Solicitation_Attach_Drawings.pdf

AREA OF PROJECT

HAUL ROUTE

DEAN C.

VON TERSCH

A-7903

CHARLESTON

SC

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON 300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637 252.649.0334

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CONSTRUCT CRYOGENICS FACILITY

DKFX 16-1037

JOINT BASE CHARLESTON, SOUTH CAROLINA

FINAL SUBMITTAL

15 MARCH 2018

SCALE: NOT TO SCALE

EXTERIOR PERSPECTIVE VIEW

INDEX OF DRAWINGS

# OF

TOTAL

SHEET

NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-101 LIFE SAFETY PLAN AND NOTES

CIVIL

3 VF101 EXISTING TOPOGRAPHIC SURVEY

4 CD101 DEMOLITION AND EROSION CONTROL PLAN

5 CS101 SITE AND UTILITY PLAN

6 C-501 SEDIMENT AND EROSION CONTROL NOTES

7 C-502 CIVIL DETAILS

8 C-503 CIVIL DETAILS

9 C-504 CIVIL DETAILS

STRUCTURAL

10 S-001 STRUCTURAL GENERAL NOTES

11 S-101 FOUNDATION PLAN

12 S-301 DETAILS AND SECTIONS

ARCHITECTURAL

13 A-001 ABREVIATIONS AND LEGENDS

14 A-002 GENERAL ARCHITECTURAL NOTES

15 A-101 FIRST FLOOR PLAN

16 A-102 REFLECTED CEILING AND ROOF PLAN

17 A-201 ELEVATIONS AND SECTIONS

18 A-501 ARCHITECTURAL DETAILS

19 A-502 ARCHITECTURAL DETAILS

20 A-601 SCHEDULES AND FINISH DETAILS

FIRE PROTECTION

21 FA001 FIRE ALARM GENERAL NOTES

22 FA101 NEW WORK FIRE ALARM PLAN

PLUMBING

23 P-001 GENERAL NOTES AND LEGENDS

24 P-101 PLUMBING NEW WORK PLAN

25 P-401 PLUMBING ISOMETRIC PLAN

26 P-501 PLUMBING DETAILS

MECHANICAL

27 M-001 GENERAL NOTES AND LEGENDS

28 M-101 MECHANICAL NEW WORK PLAN

29 M-501 MECHANICAL DETAILS

30 M-601 MECHANICAL SCHEDULES

ELECTRICAL

31 E-001 GENERAL NOTES AND LEGENDS

32 ES101 SITE PLAN

33 E-101 NEW WORK PLAN

34 E-501 LIGHTING SCHEDULE AND DETAILS

35 E-601 RISER DIAGRAM AND PANEL SCHEDULE

Grand total: 35

SCALE: NOT TO SCALE

AREA LOCATION MAP OPPORTUNITY #

DKFX 16-1037 : 1051610

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NO YES

NO YES

NO YES

NO YES

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

TYPE:

(IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?: (IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(IBC 509)

MIXED OCCUPANCIES?: (IBC 508.1)

OCCUPANCY GROUP:

NON SEPARATED?: (IBC 508.3)

SEPARATED?: (IBC 508.4)

NFPA IBC

II (STEEL WALLS AND STRUCTURAL FRAMEWORK)

STORAGE

0 SF 0%

S-1

BUILDING CODE ANALYSIS

IBC 2015 / NFPA 101

CONSTRUCT CRYOGENICS FACILITY

JOINT BASE CHARLESTON, SC

BUILDING AREA

AREA LIMIT BY TABLE 506.2 OF IBC:

( PER STORY)

AREA AS DESIGNED PER STORY:

TOTAL DESIGNED AREA OF BUILDING:

*OCCUPANCY GROUP:

*OCCUPANCY GROUP:

17,500 SF

600 SF

600 SF

BUILDING HEIGHT

AS DESIGNED

WITHOUT ANY

ALLOWABLE INCREASE

(PER IBC TABLE 504.3 &

504.4)

AS ALLOWED BY IBC

ALLOWABLE HEIGHT

INCREASE

(PER IBC 504.2)

TOTAL HEIGHT

INCLUDING ANY

ALLOWABLE INCREASE

IN FEET IN STORIES IN FEET IN STORIES

15'-8" 1 55'-0" 2

N/A N/A N/A N/A

15'-8" 1 55'-0" 2

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS

PER IBC SECTION 718FIREBLOCKING REQUIRED?:

PER IBC SECTION 718DRAFTSTOPPING REQUIRED?:

PER IBC SECTION 909SMOKE CONTROL SYSTEM

REQUIRED?:

PER IBC SECTION 709SMOKE BARRIERS REQUIRED?:

PER IBC SECTION 710SMOKE PARTITION REQUIRED?:

PER NFPA 101 SECTION

42.3.6

FIRE PARTITION REQUIRED?:

PER IBC TABLE 508.4FIRE BARRIER REQUIRED?:

ALARM & DETECTION

PER UFC 3-600-01

9-18.6.1 & NFPA 101

13.3.4.1.1

FIRE ALARM SYSTEM REQUIRED?:

PER IFC 908EMERGENCY ALARM SYSTEM

REQUIRED?:

SUPPRESSION

PER UFC 3-600-01

9-10.2.1 & 9-10.2.2

STANDPIPES REQUIRED?:

PER UFC 3-600-01

9-7.2.1.1

SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

PER UFC 3-600-01 9-17.1PORTABLE EXTINGUISHERS

REQUIRED?:

PER UFC 3-600-01OTHER SUPPRESSION

SYSTEMS REQUIRED?:

PER UFC 3-600-01SMOKE & HEAT VENTS

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

TESTING

AGENCY

& DESIGN NO.

(UL, FM, ETC)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601 & 602)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

FIRE WALLS

(PER IBC TABLE 706.4)

FIRE BARRIERS

(PER IBC TABLE 707.3.10)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

FIRE PARTITIONS

(PER IBC 101 39.3.6)

OPENING & PROTECTIVE LISTING BY

CATEGORY (FIRE SHUTTERS,

DOORS, ETC. (PER IBC SECTION 716

& TABLE716.5)

INCIDENTAL ACCESSORY

OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY SEPARATION WALLS

(PER IBC TABLE 508.4)

EXIT STAIR

(PER NFPA 101, 7.1.3.2.1)

HORIZONTAL EXIT

(PER NFPA 101, 7.2.4)

EXIT ACCESS CORRIDOR WALLS

(PER NFPA 101, 7.1.3.1 (1)

SHAFT WALLS INCLUDING ELEVATOR

AND MECHANICAL SHAFTS

(PER IBC SECTION 713)

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

CORRIDOR WIDTH

(PER NFPA 101, 42.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER NFPA 101, 42.3.6)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH (PER

NFPA 101, TABLE 7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL (PER

NFPA 101, TABLE A.7.6)

EXIT ACCESS TRAVEL

DISTANCE (PER NFPA 101,

TABLE A.7.6)

DEAD ENDS (PER NFPA

101, TABLE A.7.6)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD (PER NFPA 101,

42.2.4.1 & 13.2.4.2)

VERTICAL EXIT

ENCLOSURES

(PER NFPA 101, 7.1.3.2.1)

≥36" 36"

N/A N/A

N/A N/A

N/A N/A

≤50'-0" 25'-8"

≤50'-0" 26'-8"

≤50'-0" N/A

1 2

N/A N/A

598 SF

STORAGE

EGRESS TRAVEL DISTANCE A

COMMON PATH OF TRAVEL

DISTANCE

FIRE EXTINGUISHER DISTANCE

1 HOUR FIRE RATED SEPARATION

EGRESS TRAVEL DISTANCE

4A: 80-BC DRY CHEMICAL FIRE

EXTINGUISHER

2A: 20-BC DRY CHEMICAL FIRE

EXTINGUISHER

1 HR HORIZONTAL SEPARATION

F

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A L E N G I N E E R

No. 20943

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

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON 300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637 252.649.0334

03/15/18

A/E SEAL

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

LIFE SAFETY PLAN

OCCUPANCY AREA

MAXIMUM AREA

ALLOWED PER

OCCUPANT

CALCULATED

OCCUPANCY LOAD

FIRST FLOOR

STORAGE 598 SF 500 2

Total 598 SF 2

BUILDING DESIGN OCCUPANT LOAD

GROSS BUILDING AREA

AREA TYPE AREA

Gross Building Area 598 SF

Grand total 598 SF

(NFPA TABLE 7.6.1.2)

ROUTE DISTANCES

MARK LENGTH

EGRESS TRAVEL DISTANCE

A 26'-8"

MANUAL PULL STATION

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TBM #100

N:393204.60

E:2291356.72

ELEV.:43.615

TBM #101

N:393472.87

E:2291341.90

ELEV.:43.366

12" MAPLE

SMOKE AREA

SCO

14" CMYRTLE

16" CEDAR

TH

N:393380.44

E:2291361.43

ELEV.:43.251

TH

N:393484.55

E:2291357.72

ELEV.:43.343

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EXISTING

BUILDING

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BUILDING

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BUILDING

WOODEN

DECK

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CHAIN-LINK FENCE

CHAIN-LINK FENCE

ASPHALT

ASPHALT

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CONC PAD

BASKETBALL

GOAL

EXISTING

BUILDING 679

CONC PAD

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TRANSFORMER

TELEPHONE

VAULT

GAZEBO

GRASS

GRASS

SCO

SANITARY MANHOLE

RIM: 44.04'

INV IN: 40.39'

INV OUT: 40.31'

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

A/E SEAL

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IN628TH

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03/09/18

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VF101

EXISTING TOPOGRAPHIC SURVEY

SCALE: 1" = 20'-0"

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BUILDING OUTLINE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONTOUR

WATER LINE

STORM DRAIN LINE

FIBER OPTIC LINE

UNDERGROUND ELECTRICAL

SEWER LINE

GAS LINE

UNDERGROUND

TELECOMMUNICATION LINE

SCO

FENCE LINE

SURVEY TRN

BENCHMARK

BOLLARD

SIGN

ELECTRICAL STRUCTURE

COMMUNICATIONS STRUCTURE

WATER VALVE

GAS VALVE

SEWER MANHOLE

CLEANOUT

PIV

POST INDICATOR VALVE (PIV)

1. SURVEY PROVIDED BY: MA ENGINEERING CONSULTANTS, INC.

2. HORIZONTAL DATUM: NAD 1983/2011(SC)

VERTICAL DATUM: NAVD 1988

3. SURVEY BASED ON PHYSICAL EVIDENCE FOUND ON OCT

2017.

4. UTILITY INFORMATION BASED ON OBSERVED INFORMATION,

GEOPHYSICAL LOCATING, AND GIS MAPPING.

5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A

TITLE COMMITMENT REPORT. MA ENGINEERING

CONSULTANTS, INC., DOES NOT CLAIM THAT ALL MATTERS OF

RECORD WHICH MAY OR MAY NOT AFFECT THE SUBJECT

PROPERTY ARE SHOWN HEREON.

6. BROKEN LINES INDICATE PROPERTY LINES NOT SURVEYED.

7. THE OFF-SITE RIGHT-OF-WAY/PROPERTY LINE SHOWN

HEREON IS FOR ILLUSTRATIVE PURPOSES ONLY. THE

UNDERSIGNED CERTIFIES ONLY TO THE

RIGHT-OF-WAY/PROPERTY LINES SURVEYED, AND DOES NOT

CERTIFY TO THE RIGHT-OF-WAY WIDTH/PROPERTY LINE OF

ANY ADJACENT PROPERTIES.

8. THE SUBJECT PROPERTY IS LOCATED WITHIN 2000' OF A

HORIZONTAL NGS MONUMENT.

9. HORIZONTAL COORDINATES BASED UPON VRS GPS

OBSERVATIONS USING SPECTRA PRECISION "SP 80" UNITS.

THE NETWORK POSITIONAL ACCURACY OF THE RTK DERIVED

POSITIONAL COORDINATES MEETS OR EXCEEDS THE CLASS

A HORIZONTAL POSITIONS. COORDINATES BASED UPON

GEOID 12B NSRS 2011 AND HAVE A 95% CONFIDENCE RATING.

VERTICAL DATUM HAS BEEN ADJUSTED TO NAVD '88.

10. PROPERTY MAY BE SUBJECT TO UNRECORDED

RIGHT-OF-WAYS OR EASEMENTS NOT OBSERVED.

11. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE

FEATURES SHOWN HEREON ARE BASED ON FIELD

OBSERVATIONS BY THE SURVEYOR AND BY INFORMATION

PROVIDED BY OTHERS. THE INFORMATION IS NOT TO BE

RELIED ON AS BEING EXACT OR COMPLETE. THE

CONTRACTOR SHALL SECURE AN APPROVED DIG PERMIT (AF

103) BEFORE DIGGING, ALONG WITH CONFIRMING WITH

"PUPS" AT 811 OR (888) 721-7877), PRIOR TO

COMMENCEMENT OF EXCAVATION OR DEMOLITION.

LEGEND

SURVEY NOTES

GRAPHIC SCALE

SCALE: 1"=20'-0"

NORTH

20' 0 20' 40'

TREE

12" MAPLE

SMOKE

AREA

SCO

14" CMYRTLE

16" CEDAR

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ASPHALT

ASPHALT

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GOAL

EXISTING BUILDING 679

TO BE REMOVED

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TRANSFORMER

TELEPHONE

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RIM: 44.04'

INV IN: 40.39'

INV OUT: 40.31'

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SHRUB

REMOVE ASPHALT

PAVEMENT AND BASE

SILT FENCE LIMITS,

LESS THAN 5,000 SF

OF DISTURBANCE

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CHS AIRPORT / CAFB

AIRFIELD

REMOVE AND REPLACE

CONCRETE SIDEWALK

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

SILT FENCE (TYP.)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

REMOVE CONCRETE

SIDEWALK

REMOVE REINFORCED

CONCRETE BUILDING AND

ASSOCIATED INFRASTRUCTURE

INCLUDING THE FOUNDATION

(WALLS, FLOORS AND ROOF)

REMOVE VEGETATION

NEAR BUILDING

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

03/15/18

A/E SEAL

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DEMOLITION AND EROSION CONTROL PLAN

SCALE: 1" = 20'-0"

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GENERAL NOTES

TO BE REMOVED

LIMITS OF CONSTRUCTION

SILT FENCE

1. SEE SHEET C-501 THROUGH C-504 FOR CIVIL DETAILS.

2. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND

FOUNDATIONS ARE REMOVED SHALL BE PROTECTED, FILLED TO EXISTING

GRADE AND SLOPED FOR POSITIVE DRAINAGE.

3. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS

BEEN COMPLETED. REFER TO CONSTRUCTION SPECIFICATION FOR

INSTALLATION SEEDING SCHEDULE AND DIRECTION.

4. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

5. SAW CUT AND REMOVE AS NOTED ON PLANS- PROVIDE NEAT AND CLEAN

JOINTS AT PAVEMENT AND SIDEWALK TO REMAIN.

6. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND

REPLACEMENT OF ASPHALT PAVEMENT AND CONCRETE SIDEWALK AS

NECESSARY TO CONSTRUCT THE PROJECT. PAVEMENT AND SIDEWALK

REMOVAL AND REPLACEMENT SHOWN IS THE MINIMUM AMOUNT

REQUIRED TO CONSTRUCT THE PROJECT.

7. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE PLANS

ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT

LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48

HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT,

AND TO PROTECT THE SAME DURING CONSTRUCTION.

8. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES

SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE

SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED, AND ENSURE THEY

ARE TURNED OFF PROPERLY BEFORE BEGINNING CONSTRUCTION. THE

CONTRACTOR SHALL CONTACT "PUPS" AT 811 OR (888) 721-7877 AND

CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO COMMENCEMENT

OF EXCAVATION OR DEMOLITION.

9. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE

REPAIR OF ANY DAMAGE DONE TO ANY NEW AND EXISTING SITE ITEMS IN

THE EXECUTION OF HIS WORK UNDER THIS SECTION.

10. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR AND

SAFEGUARD HIMSELF AND THE GOVERNMENT FROM DAMAGE.

10. UNLESS OTHERWISE INDICATED, DISTURBED AREAS SHALL BE GRASSED

IN ACCORDANCE WITH THE INSTALLATION SCHEDULE PER

SPECIFICATIONS AS DIRECTED.

11. SEE VF101 FOR EXISTING ITEMS LEGEND.

LEGEND

GRAPHIC SCALE

SCALE: 1"=20'-0"

NORTH

20' 0 20' 40'

12" MAPLE

SMOKE

AREA

SCO

14" CMYRTLE

16" CEDAR

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

F

O

F

O

F

O

F

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X

X

X

X

X

X

X

X

X

X

X

X

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

WOODEN

DECK

COVERED

SHED

COVERED

SHED

CHAIN-LINK FENCE

CHAIN-LINK FENCE

ASPHALT

ASPHALT

P

A

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E

R

S

ELEC PANEL

CONC PAD

BASKETBALL

GOAL

CONC PAD

CONC PAD

GENERATOR

TRANSFORMER

TELEPHONE

VAULT

GAZEBO

GRASS

GRASS

SCO

SANITARY MANHOLE

RIM: 44.04'

INV IN: 40.39'

INV OUT: 40.31'

P

V

C

P

V

C

16" OAK

SHRUB

PROPOSED BUILDING

FFE: 44.12'

(SEE ARCHITECTURAL)

EXISTING FIRE HYDRANT

APPROXIMATELY 300' FROM

PROPOSED BUILDING

CONNECT TO EXISTING WATER

MAIN W/ 1' SERVICE AND

ABOVE GROUND BACKFLOW

PREVENTER (DETAIL 2, C504)

NEW SEWER SUMP

PUMP (DETAIL 5, C-503)

L

O

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E

E

T

CHS AIRPORT / CAFB

AIRFIELD

CORE DRILL EXISTING MANHOLE

AND SEAL WITH LINK SEAL FOR

CONNECTION (DETAIL 3, C-504)

NEW COMMUNICATION LINE

(SEE ES101)

EXISTING

ELECTRICAL

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

218 LF OF 1.5"

PVC FORCE MAIN

REPLACE 4' WIDE

CONCRETE SIDEWALK

CONNECT TO EXISTING

COMMUNICATIONS

MANHOLE

(SEE ES101)

(2) BOLLARDS

(SEE STRUCTURAL)

CONCRETE PAVEMENT W/

CONTROL JOINTS AS SHOWN

MATCH EXISTING

PAVEMENT (TYP)

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

03/15/18

A/E SEAL

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03/15/18

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SITE AND UTILITY PLAN

SCALE: 1" = 20'-0"

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BUILDING OUTLINE

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONTOUR

WATER LINE

STORM DRAIN LINE

FIBER OPTIC LINE

UNDERGROUND ELECTRICAL

SEWER LINE / FORCE MAIN

GAS LINE

UNDERGROUND

TELECOMMUNICATION LINE

FENCE LINE

SURVEY TRN

BOLLARD

SIGN

ELECTRICAL STRUCTURE

COMMUNICATIONS STRUCTURE

WATER VALVE

GAS VALVE

SEWER MANHOLE

CLEANOUT

POST INDICATOR VALVE (PIV)

NEWEXISTING

LEGEND

SILT FENCE

UNDERGROUND

COMMUNICATIONS LINE

GRINDER PUMP

LIMITS OF CONSTRUCTION

BOLLARD

1. LIMITS OF CONSTRUCTION EQUAL APPROXIMATELY 4900 SQUARE FEET,

OF WHICH ALL WILL BE DISTURBED DURING CONSTRUCTION.

2. SEE SHEET C-501 THROUGH C-504 FOR CIVIL DETAILS.

3. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE AWAY

FROM THE NEW BUILDING.

4. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS

BEEN COMPLETED. REFER TO CONSTRUCTION SPECIFICATION FOR

INSTALLATION SEEDING SCHEDULE AND DIRECTION.

5. THE LOCATION, SIZES, AND DEPTHS OF EXISTING UTILITIES, INCLUDING

SERVICE LATERALS, AND DRAINAGE STRUCTURES SHOWN ON THE

PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE

EXACT LOCATION, SIZES, AND DEPTHS OF UNDERGROUND UTILITIES AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION WHETHER SHOWN ON

PLANS OR NOT, AND TO PROTECT THE SAME DURING CONSTRUCTION.

6. THE CONTRACTOR IS HEREBY CAUTIONED THAT ALL SITE FEATURES

SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS BY THE

SURVEYOR AND BY INFORMATION PROVIDED BY OTHERS. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.

CONTRACTOR TO COORDINATE LOCATION/MARKING OF EXISTING SITE

UTILITIES IN AREAS WHERE WORK IS CONDUCTED, AND ENSURE THEY

ARE TURNED OFF PROPERLY BEFORE BEGINNING CONSTRUCTION. THE

CONTRACTOR SHALL CONTACT "PUPS" AT 811 OR (888) 721-7877 AND

CONTRACTING OFFICER AT LEAST 48 HOURS PRIOR TO

COMMENCEMENT OF EXCAVATION OR DEMOLITION.

7. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE

WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY NEW AND

EXISTING SITE ITEMS IN THE EXECUTION OF HIS WORK UNDER THIS

SECTION.

8. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING

CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR AND

SAFEGUARD HIMSELF AND THE GOVERNMENT FROM DAMAGE.

GENERAL NOTES

FIRE HYDRANT

GRAPHIC SCALE

SCALE: 1"=20'-0"

NORTH

20' 0 20' 40'

TC

43.79

FG

43.6

SPOT GRADE

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

03/15/18

A/E SEAL

G

E W

BAIR AS

IN628TH

IRA D

MANCOM

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MANCOM

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DKFX-16-1037

03/15/18

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1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH

SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL

TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE

SLOPE IS BROUGHT TO GRADE.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE

WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE

MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

· WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND

CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

· WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND

EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION

MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF

PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY, OR

INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR

MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL

EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND

STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND

TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED

WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING

PUMPED BACK INTO THE WATERS OF THE STATE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF

CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS

HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN

ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES

SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED

ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL

DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS

FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS

DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C. REG.

72-300 ET SEQ. AND SCR100000.

8. TEMPORARY DIVISION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION

TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT-LADEN WATER TO

APPROPRIATE TRAPS OR STABLE OUTLETS.

9. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY

MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A

50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT

BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.

10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL

FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS

THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT

SOURCE IN STORM WATER DISCHARGES.

11. A COPY OF THE SWPPP, INSPECTIONS RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE

CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT FINAL

STABILIZATION IS REACHED.

12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE

LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME

FOR A PERIOD OF 7 CALENDAR DAYS.

13. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH

WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR

ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE;

15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS.

THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).

16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

· WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;

· WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING

· COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;

· FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

· MAINTENANCE; AND

· SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.

17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT

LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED

ON ALL AREAS OF THE CONSTRUCTION SITE.

18. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE

REQUIREMENTS OF THIS PERMIT AND/OR SC’S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE

COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE

THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND

ALTERNATIVE BMPS MUST BE IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED

ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR

PROJECTS THAT DISTURB 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE

DEPARTMENT HAS APPROVED OTHERWISE.

SCDHEC STANDARD NOTES

2. COASTAL SEEDING SPECIFICATIONS

3. EROSION CONTROL PLAN

1. GENERAL

A. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION

MEASURES OR STRUCTURES AS SOON AS PRACTICAL IN THE DEVELOPMENT PROCESS.

B. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND

SURFACE CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON-SITE SOIL

INCLUDING THE USE OF DIVERSION DITCHES, GRASSED WATERWAYS AND STORM SEWERS.

C. PLACE SILT FENCE BARRIERS AT LOCATIONS SHOWN ON PLAN. SILT BARRIERS SHALL BE

MAINTAINED IN PLACE AND IN GOOD CONDITION UNTIL GROUND COVER IS ESTABLISHED.

D. ALL DISTURBED AREAS NOT PAVED SHALL BE GRASSED. USE TEMPORARY PLANT COVER,

MULCHING, AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO

EROSION DURING CONSTRUCTION.

E. CONTRACTOR SHALL PROVIDE DUMPSTER OF SUFFICIENT SIZE AND NUMBER TO CONTAIN

THE SOLID WASTE GENERATED BY THE PROJECT.

F. CONTRACTOR SHALL FREQUENTLY REMOVE GARBAGE TO MAINTAIN A CLEAN

CONSTRUCTION SITE AND MINIMIZE THE EXPOSURE OF WASTE TO STORM WATER.

PERMANENT SEEDING:

“COOL SEASON”: PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28

SPECIES RATE

HULLED BERMUDA 44 LBS./AC.

UNHULLED BERMUDA 44 LBS./AC.

CENTIPEDE 22 LBS./AC.

“WARM SEASON”: PLANTED BETWEEN 1 MARCH AND 15 AUGUST

SPECIES RATE

SERICEA LESPEDEZA (CLAY SOILS) 44 LBS./AC.

WEEPING LOVE GRASS (SANDY SOILS) 44 LBS./AC.

CENTIPEDE 22 LBS,/AC.

TEMPORARY SEEDING:

“COOL SEASON”: PLANTED BETWEEN 1 SEPTEMBER AND 3 MARCH

SANDY, DROUGHTY SITES

SPECIES RATE

RYE, GRAIN 56 LBS./AC.

RYEGRASS 50 LBS./AC.

WELL DRAINED, CLAYEY/LOAMY SITES

SPECIES RATE

RYE GRAIN 56 LBS./AC.

OATS 75 LBS./AC.

RYEGRASS 50 LBS./AC.

“WARM SEASON”: PLANTED BETWEEN 4 MARCH AND AUGUST 31

SANDY, DROUGHTY SITES

SPECIES RATE

BROWNTOP MILLET 40 LBS./AC.

WELL DRAINED, CLAYEY/LOAMY SITES

SPECIES RATE

BROWNTOP MILLET

OR JAPENESE MILLET 56 LBS./AC.

A. ALL AREAS WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE SEEDED.

B. WHEN THE PIPE TRENCH APPROACHES A STREAM, INSTALL A CHECK DAM OR DO NOT

COMPLETELY EXCAVATE THE TRENCH UNTIL PIPE INSTALLATION WILL IMMEDIATELY

FOLLOW TO PREVENT UNOBSTRUCTED FLOW FROM THE TRENCH TO THE STREAM.

C. PROVIDE A DOUBLE ROW OF SILT FENCE IN ALL AREAS WHERE A 50' BUFFER CAN'T BE

MAINTAINED BETWEEN THE DISTURBED AREA AND THE WETLANDS. A 10' BUFFER SHALL

BE LEFT WITH THE WETLANDS AND SILT FENCE.

SEDIMENT AND EROSION CONTROL NOTES

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

A/E SEAL

G

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BAIR AS

IN628TH

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DKFX-16-1037

03/15/18

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SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION: LIST OF QUALIFIED PROVIDERS

OF SILT FENCING / LOW FLOW DROP INLET PROTECTION GEOTEXTILE FABRICS

COASTAL SITE SUPPLY, INC.

P O BOX 60988

NORTH CHARLESTON, SC 29419

877-744-9747

FAX: 843-744-9750

ATTN: BILLY DENSON

PROTECH ENVIRONMENTAL SUPPLY

1500 CONTINENTAL BLVD., SUITE C/F

CHARLOTTE, NC 28273

(704)676-9788

FAX: (704)676-9791

ATTN: MITCH PERKINS

WILLACOOCHEE INDUSTRIAL FABRICS

P. O. BOX 599

HIGHWAY 82 WEST

WILLACOOCHEE, GA 31650

(912) 534-5757

FAX: (912) 534-5533

PROPEX, INC.

P O BOX 22788

6025 LEE HIGHWAY, SUITE 425

CHATTANOOGA, TN 37422

(800)621-1273

FAX: (423)899-7619

WWW.GEOTEXTILE.COM

ACF ENVIRONMENTAL

2831 CARDWELL ROAD

RICHMOND, VA 23234

(800)448-3636

FAX: (804)743-7779

WWW.ACFENVIRONMENTAL.COM

DDD EROSION CONTROL, INC.

P O BOX 694

1383 INDUSTRIAL DRIVE

ASHBURN, GA 31714

(229) 567-0751

FAX: (229) 567-0752

EMAIL: DDDEROSION@WINDSTREAM.NET

WWW.3DEROSION.COM

ATTN: DON DAVIS

BELTON INDUSTRIES, INC.

PO BOX 127 (2) STYLE 941

BELTON, SC 29627 (3) STYLE 945

(864) 338-5711

ATTN: MR. DAVID GALLOWAY

THRACE-LINQ

2550 WEST FIFTH NORTH ST.

SUMMERVILLE, SC 29483-9699

(803) 875-8280

(800) 445-4675

CONSTRUCTION FABRICS & SUPPLY

1603 JAMES P. ROGERS DRIVE

VALDOSTA, GEORGIA 31601

(229) 244-0004

ATTN: ANGIE ANDERSON OR

JEFF COPPAGE

HANES GEOCOMPONENTS

10800 S. COMMERCE BLVD. #9

SUITE L, CHARLOTTE, NC 28273

(704)588-7626

FAX: (704)588-7972

ATTN: KEITH GREGORY

WWW.HANESGEO.COM

SCALE: NOT TO SCALE

SILT FENCING

SCALE: NOT TO SCALE

SILT FENCE INSTALLATION

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FLAT BOTTOM TRENCH DETAIL

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FILTER FABRIC

BACKFILL TRENCH WITH

COMPACTED EARTH

COMPACTED

EARTH

COMPACTED

EARTH

FILTER FABRIC

6"

6"

24" (MINIMUM)

24" (MINIMUM)

6"

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RUNOFF

RUNOFF

18-IN. TO 24-IN.

BURY FABRIC

USE EITHER FLAT-BOTTOM

OR V-BOTTOM TRENCH

SEE DETAILS

FILTER

FABRIC

BURY FILTER FABRIC AT LEAST 12"

1.25 LB./LINEAR FT.

STEEL POSTS

HEAVY DUTY PLASTIC

TIE FOR STEEL POSTS

(RESTRICT TO TOP

8-INCHES OF FABRIC)

18" - 24"

SILT FENCE - GENERAL NOTES

1. DO NOT PLACE SILT FENCE ACROSS CHANNELS OR IN OTHER AREAS SUBJECT TO

CONCENTRATED FLOWS. SILT FENCE SHOULD NOT BE USED AS A VELOCITY CONTROL BMP.

CONCENTRATED FLOWS ARE ANY FLOWS GREATER THAN 0.5 CFS.

2. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE SILT FENCE SHALL BE 100-FEET.

3. MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO THE FENCE LINE) SHALL BE 2:1.

4. SILT FENCE JOINTS, WHEN NECESSARY, SHALL BE COMPLETED BY ONE OF THE FOLLOWING

OPTIONS: WRAP EACH FABRIC TOGETHER AT A SUPPORT POST WITH BOTH ENDS FASTENED

TO THE POST, WITH A 1-FOOT MINIMUM OVERLAP;

- OVERLAP SILT FENCE BY INSTALLING 3-FEET PAST THE SUPPORT POST TO WHICH THE NEW

SILT FENCE ROLL IS ATTACHED. ATTACH OLD ROLL TO NEW ROLL WITH HEAVY-DUTY PLASTIC

TIES; OR,

- OVERLAP ENTIRE WIDTH OF EACH SILT FENCE ROLL FROM ONE SUPPORT POST TO THE NEXT

SUPPORT POST.

5. ATTACH FILTER FABRIC TO THE STEEL POSTS USING HEAVY-DUTY PLASTIC TIES THAT ARE

EVENLY SPACED WITHIN THE TOP 8-INCHES OF THE FABRIC.

4. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE STORMWATER FLOW

AND PLACE THE SILT FENCE THE PROPER DISTANCE FROM THE TOE OF STEEP SLOPES TO

PROVIDE SEDIMENT STORAGE AND ACCESS FOR MAINTENANCE AND CLEANOUT.

5. INSTALL SILT FENCE CHECKS (TIE-BACKS) EVERY 50-100 FEET, DEPENDENT ON SLOPE,

ALONG SILT FENCE THAT IS INSTALLED WITH SLOPE AND WHERE CONCENTRATED FLOWS

ARE EXPECTED OR ARE DOCUMENTED ALONG THE PROPOSED/INSTALLED SILT FENCE.

HEAVY DUTY

PLASTIC TIES

FILTER FABRIC

HEAVY DUTY PLASTIC TIES

PLAN SYMBOL

SILT FENCE - POST REQUIREMENTS

1. SILT FENCE POSTS MUST BE 48-INCH LONG STEEL POSTS THAT MEET,

AT A MINIMUM, THE FOLLOWING PHYSICAL CHARACTERISTICS.

- COMPOSED OF A HIGH STRENGTH STEEL WITH A MINIMUM YIELD

STRENGTH OF 50,000 PSI.

- INCLUDE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF

1.38-INCHES AND A NOMINAL "T" LENGTH OF 1.48-INCHES.

- WEIGH 1.25 POUNDS PER FOOT (± 8%)

2. POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO AID IN FASTENING

OF FILTER FABRIC.

3. STEEL POSTS MAY NEED TO HAVE A METAL SOIL STABILIZATION PLATE

WELDED NEAR THE BOTTOM WHEN INSTALLED ALONG STEEP SLOPES

OR INSTALLED IN LOOSE SOILS. THE PLATE SHOULD HAVE A MINIMUM

CROSS SECTION OF 17-SQUARE INCHES AND BE COMPOSED OF 15

GAUGE STEEL, AT A MINIMUM. THE METAL SOIL STABILIZATION PLATE

SHOULD BE COMPLETELY BURIED.

4. INSTALL POSTS TO A MINIMUM OF 24-INCHES. A MINIMUM HEIGHT OF 1-

TO 2- INCHES ABOVE THE FABRIC SHALL BE MAINTAINED, AND A

MAXIMUM HEIGHT OF 3 FEET SHALL BE MAINTAINED ABOVE THE

GROUND.

5. POST SPACING SHALL BE AT A MAXIMUM OF 6-FEET ON CENTER.

SILT FENCE - FABRIC REQUIREMENTS

1. SILT FENCE MUST BE COMPOSED OF WOVEN GEOTEXTILE FILTER

FABRIC THAT CONSISTS OF THE FOLLOWING REQUIREMENTS:

- COMPOSED OF FIBERS CONSISTING OF LONG CHAIN SYNTHETIC

POLYMERS OF AT LEAST 85% BY WEIGHT OF POLYOLEFINS,

POLYESTERS, OR POLYAMIDES THAT ARE FORMED INTO A NETWORK

SUCH THAT THE FILAMENTS OR YARNS RETAIN DIMENSIONAL STABILITY

RELATIVE TO EACH OTHER;

- FREE OF ANY TREATMENT OR COATING WHICH MIGHT ADVERSELY

ALTER ITS PHYSICAL PROPERTIES AFTER INSTALLATION;

- FREE OF ANY DEFECTS OR FLAWS THAT SIGNIFICANTLY AFFECT ITS

PHYSICAL AND/OR FILTERING PROPERTIES; AND,

- HAVE A MINIMUM WIDTH OF 36-INCHES.

2. USE ONLY FABRIC APPEARING ON SC DOT'S QUALIFIED PRODUCTS

LISTING (QPL), APPROVAL SHEET #34, MEETING THE REQUIREMENTS OF

THE MOST CURRENT EDITION OF THE SC DOT STANDARD

SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

3. 12-INCHES OF THE FABRIC SHOULD BE PLACED WITHIN EXCAVATED

TRENCH AND TOED IN WHEN THE TRENCH IS BACKFILLED.

4. FILTER FABRIC SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT

TO THE LENGTH OF THE BARRIER TO AVOID JOINTS.

5. FILTER FABRIC SHALL BE INSTALLED AT A MINIMUM OF 24-INCHES

ABOVE THE GROUND.

1. THE KEY TO FUNCTIONAL SILT FENCE IS WEEKLY INSPECTIONS, ROUTINE

MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.

2. REGULAR INSPECTIONS OF SILT FENCE SHALL BE CONDUCTED ONCE

EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24-HOURS

AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2-INCH OR MORE OF

PRECIPITATION.

3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG THE SILT FENCE IS

EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE

CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY.

4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF

THE SILT FENCE.

5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS

OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE REMOVED

SEDIMENT AFTER IT IS RELOCATED.

6. CHECK FOR AREAS WHERE STORMWATER RUNOFF HAS ERODED A

CHANNEL BENEATH THE SILT FENCE, OR WHERE THE FENCE HAS SAGGED

OR COLLAPSED DUE TO RUNOFF OVERTOPPING THE SILT FENCE. INSTALL

CHECKS/TIE-BACKS AND/OR REINSTALL SILT FENCE, AS NECESSARY.

7. CHECK FOR TEARS WITHIN THE SILT FENCE, AREAS WHERE SILT FENCE

HAS BEGUN TO DECOMPOSE, AND FOR ANY OTHER CIRCUMSTANCE THAT

MAY RENDER THE SILT FENCE INEFFECTIVE. REMOVED DAMAGED SILT

FENCE AND REINSTALL NEW SILT FENCE IMMEDIATELY.

8. SILT FENCE SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL

STABILIZATION IS ACHIEVED AND ONCE IT IS REMOVED, THE RESULTING

DISTURBED AREA SHALL BE PERMANENTLY

STABILIZED.

SILT FENCE - INSPECTION & MAINTENANCE

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V-SHAPED TRENCH DETAIL

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AutoCAD SHX Text No. 33329

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

03/15/18

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FINISHED GRADE

UTILITY LINE

CROSS SECTION

Bc

NOTE: INSTALL BEDDING

TO ALL PIPES 4"-12"Ø. NO

BEDDING IS REQ'D FOR

PIPES < 4"Ø.

LONGITUDINAL SECTION

COMPACTED

CLASS 2 BACKFILL

WARNING MAGNETICALLY

DETECTABLE TAPE PER

SPECS.

UTILITY LINE BEDDING DETAIL

SCALE: NOT TO SCALE

MAGNETICALLY

DETECTABLE TAPE

6" - 12" BELOW

GRADE USE FOR

ALL TYPES OF PIPE

ENTIRE BARREL OF PIPE TO

REST ON BOTTOM OF

TRENCH

UNDISTURBED SOIL

TRACER WIRE

COMPACTED TO A CLASS 2 BACKFILL.

COMPACTED TO A DENSITY OF 98% AT

OPTIMUM MOISTURE.

COMPACTED TO A DENSITY

OF 98% AT OPTIMUM

MOISTURE (ASTM D-1557)

TRACER WIRE

PIPE ZONE

COMPACTED

CLASS 2 BACKFILL

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Bc + 12"

ANTI-FLOTATION FLANGE

FIBERGLASS

DISCHARGE FITTING

1 1/2" BULK HEAD

(FIELD INSTALLED)

ALARM FLOAT

CAST IRON CHECK VALVE

1 1/2" FEMALE NPT

DISCHARGE PIPE

1 1/2" GALVANIZED

HIGH LEVEL

24" MIN.

SOLID FIBERGLASS COVER

RECEPTACLE & ALARM

WATERTIGHT "QWIK BOX"

4" RUBBER INLET PIPE SEAL

CONNECTIONS

1 1/2" PVC SLIP X SLIP

CAST IRON RAIL BASE PLATE

FIBERGLASS BASIN

"ON - OFF" FLOAT

PUMP CONTROL

CAST IRON MOUNT BRACKET

304 STAINLESS STEEL 16 GA.

1 1/2" SQ. GUIDE RAIL

BALL VALVE

PIPE AND FITTINGS

1 1/2" PVC SCH 40

STAINLESS STEEL FLOAT HOOK

STEEL LIFTING CABLE

1/8" 302 STAINLESS

DISCONNECT FITTING

1 1/2" NPT BRASS

STEEL PULL ROD

3/8" X 1' 416 STAINLESS

HIGH WATER ALARM

(FIELD INSTALLED)

*60"

*OTHER BASIN SIZES

ARE READILY AVAILABLE

TO CONTROL PANEL

COUPLING

28" MIN. OR PER STATE

AND LOCAL CODES

30°

36" MIN

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NOTES:

LENGTHS OF ALL PIPES VARY

PROPOSED 1" BACKFLOW

1. CONTRACTOR WILL PROVIDE ALL MATERIAL SHOWN OR INDICATED.

2. ALL TAPS WILL BE MADE IN ACCORDANCE WITH AWWA GUIDELINES

FOR TAPPING THROUGH POLYETHELENE ENCASEMENT.

COPPER (TYPE K) (TO MATCH

SERVICE SIZE)

SWING JOINT(TYP.)

(SEE PLAN VIEW)

ENCASE 3 FT. OF

SERVICE WITH

POLYWRAP

90° BEND

BRONZE

CONDUCTIVE

COMPRESS

24" - 30"

12" - 18"

SCALE: NOT TO SCALE

SERVICE CONNECTION DETAIL (2.5" Ø PIPE & SMALLER)

NEW WATER

SERVICE PIPING

EXISTING SERVICE PIPING

SWING JOINT PLAN VIEW

SWING JOINT(TYP.)

90° BEND BRONZE

CONDUCTIVE COMPRESS

WATER MAIN

CORPORATION

STOP OR SADDLE

CORPORATION STOP

MUELLER #H-15023, A.Y. MCDONALD

#4704-BT, OR FORD #FB1100-#-Q-G

OR

TAPPING SADDLE

I.P. THREAD AND 304 OR 316 MINIMUM SS

STRAPS. FORD #FC 202, MEULLER #DR2S,

JCM #406, ROMAC #202N, OR

SMITH-BLAIR #317 FLEXI-BLUE

CURB STOP

MUELLER #H-15209, A.Y. MCDONALD #6100-WT, OR FORD #B44

EXISTING CONCRETE CURB

EXISTING ROAD

SCALE: NOT TO SCALE

SIMPLEX SUMP PUMP

FINISH GRADE

COMPACTED EARTH

CONCRETE WALK

TOOLED EDGES

SLOPE

2% MAXIMUM

VARIES

4"

V A

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S

5'

CONTRACTION JOINTS

50' MAX. SPACING BETWEEN EXPANSION JOINTS

1/4" EXP. JT.

ASPHALT

PARKING

SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

SIDEWALK PLAN

TYPICAL SIDEWALK SECTION

NOTES:

1. ALL SIDEWALKS SHALL BE 4" THICK.

2. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS.

3. EXPANSION MATERIAL 1/2" THICK SHALL BE REQUIRED WHERE

SIDEWALK ABUTS CONCRETE STRUCTURE.

4. CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" OR WIDTH OF

SIDEWALK, WHICHEVER IS LESS.

5. SIDEWALKS TO LIGHT BROOM FINISH

6. ALL JOINTS AND EDGES TO BE TOOLED.

7. SIDEWALKS TO BRUSHED AND TOOLED.

COMPACTED SUBGRADE

95% ASTM D-1557

CONCRETE PAVEMENT SECTION

SCALE: NOT TO SCALE

CONCRETE PAVEMENT 6"

PORTLAND CEMENT (4,000 PSI)

NOTE: PUMP TO BE ZOELLER CAST IRON N57 115V 3/10 HP PUMP OR SIMILAR APPROVED BY THE CONTRACTING OFFICER.

4" STONE BASE

(SCDOT SPEC 305)

4" STONE BASE

(SCDOT SPEC 305)

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DRAWING SIZE: ANSI D (22"x34")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON

300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637

252.649.0334

03/15/18

A/E SEAL

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BAIR AS

IN628TH

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03/15/18

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TRACER WIRE AND MAGNETIC TAPE FOR FORCE MAINS

SCALE: NOT TO SCALE

FORCE MAIN TIE-IN AT MANHOLE

SCALE: NOT TO SCALE

NO. 1 TEST COCK

12" MIN.

INLET SIDE

TEST COCKS

FULL FLOW

BALL VALVES

OUTLET SIDE

6 " MIN

6 " MIN

PROVIDE ADEQUATE DRAINAGE

FROM ENCLOSURE

ENCLOSE OR INSULATE DEVICE

(MEASUREMENTS TO BE

DETERMINED BY OWNER AND

APPROVED BY JBC ENGINEER)

4" MIN. CONCRETE

NOTE:

APPROPRIATE THRUST RESTRAINT MEASURES ARE

TO BE INSTALLED ACCORDING AWWA STANDARDS

ABOVE GROUND 1" BACKFLOW PREVENTER (BFP)

SCALE: NOT TO SCALE

a a a a h

WALL WIND ZONES

WIND DIAGRAMS

1. CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI

318-14; BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 28 DAYS.

3. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

4. WELDED WIRE REINFORCEMENT SHALL BE ASTM A1064. WELDED WIRE

REINFORCEMENT WILL BE PLACED AT 2" BELOW THE TOP OF SLAB, UNLESS

OTHERWISE NOTED.

5. PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE SLUMP

AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5".

6. ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE ALLOWED.

7. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF

CONCRETE IS COMPLETE. IF POUR IS TO BE DISCONTINUOUS, CONTRACTOR

SHALL USE CONSTRUCTION JOINTS.

8. CONCRETE MUST BE CURED FOR A MINIMUM 21 DAYS PRIOR TO ANY ADHESIVE

ANCHOR INSTALLATION.

9. SEE SECTION 20.6 OF ACI 318 FOR MINIMUM REINFORCEMENT PROTECTION

REQUIREMENTS.

10. SEE SPECIFICATION SECTION 03 30 53 FOR ADDITIONAL INFORMATION.

11. TYPICAL REINFORCEMENT SPLICES SHALL BE AS FOLLOWS:

11.1 #4 BARS - 22" LAP

11.2 #5 BARS - 28" LAP

FOUNDATION NOTES:

1. THE GEOTECHNICAL REPORT IS A SECTION OF THE CONSTRUCTION DOCUMENTS AND AS

SUCH, ALL SOILS AND FOUNDATION WORK SHALL BE DONE IN ACCORDANCE WITH

TERRACON'S FOUNDATION EXPLORATION, ENGINEERING STUDIES AND ANALYSES FOR

JOINT BASE CHARLESTON CRYOGENICS FACILITY, NORTH CHARLESTON, SOUTH

CAROLINA, TERRACON PROJECT NUMBER EN175203, DATED DECEMBER 1, 2017.

2. STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ALLOWABLE SOIL BEARING

CAPACITY OF 2,000 PSF PER THE GEOTECHNICAL REPORT.

3. LATERAL SOIL PRESSURE BASED ON SOIL DENSITY OF 120 PCF WITH AN ANGLE OF

INTERNAL REPOSE OF 30 DEGREES.

4. ALL FOUNDATIONS ARE TO BEAR ON UNDISTURBED IN-SITU SOIL OR ON TESTED

STRUCTURAL BACKFILL. FILL SHALL BE PLACED IN UNIFORM LIFTS OF NO MORE THAN 8

INCHES THICK AND COMPACTED TO 95% MODIFIED PROCTOR VALUE FOR BACKFILL IN

ACCORDANCE WITH ASTM D-1557. UPPER 12 INCHES OF FLOOR SLAB SUBGRADE SHALL

BE PLACED AND COMPACTED TO 100% MODIFIED PROCTOR VALUE FOR BACKFILL IN

ACCORDANCE WITH ASTM D-1557. (THIS INCLUDES THE LAYER OF CLEAN WASHED SAND

OR STONE FOR SLABS ON GRADE). THE MAXIMUM PARTICLE SIZE FOR FILL PLACEMENT

SHALL NOT EXCEED 2/3 OF THE LIFT THICKNESS NOR SPECIFIED MAXIMUM PARTICLE

SIZE.

5. MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE ACCUMULATION OF WATER IN

EXCAVATED AREAS.

6. MATERIAL TO BE USED AS FILL SHALL BE TESTED BY AN APPROVED TESTING

LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING PLACED.

7. REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

8. SURFACE AREAS AT GRADE AND AREAS TO RECEIVE FILL SOILS SHALL BE DETERMINED

WITHIN ±2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED

FROM THE MODIFIED PROCTOR TEST.

9. IMMEDIATELY PRIOR TO CONSTRUCTION, SUB GRADE SOILS SHALL BE PROOF ROLLED

WITH A FULLY LOADED TANDEM-AXLE DUMP TRUCK OR SIMILAR EQUIPMENT TO DETECT

ANY UNSTABLE AREAS. THE PROOF ROLLING EQUIPMENT SHALL MAKE A MINIMUM OF

FOUR PASSES OVER EACH SECTION, WITH THE LAST TWO PASSES PERPENDICULAR TO

THE FIRST TWO. ANY AREAS WHICH PUMP OR RUT SHALL BE UNDERCUT OR SCARIFIED

AND DENSIFIED IN PLACE AND PROOF ROLLED AGAIN CONTRACTOR SHALL NOTIFY

OWNER PRIOR TO COMMENCEMENT OF PROOF ROLLING OPERATIONS.

10. COARSE AGGREGATE SIEVE ANALYSIS SHALL BE IN ACCORDANCE WITH ASTM C136.

MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT (ACI 318-14,

SECT. 20.6):

1. CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH 3"

2. CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 2"

#3 THROUGH #5 1 1/2"

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH

SLAB, WALLS

#3 THROUGH #11 3/4"

PRE-ENGINEERED METAL BUILDING (PEMB) SYSTEM:

1. THE BUILDING SHALL BE PRE-ENGINEERED BUILDING AS SPECIFIED IN SPECIFICATIONS

SECTION 13 34 19 METAL BUILDING SYSTEMS. THE BUILDING SHALL BE

MANUFACTURER'S STANDARD PREFABRICATED METAL STRUCTURE OF THE

APPROXIMATE INSIDE AREA SHOWN. RIGID FRAMES SHALL BE SPACED AT CENTER TO

CENTER AS NOTED AND OVERALL DIMENSIONS SHALL BE MAINTAINED. CONSTRUCTION

DETAILS MAY VARY TO SUIT MANUFACTURER'S STANDARD DESIGN.

2. THE BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

"SEISMIC DESIGN MANUAL (2ND EDITION)" WHICH INCLUDES "SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS" (AISC 341-10) AND FABRICATED ACCORDING TO AISC &

AISI. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER

WORKMANSHIP AND THE TOLERANCES APPLICABLE TO ROLL FORM STEEL UNDER THE

AISC "STANDARD MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF

THE STEEL BUILDING FRAMES.

3. A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES,

PURLINS, ANCHOR BOLT LAYOUT/DETAILS, & OTHER EMBEDDED ITEMS SHALL BE

SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS. SHOP DRAWINGS SHALL

INCLUDE DETAILS OF ALL MAIN MEMBERS, FOUNDATION REACTIONS, TYPICAL

CONNECTIONS (SHOWING BOLT HOLES & WELDS) & ERECTION DRAWINGS.

4. THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL EQUIPMENT

INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS AND ALL OTHER SUCH DEVICES

(COORDINATE WITH OTHER DISCIPLINES). ADDITIONAL GIRTS OR PURLINS SHALL BE

PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL

EQUIPMENT. ANY ATTACHMENT TO METAL DECK IS PROHIBITED.

5. RIGID FRAMES AND PORTAL FRAMES SHALL BE USED TO TAKE LATERAL LOADS TO THE

EXTENT PRACTICAL. ALL FRAMES SHALL BE DESIGNED AS PINNED BASES.

6. FRAMING AROUND WALL OPENINGS SUCH AS WINDOWS AND DOORS SHALL CONSIST OF

STRUCTURAL STEEL SHAPES UNLESS NOTED.

7. THE FOUNDATION DESIGN IS BASED UPON ESTIMATED REACTIONS OF SIMILAR BUILDING

DESIGNS. CONTRACTOR SHALL PROVIDE PRE-ENGINEERED METAL BUILDING

REACTIONS SIGNED AND SEALED BY AN ENGINEER IN THE STATE OF SOUTH CAROLINA

TO THE ENGINEER OF RECORD AND RECEIVE APPROVAL PRIOR TO START OF

CONSTRUCTION.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL

DIMENSIONS.

9. SEE THE FINISH SCHEDULE ON ARCHITECTURAL SHEETS FOR AREAS OF STRUCTURE TO

BE PAINTED. PRIMER SHALL BE COMPATIBLE WITH FINISH PAINT SELECTED.

CONCRETE NOTES:GENERAL NOTES:

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE

IN PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL PROVIDE ALL NECESSARY

SHORING AND BRACING AS REQUIRED TO ENSURE STABILITY DURING ERECTION.

2. WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE CONDITION, IT

SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN

OTHERWISE ON THE DRAWINGS.

3. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2015, ASCE 7-10, UFC

3-301-01, AND UFC 4-010-01.

4. CONTRACTOR SHALL FULLY COORDINATE ALL ARCHITECTURAL AND STRUCTURAL

DRAWINGS (INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE

ANY CONFLICTS PRIOR TO COMMENCING WORK.

5. FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL CONTRACT

DRAWINGS.

6. MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY BE

SHOWN ON ARCHITECTURAL DRAWINGS.

7. CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD UNCHARTED

OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING

SITE CLEARING, GRADING AND EXCAVATION.

8. DESIGN CRITERIA:

A: FLOOR LIVE LOAD:

B: ROOF LIVE LOAD:

C: GROUND SNOW LOAD, Pg:

D: WIND LOADS

a. ULTIMATE WIND SPEED, Vult:

b. NOMINAL WIND SPEED, Vasd:

c. RISK CATEGORY:

d. WIND EXPOSURE:

e. INTERNAL PRESSURE COEFFICIENT:

f. PRESSURE COEFFICIENT ZONE WIDTH, a:

g. COMPONENT AND CLADDING WIND PRESSURE (PSF):

E: SEISMIC LOADS

a. RISK CATEGORY:

b. SEISMIC IMPORTANCE FACTOR, Ie:

c. MAPPED SPECTRAL RESPONSE,

d. SITE CLASS:

e. DESIGN SPECTRAL RESPONSE,

f. SEISMIC DESIGN CATEGORY:

g. BASIC SEISMIC FORCE RESISTING SYSTEM:

STEEL ORDINARY MOMENT FRAME

h. RESPONSE MODIFICATION COEFFICIENT,

i. SEISMIC RESPONSE COEFFICIENT, Cs:

j. DESIGN BASE SHEAR:

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

125 PSF

20 PSF, 300 LB CONC. LOAD

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112 MPH

II

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-49

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ROOF

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(SEE DIAGRAMS)

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PROJECT NO.

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SHEET

IF SHEET IS LESS THAN 22"x34" (ANSI D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

320-C Midland Parkway, Summerville, SC, 29485

ENGINEERING | ARCHITECTURE

CEMS Project No: 15154L Project Manager: R. PATTERSON 300 N. 3rd St., Suite 110, Wilmington, NC, 28401

843.875.3637 252.649.0334

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