A06_-_Drawings_(Bon_Secour)_1.pdf

PDF 22 MB Posted Dec 20, 2024

Attached to: REPLACE HEADQUARTERS OFFICE AT THE BON SECOUR NWR Federal contract opportunity
Solicitation number: 140FGA25R0004
Issued by: Department of the Interior Fish and Wildlife Service

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A06_-_Specifications_(Bon_Secour)_1.pdf	PDF	Dec 20, 2024
A14_-_Sources_Sought_Notice_1.pdf	PDF	Dec 20, 2024
A04_-_Statement_of_Work_1.pdf	PDF	Dec 20, 2024

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PROJECT LOCATION: 12295

STRONG RD.

GULF SHORES, AL 36542

PROJECT LOCATION: 12295

STRONG RD.

GULF SHORES, AL 36542

DRAWN:

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DESIGN:

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C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

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COVER SHEET

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120'60'30'0'

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ARCHITECTURAL GRAPHIC SCALES ENGINEERING GRAPHIC SCALES

FISH & WILDLIFE SERVICES

BON SECOUR NATIONAL

WILDLIFE REFUGE

BON SECOUR VISITOR CENTER & ADMINISTRATION

12295 STRONG RD.

GULF SHORES, AL 36542

ISSUED FOR

CONSTRUCTION

05/02/2024

5/ 2/

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

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P e a ch tr e e D u n w o o d y R o a d

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SHEET INDEX & PROJECT

GENERAL NOTES

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SHEET INDEX

SHEET NUMBER SHEET NAME

REVISION

NUMBER DATE DESCRIPTION

P-801 DOMESTIC WATER RISER DIAGRAMS

P-802 SANITARY WASTE RISER DIAGRAM

11 MECHANICAL

M-001 LEGEND, ABBREVIATIONS & GENERAL NOTES

M-101 FIRST FLOOR DUCTWORK PLAN

M-201 FIRST FLOOR MECHANICAL PIPING PLAN

M-301 ENLARGED PLANS AND SECTIONS

M-501 DETAILS

M-601 SCHEDULES

M-701 CONTROLS

12 ELECTRICAL

E-001 ELECTRICAL LEGENDS AND SYMBOLS

E-002 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

E-100 SITE PLAN

E-101 LIGHTING PLAN

E-102 POWER PLAN

E-103 MECHANICAL POWER PLAN

E-104 TELECOMMUNICATION & TECHNICAL SECURITY PLAN

E-105 LIGHTNING PROTECTION & GROUNDING PLAN

E-501 DETAILS

E-601 LIGHTING DIAGRAMS

E-701 ONE-LINE & PANEL SCHEDULES

SHEET INDEX

SHEET NUMBER SHEET NAME

REVISION

NUMBER DATE DESCRIPTION

00 GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX & PROJECT GENERAL NOTES

GL001 LIFE SAFETY - CODE ANALYSIS

GL101 LIFE SAFETY - FIRST FLOOR PLAN

04 CIVIL

V-001 TOPOGRAPHIC SURVEY

C-001 CIVIL NOTES, ABBREVIATIONS, AND LEGENDS

C-101 EXISTING CONDITIONS AND DEMOLITION PLAN

C-102 SITE PLAN

C-103 GRADING PLAN

C-104 EROSION AND SEDIMENT CONTROL PLAN

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

06 STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 SPECIAL INSPECTIONS

S-004 SPECIAL INSPECTIONS

S-005 SPECIAL INSPECTIONS

S-101 FOUNDATION PLAN

S-102 ROOF FRAMING PLAN

S-201 TRUSS ELEVATIONS

S-202 CFS STRAP BRACE ELEVATIONS

S-203 TOWER ELEVEVATIONS

S-301 STRUCTURAL SECTIONS

S-311 STRUCTURAL SECTIONS

S-312 STRUCTURAL SECTIONS

S-401 PARTIAL PLANS

S-501 TYPICAL FOUNDATION DETAILS

S-511 TYPICAL CFS DETAILS

S-521 TYPICAL FRAMING DETAILS

S-601 WALL WIND PRESSURE ELEVATIONS

S-602 ROOF UPLIFT DIAGRAM

07 ARCHITECTURAL

AG001 GENERAL NOTES & ABBREVIATIONS

AG002 LEGENDS

A-101 OVERALL FIRST FLOOR PLAN

A-102 FIRST FLOOR RCP

A-103 ROOF PLANS

A-104 ROOF PLANS

A-201 OVERALL BUILDING ELEVATIONS

A-202 OVERALL BUILDING ELEVATIONS

A-301 OVERALL BUILDING SECTIONS

A-302 OVERALL BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 TOILET ACCESSORY DIAGRAMS

A-402 SHOWER ACCESSORY DIAGRAMS

A-410 ENLARGED RESTROOM PLANS AND ELEVATIONS

A-411 INTERIOR ELEVATIONS & DETAILS

A-412 MILLWORK PLANS & SECTIONS

A-550 COLUMN PLAN & SECTION DETAILS

A-561 SECTION DETAILS

A-601 AIR, THERMAL AND MOISTURE PROTECTION

DIAGRAMS

A-602 HORIZONTAL ASSEMBLIES

A-603 EXTERIOR VERTICAL ASSEMBLIES

A-604 EXTERIOR VERTICAL ASSEMBLIES & EXPANSION

JOINT & PENETRATION DETAILS

A-611 INTERIOR PARTITION SCHEDULE

A-631 DOOR SCHEDULE

A-632 DOOR DETAILS

A-640 WINDOW SCHEDULE

A-641 WINDOW DETAILS

A-701 MATERIAL AND FINISH SCHEDULE

A-702 INTERIOR DETAILS

A-901 2D/3D PRESENTATION VIEWS

08 INTERIOR

I-801 FURNITURE PLAN

I-811 SIGNAGE SCHEDULES

I-812 TYPICAL SIGNAGE DETAILS & DOORWAY LOCATIONS

10 PLUMBING

P-001 LEGEND, ABBREVIATIONS & GENERAL NOTES

P-101 FIRST FLOOR PRESSURE PIPING PLAN

P-201 FIRST FLOOR SANITARY PIPING PLAN

P-301 ENLARGED PLANS AND SECTIONS

P-501 DETAILS

P-601 SCHEDULES

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PROJECT GENERAL NOTES

20 THE CONTRACTOR OR ANY OF HIS EMPLOYEES, OR

SUB-CONTRACTORS MUST NOT SCALE THESE DRAWINGS FOR

DIMENSIONS. IF THERE IS ANY QUESTION CONCERNING THE

DIMENSIONS THE CONTRACTOR MUST CONTACT THE ARCHITECT TO

CLARIFY THE DIMENSIONS.

21 VERIFY THAT THERE ARE NO UTILITIES IN THE AREA OF

CONSTRUCTION OR PROTECT ALL KNOWN UTILITIES BEFORE ANY

WORK IS STARTED.

22 FIELD VERIFY ALL CONDITIONS, DIMENSIONS AND CLEARANCES

PRIOR TO THE COMMENCEMENT OF WORK OR ORDERING OF

MATERIALS. ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS

MUST BE REPORTED TO THE ARCHITECT IN WRITING PRIOR TO THE

PROCEEDING WITH THAT PORTION OF WORK.

23 THE FLOOR ELEVATIONS INDICATED ON ARCHITECTURAL DRAWINGS

ARE REFERENCED FROM THE TOP OF THE FIRST FLOOR

STRUCTURE/SLAB (DATUM) ELEVATION OF 00.00 FEET. REFER TO

CIVIL DRAWINGS FOR ABSOLUTE ELEVATION.

24 DIMENSIONS INDICATED FOR INTERIOR ARE FROM THE FACE OF

STUD FACE OF MASONRY STRUCTURE OR FACE OF EXISTING

SURFACES UNLESS OTHERWISE NOTED.

25 DIMENSIONS INDICATED FOR EXTERIOR ARE FROM THE EXTERIOR

FACE OF WALL.

26 DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±". ALL

DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION

OF THE CONTRACTING OFFICER IN WRITING.

27 ALL WOOD MUST BE PRESSURE TREATED WHEN IN CONTACT THE

GROUND OR CONCRETE.

28 ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN

DETAILS AND SECTIONS MUST BE CONTINUOUS UNLESS

SPECIFICALLY NOTED OTHERWISE.

29 MAINTAIN ALL MEANS OF EGRESS DURING CONSTRUCTION OR MAKE

ARRANGEMENTS FOR CODE COMPLIANT EXITS FOR TIMES WHEN

THE BUILDING IS OCCUPIED.

30 COORDINATE ALL WORK INCLUDING, SOFFIT FRAMING AS NEEDED

WITH ALL WORK SHOWN ON THE MECHANICAL, PLUMBING,

FIRE-PROTECTION, ELECTRICAL AND STRUCTURAL DRAWINGS.

31 FOLLOW LATEST ASTM C840 AND USG GYPSUM CONSTRUCTION

HANDBOOK FOR THE INSTALLATION AND RECOMMENDED

LOCATIONS OF CONTROL JOINTS IN GYPSUM BOARD WALLS AND

CEILINGS, TYPICAL U.N.O.

PROJECT GENERAL NOTES

1. THE DRAWINGS ARE PREPARED AND COORDINATED WITH THE

PROJECT MANUAL WHICH INCLUDE TECHNICAL SPECIFICATIONS.

THEY, ALONG WITH OTHER DOCUMENTS ISSUED BY WILEY | WILSON

AND ENUMERATED IN THE OWNER-CONTRACTOR AGREEMENT,

MUST FORM THE CONSTRUCTION DOCUMENTS. A DIRECTIVE

STATED IN ONE DOCUMENT MUST BE UNDERSTOOD AS STATED IN

ALL. ANY AMBIGUITIES OR INCONSISTENCIES MUST BE RESOLVED

BY WILEY | WILSON.

2 DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT

LIMIT THE EXTENT OF APPLICATION OF THE DRAWINGS OR DETAILS.

ALL DIMENSIONS, DESCRIPTIONS AND/OR SYMBOLS WITHIN A

DRAWING ARE COMPLEMENTARY. DRAWINGS AND SPECIFICATIONS

WHETHER TAKEN SEPARATELY OR TOGETHER ARE TO BE

INTERPRETED ACCORDING TO THEIR FULL INTENT, MEANING, AND

SPIRIT; AND MUST BE DEEMED TO EXPLIN MUTUALLY EACH OTHER

AND TO BE DESCRIPTION OF THE WORK TO BE DONE UNDER THE

CONTRACT.

3 THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL AND OR

WORK THAT IS NOT IN STRICT ACCORDANCE WITH THE CONTRACT

DOCUMENTS.

4 ALL WORK INDICATED MUST INCLUDE ALL LABOR, MATERIALS AND

FINISHED ASSEMBLIES NECESSARY TO MAKE A COMPLETE,

PROPERLY WORKING AND FINISHED INSTALLATION.

5 COMPLY WITH ALL APPLICABLE AND GOVERNING CODES AND

REGULATIONS; AND MUST COMPLY WITH ALL LIFE SAFETY

REQUIREMENTS OF APPLICABLE GOVERNING AUTHORITIES. ALL

WORK MUST BE PERFORMED IN STRICT ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES.

SEE SHEET GL001 FOR ADDITIONAL CODE INFORMATION.

6 ALL WORK MUST BE IN ACCORDANCE WITH ACCEPTED HIGH

QUALITY CONSTRUCTION PRACTICES AND STANDARDS AND DONE IN

A WORKMAN-LIKE MANNER.

7 IF AN UNSAFE CONDITION OR A LIFE THREATHENING HAZARD IS

NOTED AT THE SITE, NOTIFY THE ARCHITECT AND THE AUTHORITY

HAVING JURISDICTION IMMEDIATELY.

8 CONFIRM AND VERIFY WITH THE OWNER PRIOR TO STARTING WORK

ANY RULES OR REGULATIONS FOR THE USE AND CONSTRUCTION ON

THE PROPERTY WITH RESPECT TO BUT NOT LIMITED TO HOURS OF

CONSTRUCTION, LIMITS OF WORK, OPERATIONS OF THE BUILDING,

SAFETY OF THE OWNERS EMPLOYEES OR GENERAL LOCATIONS OF

DUMPSTERS, USE OF THE OWNER’S UTILITIES AND FACILITIES,

SCHEDULING OF DELIVERIES, ETC.

9 COORDINATE WITH THE OWNER ALL WORK SO AS TO AVOID

DISRUPTION TO THE NORMAL OPERATIONS AND WORK OF THE

OWNER.

10 INSTALL ALL MANUFACTURED ITEMS IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

11 MANUFACTURER'S NAMES AND/OR MODEL NUMBERS CITED ARE

USED TO PROVIDE AN INDICATION OF QUALITY, STYLE AND/OR SIZE

DESIRED. OTHER MANUFACTURERS ARE ACCEPTABLE IF PRODUCTS

ARE EQUAL IN QUALITY, STYLE AND SIZE.

12 MANUFACTURER'S NAMEPLATES, INCLUDING TRADEMARK AND

OTHER IDENTIFYING SYMBOLS, MUST NOT BE PERMITTED IN

SURFACES VISIBLE TO THE PUBLIC, UNLESS OTHERWISE INDICATED

IN THE CONTRACT DOCUMENTS.

13 REMOVE ALL CONSTRUCTION AND/OR DEMOLITION DEBRIS FROM

THE JOB SITE TO MAINTAIN A CLEAN AND SAFE ENVIRONMENT AND

TO PREVENT THE POSSIBILITY OF A FIRE OR LIFE SAFETY HAZARD.

14 ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE

CONTRACT DOCUMENTS, OR ANY AMBIGUITIES OR

INCONSISTENCIES CONTAINED THEREIN, MUST BE REPORTED TO

THE ARCHITECT IMMEDIATELY, AND A SUITABLE RESOLUTION

ESTABLISHED PRIOR TO THE SUBMITTAL OF BIDS OR THE BEGINNING

OF THE AFFECTED WORK. WORK THAT PROCEEDS IN VIOLATION OF

THIS PRINCIPLE IS AT THE CONTRACTOR'S OWN RISK, AND THE COST

OF ANY CHANGES REQUIRED BY THE CLIENT TO SUITABLY MODIFY

SUCH WORK MUST BE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

15 SAFEGUARD THE OWNERS' PROPERTY AND ADJACENT PROPERTIES

DURING CONSTRUCTION AND MUST PROTECT FROM DAMAGE ANY

EXISTING OR ADJACENT FINISHES, MATERIALS, FIXTURES OR

BUILDING ASSEMBLIES. REPAIR ALL AREAS AFFECTED BY THE

CONSTRUCTION AS REQUIRED TO MAINTAIN THEIR EXISTING

APPEARANCE, UNLESS NOTED OTHERWISE.

16 MUST NOT REMOVE, ALTER, LOAD, PENETRATE OR ADD TO ANY

EXISTING BUILDING ASSEMBLY OR STRUCTURE WHICH MAY

COMPROMISE ITS INTEGRITY OR STRUCTURAL STABILITY OR THE

INTEGRITY AND STRUCTURAL STABILITY OF ADJACENT BUILDING

ASSEMBLIES WITHOUT PRIOR INVESTIGATION, REMEDY OR ACTION.

17 IF DEMOLITION IS REQUIRED, PROTECT ALL AREAS SCHEDULED TO

REMAIN. REPAIR ALL SURFACES AND FINISHES TO MATCH EXISTING,

AFTER DEMOLITION IS COMPLETE. IF A PORTION OF AN EXISTING

WALL TO REMAIN IS DEMOLISHED, THE ENTIRE WALL OR CEILING

MUST BE PAINTED AFTER NEW CONSTRUCTION IS COMPLETED.

DEMOLITION OF ENTIRE PROJECT IS REQUIRED

18 IF DEMOLITION IS REQUIRED, THE CONTRACTOR MUST BE

RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF

THE BUILDING DURING DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR MUST BRACE ALL STRUCTURAL ELEMENTS DURING

DEMOLITION AND NEW CONSTRUCTION AS REQUIRED. THE

CONTRACTOR MUST INFORM THE ARCHITECT OF ANY STRUCTURAL

CONDITIONS UNCOVERED DURING THE DEMOLITION AND NEW WORK

WHICH ARE NOT ADDRESSED ON THE CONSTRUCTION DOCUMENTS.

19 IF DEMOLITION IS REQUIRED, CONTRACTOR MUST MAINTAIN SAFE

PUBLIC ACCESS TO AND FROM ALL BUILDING EXITS AT ALL TIMES.

CONTRACTOR MUST COORDINATE WITH OWNER THE SCHEDULING

OF WORK TIMES, PRIOR TO COMMENCEMENT OF ANY AND ALL

WORK.

5/ 2/

PROJECT SCOPE:

NEW CONSTRUCTION OF A VISITOR CENTER AND OFFICES FOR THE BON SECOUR WILDLIFE REFUGE

ZONING:

N/A

OCCUPANCY CLASSIFICATION (IBC CH 3, 304, 311:

BUSINESS GROUP B

CONTROL AREAS (IBC TABLE 414.2.2):

PERMITTED: N/A

PROPOSED: N/A

ALLOWABLE HEIGHT IN FEET (IBC TABLE 504.3):

MAXIMUM PERMITTED: 55 FEET, NOT SPRINKLERED (TYPE IIB)

PROVIDED: 30 FEET 0 INCHES

ALLOWABLE NUMBER OF STORIES (IBC TABLE 504.4):

MAXIMUM PERMITTED: 2 STORIES, NOT SPRINKLERED (TYPE IIB)

PROVIDED: 1 STORY

AREA LIMITATION (IBC 505.2.1):

MAXIMUM PERMITTED: AGGREGATE FLOOR AREA OF MEZZANINE NOT > 1/3 OF FLOOR AREA OF THAT SPACE.

PROVIDED: N/A

ALLOWABLE FLOOR AREA (IBC TABLE 506.2):

MAXIMUM PERMITTED: 23,000 SQFT NOT SPRINKLERED GROUP-B (TYPE IIB)

PROVIDED: 4440 GROSS SQFT

FIRE RESISTANCE REQUIREMENTS (IBC TABLE 601):

CONSTRUCTION TYPE:

PROPOSED: TYPE IIB

STRUCTURAL FRAME, INCLUDING COLUMNS:

REQUIRED: NO FIRE RESISTANCE RATING

PROVIDED: NO FIRE RESISTANCE RATING

FLOORS, INCLUDING SUPPORT BEAMS:

REQUIRED: NO FIRE RESISTANCE RATING

PROVIDED: NO FIRE RESISTANCE RATING

ROOF, INCLUDING SUPPORT BEAMS:

REQUIRED: NO FIRE RESISTANCE RATING

PROVIDED: NO FIRE RESISTANCE RATING

EXTERIOR WALL PROJECTION DISTANCE (IBC TABLE 705.2):

REQUIRED: EXCEPTION - BUILDINGS ON SAME LOT NOT REQUIRED TO COMPLY

PROVIDED: NO FIRE SEPARATION DISTANCE FOR PROJECTIONS.

BUILDINGS ON SAME LOT (IBC TABLE 705.3):

ASSUME IMAGINARY LINE BETWEEN BUILDINGS FOR DETERMINING REQUIRED WALL AND OPENING PROTECTION

FIRE-RESISTANCE RATINGS (IBC TABLE 705.5):

MIN. DISTANCE OF PROJECTION: 30FEET OR GREATER FIRE SEPARATION DISTANCE MUST HAVE NO LIMIT FOR EXPOSURE

FROM BOTH SIDES.

PROVIDED: BUILDING SEPARATION IS MORE THAN 30 FEET FROM ADJACENT STRUCTURES.

ALLOWABLE AREA BASED ON FIRE SEPARATION DISTANCE (IBC TABLE 705.8):

MAXIMUM PERMITTED: ALLOWABLE AREA PERMITTED FOR 30 FEET OR GREATER SEPARATION DISTANCE

PROVIDED: NO LIMIT

FIRE BARRIERS: INTERIOR FIRE RESISTANCE SEPARATION (IBC SECTION 707):

MECHANICAL ROOM (IBC TABLE 509).1:

REQUIRED: 1-HOUR FIRE RESISTANCE RATING WHERE EQUIPMENT IS OVER 400,000 BTU PER HOUR INPUT

PROVIDED: NOT EXCEEDED, NOT REQUIRED

INFORMATION TECHNOLOGY EQUIPMENT (ITE) ROOM (NFPA 75 SECTION 6.1.3.4):

REQUIRED: 1-HOUR FIRE RESISTANCE RATING

PROVIDED: 1-HOUR FIRE RESISTANCE RATING

STORAGE ROOMS

NOT REQUIRED TO BE SEPARATED BY SMOKE OR FIRE RESISTANCE RATED CONSTRUCTION IN

ACCORDANCE WITH IBC, AS THESE SPACES STORE ROUTINE OFFICE SUPPLIES.

OPENING PROTECTION IN 1-HOUR WALLS, EXCLUDING SHAFT, EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS (IBC TABLE 716.1(2)):

REQUIRED: 45-MINUTE FIRE DOORS

PROVIDED: N/A

OPENING PROTECTION IN 2-HOUR WALLS, EXCLUDING SHAFT, EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS (IBC TABLE 716.1(2)):

REQUIRED: 1 1/2-HOUR FIRE DOORS

PROVIDED: N/A TO PROJECT

CORRIDORS (IBC 1020):

REQURIED: OCCUPANT LOAD SERVED BY CORRIDOR GREATER THAN 30 MUST HAVE 1 HOUR FIRE-RESISTANCE RATING.

PROVIDED: N/A

MEANS OF EGRESS:

OCCUPANT LOAD (IBC 1004):

REQUIRED: 150 GROSS SQFT FOR BUSINESS AREAS, 500 GROSS FOR WAREHOUSES

TOTAL OCCUPANT LOAD: SEE SHEET GI002

NUMBER OF EXITS (IBC 1006.1):

REQUIRED: 2 (OCCUPANCY LOAD DOES NOT EXCEED 600 PERSONS)

PROVIDED: 2

TWO EXITS ARE REQUIRED .

THE EXITS ARE ALSO ARRANGED TO DISCHARGE DIRECTLY TO THE OUTSIDE AND CONFIGURED TO

PREVENT UNOCCUPIED AREAS FROM OPENING DIRECTLY INTO AN EXIT ENCLOSURE.

EXIT CAPACITY (IBC SECTION 1005.3.2):

REQUIRED: 32 INCHES (0.2 INCH PER OCCUPANT FOR OTHER EGRESS COMPONENTS)

PROVIDED: 32 INCHES

TRAVEL DISTANCE (IBC 1017.1):

MAXIMUM PERMITTED: 200 FEET WITHOUT SPRINKLER SYSTEM

MAXIMUM PROVIDED: -- FEET

COMMON PATH OF TRAVEL ( IBC SECTION 1016.2.1):

MAXIMUM PERMITTED: 75 FEET WITHOUT SPRINKLER SYSTEM

MAXIMUM PROVIDED: -- FEET -- INCHES

DEAD-END CORRIDORS (IBC 1020.5):

MAXIMUM PERMITTED: 20 FEET

MAXIMUM PROVIDED: 20 FEET

INTERIOR FINISHES (IBC CHAPTER 8):

EXIT ENCLOSURES: CLASS A OR B

EXIT ACCESS CORRIDORS: CLASS A OR B

ROOMS AND ENCLOSED SPACES: CLASS A, B OR C

FLOOR FINISH: CLASS I OR II

SPECIFIC WALL AND FLOOR FINISHES WILL BE SHOWN ON THE INTERIOR FINISH SCHEDULE

EMERGENCY LIGHTING (IBC 1008.3.5):

ALL MEANS OF EGRESS, INCLUDING EXIT ACCESS CORRIDORS AND EXIT DISCHARGE WILL BE PROVIDED WITH EMERGENCY LIGHTING. EMERGENCY LIGHTING WILL BE PROVIDED VIA STANDARD FIXTURES ON THE EMERGENCY POWER SYSTEM CONNECTED TO A CENTRALIZED INVERTER SYSTEM. EMERGENCY LIGHTING WILL ALSO BE PROVIDED IN THE MECHANICAL ROOM. EMERGENCY LIGHTING WILL BE PROVIDED FOR A MINIMUM OF 1½ HOURS IN THE EVENT OF INTERNAL POWER FAILURE. AVERAGE ILLUMINATION WILL NOT BE LESS THAN 10 LUX (1-FOOT CANDLE) WITH A MINIMUM OF 1 LUX (0.1-FOOT

CANDLE) AT ANY POINT.

EXIT SIGNS (IBC 1013.1):

EXIT SIGNS MUST BE INTERNALLY-ILLUMINATED LED TYPE. BACKUP POWER TO THE EXIT SIGNS WILL BE VIA A CENTRALIZED INVERTER SYSTEM CONNECTED TO THE EMERGENCY CIRCUIT. SIGNS WILL BE LOCATED AT ALL BUILDING EXITS AND

WHENEVER THE DIRECTION TO THE EXIT IS NOT READILY APPARENT.

PORTABLE FIRE EXTINGUISHERS (IBC SECTION 906):

PORTABLE FIRE EXTINGUISHERS REQUIRED IN GROUPS A,B,E,F,H,I,M,R-1,R-2,R-4 AND S OCCUPANCIES. PORTABLE FIRE EXTINGUISHERS WILL BE SIZED AND SPACED IN ACCORDANCE WITH NFPA 10. AT LEAST ONE CLASS 4A:80B:C RATED DRY CHEMICAL PORTABLE FIRE EXTINGUISHER WILL BE PROVIDED FOR EVERY 11,250 SQUARE FEET OF FLOOR AREA AND LOCATED SUCH THAT AN OCCUPANT TRAVELS NO MORE THAN 75 FEET BEFORE REACHING A PORTABLE FIRE EXTINGUISHER IN ALL AREAS OF THE. ONE CLASS 4A:80B:C RATED PORTABLE FIRE EXTINGUISHER WILL BE LOCATED WITHIN 30 FEET OF THE

APPROPRIATE HAZARD, SUCH AS THE MAIN ELECTRICAL PANEL.

FIRE ALARM SYSTEM (IBC SECTION 907):

A FIRE ALARM SYSTEM IS NOT REQUIRED PER CODE. PER EXCEPTION FOR GROUP-B HAVING LESS THAN 500 OCCUPANT LOAD

AND FOR GROUP-S NOT SELF-STORAGE.

ACCESSIBILITY:

ACCESSIBILITY MUST BE AS PER THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

PLUMBING FIXTURE COUNT:

PLUMBING CALCULATIONS ARE BASED ON IPC TABLE 403.1 BUSINESS OCCUPANCY.

REQUIRES 1 WATER CLOSET PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER EXCEEDING 50 OCCUPANTS.

REQUIRES LAVARTORIES OF 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER EXCEEDING 80. DRINKING

FOUNTAIN REQUIRES 1 PER 100 OCCUPANTS. 1 SERVICE SINK IS REQUIRED.

The 2021 International Building Code adopted on July 1, 2022 as the State Building Code and enforced by the Division of Construction Management (DCM) includes the following:

Companion Codes

• 2021 International Existing Building Code July 1, 2022

• 2021 International Plumbing Code July 1, 2022

• 2021 International Fuel Gas Code July 1, 2022

• 2021 International Mechanical Code July 1, 2022

• 2020 National Electrical Code (NFPA 70) July 1, 2022

• 2021 International Fire Code July 1, 2022

• July 1, 2022 ANSI/ASHRAE/IES Standard 90.1-2013 Energy Standard for Buildings Except Low-Rise

Residential Buildings, with exceptions permitted to:

• 6.5.1 – Economizers

• 8.4.2 - Automatic Receptacle Control

• 8.4.3 - Electrical Energy Monitoring

• 2010 ADA Standards for Accessible Design April 18, 2011

• These requirements supersede the accessibility requirements contained in the International Building Code and

ANSI A117.1.

DCM Code Supplements

• 2020 ICC/NSSA-500 Standard for the Design and Construction of Storm Shelters July 1, 2022

• 2019 National Fire Alarm and Signaling Code (NFPA 72) July 1, 2022

APPLICABLE BUILDING CODES:

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

E F

E xp ir a tio n

P e a ch tr e e D u n w o o d y R o a d

B u ild in g C

S u ite n ta

.1 yw ils o n .c o m

E m p lo ye e -O w n e d

:3 :5

M fs h \U se rP ro fil e

\n e s se r\ D o cu m e n ts \2

A rc h

B o n

S e co u r_ n e ss e r4

C N

F R

.r vt

LIFE SAFETY - CODE

ANALYSIS

D L

S E

R V

S B

O N

S E

C O

U R

N A

L W

E R

E F

U G

B O

N S

E C

O U

R V

O R

C E

N T

E R

D M

T R

A T

SAT

NXE

05/02/2024

230182

GL001

NXE

T R

O N

G R

G U

L F

S H

O R

E S

O R

C O

STR

U C

TIO

M R

K D

A T

E R

E V

I S

N D

E S

C R

OCCUPANCY USE CLASSIFICATION - IBC

# Room Name Occupancy

Classification Area (SF) Floor Area per

OCC

IBC

Occupancy

Gross or Net

Calc Occupant

Load xxx EXTERIOR 1498.91 SF

1498.91 SF 0

101 VISITORS CENTER GROUP-B 424.53 SF 150.00 SF Gross 3

102 CONFERENCE GROUP-B 231.59 SF 150.00 SF Gross 2

103 BREAK GROUP-B 169.60 SF 150.00 SF Gross 2

104 DOUBLE GROUP-B 120.59 SF 150.00 SF Gross 1

105 PRIVATE OFFICE GROUP-B 174.86 SF 150.00 SF Gross 2

106 CORRIDOR GROUP-B 278.82 SF 150.00 SF Gross 2

107 IT/PRINTER GROUP-B 103.01 SF 150.00 SF Gross 1

108 SHOP GROUP-B 111.94 SF 150.00 SF Gross 1

109 EMPLOYEE RR GROUP-B 66.97 SF 150.00 SF Gross 1

111 SPARE PRIVATE OFFICE GROUP-B 90.25 SF 150.00 SF Gross 1

112 MECH. GROUP-B 88.66 SF 150.00 SF Gross 1

113 PUBLIC RR GROUP-B 55.32 SF 150.00 SF Gross 1

114 SPARE PRIVATE OFFICE GROUP-B 108.90 SF 150.00 SF Gross 1

116 CLO. GROUP-B 13.69 SF 150.00 SF Gross 1

GROUP-B 2038.72 SF 20

LEVEL 1 3537.63 SF 20

Grand total 3537.63 SF 20

5/ 2/

S SS

R E

EGRESS PATH & DIRECTION

CALCULATED OCCUPANCY

EGRESS CAPACITY (MAX)

EGRESS DISTANCE

EGRESS START

### OCC

FIRE SEPARATION WALL

AUTOMATIC EXTERNAL DEFIBRILLATORAED

FEC FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHERFE

EXIT LIGHT

EXIT LIGHT WITH ARROW

EXIT LIGHT (DOUBLE SIDED)

EMERGENCY LIGHT (WALL MOUNTED)

EMERGENCY LIGHT (CEILING MOUNTED)

EXIT LIGHT (WALL MOUNTED)

1 HOUR FIRE WALL

SMOKE PARTITION

LIFE SAFETY LEGEND

SYMBOL DESCRIPTION

OPEN PERIMETER

C C

34'-06"

C C

60'-00"

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C e rt ifi c a te o f A u th o ri za tio n N u m b e r:

E F

E xp ir a tio n

P e a ch tr e e D u n w o o d y R o a d

B u ild in g C

S u ite n ta

.1 yw ils o n .c o m

E m p lo ye e -O w n e d

:3 :0

M fs h \U se rP ro fil e

\n e s se r\ D o cu m e n ts \2

A rc h

B o n

S e co u r_ n e ss e r4

C N

F R

.r vt

LIFE SAFETY - FIRST

FLOOR PLAN

D L

S E

R V

S B

O N

S E

C O

U R

N A

L W

E R

E F

U G

B O

N S

E C

O U

R V

O R

C E

N T

E R

D M

T R

A T

SAT

NXE

05/02/2024

230182

GL101

NXE

T R

O N

G R

G U

L F

S H

O R

E S

O R

C O

STR

U C

TIO

1 PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINETS. PROVIDE

FIRE EXTINGUISHER AT ALL FIRE EXTINGUISHER CABINETS.

2 SURFACE MOUNTED FIRE EXTINGUISHER CABINETS ARE REQUIRED IN

MECHANICAL AND ELECTRICAL SPACES ONLY.

3 ALL ROOM OCCUPANT LOADS ARE BASED ON NFPA 101

CALCULATIONS.

4 PROVIDE APPLICABLE SIGNAGE FOR AED AND FIRE EXTINGUISHERS AS

REQUIRED. SEE SIGNAGE SHEETS FOR ADDITIONAL INFORMATION.

5 SEE WALL TYPES FOR WALL CONSTRUCTION AND ADDITIONAL

INFORMATION AND RATINGS.

6 SEE DOOR SCHEDULE FOR DOOR/FRAME RATINGS.

7 REFER TO CIVIL DRAWINGS FOR THE LOCATION OF THE ADJACENT

BUILDINGS.

8 REFER TO CIVIL DRAWINGS FOR FIRE DEPARTMENT VEHICLE ACCESS.

9 SEE SHEET GL001 FOR ADDITIONAL CODE AND LIFE SAFETY

INFORMATION.

10 PERMANENTLY IDENTIFY WITH SIGNS OR STENCILING THAT ARE NOT

LESS THAN 3 INCHES IN HEIGHT , MIN 3/8 INCH STROKE IN

CONTRACTING COLOR AND LOCATED WITHIN 15 FEET OF EACH END

WALL AND AT INTERVALS NOT EXCEEDING 30 FEET MEASURED

HORIZONTALLY FOR FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS,

SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE

PROTECTED OPENINGS OR PENETRATIONS.

Code_BLDG ANALYSIS - EGRESS

E X

U M

B E

DOOR (0.20 INCHES PER OCCUPANT)

STAIR (0.3 INCHES PER

OCCUPANT)

MOST

STRINGENT

OCCUPANT LOADSIZE

EGRESS

WIDTH

OCCUPANT

LOAD

EGRESS

WIDTH

OCCUPANT

LOAD

101A 6'-0" 68 340 --- --- 340

101B 3'-0" 32 160 --- --- 160

106 3'-0" 32 160 --- --- 160

112 6'-0" 68 340 --- --- 340

TOTAL: 4

0 2' 4' 8'

PLAN

NORTH

SCALE: 1/4" = 1'-0"

LIFE SAFETY PLAN

M R

K D

A T

E R

E V

I S

N D

E S

C R

GENERAL SHEET NOTES

5/ 2/

1. ALL WORK MUST BE PERFORMED IN STRICT COMPLIANCE WITH THE MOST CURRENT

APPLICABLE FEDERAL, STATE , AND LOCAL LAWS AND REGULATIONS, INCLUDING BUT NOT

LIMITED TO, ENVIRONMENTAL PROTECTION AGENCY (EPA), OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA), NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIR

POLLUTANTS (NESHAPS), AND NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH

(NIOSH).

2. WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF AN UNUSUAL NATURE IS

ENCOUNTERED, CEASE WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

3. GRADING, EXCAVATING, AND CONSTRUCTION OF THE PROJECT MUST NOT COMMENCE UNTIL

THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SPECIFIED

ON THIS PLAN.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL GRADED AREAS.

5. IF PORTABLE TOLIETS ARE NECESSARY FOR THE CONSTRUCTION OF THE PROJECT, LOCATE A

MINIMUM OF 25 FEET AWAY FROM THE NEAREST STORMWATER FEATURE (INLET, SWALE,

POND, ETC.).

6. A SMOOTH GRADE MUST BE MAINTAINED FROM EDGE OF EXISTING PAVEMENT TO CURB AND

GUTTER AND/OR PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE

PONDING OF ANY WATER ON THE PAVEMENT. REMOVE AND RECONSTRUCT EXISTING

PAVEMENT AND/OR CURB AS DICTATED BY FIELD CONDITIONS TO PROVIDE POSITIVE

DRAINAGE AT TIE-IN-POINTS.

7. ALL SOLID WASTE, HAZARDOUS WASTE, AND HAZARDOUS MATERIALS MUST BE MANAGED IN

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL

REGULATIONS.

8. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN IN THEIR EXACT LOCATION. CONTRACTOR

TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.

9. REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION AND NOTIFY THE

CONTRACTING OFFICER OF THE DAMAGE.

10. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE

ONLY. DETERMINE THE EXACT AMOUNT OF PIPING REQUIRED TO FURNISH A COMPLETE

WORKING SYSTEM IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

11. SUBMIT A UTILITY OUTAGE REQUEST A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF ANY

UTILITY OUTAGE.

12. PHASE CONSTRUCTION IN ORDER TO MINIMIZE DISRUPTION TO UTILITIES DURING

INSTALLATION, DEMOLITION, AND REMOVAL.

13. GEOTECHNICAL INFORMATION IS CONTAINED IN A REPORT PREPARED BY ECS SOUTHEAST,

LLC, REPORT NUMBER 30:2596, DATED FEBRUARY 14, 2024. BORING LOGS AND LABORATORY

TEST RESULTS ARE INCLUDED FOR REFERENCE IN THE PROJECT MANUAL.

14. THE CONTRACTOR MUST PROCURE AND MAINTAIN AN ECS GEOTECHNICAL RESPRESENTATIVE

ON-SITE FULL TIME DURING EARTHWORK AND FOUNDATION CONSTRUCTION ACTIVITIES. THE

GEOTECHNICAL REPRESENTATIVE MUST VERIFY COMPLIANCE WITH THE PROJECT'S

GEOTECHNICAL REPORT AND PROVIDE REMEDIAL ACTIONS, AS REQUIRED.

15. LOW CONSISTENCY AND MOISTURE SENSITIVE SOILS, THAT MUST BE UNDERCUT, REMOVED, AND REPLACED, ARE EXPECTED TO BE ENCOUNTERED ON SITE. THE CONTRACTOR MUST

COMPLY WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT AND THE

PROJECT SPECIFICATIONS WHEN PERFORMING EXCAVATIONS AND PREPARING THE

SUBGRADE UNDER SIDEWALKS AND PAVEMENTS.

16. TOTAL LIMITS OF DISTURBANCE = 0.60 ACRES

GENERAL CIVIL NOTES

THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS IS TO PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS. IF FIELD INSPECTION REVEALS THE INADEQUACY OF THE PLAN TO CONFINE SEDIMENT TO THE PROJECT SITE, APPROPRIATE MODIFICATIONS WILL BE MADE TO CORRECT ANY PLAN

DEFICIENCIES.

1. THE CONTRACTOR MUST BE THOROUGHLY FAMILIAR WITH ALL APPROVED PROCEDURES, WHICH MAY BE PERTINENT TO THE PROJECT. MAINTENANCE WILL INCLUDE THE REPAIR OF MEASURES DAMAGED BY ANY

SUBCONTRACTOR INCLUDING THOSE OF THE PUBLIC UTILITY COMPANIES.

2. SEDIMENT CONTROL DEVICES NOT LOCATED IN PROPOSED FILL OR EXCAVATION AREAS MUST BE

CONSTRUCTED PRIOR TO ALL OTHER LAND DISTURBANCE.

3. SURFACE FLOWS OVER CUT AND FILL SLOPES MUST BE CONTROLLED BY REDIRECTING FLOWS FROM

TRAVERSING THE SLOPES.

4. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO ENSURE THEIR INTENDED PURPOSE IS ACCOMPLISHED. CONTRACTING OFFICER APPROVAL WILL BE

REQUIRED FOR OTHER DEVIATION FROM THE APPROVED PLANS.

5. TEMPORARY STOCKPILES OF SOIL / TOPSOIL EXCAVATED DURING SITE CONSTRUCTION MUST BE KEPT ONSITE

AT A TEMPORARY LOCATION IN ACCORDANCE WITH STATE AND FEDERAL LAW.

6. TEMPORARY VEGETATIVE COVER MUST BE PROVIDED IN ALL AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, OR STRUCTURAL USES. SUCH AREAS MUST NOT BE EXPOSED FOR PERIODS EXCEEDING 14 DAYS. TEMPORARY VEGETATIVE COVER MAY BE ELIMINATED IN FAVOR OF FINAL

VEGETATIVE COVER IF CONSTRUCTION AND SEASONAL CONDITIONS PERMIT.

7. ALL AREAS DESIGNATED FOR PAVING, UNDERGROUND UTILITIES, AND STRUCTURAL USE MUST BE COMPACTED, SEEDED, AND MULCHED AS SOON AS POSSIBLE BUT NOT EXCEEDING 14 DAYS FOLLOWING

INSTALLATION. NO MORE THAN 500' OF UTILITY TRENCHES ARE TO BE OPEN AT ONE TIME.

8. THE TERM SEEDING, FINAL VEGETATIVE COVER OR STABILIZATION, ON THIS PLAN MUST MEAN THE SUCCESSFUL GERMINATION AND ESTABLISHMENT OF A STABLE GRASS COVER FROM A PROPERLY PREPARED SEEDBED CONTAINING THE SPECIFIED AMOUNTS OF SEED, LIME, AND FERTILIZER. IRRIGATION MUST BE

REQUIRED AS NECESSARY TO ENSURE ESTABLISHMENT OF GRASS COVER.

9. INLET PROTECTION MUST BE PROVIDED FOR ALL CULVERTS AS SOON AS PRACTICAL.

10. BASE COURSE MATERIAL MUST BE PLACED IN ALL PAVED AREAS WITHIN 30 DAYS OF FINAL GRADING.

11. TEMPORARY EROSION CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES MUST BE REMOVED WITHIN 30 DAYS.

TRAPPED SEDIMENT MUST BE SPREAD AND SEEDED.

12. SEED AND MULCH AND PROVIDE TOPSOIL TO ALL DISTURBED AREAS THAT WILL NOT BE COVERED WITH

PAVEMENT.

GENERAL EROSION AND SEDIMENT CONTROL NOTES ABBREVIATIONS

EDGE OF VEGETATION

MAJOR CONTOURS

MINOR CONTOURS

CHAIN LINK FENCE

WATER LINE

SANITARY SEWER FORCEMAIN

OVERHEAD ELECTRIC

BURIED FIBER

LIMITS OF CONSTRUCTION

TREELINE

BUILDING OVERHANG

EDGE OF PAVEMENT

DEMOLISH UTILITY

BENCHMARK

CABLE TV JUNCTION BOX

CLOSED CIRCUIT SECURITY CAMERA

COMMUNICATIONS JUNCTION PEDESTAL

FIRE HYDRANT

IRON PIPE

SANITARY SEWER DOSING TANK

SANITARY SEWER MANHOLE

SIGN

UTILITY POLE

WATER METER /VALVE

DESIGN EXISTING

CONCRETE

BUILDING

DEMOLITION

PAVEMENT

GRAVEL

OHE

LOD

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

W S

Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -0

.d w g

05/02/2024

230182

MKA

GKT

SMS

C-001

CIVIL NOTES

COMMUNICATION COMM

CONCRETE CC

EASTING E

ELEVATION EL

FINISHED FLOOR ELEVATION FFE

FORCEMAIN FM

LIMITS OF DISTURBANCE LOD

NORTHING N

OVERHEAD POWER OHP

SANITARY SEWER SS

WATER W

1. A MINIMUM COVER OF THREE (3) FEET IS REQUIRED OVER PROPOSED LINES UNLESS SHOWN OTHERWISE IN

DESIGN PROFILE.

2. ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN IN THEIR EXACT LOCATION.

3. VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION.

4. REPAIR ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION AND NOTIFY THE COR OF THE DAMAGE AT NO

COST TO THE GOVERNMENT.

5. LENGTHS OF LINES INDICATED ON THE DRAWINGS FOR UTILITY SYSTEMS ARE APPROXIMATE ONLY. DETERMINE THE EXACT AMOUNT OF PIPING REQUIRED TO FURNISH A COMPLETE WORKING SYSTEM IN ACCORDANCE WITH

THE INTENT OF THE DRAWINGS.

6. PHASE CONSTRUCTION IN ORDER TO MINIMIZE DISRUPTION TO UTILITIES DURING INSTALLATION, DEMOLITION, AND REMOVAL. COORDINATE ALL UTILITY DISCONNECTION AND DEMOLITION. ALL TRANSITION AND RECONNECTION OF UTILITIES MUST BE COORDINATED WITH OWNER. COORDINATE FINAL TRANSITION AND

RECONNECTION PLAN AFTER CONTRACT AWARD.

7. CONSTRUCTION OF WATER AND SEWER LINES MUST BE IN ACCORDANCE WITH DECATUR UTILITIES

CONSTRUCTION REQUIREMENTS.

GENERAL UTILITY NOTES

I I I I I I

HORIZONTAL CONTROL: ALABAMA STATE PLANE COORDINATE SYSTEM (WEST ZONE)

GPS EQUIPMENT: TOPCON HIPER VR

ROBOTIC TOTAL STATION: TOPCON

DATUM: NAD 1983(CONUS)

GEOID MODEL: G2018U7

CONVERGENCE: -0.15799444

COMBINED SCALE FACTOR: 0.99994834

*ALL COORDINATES REPORTED AND DRAWING PROVIDED IN ASP

SURVEY NOTES

SEE SPECIFICATION SECTION 01 10 00 SUMMARY OF WORK.

1. DEMOLITION OF EXISTING OFFICE TRAILER TO BE COMPLETED BY OTHERS PRIOR TO THIS PROJECT.

2. PROVIDE TEMPORARY POWER TO EXISTING PARKING CANOPY EAST OF THE REMOVED OFFICE TRAILER.

3. DEMOLISH OVERHEAD POWER AND UTILITY POLE.

4. CLEAR STUMPS AND GRUB THE SITE (TREES WILL HAVE BEEN REMOVED PRIOR TO THIS PROJECT)

5. COMPLETE OTHER DEMOLITION AND SITEWORK. CONSTRUCT NEW BUILDING. MAINTAIN VISITOR PARKING

ACCESS TO THE EXISTING OFFICE BUILDING THROUGHOUT CONSTRUCTION.

6. PROVIDE 1 MONTH NOTICE PRIOR TO DEMOLITION OF THE EXISTING OFFICE BUILDING BY OTHERS.

7. DISCONNECT UTILITIES FROM EXISTING OFFICE BUILDING.

8. DEMOLISH EXISTING OFFICE BUILDING.

9. FINISH GRADING AND PARKING LOT CONSTRUCTION.

GENERAL CONSTRUCTION SEQUENCE

05/02/2024

O H

P O

H P

O H

SIGN

line height 42.48' heavily wooded heavily wooded

C line height 39.39'

St ro ng R oa d

(n o de ed ed ri gh t o f w ay fo un d)

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

WOOD FRAME OFFICE BUILDING

heavily wooded

05/02/2024

230182

MKA

GKT

SMS

C-101

EXISTING CONDITIONS AND

DEMOLITION PLAN

DEMOLITION NOTES

1 CLEAR STUMPS AND GRUB THIS AREA. AREA TO BE CLEARED OF

TREES AND STRUCTURES BY OTHERS PRIOR TO CONSTRUCTION

2 DEMOLISH AND REMOVE FENCE. STOP DEMOLITION AT THE NEXT

EXISTING FENCE POST

3 REMOVE OVERHEAD ELECTRIC

4 TREE TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION

5 DEMOLISH AND REMOVE POWER POLE; COORDINATE WITH LOCAL

UTILITY

6 REMOVE LANDSCAPING

7 REMOVE GATE

8 REMOVE UNDERGROUND COMMUNICATION

9 DEMOLISH AND REMOVE SIGN

10 DEMOLISH AND REMOVE PAVEMENT. REPLACE WITH GRAVEL TO

MAINTAIN PARKING LOT FOR EXISTING BUILDING

11 DEMOLISH AND REMOVE CONCRETE

12 REMOVE EQUIPMENT AND CONCRETE PAD

13 BUILDING TO BE DEMOLISHED BY OTHERS

14 DEMOLISH AND REMOVE SANITARY MANHOLE AND PUMP

15 OFFICE TRAILER TO BE DEMOLISHED BY OTHERS

16 SAWCUT PAVEMENT

17 REMOVE FLAG POLE

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND ABBREVIATIONS

2. KEEP EXISTING BUILDING OPERATIONAL UNTIL NEW BUILDING IS

COMPLETE

0 10' 20'

SCALE: 1" = 10'

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

W S

Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -1

.d w g

SIGN

line height 42.48' heavily wooded heavily wooded

C line height 39.39'

St ro ng R oa d

(n o de ed ed ri gh t o f w ay fo un d)

WOOD FRAME OFFICE BUILDING

LODLODLODLOD

LOD

D LO

D LOD LO

LOD

LOD LOD

LOD

I I I

I I I I I I

I I I

III

III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

III

IIIIII

III

8R20'

R5' R5'

R5'R5'

R20'

11 12

N90°00'00"E

7.83'

5.02' 23.64'

8.21'

34.63'

2.58'

2.59'

13.43'

2.64'0.79'

4.21'

COORDINATE POINTS

POINT #

NORTHING

92,010.85

91,988.37

91,983.37

91,988.37

91,996.67

91,983.90

91,965.37

91,970.37

91,965.37

91,941.37

91,936.37

91,923.37

91,936.37

91,941.37

91,921.37

91,915.78

91,988.37

EASTING

1,869,526.64

1,869,560.85

1,869,509.35

1,869,599.35

1,869,482.09

1,869,483.03

1,869,502.98

1,869,504.35

1,869,509.35

1,869,599.35

1,869,604.35

1,869,599.35

1,869,509.32

1,869,504.32

1,869,497.94

1,869,477.94

1,869,566.86

DESCRIPTION

BUILDING CORNER

SIDEWALK CORNER

PAVEMENT END

PAVEMENT POINT OF CURVATURE

PAVEMENT POINT OF TANGENCY

PAVEMENT POINT OF CURVATURE

PAVEMENT POINT OF TANGENCY

PAVEMENT POINT OF CURVATURE

PAVEMENT CORNER

PAVEMENT POINT OF CURVATURE

PAVEMENT POINT OF TANGENCY

PAVEMENT CORNER

PAVEMENT POINT OF CURVATURE

PAVEMENT POINT OF TANGENCY

PAVEMENT POINT OF CURVATURE

PAVEMENT POINT OF TANGENCY

PAVEMENT END

SIDEWALK CORNER

05/02/2024

230182

MKA

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C-102

SITE PLAN

WORK NOTES

DETAIL

1 INSTALL NEW FENCE LINE AND CONNECT TO

BUILDING. CONNECT TO EXISTING FENCE POST.

FENCE TO MATCH EXISTING

1/C-501

2 VEHICLE GATE 2/C-501

3 CONCRETE SIDEWALK 6,12/C-501

4 EQUIPMENT PAD 11/C-501

5 PAVEMENT 5/C-501

6 ACCESSIBLE PARKING SPACES 7,8,9/C-501

7 PAVEMENT TRENCH 3/C-502

8 PRECAST CONCRETE WHEEL STOP 4/C-501

0 10' 20'

SCALE: 1" = 10'

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR SITE NOTES, LEGENDS, AND ABBREVIATIONS

2. 19 TOTAL PARKING SPACES PROVIDED, INCLUDING 2 VAN

ACCESSIBLE SPACES

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

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R D

S H

O R

, A

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N D

5/ 2/

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Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -1

.d w

P O

H P

O H

SIGN

line height 42.48' heavily wooded heavily wooded

C line height 39.39'

St ro ng R oa d

(n o de ed ed ri gh t o f w ay fo un d)

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

WOOD FRAME OFFICE BUILDING

UGE UGE

LODLODLODLOD

LOD

D LO

D LOD LO

LOD

LOD LOD

LOD

W W

UGE UGE

I I I

I I I I I I

I I I

III

III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

III

IIIIII

III

10.68'

EXISTING

20.00'

ELECTRIC

EASEMENT

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C-103

UTILITY PLAN

WORK NOTES

DETAIL

1 1.25" PVC SANITARY SEWER FORCEMAIN

2 SANITARY SEWER PUMP STATION 2/C-502

3 2.5" PVC WATER LINE

4 2.5" PVC WATER LINE 90° BEND

5 2.5" PVC WATER LINE 45° BEND

6 2.5" PVC WATER LINE 22.5° BEND

7 CONNECT TO EXISTING GULF SHORES UTILITIES

WATER LINE ON THE NORTH SIDE OF FORT

MORGAN ROAD (TOTAL WATER LINE LENGTH

APPROXIMATELY 520 FEET).

8 CONNECT TO EXISTING GULF SHORES UTILITIES

SANITARY SEWER ON THE NORTH SIDE OF FORT

MORGAN ROAD (TOTAL FORCE MAIN LENGTH

APPROXIMATELY 400 FEET).

0 10' 20'

SCALE: 1" = 10'

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND ABBREVIATIONS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

W S

Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -1

.d w

P O

H P

O H

SIGN

line height 42.48' heavily wooded heavily wooded

C line height 39.39'

St ro ng R oa d

(n o de ed ed ri gh t o f w ay fo un d)

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

WOOD FRAME OFFICE BUILDING

UGE UGE

LODLODLODLOD

LOD

D LO

D LOD LO

LOD

LOD LOD

LOD

UGE UGE

I I I

I I I I I I

I I I

III

III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

III

IIIIII

III

FFE = 11.75

10.90

10.95

11.01

11.07

11.24

11.21

11.31 11.43

11.32

11.30

11.84

11.89

11.49

11.31

11.23

10.60

11.10

10.76

11.10

11.04

10.95

10.90

10.90 10.90

11.60

11.70

11.6011.60

11.25 11.25

11.25

11.25 11.25

11.25 11.24

11.24 10.77

10.66

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C-104

GRADING PLAN

0 10' 20'

SCALE: 1" = 10'

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND ABBREVIATIONS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

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N D

5/ 2/

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Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -1

.d w

FFE = 11.75

O H

P O

H P

O H

SIGN

line height 42.48' heavily wooded heavily wooded

C line height 39.39'

St ro ng R oa d

(n o de ed ed ri gh t o f w ay fo un d)

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

P O

H P

O H

WOOD FRAME OFFICE BUILDING

UGE UGE

LODLODLODLOD

LOD

D LO

D LOD LO

LOD

LOD LOD

LOD

W W

UGE UGE

I I I

I I I I I I

I I I

III

III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I

III

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII

III

IIIIII

III

X X X X X X X X X X X

X X

TS PS

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C-105

EROSION AND SEDIMENT

CONTROL PLAN

SILT FENCE

MULCHING, TEMPORARY

X XX

EROSION AND SEDIMENT

CONTROL LEGEND

TS PS

0 10' 20'

SCALE: 1" = 10'

GENERAL PLAN NOTES

1. SEE SHEET C-001 FOR CIVIL NOTES, LEGENDS, AND ABBREVIATIONS

2. USE NATIVE TEMPORARY AND PERMANENT SEEDING PER

APPROPRIATE GOVERNING BODY. FOLLOW MANUFACTURER'S OR

GOVERNING BODY GUIDELINES FOR ALL SEEDING SCHEDULES,

RATES, AND MIXTURES.

SEEDING, PERMANENT SEEDING

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

W S

Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -1

.d w

NOTE: MIN 28-DAY CONCRETE COMPRESSIVE STRENGTH

SHALL BE 2500 PSI

TOP RAIL

3 STRANDS OF BARBED WIRE

LINE POST

TOP OF

FENCE

2" MESH 9 GAGE WIRE

CHAIN LINK

3/8" Ø TRUSS ROD

CONCRETE BASE MIN

DIA 6"

COMPRESSIVE BRACE

xx x x xx x x x x xxxx x x x x x x x xxxx x x x x xxxx

3 STRANDS OF

BARBED WIRE

PROVIDE GATE STOP & LATCH SUITABLE

FOR PADLOCK

2" MESH 9 GAGE WIRE CHAIN

LINK

CONCRETE

FOOTING

3/8" MIN ROUND ROD

AT GATE

RAIL

GATE

POST

IIIIIIIIIIII

EDGE OF PAVEMENT

3/4" Ø X 2' DOWELS

TO ANCHOR BLOCKS

TO PAVEMENT

CLASS A3

CONCRETE

1" DIA.

18'-0"

9'-0" 9'-0"

PARKING

BLOCK

(TYP)

4" WHITE

STRIPING

(TYP)

CHAIN LINK FENCE

NOT TO SCALE1 DOUBLE SWING GATE

NOT TO SCALE2 PIPE TRENCH

NOT TO SCALE3

PRECAST CONCRETE PARKING BLOCK

NOT TO SCALE4

ASPHALT PAVEMENT

NOT TO SCALE5 CONCRETE SIDEWALK

NOT TO SCALE6

PARKING SPACE

NOT TO SCALE10

RESERVED

PARKING

VAN

ACCESSIBLE

NOTES:

1. HANGING ORDER OF THE VAN ACCESSIBLE SPACE AND PENALTY

SIGN DOES NOT MATER.

2. THE VAN ACCESSIBLE SIGN IN NOT REQUIREDED BY CODE AND

SHALL ONLY BE HUNG WHEN INDICATED ON THE PLAN.

PENATLY $100-500

FINE TOW AWAY

ZONE

4' MIN

7.5"

1'-6"

7' MAX

3'-6" 6"

18"

12" X 18" 0.80 GA.

RETRO-REFLECTORIZED

ALUMINUM SIGN

INTERNATIONAL SYMBOL OF

ACCESSIBILITY. BORDER AND

LETTERING IN WHITE ON

BLUE BACKGROUND

ADDITIONAL SIGN STATING

"VAN ACCESSIBLE SPACE"

WHERE INDICATED ON PLAN

PENALTY SIGN AS

REQUIREDED BY

IBC 1103.1.1

RADIUS 1 12" (TYP)

2" SQUARE GALVaANIZED

SIGN POST SET IN

6" PIPE BOLLARD,

PAINT YELLOW, FILL

WITH GROUT

12" EXPANSION JOINT

4' DEEP X 18" DIA.

CONCRETE FOOTING

ACCESSIBLE PARKING SIGN

NOT TO SCALE8

9'-0"

PRECAST

CONCRETE

WHEEL

STOP (TYP)

4" WHITE

STRIPING

(TYP)

20'-0"

9'-0" 9'-0"

ACCESSIBLE PARKING SPACES

NOT TO SCALE7

ACCESSIBLE PARKING SIGN

34"

39"

48"

40.75"

SYMBOL COLOR:

WHITE

SQUARE

COLOR:

BLUE

ACCESSIBLE PARKING MARKER

NOT TO SCALE9

SEE PLAN FOR WIDTH

2" ASPHALT BASE COURSE, 25 MM

8" AGGREGATE BASE COURSE

COMPACTED SUBGRADE

2" ASPHALT SURFACE COURSE, 9.5MM

NOTE:

CONCRETE MATERIAL OF ALDOT STANDARD AND TO BE INSTALLED AS PER

ALDOT SPECIFICATIONS

SEE PLAN FOR WIDTH

4" AGGREGATE BASE COURSE

COMPACTED SUBGRADE

4" CONCRETE WWF (6x6-W1.4x1.4)

12" PIPE

SIZE 12"

12"

*4" MIN

NOTE:

*6" MIN IF TRENCH BOTTOM IS ROCK

COMPACTED EARTH

CLEAN EARTH COMPACTED

BY HAND IN 6" LAYERS

CLEAN COURSE AGGREGATE

SPRING LINE

OF PIPE

UNDISTURBED SOIL

#5's @ 12" O.C., E.W.

ANCHOR BOLTS AS REQ'D, COORDINATE W/

EQUIP MANUF.

#5's @ 12" O.C., E.W.

4" BASE AGGREGATE

EDGE OF EQUIPMENT

GRADE VARIES

1'-6" MIN

6" MIN

MIN

EXTERIOR CONCRETE EQUIPMENT PAD

NOT TO SCALE11

COMPACTED EARTH

SEE PLANS

5' TYP.

EXPANSION JOINT WHERE

WALK ABUTS CURB,

PAVEMENT, OR STEPS

TRANSVERSE

CONTRACTION JOINT

TRANSVERSE EXPANSION

JOINT

LONGITUDINAL

CONTRACTION JOINT

40' OR MATCH JOINTS OF CURB WHEN ADJACENT

WALK WIDTHS

< 5' 11"

6' 0" - 7' 11" 8' 0" - 12' 0"

LONGITUDINAL CONTRACTION JOINT

NONE

ONE ALONG WALK AT CENTERLINE

TWO ALONG WALK AT THIRD POINTS

CONCRETE SIDEWALK JOINT LAYOUT

NOT TO SCALE12

NOTE: SEE STRUCTURAL GENERAL NOTES ON

S-001 FOR FOUNDATION AND SUBGRADE

PREPARATION REQUIREMENTS.

05/02/2024

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C-501

CIVIL DETAILS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

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Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -5

.d w

SILT FENCE

NOT TO SCALE1

NOTES:

1. CONCRETE BALLAST MUST BE PROVIDED TO COUNTERACT BUOYANCY.

CONCRETE BALLAST DELEGATED DESIGN TO PUMP STATION

MANUFACTURER.

2. GRINDER PACKAGE LIFT STATION MUST BE PROVIDED WITH A BUCK BOOST

TRANSFORMER FOR CONVERSION OF 208V TO 240V POWER AS PART OF

THE LIFT STATION PACKAGE PROVIDED BY THE MANUFACTURER.

3. CONTRACTOR MUST PROVIDE APPURTENANCES AS REQUIRED FOR

CONNECTION OF 1" HDPE FORCEMAIN TO LIFT STATION. COORDINATE

CONNECTION WITH ENGINEER.

4. GRINDER PUMPS MUST ALTERNATE START/STOP SEQUENCE BETWEEN

PUMPS AT EACH PUMP START.

5. PACKAGE GRINDER LIFT STATION MUST BE INSTALLED PER THE

MANUFACTURER'S REQUIREMENTS.

SEE NOTE 3

NOTES:

1. CONCRETE BALLAST MUST BE PROVIDED TO COUNTERACT

BUOYANCY. CONCRETE BALLAST DELEGATED DESIGN TO PUMP

STATION MANUFACTURER.

2. GRINDER PACKAGE LIFT STATION MUST BE PROVIDED WITH A BUCK

BOOST TRANSFORMER FOR CONVERSION OF 208V TO 240V POWER

AS PART OF THE LIFT STATION PACKAGE PROVIDED BY THE

MANUFACTURER.

3. CONTRACTOR MUST PROVIDE APPURTENANCES AS REQUIRED FOR

CONNECTION OF 1" HDPE FORCEMAIN TO LIFT STATION. COORDINATE

CONNECTION WITH ENGINEER.

4. GRINDER PUMPS MUST ALTERNATE START/STOP SEQUENCE

BETWEEN PUMPS AT EACH PUMP START.

5. PACKAGE GRINDER LIFT STATION MUST BE INSTALLED PER THE

MANUFACTURER'S REQUIREMENTS.

(SEE NOTE 3)

GRINDER LIFT STATION

NOT TO SCALE2

18"

OUTSIDE Ø OF PIPE

18"

2" MIN ASPHALT SURFACE COURSE

MATCH EXISTING DEPTH OF

ASPHALT BASE COURSE.

CREATE A 6" BENCH (EACH SIDE)

TACK JOINTS

BACKFILL WITH NO 21B STONE OR OTHER

APPROVED CRUSHED STONE IN COMPACTED

LIFTS.

PROPOSED STORM SEWER OR

UTILITIES

4" OF NO. 57 STONE BEDDING

PAVEMENT PATCH FOR UTILITY TRENCH

NOT TO SCALE3

EXISTING ASPHALTEXISTING ASPHALT

SAWCUT JOINTS FULL DEPTH

OF ASPHALT COURSES.

SIDE VIEW

METHOD I

STOP GEOTEXTILE HERE

TRENCH (APPROX 6"X 6")

BACKFILL ON TOP OF

GEOTEXTILE WITH SOIL

ANCHOR STAKE

GROUND

LINE

FLOW

POST

TIEBACK TO BE USED AS NEEDED

FOR ADDITIONAL STRENGTH TO

PREVENT OVERTURNING (TYP)

LOOP GEOTEXTILE

OVER T-POST

ELEVATION VIEW

4' -0

" M

P O

2' -0

ANCHOR AT EACH END

OF FENCE AS REQUIRED

GROUND

LINE

10'-0" (TYP)

RING FASTENERS

(TOP ONLY)

@ APPROXIMATELY

1'-0" O C

STUDDED METAL

"T" POST

ANCHOR AT EACH END

OF FENCE AS REQUIRED

GROUND LINE

2' -0

05/02/2024

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C-502

CIVIL DETAILS

DRAWN:

CHECK:

SHT. NO.

SHEET TITLE

REV. NO.

DESIGN:

DATE:

COMM NO:

123456

C er tif ic at e of A ut ho riz at io n

N um be r:

Ex pi ra tio n:

P ea ch tre e D un w oo dy

R oa d, B ui ld in g

Su ite

At la nt a, G A

w ile yw ils on .c om

E m pl oy ee -O w ne d

N S

U R

U G

O U

R V

O R

D M

R O

N G

R D

S H

O R

, A

M R

K D

N D

5/ 2/

P M

W S

Bo n

Se co ur O ffi ce

D ra w in gs \7

C iv il\

Sh ee ts \2

_C -5

.d w

A. GENERAL

1. STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME CASES SUPPLEMENT PROJECT SPECIFICATIONS. REFER TO THE

PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE.

2. THE DESIGN OF THE STRUCTURE COMPLIES WITH THE INTERNATIONAL BUILDING CODE 2021 AS ADOPTED BY THE 2021 ALABAMA BUILDING

CODE.

3. GRAVITY DESIGN LOADS ARE AS FOLLOWS:

a. SUPERIMPOSED DEAD LOADS:

FINISHES ACTUAL

MECHANICAL AND CEILING 5 PSF

ROOFING – MECHANICALLY FASTENED SINGLE PLY 1 PSF

SPRINKLER SYSTEMS AS REQ’D (3 PSF MIN)

b. LIVE LOADS:

MECHANICAL SPACE 150 PSF

STORAGE – LIGHT 125 PSF

ASSEMBLY AREAS – MOVEABLE SEATS 100 PSF

LOBBIES 100 PSF

LATRINES, HEADS, TOILETS 70 PSF

OFFICE SPACE 50 PSF

ROOF – MINIMUM 20 PSF

4. HANDRAILS AND GUARDS RAILS MUST BE DESIGNED FOR A LINEAR LOAD OF 50 POUNDS PER FOOT OR CONCENTRATED LOAD OF 200 POUNDS, EACH APPLIED NON-CONCURRENTLY TO THE TOP OF THE HANDRAIL, IN ANY DIRECTION TO CREATE THE WORST LOAD EFFECT.

BALUSTERS, PANEL FILLERS, AND GUARDRAIL INFILL COMPONENTS, INCLUDING ALL RAILS EXCEPT THE HANDRAIL AND TOP RAIL, MUST BE DESIGNED FOR A HORIZONTAL LOAD OF 50 POUNDS OVER A 12 INCH BY 12 INCH AREA LOCATED TO CREATE THE WORST LOAD EFFECT.

5. IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE’S SECTION 1607.4, THE FLOOR SYSTEM IS DESIGNED TO WITHSTAND CONCENTRATED LOADS ASSUMED ACTING UNIFORMLY ON A 2-1/2 FEET SQUARE AREA AND LOCATED TO PRODUCE THE MAXIMUM EFFECT

IN STRUCTURAL MEMBERS.

6. THE DESIGN OF THE STRUCTURE TO RESIST SNOW LOADS IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE’S SECTION 1608

AND ASCE 7, CHAPTER 7

GROUND SNOW LOAD Pg = 0.0 PSF FLAT ROOF SNOW LOAD Pf = 0.0 PSF EXPOSURE FACTOR Ce = 1.0

IMPORTANCE FACTOR IS = 1.0

ROOF THERMAL FACTOR Ct = 1.0 ROOF SLOPE FACTOR Cs = 1.0

7. THE DESIGN OF THE STRUCTURE TO RESIST WIND PRESSURES IS IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE’S SECTION 1609.0, WHICH IS BASED ON ASCE 7, CHAPTER 26. DESIGN INFORMATION IS AS FOLLOWS:

DESIGN WIND SPEED (ULTIMATE) V = 160 MPH

DESIGN WIND SPEED (SERVICE) VASD = 124 MPH

RISK CATEGORY II

WIND EXPOSURE CATEGORY FOR MWFRS D

INTERNAL PRESSURE COEFFICIENT GCPI = ± 0.18

COMPONENTS AND CLADDING PRESSURE SEE PLANS

8. THE DESIGN OF THE STRUCTURE TO RESIST RAIN LOADS IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE’S SECTION 1611, AND…

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