRE PROTECTION INTERSTITIAL PLAN

FP501 FIRE PROTECTION DETAILS

P-001 PLUMBING LEGENDS, SYMBOLS, & GENERAL NOTES

PS111 PLUMBING GRAVITY OVERALL PLAN

PS121 PLUMBING GRAVITY PLAN - LEVEL 1 ROOF

PP111 PLUMBING PRESSURE OVERALL PLAN

PP121 PLUMBING PRESSURE PLAN - LEVEL 1 INTERSTITIAL

PG111 PLUMBING MED GAS OVERALL PLAN

PG121 PLUMBING MED GAS PLAN - LEVEL 1 INTERSTITIAL

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-601 PLUMBING GRAVITY ISOMETRICS

P-602 PLUMBING PRESSURE ISOMETRICS

P-603 PLUMBING MED GAS ISOMETRICS

P-801 PLUMBING SCHEDULES

M-001 MECHANICAL LEGENDS, SYMBOLS, & GENERAL NOTES

MD111 MECHANICAL HVAC DEMO PLAN - LEVEL 1

MH111 MECHANICAL DUCTWORK PLAN - LEVEL 1

MH112 MECHANICAL HVAC PLAN - LEVEL 1 ROOF

MP111 MECHANICAL PIPING PLAN - LEVEL 1

MP112 MECHANICAL PIPING PLAN - LEVEL 1 INTERSTITIAL

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-701 MECHANICAL CONTROLS

M-801 MECHANICAL SCHEDULES

E-001 ELECTRICAL LEGENDS

E-002 ELECTRICAL GENERAL NOTES

ED111 ELECTRICAL - OVERALL DEMO

E-111 ELECTRICAL OVERALL PLAN

EL111 ELECTRICAL - EXPANSION LIGHTING PLAN

EP111 ELECTRICAL - EXPANSION POWER PLAN

EP121 ELECTRICAL - EXPANSION ROOF POWER PLAN

E-401 ELECTRICAL ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ELECTRICAL - PARTIAL ONE-LINE DIAGRAM

E-801 ELECTRICAL SCHEDULES

E-802 ELECTRICAL PANEL SCHEDULES - EXISTING

E-803 ELECTRICAL PANEL SCHEDULES - NEW WORK

T-001 TELECOM LEGEND AND ABBREVIATIONS

TD111 TELECOM - OVERALL DEMO

T-101 TELECOM - OVERALL

TN111 TELECOM - EXPANSION VOICE/DATA

T-501 TELECOM - DETAILS AND DIAGRAMS

FA001 FIRE ALARM LEGEND AND ABBREVIATION

FD111 FIRE ALARM - OVERALL DEMO

FA111 FIRE ALARM - EXPANSION PLAN

FA501 FIRE ALARM DETAILS

FA601 FIRE ALARM DIAGRAMS

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.

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.

DRAWING INDEXVICINITY MAP

KEY PLAN

Revisions Date

1 Addendum 01 04/21/2022

RECORDS MANAGEMENT LANGUAGE FOR CONTRACTS (NARA)

The following standard items relate to records generated in executing the contract and should be included in a typical Electronic Information Systems (EIS) procurement contract:

1. Citations to pertinent laws, codes and regulations such as 44 U.S.C chapters 21, 29, 31 and 33; Freedom of Information Act (5 U.S.C.

552); Privacy Act (5 U.S.C. 552a); 36 CFR Part 1222 and Part 1228.

2. Contractor shall treat all deliverables under the contract as the property of the U.S. Government for which the Government Agency shall have unlimited rights to use, dispose of, or disclose such data contained therein as it determines to be in the public interest.

3. Contractor shall not create or maintain any records that are not specifically tied to or authorized by the contract using Government IT equipment and/or Government records.

4. Contractor shall not retain, use, sell, or disseminate copies of any deliverable that contains information covered by the Privacy Act of 1974 or that which is generally protected by the Freedom of Information Act.

5. Contractor shall not create or maintain any records containing any Government Agency records that are not specifically tied to or authorized by the contract.

6. The Government Agency owns the rights to all data/records produced as part of this contract.

7. The Government Agency owns the rights to all electronic information (electronic data, electronic information systems, electronic databases, etc.) and all supporting documentation created as part of this contract. Contractor must deliver sufficient technical documentation with all data deliverables to permit the agency to use the data.

8. Contractor agrees to comply with Federal and Agency records management policies, including those policies associated with the safeguarding of records covered by the Privacy Act of 1974. These policies include the preservation of all records created or received regardless of format [paper, electronic, etc.] or mode of transmission [e-mail, fax, etc.] or state of completion [draft, final, etc.].

9. No disposition of documents will be allowed without the prior written consent of the Contracting Officer. The Agency and its contractors are responsible for preventing the alienation or unauthorized destruction of records, including all forms of mutilation. Willful and unlawful destruction, damage or alienation of Federal records is subject to the fines and penalties imposed by 18 U.S.C. 2701. Records may not be removed from the legal custody of the Agency or destroyed without regard to the provisions of the agency records schedules.

10. Contractor is required to obtain the Contracting Officer's approval prior to engaging in any contractual relationship (sub-contractor) in support of this contract requiring the disclosure of information, documentary material and/or records generated under, or relating to, this contract. The Contractor (and any sub-contractor) is required to abide by Government and Agency guidance for protecting sensitive and proprietary information.

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

Fire Extinguisher Location

Egress Route

CODE LEGEND

F.E.

Common Path of Travel Max. Allowable = 100' Actual = 31'

Travel Distance to Exit Max. Allowable = 200' Actual = 29'

Travel Distance to Exit Max. Allowable = 200' Actual = 177'

Area H1C (Smoke Zone)

Electric

Travel Distance to Exit Max. Allowable = 200' Actual = 43'

F.E.

F.E.

Area H1A (Smoke Zone)

11,368 SF

Area H1L (Smoke Zone)

19,481 SF

Area H1B (Smoke Zone)

6,404 SF

Area H1C (Smoke Zone)

12,066 SF

(561) 270-0178 Delray Beach, FL. 33445

601 N. CONGRESS AVE. SUITE 106A

Florida P.E. 83972 Pennoni Project No. RDCJP20005

Florida Coa 7819 Jeremy M. Case, P.E.

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AR0012462

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

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21 4 5 6 7 8 9 10

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321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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CODE DATA

G100

CVKR

675-901

Orlando, Florida

Kevin Glover - COR

CONSTRUCTION

DOCUMENTS

20016.00

N Scale: 1/16" = 1'-0"

Code Plan

Code: NFPA 101 Life Safety Code (2018 Edition)

Construction Type: Type II (222)

Use Group: Health Care Occupancy

Height: 1 story expansion to existing 6 story building

Area of Work: Emergency Department Expansion = 3180 SF

Protection: Fully Suppressed

Chapter 4 - General

• 4.4.2.2 -Prescriptive-based life safety design meeting the requirements of Chapters 1 thru 3, Sections 4.5 thru 4.8, and

Chapters 6 thru 43 of this Code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.

• 4.4.2.3 -Where req’ts in Chapters 11 thru 43 differ from req’ts in Chapters 1 thru 4 and 6 thru 10, the req’ts of Chapters 11 thru

43 shall govern.

• 4.6.1.1 -The authority having jurisdiction (AHJ) shall determine whether the provisions of this Code are met.

• 4.6.7.1 -Rehabilitation category per 43.2.2.1.4 Reconstruction.

Chapter - 6 Classification of Occupancy and Hazard of Content

• 6.1.11 - Health Care Occupancy

• 6.2.2.1 -Hazard classification = Ordinary

Chapter 7 - Means of Egress

• 7.1.3.1 - Exit Access Corridors: >30 occup load = 1-hr. fire rating.

• 7.1.3.2.1 - Exit Separation:

(1)(3b) Connects 4 or more stories (Existing Egress Stairs with automatic sprinkler system): 1-hr. fire rating (NO CHANGE)

(9)(b) Openings in separation wall: fire doors with closers per 7.2.1.8.

• 7.3.1.2 – Occupant Load:

B1 - First Floor (Expansion):

Business - Offices (concentrated) 701 SF @ 50 sf / occ = 14 occup.

Assembly - Waiting Areas (net) 1667 SF @ 15 sf / occ = 111 occup.

Total = 125 occup.

• 7.3.2.2 – Max. projection within means of egress on ea. side: 4-1/2” (38” hgt. max.).

• 7.3.3.1 – Egress capacity (Health Care, sprinklered)

• Table 7.3.3.1- Stairs = .3” per occup; Level components and ramps = .2” per occup.

• 7.4.1.2 – Min. number of means of egress from any story = 2.

(1) Occupant load >500 and <1,000 = 3 exits minimum.

• 7.5.1.2.1 - Corridors to lead to means of egress without passing through any intervening spaces other than corridors, lobbies or spaces permitted to be open to the corridor.

• 7.5.1.2.2 - Corridors not required to be fire resistance rated shall be permitted to open into open floor plan areas.

Chapter 8 - Features of Fire Protection:

• Table 8.3.3.2.2 – Min Fire Protection for Openings in Fire-rated Assemblies:

Component Walls Fire Drs Vision Panel (size) FR Vision Panel FR Window Vert. shafts 2 hr 1-1/2 hr Max tested D-H-90 NP (stairs, exits):

Fire Barriers: 2 hr 1-1/2 hr Max tested D-H-90 NP

1 hr 3/4 hr Max tested D-H-45 3/4 hr

Smoke Barriers: 1 hr 1/3 hr Max tested D-20 3/4 hr 1/2 hr 1/3 hr Max tested D-20 1/3 hr

• 8.3.4.2.1 – Firestop Systems – Penetrations that pass thru a barrier shall be protected by a firestop system or device.

• 8.3.4.2.2 – The firestop system or device shall be tested in accordance with ASTM E814.

• 8.3.4.8 – Openings thru fire barriers for air-handling ductwork or air movement shall be protected per 9.2.1.

• 8.4.1 - Smoke Partitions shall limit the transfer of smoke.

• 8.5.1 - Smoke Barriers shall restrict the transfer of smoke and have 1 hour fire resistance rating.

• 8.5.3 - Fire Barriers that meet requirements of Section 8.5 shall be permitted to be used as a smoke barrier.

Chapter 9 - Building Service and Fire Protection Equipment

• 9.6.1.3 – Fire Alarm System req’d for life safety shall be per NFPA 70 and 72.

• 9.6.3.1 – Occupant notification shall be provided per 9.6.3, 18.3.4.3.1.

• 9.6.3.4 – Where permitted by Chapters 11 thru 43, a positive alarm sequence shall be permitted per NFPA 72 (See 18.3.4.3).

• 9.6.4.1 – Emergency Forces notification req’d per 9.6.4 and 18.3.4.3.2.1.

• 9.6.5.1 – Emergency Control functions shall be installed per NFPA 72 as req’d per 9.6.5 and 18.3.4.4.

• 9.6.7.1 – Alarm annunciation is required per 9.6.7 and 18.3.4.3.3.

• 9.7.1.1 – Supervised automatic sprinkler system as req’d by 9.7.1 and 18.3.5.1 and shall comply with NFPA 13.

• 9.9 - Portable fire extinguishers shall be selected, installed, inspected, and maintained per NFPA 10.

Chapter 10 – Interior Finish, Contents, and Furnishings

• Table A.10.2.2 Interior Finish Classification Limitations for Health Care (Existing)

Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

• 10.2.3.1 - Interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 10.2.3.2.

• 10.2.3.1.2 - Materials tested in accordance with 10.2.3.1.1 and complying with 10.2.3.2 shall be considered also to comply with the requirements of Class A, Class B, or Class C in accordance with 10.2.3.3.

• 10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

(4) Existing interior finish exempt from smoke dev. criteria.

• 10.2.7.2 – Floor finish other than carpet: Min. Rad flux: .1 W/ cm².

• 10.2.8.1 – Wall and Ceiling finishes, where sprinkled:

Class C permitted in any location where Class B is req’d.

Class B permitted in any location where Class A is req’d.

• 10.2.8.2 – Floor finishes, where sprinkled:

Class II permitted in any location where Class I is req’d.

Provisions of 10.2.7.2 shall apply where Class II is req’d.

Chapter 18 - New Health Care Occupancies

• 18.1.1.1.4 - The area of work is an existing hospital and therefore falls under Chapter 18.

• Table 18.1.6.1 - Construction Type Limitations: Type II (222), sprinklered, no story limitations.

• 18.1.7 - Occupant Load per Table 7.3.1.2.

• 18.2.2.2.5.2 - Door locking arrangements shall be permitted where the clinical needs of patients require specialized security measures for their safety, provided the following criteria are met:

(1) Staff can readily unlock doors at all times in accordance with 18.2.2.2.6

(2) A complete smoke detection system is provided throughout the locked spaced in accordance with 9.6.2.9 or locked doors can be remotely unlocked at an approved, constantly attended location within the space

(3) The building is protected throughout with an automatic sprinkler system in accordance with 18.3.5.1

(4) Locks are electrical locks that fail safely so as to release upon loss of power to the device

(5) Locks are released by independent activation of smoke detection system & automatic sprinkler system

• 18.2.2.2.6 - Doors located in the means of egress and are permitted to be locked per 18.2.2.2.5 shall comply with the following:

(1) Provisions shall be made for rapid removal of occupants by means of one of the following:

(a) Remote control of locks from within smoke compartment

(b) Keys for all locks to be carried by staff at all times

(c) Other reliable means available to staff at all times

(2) Only one locking device per door.

• 18.2.3.4 - Corridors in hospitals shall be not less than 8 feet in clear an unobstructed width.

• 18.2.5.2 - Dead end corridors shall not exceed 30’.

• 18.2.5.3 - Common path of travel shall not exceed 100’.

• 18.2.5.4 - Every corridor shall have access to not less than two approved exits without passing through any intervening spaces other than corridors or lobbies.

• 18.2.5.6.5 - Rooms within suites shall not be required to an exit access door leading directly to an exit access corridor.

• 18.2.5.7.1.2 - Suite Separation – Suites shall be separated from remainder of the building by walls and doors (0-hr smoke partitions).

• 18.2.5.7.3.1 - Patient Care Non-sleeping suites

(a) Suites shall have exit access to a corridor complying with 18.3.6 or to a horizontal exit, directly from the suites.

(b) Suites of more than 2500 SF shall have not less than two exit access doors remotely located from each other.

(c) For Suites requiring two exit access doors, one of the exit access doors, on of the access doors shall be permitted to be to one of the following:

(1) An exit stair

(2) An exit passageway

(3) An exit door to the exterior

(4) Another suite, provided that the separation between the suites complies with the corridor requirements of

18.3.6.2 through 18.3.6.5.

• 18.2.5.7.3.3 - Patient Care Non-sleeping suite travel distance

(a) Travel distance within a non-sleeping suite to an exit access corridor door, or a horizontal exit door and from the suite shall not exceed 100ft.

(b) Travel distance between any point in a non-sleeping suite and an exit shall not exceed 200ft.

• 18.2.6.2.1 - Travel distance from any point in a room to exit shall not exceed 200’.

• 18.3.2.1.3 - Storage rooms (clean supply and clean linen) larger than 50 SF but not exceeding 100 SF shall be protected by smoke partitions.

• 18.3.4.1 - Health care occupancies shall be provided with a fire alarm system IAW Section 9.6.

• 18.3.5.1 - Building containing health care occupancies shall be protected throughout by approved, supervised automatic sprinkler systems IAW Section 9.7.

• 18.3.5.12 - Portable fire extinguishers shall be provided IAW Section 9.9.

• 18.3.6.2.2 - No fire resistance rating is required for corridor walls.

• 18.3.6.2.3 - Corridor walls shall form a barrier to limit the transfer of smoke but are not required to be smoke barriers or smoke partitions.

• 18.3.6.3.1 - Corridor doors shall be doors constructed to resist the passage of smoke.

• 18.3.7.3 - Smoke barrier shall be constructed IAW Section 8.5 and shall have 1 hour fire resistive rating.

• 18.3.7.6 - Doors in smoke barriers shall have 20 minute fire resistive rating.

• 18.3.7.5.1 - Not less than 30 net SF of accumulation space per resident/patient shall be provided in smoke compartment on either side of smoke partition. - The doors shall not be required to swing in the direction of egress travel.

Chapter 43 - Building Rehabilitation

• 43.1.2.1 - Any building undergoing repair, renovation, modification, or reconstruction shall comply with both of the following:

(1) Req'ts of the applicable existing occupancy chapters (Chapter 39).

(2) Req'ts of the applicable section of this Chapter (Sections 43.4 and 43.5).

• 43.4.1 - Renovations & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to existing construction.

• 43.5.1 - Modifications & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to new construction.

CODE NOTES

Revisions Date

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

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING PAVERS

FF EL 86.48'

FF EL 86.57'

DROP INLET

GRATE EL 85.56

NE 8" PVC INV 81.00 (DU)

SE 18" HDPE INV 77.16

SW 4" PVC INV 80.99 (DU)

NW 12" RCP INV 77.92 (DU)

NW 6" METAL PIPE INV 82.89 (DU)

INV 82.56 (12")

CORE INTO EXISTING STRUCTUREYARD DRAIN

GRATE EL 85.41

NE 6" HDPE INV 84.16 (DU)

SW 6" HDPE INV 84.17 (DU)

DROP INLET

GRATE EL 83.73

NW 18" HDPE INV 76.98

POST WITH

NO SIGN

PAVERS

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DRIVE

ASPHALT

DRIV

E

EX

IS

TI

NG S

OUTH

W

ES

T

W

IN

G B U

I L D

I N G

(4 S

TO

RIE

S)

FF

E

.42

EXISTING LOBBY

B U I L D I N

G

(4 STORIES)

PILLAR (T

YP)

PI

LL

ER

(T

YP

PORTE-COCHÈRE

IS

LA

ND

IS

LA

ND

RIBBON

CURB

6" CURB

(TYP)

CONC WITH

CLEANOUT

BOLLARD

(TYP)

BOLLARD

(TYP)

.94

.94

.85

.74

.68

.6085

.67

.24

.98

.78

.41

.93

.03

.59

.13

.01

.9983

.96

.96

.86

.27

.6585 .14

.28

.37

.83

.48

.18

.16

.29

.39

.40

.30

.29

.30

.31

.33 84

.33

.47

.19

.01

.06

.01

.19

.26

.2684

.3584 .3584

.52

.51

.6784

.67

.72

.72

.9284

.91

.01

.02

.0084

.99

.98

.96

.96

.9284 .93

.9785 .40

.41

.45

.60

.95

.00

.91

.56

.52

.21

.21

.1085 .09

.04

.04

.9884

.99

.19

.01

.39

.52

.51

.76

.99

.89

.66

.57

.78

.48

.39

.36

.49

.33

.43

.72

.60

.70

.69

.95

.01

.95

.23

.23

.33

.21

.72

.64

.24

.02

.37

.69

.63

.57

.50

.1185

.10

.01

.02

.9884 .97

.92

.91

.8684

.86

.90

.90

.20

.20

.20

.7585 .80

.3185 .4285

.93

.90

.41

.5085 .96

.00

.51

.5285

.55

.73

.96

.16

.23

.97

.88

.71

.80

.90

.53 85

.62

.87

.84

.81

.03

.82

.20

.35

.25

.99

.86

.08

.95

.7385

.58

.83

.90

.02

.89

.63

.64

.86

.91

.70

.71

.95

.95

.87

.83

.71

.95

.14

.30

.33

.31

.31

.44

.29

.41

.16

.08

.26

.98

.22

.99

.38

.49

.60

.64

.73

.92

.25

.60

.76

.9285 .92

.93

.82

.59

.2385 .73

.68

.71

.74 85 .19 85

.21

.72

.85

.99

.21

.49

.43

.27

.01

.87

.69

.87

.73

.70

.79

.62

.74 83

.74

.84

.92

.10

.4584 .94

.02

.51

.76

.80

.92

.06

10"

20"

14"

10"

16"

13"

16"

14"

11"

11"

11"

12"

14"

11"

100.55

PROJECT

LOCATION

Revisions DateRevisions Date

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

FULLY SPRINKLERED

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

DOCUMENTS

Expand Emergency Department at Lake Nona

08/13/2021 ANPJS

675-901

ORLANDO, FL

CONSTRUCTION 20016.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

KEVIN GLOVER -COR

1. TOPOGRAPHIC INFORMATION OBTAINED FROM FIELD

SURVEY PERFORMED BY PENNONI ASSOCIATES IN JANUARY

OF 2021.

2. ELEVATIONS BASED ON CITY OF ORLANDO BENCHMARKS

"BM-20-059", BEING 82.822 FEET, AND "BM 20-060", BEING

82.939 FEET, NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD 88).

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 ORLANDO, 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:

SECTION 25, TOWNSHIP 24S, RANGE 30E

ADDRESS: ORLANDO VA MEDICAL CENTER

13800 VETERANS WAY

ORLANDO, FL 32827

OWNER: U.S. DEPT. OF VETERANS AFFAIRS

13800 VETERANS WAY

ORLANDO, FL 32827

ENGINEER: PENNONI

JASON SHERIDAN, PE

5755 RIO VISTA DRIVE

CLEARWATER, FL 33760

CS - 021_____________

EXISTING CONDITIONS PLAN

LOCATION MAP

SCALE: 1"=100'

FLOOD ZONE INFORMATION:

THE PROPERTY SHOWN LIES WITHIN ZONE "X"

AS SHOWN ON FLOOD INSURANCE RATE MAPS

NO. 120186, COMMUNITY PANEL NUMBER

12095C0650G EFFECTIVE JUNE 20, 2018.

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

DEMOLITION AREA

EXISTING UTILITY TO BE DEMOLISHED

EXISTING SIDEWALK

EXISTING TREE TO BE REMOVED

EXISTING PAVERS

FF EL 86.48'

FF EL 86.57'

FF EL 86.42'

DROP INLET

GRATE EL 85.56

NE 8" PVC INV 81.00 (DU)

SE 18" HDPE INV 77.16

SW 4" PVC INV 80.99 (DU)

NW 12" RCP INV 77.92 (DU)

NW 6" METAL PIPE INV 82.89 (DU)

INV 82.56 (12")

CORE INTO EXISTING STRUCTUREYARD DRAIN

GRATE EL 85.41

NE 6" HDPE INV 84.16 (DU)

SW 6" HDPE INV 84.17 (DU)

DROP INLET

GRATE EL 83.73

NW 18" HDPE INV 76.98

POST WITH

NO SIGN

PAVERS

COVERED AREA (TYP)

CONCRETE

CONCRETE

WALKWAY

CONCRETE

C O

N C

R

ET

E W

AL

KW

AY

COVERED AREA (TYP)

COVERED A

REA (T

YP)

CONCRET

E

W

AL

KW

AY

PA

VE

RS

PA

VE

RS

ASPHALT

DRIVE

ASPHALT

DRIV

E

EX

IS

TI

NG S

OUTH

W

ES

T

W

IN

G B U

I L D

I N G

(4 S

TO

RIE

S)

FF

E

.42

EXISTING LOBBY

B U I L D I N

G

(4 STORIES)

PILLAR (T

YP)

PI

LL

ER

(T

YP

PORTE-COCHÈRE

IS

LA

ND

IS

LA

ND

RIBBON

CURB

6" CURB

(TYP)

CONC WITH

CLEANOUT

BOLLARD

(TYP)

BOLLARD

(TYP)

10"

20"

14"

10"

16"

13"

16"

14"

11"

11"

11"

12"

14"

11"

LIMITS OF

DEMOLITION

YARD DRAIN TO

BE REMOVED

EXISTING PAVERS

TO BE RESET

EXISTING DRIANAGE

STRUCTURE AND

CONTRIBUTING SYSTEM

TO BE MAINTAINED AND

PROTECTED DURING

CONSTRUCTION

PORTION OF BUILDING

TO BE REMOVED

(SEE ARCH PLANS)

SIGN TO BE

REMOVED

EXISTING SIDEWALK

TO BE REMOVED

TREE TO BE

REMOVED

LIGHT TO BE

REMOVED

LIGHT TO BE

REMOVED

LIGHT TO BE

REMOVED

EXISTING BOLLARDS

TO BE REMOVED

LIMITS OF

DEMOLITION

7 FT CHAIN LINK

CONSTRUCTION

FENCE

7 FT CHAIN LINK

CONSTRUCTION

FENCE GATE

STPD

EXISTING SIDEWALK

TO BE REMAIN

VALVE TO

BE RESET

AT GRADE

EXISTING RIBBON

CURB TO BE

RECONSTRUCTED

Revisions DateRevisions Date

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

FULLY SPRINKLERED

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

DOCUMENTS

Expand Emergency Department at Lake Nona

08/13/2021 ANPJS

675-901

ORLANDO, FL

CONSTRUCTION 20016.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

KEVIN GLOVER -COR

00 10' 20'

N O

R

TH

CS - 051_____________

DEMOLITION PLAN

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:

Revisions DateRevisions Date

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

FULLY SPRINKLERED

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

DOCUMENTS

Expand Emergency Department at Lake Nona

08/13/2021 ANPJS

675-901

ORLANDO, FL

CONSTRUCTION 20016.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

KEVIN GLOVER -COR CS - 052_____________

EROSION CONTROL NOTES

AND DETAILS

DETAIL- SOIL TRACKING PREVENTION DEVICEDETAIL-

N.T.S.

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.

GRADE

10'-0 5/8" 11'-0"7'-0"

FENCE HEIGHT END & CORNER POSTS LINE POSTS

10'-8" 6'-8 7/8"

10'-0" MAX SPACING

B-

H -1

H -2

B-

#9 GA. GALVENIZED STEEL 2"

MESH FABRIC

#7-GAUGE TOP

AND BOTTOM

TENSION WIRES

2" SCHEDULE-40

GALVENIZED STEEL PIPE

END, CORNER, AND PULL

POSTS

CONCRETE ENCASEMENT

6" ALL AROUND

4000 PSI (TYP.)

6" TYP.

2" SCHEDULE-40

GALVENIZED STEEL LINE

POST

1 1/4" SCHEDULE-40

GALVENIZED STEEL TOP

RAILS

TENSION

WIRE

H-2

HEIGHT ABOVE GRADE

B-2

BAR LENGTH

H-1

HEIGHT ABOVE GRADE

B-1

BAR LENGTH

NOMINAL

HEIGHT

NOTES:

1. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER HALCO ONLY.

SQ & RND SIZES

GATE POSTS

SINGLE LEAF GATES

OPENING

FACE TO FACE

HINGE SPACE (S)

POST TO UPRIGHT

GATE PLAN

OPENING

SINGLE GATE ELEVATION

U

BA

R

L

EN

G

TH

H

S

F

2 1/2"

GATE POSTS

SQ & RND SIZES

DOUBLE LEAF GATES

FACE TO FACE

OPENING

POST TO UPRIGHT

HINGE SPACE (S)

SEE NOTE #1

DOUBLE GATE ELEVATION

OPENING

U

BA

R

L

EN

G

TH

H

S

F

.07

GATE PLAN

S

FOR SQUARE &

ROUND GATE POSTS:

2 1/4"

2 1/2" SQ

OR

2.875" OD

3'-0"

THROUGH

6'-0"

FOR SQUARE &

ROUND GATE POSTS:

2 1/4"

2 1/2" SQ

OR

2.875" OD

8'-0"

THROUGH

12'-0"

NOTES:

1. CENTER UPRIGHT REQUIRED ON GATE LEAVES

6'-0" & WIDER. CENTER RAIL REQUIRED ON GATE

LEAVES 7'-0" & HIGHER.

SINGLE 0R DOUBLE LEAF GATES

UPRIGHT HT (U)

ACTUAL DIM

NOM HEIGHT (H) FRAME HT (F)

ACTUAL DIM

7'-0" 6'-10" 6'-8 1/2"

WITHOUT

BARBED WIRE

SEE

NOTE

#1

LATCH

POST

DETAIL- CONSTRUCTION FENCE GATEDETAIL-

N.T.S.

DETAIL- CONSTRUCTION FENCEDETAIL-

N.T.S.

6" Ø GALVANIZED STEEL BOLLARD

4,000 PSI

CONCRETE FOOTER

ASPHALT,

GRAVEL,

OR SOD

DETAIL- CRASH RATED BOLLARDDETAIL-

N.T.S.

2" CLR.

13 8" C

LR

2" CLR.

#4 STIRRUPS

AT 12" O.C.

(4) #5 EACH

FACE.

8" 97

8"

2' -3

7 8" 4"

CONT. 4000 psi CONCRETE GRADE

BEAM. EXTEND GRADE BEAM 2'-0"

PAST BOLLARD AT EA. END.

COORD. W/ PAVER

THICKNESS.

FINISHED GRADE

8" SCH 40 CONCRETE

FILLED STEEL HDG

PIPE BOLLARD.

LC

1' -7

7 8"

DETAIL- CRASH RATED BOLLARD FOUNDATIONDETAIL-

N.T.S.

DETAIL- RIBBON CURBDETAIL-

N.T.S.

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

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 CONTOUR

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED SOD

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

PROPOSED LIGHT POLE

FF EL 86.48'

FF EL 86.57'

POST WITH

NO SIGN

PAVERS

COVERED AREA (TYP)

CONCRETE

CONCRETE

C O

N C

R

ET

E W

AL

KW

AY

COVERED A

REA (T

YP)

CONCRET

E

W

AL

KW

AY

ASPHALT

DRIVE

ASPHALT

DRIV

E

EX

IS

TI

NG S

OUTH

W

ES

T

W

IN

G B U

I L D

I N G

(4 S

TO

RIE

S)

FF

E

.42

EXISTING LOBBY

B U I L D I N

G

(4 STORIES)

PILLAR (T

YP)

PI

LL

ER

(T

YP

PORTE-COCHÈRE

IS

LA

ND

IS

LA

ND

RIBBON

CURB

6" CURB

(TYP)

CONC WITH

CLEANOUT

BOLLARD

(TYP)

.96

.93

13"

16"

14"

11"

11"

11"

12"

14"

11"

10'

17'

49.8'

.7'

.2'

6.4'

11.0'

3.0'

11.0'

8.0'

9.0'

PROPOSED

OVERHANG

PROPOSED 3,350 SF

BUILDING ADDITION

± 86.40

EXISTING PAVERS

TO BE MAINTAINED

EXISTING SIDEWALK

TO BE MAINTAINED

PROPOSED

9'x4' BENCH PAD

PROPOSED

PAVERS

PROPOSED

CONCRETE

SIDEWALK

PROPOSED

K4 RATED

BOLLARDS

RECONSTRUCTED

CURB

PROPOSED

COLUMN

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

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING PAVERS

Revisions DateRevisions Date

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

FULLY SPRINKLERED

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

DOCUMENTS

Expand Emergency Department at Lake Nona

08/13/2021 ANPJS

675-901

ORLANDO, FL

CONSTRUCTION 20016.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

KEVIN GLOVER -COR CS - 101_____________

SITE PLAN

00 10' 20'

N O

R

TH

DETAIL- CONCRETE SIDEWALKDETAIL-

N.T.S.

PROPOSED LEGEND

PROPOSED CURB LINE

PROPERTY LINE

PROPOSED PROPOSED WALL

PROPOSED BUILDING OUTLINE

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 CONTOUR

PROPOSED FENCE

PROPOSED BUILDING OVERHANG

PROPOSED SOD

5.7

4% PROPOSED SLOPE

PROPOSED SPOT ELEVATION

PROPOSED LIGHT POLE

FF EL 86.48'

FF EL 86.57'

DROP INLET

GRATE EL 85.56

NE 8" PVC INV 81.00 (DU)

SE 18" HDPE INV 77.16

SW 4" PVC INV 80.99 (DU)

NW 12" RCP INV 77.92 (DU)

NW 6" METAL PIPE INV 82.89 (DU)

INV 82.56 (12")

CORE INTO EXISTING STRUCTURE

DROP INLET

GRATE EL 83.73

NW 18" HDPE INV 76.98

POST WITH

NO SIGN

PAVERS

COVERED AREA (TYP)

CONCRETE

CONCRETE

C O

N C

R

ET

E W

AL

KW

AY

COVERED A

REA (T

YP)

CONCRET

E

W

AL

KW

AY

ASPHALT

DRIVE

ASPHALT

DRIV

E

EX

IS

TI

NG S

OUTH

W

ES

T

W

IN

G B U

I L D

I N G

(4 S

TO

RIE

S)

FF

E

.42

EXISTING LOBBY

B U I L D I N

G

(4 STORIES)

PILLAR (T

YP)

PI

LL

ER

(T

YP

PORTE-COCHÈRE

IS

LA

ND

IS

LA

ND

RIBBON

CURB

6" CURB

(TYP)

CONC WITH

CLEANOUT

BOLLARD

(TYP)

.96

.93

13"

16"

14"

11"

11"

11"

12"

14"

11"

17'

49.8'

.7'

.2'

6.4'

11.0'

3.0'

11.0'

8.0'

9.0'

PROPOSED 3,350 SF

BUILDING ADDITION

± 86.40

2%

2%

PROPOSED

ROOF DRAIN

MATCH

EXISTING

GRADE

MATCH

EXISTING

GRADE

2%

2%

2%

85.95

85.83

85.85

85.85

85.83

85.57

85.75

85.63

85.63

86.00

85.80 85.75

86.01

86.00

85.80

85.43

85.50 85.80

86.00

86.25 86.30

86.30

86.25

86.25

86.25

86.10

13 LF 12" HDPE

@ 7.5%

9 LF 6" HDPE

@ 5.0%

INV. 83.54

INV. 83.09

INV. 83.59

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

DEMOLITION AREA

EXISTING SIDEWALK

EXISTING PAVERS

Revisions DateRevisions Date

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

FULLY SPRINKLERED

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

DOCUMENTS

Expand Emergency Department at Lake Nona

08/13/2021 ANPJS

675-901

ORLANDO, FL

CONSTRUCTION 20016.00

Revisions Date

PENNONI ASSOCIATES INC.

5755 Rio Vista Dr

Clearwater, FL 33760 T 727.451.9561

Florida COA: 7819

KEVIN GLOVER -COR CS - 151_____________

GRADING AND UTILITY PLAN

00 10' 20'

N O

R

TH

NOTE:

ALL EXISTING IRRIGATION HEADS WITHIN THE

PROPOSED SIDEWALK AND UNDER PROPOSED

BUILDING ADDITION WILL BE RELOCATED TO

SODDED AREAS.

1. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT, TEST AND CERTIFY TO

THE COMPACTION OF ALL LOAD BEARING FILLS. ALL EXISTING UNDERGROUND

UTILITIES SHALL BE REMOVED OR RELOCATED. THE PREPARED SUBGRADE SHALL

BE PROOF ROLLED WITH A SMOOTH-DRUM VIBRATING ROLLER TO DELINEATE

SOFT/UNSTABLE AREAS AND COMPACT SOILS DISTURBED DURING EXCAVATION

OPERATIONS. AREAS WHICH EXHIBIT INSTABILITY SHALL BE UNDERCUT AND

REPLACED WITH LOAD-BEARING FILL.

2. MINIMUM PAVEMENT GRADE SHALL BE 1.0% SLOPE UNLESS NOTED OTHERWISE.

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. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS

MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT

NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE

STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS

REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT

SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED

ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO

COMPLY WITH THIS REQUIREMENT.

5. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL

SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS

AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S

RESPONSIBILITY.

6. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES

AROUND THE WORK AREA AND SHALL PROVIDE PROTECTION AGAINST WATER

DAMAGE AND SOIL EROSION.

7. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD

88).

GRADING NOTES:

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:

6.2

5.2

4.2

3.2

2.2

A.2

B.2

1.2

2.0

A.05

34.5 34.2

A.04

5.8

4.8

3.8

2.8

1.4

A.01

35.4

27.8

E.8 33.8

AD102

Decon

1A702a

Shower

1…