ATT3-B1630_Renovation_Drawings.pdf

PROJECT LOCATION

PROJECT LOCATION

PROJECT LOCATION

No. 29581

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B ra d M in o r

301ST FIGHTER WING

NAVAL AIR STATION, FORT WORTH JOINT

RESERVE BASE, TX

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER: 5D03

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ADDITION/RENOVATION OF 301 LIFE

SUPPORT BUILDING 1630, DDPM 120002

SEPTEMBER 16, 2015

FINAL SUBMITTAL

# OF

TOTAL SHEET NO. SHEET TITLE

MECHANICAL

62 M-001 GENERAL NOTES & LEGENDS

63 MD101 MECHANICAL DEMOLITION PLAN

64 M-101 MECHANICAL NEW WORK PLAN

65 M-501 MECHANICAL DETAILS

66 M-502 MECHANICAL DETAILS

67 M-601 MECHANICAL SCHEDULES

68 M-602 MECHANICAL SCHEDULES

69 M-701 CONTROLS & OPERATION

ELECTRICAL

70 E-001 ELECTRICAL GENERAL NOTES & LEGENDS

71 ES101 ELECTRICAL DEMOLITION SITE PLAN

72 ES102 ELECTRICAL NEW WORK SITE PLAN

73 ED101 ELECTRICAL DEMOLITION PLAN

74 E-101 NEW WORK POWER PLANS

75 E-102 NEW WORK LIGHTING PLAN

76 E-103 NEW WORK COMMUNICATIONS PLANS

77 E-501 LIGHTING SCHEDULE & DETAILS

78 E-502 ELECTRICAL DETAILS

79 E-601 ELECTRICAL PANEL SCHEDULES

80 E-602 ELECTRICAL PANEL SCHEDULES

81 E-603 ELECTRICAL RISER DIAGRAMS

82 E-604 COMMUNICATIONS RISER DIAGRAM &

DETAILS

83 E-701 LIGHTNING PROTECTION NEW WORK PLAN

84 E-702 LIGHTNING PROTECTION DETAILS

Grand total: 84

# OF

TOTAL SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

CIVIL

2 VF101 EXISTING CONDITIONS SURVEY

3 CD101 SITE DEMOLITION PLAN

4 CI101 CIVIL IMPROVEMENTS PLAN

5 CG101 CIVIL SEDIMENT AND EROSION CONTROL

PLAN

6 C-501 CIVIL DETAILS

7 C-502 CIVIL DETAILS

LANDSCAPE

8 L-101 LANDSCAPE PLAN

STRUCTURAL

9 S-001 STRUCTURAL GENERAL NOTES

10 S-002 STRUCTURAL GENERAL NOTES

11 SD101 STRUCTURAL DEMOLITION PLANS

12 SD201 STRUCTURAL DEMOLITION ELEVATIONS

13 S-101 STRUCTURAL NEW WORK FOUNDATION

PLAN

14 S-102 STRUCTURAL NEW WORK ROOF FRAMING

PLANS

15 S-201 STRUCTURAL ELEVATIONS

16 S-301 STRUCTURAL SECTIONS

17 S-302 STRUCTURAL SECTIONS

18 S-303 STRUCTURAL SECTIONS

19 S-501 TYPICAL STRUCTURAL DETAILS

20 S-502 TYPICAL STRUCTURAL DETAILS

ARCHITECTURAL

21 A-001 GENERAL NOTES & LEGENDS

22 A-002 GENERAL SYMBOLS

23 AD101 DEMOLITION ROOF & FLOOR PLANS

24 AD201 DEMOLITION EXTERIOR ELEVATIONS

25 A-100 PARTITION TYPES & DETAILS

26 A-101 ARCHITECTURAL FLOOR PLAN

27 A-102 REFLECTED CEILING PLAN

28 A-103 ROOF NEW WORK PLAN

29 A-201 EXTERIOR ELEVATIONS

30 A-202 INTERIOR ELEVATIONS

31 A-301 BUILDING CROSS SECTION

32 A-302 WALL SECTIONS

33 A-401 ENLARGED RESTROOM PLANS & DETAILS

34 A-501 WALL DETAILS

35 A-502 WALL DETAILS

36 A-503 PLAN DETAILS

37 A-504 CABINET DETAILS

38 A-601 FINISH SCHEDULE & DETAILS

39 A-602 DOOR SCHEDULE & DETAILS

40 A-603 DOOR DETAILS

41 A-604 WINDOW SCHEDULE & DETAILS

42 I-101 FLOORING PLAN

43 I-102 FURNITURE LAYOUT PLAN

44 LS101 LIFE SAFETY PLAN

FIRE PROTECTION

45 FD101 FIRST FLOOR DEMOLITION FIRE

PROTECTION PLAN

46 FA001 FIRE ALARM GENERAL NOTES, LEGENDS, &

DIAGRAMS

47 FA002 FIRE ALARM DIAGRAMS

48 FA101 FIRST FLOOR NEW WORK FIRE ALARM PLAN

49 FP001 FIRE PROTECTION GENERAL NOTES,

LEGENDS, & DIAGRAMS

50 FP101 FIRST FLOOR NEW WORK FIRE

PROTECTION PLAN

PLUMBING

51 P-001 GENERAL NOTES & LEGENDS

52 PD101 SANITARY DEMOLITION PLAN

53 PD102 DOMESTIC DEMOLITION PLAN

54 P-101 SANITARY NEW WORK PLAN

55 P-102 DOMESTIC NEW WORK PLAN

56 P-103 COMPRESSED AIR NEW WORK PLAN

57 P-104 CENTRAL VACUUM NEW WORK PLAN

58 P-501 PLUMBING DETAILS

59 P-502 PLUMBING DETAILS

60 P-601 PLUMBING SCHEDULES

61 P-701 PLUMBING ISOMETRICS

INDEX OF DRAWINGS

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SCALE: NOT TO SCALE

STATE MAP

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BASE MAP

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LOCATION MAP

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SEWER MANHOLE

TOP: 600.88'

6" CLAY INVERT: IN 596.98' (NORTHWEST)

6" CLAY INVERT: IN 596.03' (NORTH)

6" CLAY INVERT: IN 595.933' (SOUTHWEST)

6" CLAY INVERT: OUT 595.903' (SOUTHEAST)

BUILDING

BUILDING 1628

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LARGE ROCKS

(TYP. OF 11)

DUMPSTERS /

STORAGE CONTAINERS

CONCRETE PARKING AREA

AND SERVICE DRIVE

ASPHALT PARKING

AREA AND SERVICE

DRIVE

ASPHALT

PARKING

AREA

PIPE BOLLARDS

(TYP. OF 2)

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09/16/2015

EXISTING CONDITIONS SURVEY

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EXISTING LEGEND:

BUILDING OUTLINE

CONTOUR

SIDEWALK

EDGE OF PAVEMENT

CURB & GUTTER

SITE STRUCTURE

CONCRETE

SEWER LINE

OVERHEAD ELECTRICAL

ROCKS

COMMUNICATION EQUIPMENT

GAS EQUIPMENT

ELECTRICAL EQUIPMENT

MECHANICAL EQUIPMENT

DOWNSPOUT

SEWER MANHOLE

WATER METER

SURVEY BENCHMARK

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UNDERGROUND COMMUNICATIONS

NATURAL GAS

TREE

DESCRIPTION

SITE CONTROL

NORTHING EASTING ELEVATION

6968135.325

6967988.477

2297856.501

2298048.063

602.42'

SET 1/2" IRON ROD WITH BLUE CAP

POINT NUMBER

5002 600.43'

SET 1/2" IRON ROD WITH BLUE CAP

WATER LINE

H O

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1. ALL SHADED ENTITIES WERE NOT SURVEYED. THESE ITEMS WERE

LOCATED BY BASE MAP OR GROUND PENETRATING RADAR.

CONTRACTOR TO FIELD VERIFY ALL LOCATIONS ON SITE.

2. 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.

GENERAL NOTE:

1. FIELD WORK PERFORMED ON: OCTOBER 21, 2014 & FEBRUARY 25, 2015 BY

MATKIN HOOVER SURVEYING, OF 8 SPENCER ROAD, STE 100, BOERNE, TEXAS.

2. ONLY APPARENT UTILITIES WERE LOCATED. NO ATTEMPT HAS BEEN MADE AS

PART OF THIS SURVEY TO SHOW THE EXISTENCE, SIZE, DEPTH, CONDITION, OR

LOCATION OF ANY UNDERGROUND UTILITY. FOR INFORMATION REGARDING

UNDERGROUND UTILITIES, PLEASE CONTACT THE APPROPRIATE AGENCY.

3. SITE CONTROL MUST BE VERIFIED ON THE JOB AND THE SURVEYOR MUST BE

NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH

CONSTRUCTION.

4. CONTRACTOR SHALL IMMEDIATELY NOTIFY SURVEYOR OF ANY QUESTIONS

THAT MAY ARISE CONCERNING THE INTENT, PLACEMENT, OR LIMITS OF POINTS

NECESSARY FOR CONSTRUCTION OF THIS PROJECT.

5. THE SURVEYOR ASSUMES NO LIABILITY FOR THE PLACEMENT OF THESE

POINTS ON THE GROUND BY OTHERS.

6. SITE CONTROL WAS ESTABLISHED USING THE TRIMBLE VRS NETWORK,

NAD(83), TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE,

4202, US SURVEY FOOT, GRID.

7. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND SHALL NOT

BE RECORDED FOR ANY PURPOSE.

8. ALL POINTS MUST BE VERIFIED ON THE JOB AND THE SURVEYOR MUST BE

NOTIFIED OF ANY DISCREPANCIES.

SURVEY NOTES:

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09/16/2015

SITE DEMOLITION PLAN

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SCALE: 1" = 20'

GRAPHIC SCALE

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20' 0 20' 40'

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CD101

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DEMOLITION LEGEND

REMOVE SITE FEATURE

FULL DEPTH PAVEMENT SAWCUT

GENERAL NOTES:

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DEMOLITION KEYNOTES:

NO. DESCRIPTION

RELOCATE LARGE ROCKS AS SHOWN IN LANDSCAPING PLAN L-101 (TYP. OF 11).

TEMPORARILY RELOCATE DUMPSTERS/STORAGE CONTAINERS IN AREA OF DEMOLITION TO

INSTALLATION-ACCEPTABLE LOCATION (TYP.)

D1

D2

FULL-DEPTH SAWCUT & REMOVE CONCRETE/ASPHALTIC PAVEMENT COURSES AND BASE

MATERIAL (TYP.).

D3

SAWCUT/BREAK AND REMOVE CONCRETE CURBING AND BASE MATERIAL.

D4

REMOVE TREES (TYP. OF 2)

REMOVE NATURAL GAS MAIN (2 1/2"), BUILDING SERVICE LINE AND APPURTENANCES (TYP.)

REMOVE PIPE BOLLARD, FOUNDATION AND BASE MATERIAL (TYP. OF 3)

RELOCATE CONCRETE WHEEL STOPS TO INSTALLATION-ACCEPTABLE LOCATION OR REMOVE IF

NOT REUSABLE (TYP. OF 12)

SANDBLAST/REMOVE THERMOPLASTIC PAVEMENT MARKINGS.

SAWCUT/BREAK AND REMOVE CONCRETE WALK/PAD AND BASE MATERIAL. REMOVE OR

MAINTAIN MECHANICAL AND ELECTRICAL EQUIPMENT AS DIRECTED ON MECHANICAL AND

ELECTRICAL DRAWINGS.

REMOVE PLANTER ALONG BUILDING

FULL-DEPTH SAWCUT & REMOVE CONCRETE/ASPHALTIC PAVEMENT COURSES, CURB, BOLLARD(S)

AND BASE MATERIAL (TYP.) AS NECESSARY. PERFORM ELECTRICAL WORK AS DIRECTED IN

ELECTRICAL PLANS. PERFORM WORK OFF-PEAK HOURS, PROVIDE GRAVEL OR STEEL PLATES

TEMPORARILY TO MAINTAIN CONTINUED VEHICLE ACCESS DURING DEMOLITION AND CONSTRUCTION.

REPLACE PAVED SURFACE AND ALL SITE ITEMS IMPACTED TO MATCH EXISTING CONDITIONS.

D5

D6

D7

D8

D9

D10

D11

D12

EXISTING COMMUNICATIONS LINE TO

BE RELOCATED UNDER ANOTHER

CONTRACT (SEE ELECTRICAL PLANS)

EXISTING DOWNSPOUTS SHALL BE REMOVED IN AREAS OF SITE DEMOLITION AND BUILDING WORK.

NEW DOWNSPOUTS WITH SPLASH BLOCKS SHALL BE PROVIDED AS DIRECTED IN ARCHITECTURAL

PLANS.

D13

ELECTRICAL DEMOLITION, SEE ELECTRICAL PLANS.

D14

1. ALL AREAS SHOWN WITHIN THE LIMITS OF DEMOLITION AND CONSTRUCTION SHALL BE EXCAVATED

WITH CARE OR HAND-DUG AS NECESSARY TO ENSURE EXISTING FUNCTIONALITY OF ALL WORKS IS

MAINTAINED.

2. PROVIDE NEAT, CLEAN, STRAIGHT, SAW CUT EDGES.

3. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING STORM INLETS.

4. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND FOUNDATIONS ARE

REMOVED SHALL BE FILLED TO EXISTING GRADE AND SLOPED FOR POSITIVE DRAINAGE.

5. ALL DISTURBED AREAS TO BE GRASSED AFTER GRADING ACTIVITY HAS BEEN COMPLETED.

6. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

7. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND REPLACEMENT OF

ASPHALT/CONCRETE 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.

8. 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.

9. 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.

10. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS

CONDUCTED.

11. 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.

12. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE

PREPARED TO ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE GOVERNMENT FROM

DAMAGE.

13. CONTRACTOR SHALL FIELD ADJUST UTILITY MANHOLE RIMS, FIRE HYDRANTS, VALVES AND

APPURTENANCES TO MATCH FINISHED GRADE ELEVATIONS.

14. EXISTING DOWNSPOUTS SHALL BE REMOVED IN AREAS OF SITE DEMOLITION AND BUILDING WORK.

NEW DOWNSPOUTS WITH SPLASH BLOCKS SHALL BE PROVIDED AS DIRECTED IN ARCHITECTURAL

PLANS.

15. REFER TO ELECTRICAL SITE PLANS FOR COMMUNICATION AND ELECTRICAL INFRASTRUCTURE.

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RELOCATE SEGMENT OF

NATURAL GAS MAIN (2 1/2")

(BY OTHERS, SEE NOTE 17)

MAINTAIN EXISTING ASPHALT PAVEMENT.

NEW BUILDING ADDITION,

REFER TO STRUCTURAL AND

ARCHITECTURAL PLANS

NEW BUILDING ENTRANCE

CANOPIES, REFER TO

STRUCTURAL, ARCH., AND

LANDSCAPE ARCH. PLANS

SLOPE GRASSED AREA AWAY FROM

NEW BUILDING AS REQUIRED

CONNECT TO EXISTING GAS

MAIN W/ 2 1/2" GATE VALVE W/

APPURTENANCES.

(BY OTHERS, SEE NOTE 17)

CONNECT TO EXISTING GAS

MAIN W/ 2 1/2" GATE VALVE W/

APPURTENANCES.

(BY OTHERS, SEE NOTE 17)

NEW BUILDING ENTRANCE

CANOPIES, REFER TO

STRUCTURAL, ARCH., AND

LANDSCAPE ARCH. PLANS

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02/24/2016

CIVIL IMPROVEMENTS PLAN

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GRAPHIC SCALE

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PROVIDE NEW BUILDING 1" NATURAL GAS

SERVICE WITH VALVES, METER, AND

APPURTENANCES (TYP.), COORDINATE

WITH BUILDING MECHANICAL PLANS

(BY OTHERS, SEE NOTE 17)

LEGEND:

BUILDING OUTLINE

GRADE CONTOUR

SIDEWALK

EDGE OF PAVEMENT

CURBING

SITE STRUCTURE

CONCRETE

SEWER LINE

GAS EQUIPMENT

MECHANICAL EQUIPMENT

DOWNSPOUT

SEWER MANHOLE

WATER METER / VALVE

NATURAL GAS

EXISTING: NEW:

WATER LINE

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1. ALL AREAS SHOWN WITHIN THE LIMIT OF DEMOLITION AND CONSTRUCTION SHALL BE EXCAVATED WITH CARE OR HAND-DUG AS

NECESSARY TO ENSURE EXISTING FUNCTIONALITY OF ALL WORKS IS MAINTAINED.

2. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE WORKMANLIKE REPAIR OF ANY DAMAGE DONE TO ANY UTILITIES IN THE

EXECUTION OF HIS WORK UNDER THIS SECTION.

3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE PREPARED TO ADEQUATELY CARE FOR

AND SAFEGUARD HIMSELF AND THE GOVERNMENT FROM DAMAGE.

4. NEW SITE FINISH GRADES SHALL MIMIC EXISTING CONDITIONS UNLESS OTHERWISE INDICATED, AND SHALL MEET EXISTING SITE

GRADES AT THE LIMIT OF SITE DISTURBANCE. GRADES SURROUNDING THE NEW AND EXISTING STRUCTURE SHALL PROVIDE

POSITIVE DRAINAGE AWAY FROM THE BUILDING. ALL CONCRETE PADS SHALL BE SLOPED AWAY FROM THE BUILDING

ACCORDINGLY.

5. ALL DISTURBED AREA THAT IS NOT PAVED SHALL BE HYDROSEEDED PER INSTALLATION SEEDING SPECIFICATION.

6. REFER TO ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, LANDSCAPE ARCHITECTURE, ELECTRICAL, AND MECHANICAL

DESIGN DRAWINGS FOR ADDITIONAL INFORMATION.

7. REFER TO DRAWING L-101 FOR RELOCATED PLACEMENT OF EXISTING LARGE ROCK IMPEDIMENTS.

8. SEDIMENT CONTROL MEASURES (TBD) SHALL BE IMPLEMENTED FOR THE DURATION OF DEMOLITION AND CONSTRUCTION (UNTIL

SITE STABILIZATION AND GROUND ESTABLISHMENT) IN ACCORDANCE WITH THE SEDIMENT CONTROL PLAN.

9. UTILITIES AND SIZES SHOWN ARE PER BASE UTILITY MAPS PROVIDED BY THE INSTALLATION. SURFACE UTILITY APPURTENANCES

AS SURVEYED WERE UTILIZED IN ILLUSTRATING THE UTILITIES AS SHOWN ON THIS PLAN. CONTRACTOR SHALL VERIFY

LOCATION, MATERIAL, TYPE, SIZE, & ELEVATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK.

10. NEW DOWNSPOUTS SHALL BE PROVIDED AS DIRECTED IN ARCHITECTURAL PLANS, DISCHARGING TO EXTERIOR FINISH GRADE.

11. REFER TO ELECTRICAL SITE PLANS FOR COMMUNICATION AND ELECTRICAL INFRASTRUCTURE.

12. CONTRACTOR SHALL FIELD ADJUST UTILITY MANHOLE RIMS, FIRE HYDRANTS, VALVES AND APPURTENANCES TO MATCH

FINISHED GRADE ELEVATIONS.

13. CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL REMOVAL AND REPLACEMENT OF ASPHALT/CONCRETE 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.

14. 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.

15. 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.

16. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

17. GAS PIPING OWNED/CONTROLLED BY PRIVATIZED UTILITY PROVIDER, CONTRACTOR TO CONTACT THE GOVERNMENT FOR THE

PRIVATIZED GAS PROVIDER. ALL GAS PIPING SHOWN INCLUDING THE GAS REGULATOR/METER SHALL BE COMPLETED BY GAS

PRIVATIZED UTILITY PROVIDER AND COORDINATED WITH THE GOVERNMENT. THE GAS LINE ROUTE SHALL BE COORDINATED

WITH THE PRIVATIZED UTILITY PROVIDER. ALL GAS PIPING SHALL BE COMPLETED IN ACCORDANCE WITH PRIVATIZED GAS

COMPANY SPECIFICATIONS. SIZES FOR THE GAS MAIN RELOCATION SHOWN ARE BASED UPON INSTALLATION UTILITY MAPS AND

SHALL BE VERIFIED BEFORE ORDERING MATERIALS.

18. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES, LINE SIZES, AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES

BEFORE ORDERING MATERIALS.

19. ALL WATER LINES TO BE RESTRAINED JOINT (RJ) PIPING WITH RJ FITTINGS AND THRUST BLOCKING.

GENERAL NOTES:

NEW MECHANICAL PAD / YARD AREA,

COORDINATE WITH MECHANICAL

& STRUCTURAL PLANS

MAINTAIN DOMESTIC WATER BUILDING

CONNECTION, REFER TO PLUMBING

PLANS FOR ADDITIONAL INFORMATION.

NEW 4' WIDE CONCRETE

WALK AND BASE MATERIAL (TYP.)

MODIFY EXISTING RAMP AREA AT

CURBLINE AS NECESSARY TO

MAINTAIN A.D.A ACCESSIBLE

HANDICAP RAMP. EXTEND

EXISTING CONCRETE CURB &

GUTTER, CONCRETE WALK,

BREAK CURB AND SLOPE

WALK AS NEEDED. PROVIDE

NEW DETECTABLE WARNING

PAVERS. REPLACE ANY

IMPACTED ADJACENT AREA

TO MATCH EXISTING

CONDITIONS.

NEW BITUMINOUS CONCRETE CURB, GUTTER

AND BASE MATERIAL TO MATCH EXISTING

POST INDICATOR VALVE

GATE VALVE

REMOTE FDC (SIAMESE CONNECTION)

NEW BOLLARD (4)

CHECK VALVE

BOLLARD

FIRE DEPARTMENT CONNECTION (FDC)

(SIAMESE CONNECTION)

6" RJ 45° BEND

6" RJ 90° BEND

NEW BITUMINOUS CONCRETE

CURB AND BASE MATERIAL (TYP.)

NEW CONCRETE

PAVEMENT AND BASE

MATERIAL TO MATCH EXISTING

NEW BOLLARD (IF NEEDED)

MAINTAIN SANITARY SEWER BUILDING

CONNECTION AND PROVIDE (2) NEW

CLEANOUT STRUCTURES. REFER TO

PLUMBING PLANS FOR ADDITIONAL

INFORMATION.

O

W N

EXISTING COMMUNICATIONS LINE TO BE

REMOVED UNDER ANOTHER CONTRACT

4" RJ DIP WATER LINE

ASPHALT PAVEMENT

NEW 4' WIDE CONCRETE

WALK AND BASE MATERIAL (TYP.)

NEW 4' WIDE CONCRETE

WALK AND BASE MATERIAL (TYP.)

NEW 4' WIDE CONCRETE

WALK AND BASE MATERIAL (TYP.)

eddie Polygon eddie Polygon

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IDENTIFICATION

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L a d s o n

S o u r o l i n a

C E o j e c t

N o

N P r o j e c t

M a n a g e r

B r a d

M i n o r

L I F

E

S

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P O

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D D

A D

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09/16/2015

CIVIL SEDIMENT AND EROSION CONTROL PLAN

A1

SCALE: 1" = 20'

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

E T

M

J R

C

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CG101

M L J B

C I V

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S

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C

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T R

A

N

LEGEND:

N

O

R

T

H

CONTROL SEDIMENT RESULTING FROM DEMOLITION

AND CONSTRUCTION (SAWCUT, PLACEMENT OF CURB,

SIDEWALK) IN THIS AREA. SWEEP AND REMOVE ALL

DEBRIS AND SEDIMENT FROM WORK PERFORMED IN

THIS AREA DAILY, OR FREQUENTLY, AS NECESSARY.

SILT FENCE

SEDIMENT AND EROSION CONTROL PLAN

1. APPROXIMATELY 0.64 ACRES TO BE DISTURBED AS SHOWN BY THE CONSTRUCTION LIMITS.

2. INSTALL PERMANENT VEGETATIVE COVER AS SOON AS PRACTICAL IN THE DEVELOPMENT PROCESS.

3. SEDIMENT CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS SHALL BE CONTAINED WITHIN THE

CONSTRUCTION SITE USING THE MEASURES SHOWN. MEASURES SHALL BE EMPTIED OR CLEANED

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

4. 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.

5. ALL DISTURBED AREAS NOT PAVED SHALL BE GRASSED. ALL GRASSING SHALL BE HYDROSEEDED PER THE

INSTALLATION STANDARD SEEDING SCHEDULE.

6. CONTRACTOR SHALL PROVIDE DUMPSTER OF SUFFICIENT SIZE TO CONTAIN THE SOLID WASTE GENERATED

BY THE PROJECT.

7. CONTRACTOR SHALL FREQUENTLY REMOVE GARBAGE TO MAINTAIN A CLEAN CONSTRUCTION SITE AND

MINIMIZE THE EXPOSURE OF WASTE TO STORM WATER.

8. PRIOR TO EXITING SITE, CONSTRUCTION VEHICLES AND TRUCKS SHALL WASH WHEELS IN AN AREA WITHIN

THE SILT FENCE LIMITS TO PREVENT SEDIMENT TRACKING UPON LEAVING AREA.

CONTROL SEDIMENT RESULTING FROM DEMOLITION

AND CONSTRUCTION (SAWCUT, PLACEMENT OF

ENTRANCE) IN THIS AREA. SWEEP AND REMOVE ALL

DEBRIS AND SEDIMENT FROM WORK PERFORMED IN

THIS AREA DAILY, OR FREQUENTLY, AS NECESSARY.

LIMITS OF CONSTRUCTION

O

W N

GENERAL NOTES:

1. ALL DISTURBED AREAS TO BE GRADED FOR POSITIVE DRAINAGE TO EXISTING STORM INLETS.

2. ALL AREAS WHERE EXISTING CONCRETE SLABS, SITE FEATURES, AND FOUNDATIONS ARE REMOVED SHALL BE

FILLED TO EXISTING GRADE AND SLOPED FOR POSITIVE DRAINAGE.

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

4. ALL DEMOLITION DEBRIS SHALL BE HAULED OFFSITE.

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.

7. CONTRACTOR TO COORDINATE MARKING OF EXISTING SITE UTILITIES IN AREAS WHERE WORK IS CONDUCTED.

8. 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.

9. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND BE PREPARED TO

ADEQUATELY CARE FOR AND SAFEGUARD HIMSELF AND THE GOVERNMENT FROM DAMAGE.

CONSTRUCTION SEQUENCE:

1. INSTALL SILT FENCE WHERE INDICATED ON THE PLANS. DISTURBANCE SHOULD BE

MINIMAL AS NECESSARY TO INSTALL SILT FENCE.

2. REMOVE AND/OR DEMOLISH EXISTING SITE FEATURES AS INDICATED ON THE

DEMOLITION PLAN.

3. INSTALLATION AND TRENCHING OF ALL WATER, ELECTRICAL AND GAS LINES MAY

BEGIN. SEE ELECTRICAL PLANS.

4. FILL AND COMPACT TRENCHES.

5. INITIATE TEMPORARY AND PERMANENT VEGETATIVE STABILIZATION MEASURES.

6. INSTALL STONE BASE COURSE AND ASPHALT AS INDICATED ON THE PLANS.

7. INSTALL CONCRETE SIDEWALK SPECIFIED AS INDICATED ON THE PLANS.

8. SEED ALL DISTURBED AREAS WITH PERMANENT APPROVED GRASS SEED ONCE ALL

WORK IS COMPLETE.

9. REMOVE ACCUMULATED SEDIMENT AND MAINTAIN SEDIMENT DEVICES UNTIL SITE HAS

BEEN STABILIZED.

10. REMOVE SEDIMENT DEVICES ONCE SITE HAS BEEN STABILIZED AND GIVEN APPROVAL

BY GOVERNMENT.

1. PROVIDE BUILDING I.D. ON REMOTE FIRE DEPT. CONNECTION.

2. NO TREES, BUSHES OR WALLS WITHIN 5' RADIUS OF FIRE DEPT. CONNECTION

3. IF FIRE SPRINKLER DESIGN INDICATES DEMAND OF 1000 GPM OR GREATER,

THE UNDERGROUND FIRE DEPT. CONNECTION LINE SHALL BE INCREASED TO 6"

DIAMETER WITH A THREE WAY 2 1/2" FIRE DEPT. HOSE CONNECTION.

4. 4' MIN. TO BACK OF CURB, OR 2' MIN TO BACK OF SIDEWALK, OR WHEN NO

CURB, 4' MAX. OUTSIDE THE CLEAR ZONE.

5. SEE BOLLARD DETAIL FOR BOLLARD PLACEMENT.

GENERAL NOTES:

4" - CLASS 350 D.I.P.

FOR CONTINUATION SEE

GROUND

CIVIL SITE PLAN.

LEVEL

M I N

I M

U M

JOINT RESTRAINT PER

MAG STD. DETAIL 303

M I N

I M

U M

4" WRAPPED STEEL PIPE

PER FIRE CODE, C.O.S.

SUPPLEMENT AND

A.W.W.A. "C" 150

2 1/2" X 2 1/2" X 4"

FIRE DEPARTMENT

CONNECTION NST TO FACE

STREET

3'

3/4" DRIP BALL DRIP

THRUST BLOCK (SEE

DETAIL THIS SHEET)

BACKFILL WITH 3/4" CRUSHED

ROCK MIN. OF 6 C.F.

SIDE VIEW

TOP VIEW

2 1/2" X 2 1/2" X 4"

FIRE DEPARTMENT

CONNECTION NST

SHEET

IDENTIFICATION

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SHEET OF

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C E o j e c t

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M a n a g e r

B r a d

M i n o r

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09/16/2015

E T

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C-501

M L J B

C I V

T

A I L S

WATER LINE BEDDING DETAIL

SCALE: NOT TO SCALE

M I N

C

O V

E R

UNDISTURBED SOIL

CONCRETE SUPPORT

M I N

VALVE

CAST IRON VALVE BOX,

BITUMASTIC COATED,

MECHANICAL JOINT FITTING

TYLER 461S

PRECAST CONCRETE

COLLAR AROUND ALL

VALVE BOXES

VALVE & BOX DETAIL

S L O

P E

/2

S

L O

P E

/2

TAMPER SWITCH

GATE VALVE

SCALE: NOT TO SCALE

POST INDICATOR VALVE

INDICATOR POST SHALL

CONFORM TO

UNDERWRITERS

LABORATORIES

STANDARD UL-789

4' X 4

CONCRETE

COLLAR

CONDUIT TO FIRE

ALARM SYSTEM FOR

TAMPER SWITCH

CONNECTION (SEE

ELECTRICAL & FIRE

PROTECTION PLANS)

FINISHED GRADE

SCALE: NOT TO SCALE

4'

5'

CONTRACTION JOINTS

50' MAX. SPACING BETWEEN EXPANSION JOINTS

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

ABUTS CONCRETE STRUCTURE.

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

1. SIDEWALKS SHALL BE 4" THICK (UNREINFORCED), 3500 PSI COMP. STRENGTH MIN.

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

1/4" EXP. JT.

5. SIDEWALKS TO LIGHT BROOM FINISH

6. SIDEWALK SUFACE AND ALL JOINTS AND EDGES TO BE TOOLED.

TYPICAL SIDEWALK DETAIL

SCALE: NOT TO SCALE

16"

6"

FINISH GRADE

EXISTING PAVEMENT

CONCRETE CURB

PROVIDE 18"x18"x12"

THICK CONCRETE PAD

FINISHED GRADE

ADJUSTABLE VALVE

BOX SLIP

PLUG VALVE

PE COATED STEEL PIPE

(TYP.)

TRANSITION FROM PE

PIPE TO PE COATED

STEEL PIPE (TYP.)

36" 36"

BRICK

RAISED LETTERS ON

COVER THAT READ

"GAS"

TYPICAL GAS VALVE & BOX DETAIL

SCALE: NOT TO SCALE

TYPICAL CURB DETAIL

SCALE: NOT TO SCALE

D1

D2

B1

A2

C4

C3

6"

FIRE DEPARTMENT REMOTE SIAMESE CONNECTION

A4

SCALE: NOT TO SCALE

A1

SCALE: NOT TO SCALE

CLEANOUT DETAIL

NOTES:

O

W N

DITCH LINE

6"

UTILITY

PAVEMENT REPLACEMENT DETAIL

SAW CUT

SAW CUT

MATCH EXISTING OR MINIMUM 2.0"

ASPHALT/CONCRETE PAVEMENT

COURSE

SELECTIVE BACKFILL

TAMPED IN 6" LAYERS

TO 95% COMPACTION

PER ASTM D-1557

MATCH EXISTING

BASE

1. MATCH EXISTING

PAVEMENT SECTION OR

INSTALL THE MINIMUM

SHOWN, WHICHEVER IS

GREATER.

NOTES:

C2

MATCH EXISTING

OR MINIMUM 8"

STONE BASE

2" 2"

SCALE: NOT TO SCALE

CONCRETE ENCASEMENT

4" MIN. COVER

MAIN WYE

STANDARD 1/8 BEND

C.I. PIPE RISER

CLEANOUT PLUG

CLEANOUT BOX

CONCRETE

ROUND CONCRETE

COLLAR

#3 BARS ALL AROUND

(W/6" OVERLAP)

SHORT LENGTH OF CAST

IRON PIPE FURNISHED

W/CLEANOUT BOX

CLEANOUT

Q

U I R

E D

4" TYP.

6" MAIN WYE

FOR ADDITIONAL

SERVICE (IF

APPLICABLE)

IN PAVEMENT OR CONCRETE,

CONTRACTOR SHALL USE CAST

IRON BOX W/ COVER AND

THREADED CLEANOUT PLUG. KEEP

1" MIN CLEARENCE OF PLUG

PLAN

ELEVATION

MAIN WYE

ENTIRE BARREL OF PIPE TO

REST ON BOTTOM OF TRENCH

FINISHED GRADE

UNDISTURBED SOIL

WATER LINE

CROSS SECTION

PIPE ZONE

Bc c

M

I N

NOTE: INSTALL BEDDING

TO ALL PIPES 4"-12"Ø. NO

BEDDING IS REQ'D FOR

PIPES < 4"Ø.

Bc + 12"

TRACER WIRE

COMPACTED

CLASS 2 BACKFILL

TRACER WIRE

WARNING

MAGNETICALLY

DETECTABLE TAPE

PER SPECS.

12" MIN. OR PIPE

DIAMETER

WHICHEVER IS

GREATER

COMPACTED TO A

DENSITY OF 98% AT

OPTIMUM MOISTURE

(ASTM D-1557)

MAGNETICALLY

DETECTABLE TAPE 6" -

12" BELOW GRADE USE

FOR ALL TYPES OF PIPE

COMPACTED

CLASS 2 BACKFILL

COMPACTED TO A CLASS 2 BACKFILL.

COMPACTED TO A DENSITY OF 98% AT

OPTIMUM MOISTURE (ASTM D-1557)

SHEET

IDENTIFICATION

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E

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D

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D r i v e

L a d s o n

S o u t h

C a r o l i n a

C E o j e c t

N o

N

P r o j e c t

M a n a g e r

B r a d

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02/24/2016

TEMPORARY INLET SEDIMENT FILTER

TO BE INSTALLED ON ALL PAVED

CATCH BASINS OR STORM INLETS.

INLET FILTER TO BE SIMILAR TO

"STREAMGUARD" AS MANUFACTURED

BY STORMWATER SERVICES

CORPORATION (206-767-0441) OR

"SILTSACK" AS MANUFACTURED BY

ATLANTIC CONSTRUCTION FABRICS,

INC. (800-448-3636). CLEAN FILTER AS

NEEDED.

SILT SACK DETAIL

SCALE: NOT TO SCALE

A4

NOTE:

FLAT BOTTOM TRENCH DETAIL

M

A

X

I

M

A

C

I

FILTER FABRIC

BACKFILL TRENCH WITH

COMPACTED EARTH

COMPACTED

EARTH

COMPACTED

EARTH

FILTER FABRIC

6"

6"

24"

(MINIMUM)

6"

R

U

N

O

F

F

RUNOFF

RUNOFF

18-24"

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)

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 PASSED

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

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

TOED IN WHEN THE TRENCH IS BACKFILLED.

3. FILTER FABRIC SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT TO THE

LENGTH OF THE BARRIER TO AVOID JOINTS.

4. 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 EVEN 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

V-SHAPED TRENCH DETAIL

SILT FENCING

NOT TO SCALE

18-24"

24"

(MINIMUM)

B1

C-502

C I V

T

A I L

S

E T

M

J R

C

B W

M

M L

J B

N O

N E

CROWN TOP OF

CONCRETE TO DRAIN

AWAY FROM BOLLARD

2'-0"

M

I N

3'-0"

6"Ø STEEL BOLLARD

WITH CAP YELLOW

PAINTED FINISH

8"

8"

6"

1. PROVIDE 6" Ø CONCRETE FILLED BOLLARD W/ CAP-MILL FINISH

2. STEEL PIPE SHOULD BE GALVANIZED (2.0 OZ ZINC/SQ FT).

3. PROVIDE MIN WALL THICKNESS OF 0.322"

4. CONTRACTOR SHALL RE-USE EXISTING OR PROVIDE NEW BOLLARDS.

NOTES:

SCALE: NOT TO SCALE

A1

BOLLARD DETAIL

1"

3'-0"

3'-0"

PLAN

SIAMESE FIRE

DEPARTMENT

CONNECTIONS

CONCRETE

THRUST BLOCK DETAIL (SEE SCHEDULE BELOW)

6"

MIN.

8 MIL POLYETHYLENE

18" MIN FOR PIPE < 18"

"D" MIN FOR PIPE > 18"

SECTION X-X

BENDS & TEES

SHEET

PLAN & ELEVATION

PLUGS

8 MIL POLYETHYLENE

UNDISTURBED

18" MIN FOR PIPE < 18"

"D" MIN FOR PIPE > 18"

PIPE DIA "D"

B

B

D

SHEET

B

S Q

D

A x

B

EARTH

UNDISTURBED

X

PLAN

BENDS

EARTH

A

A

PLAN

TEES

X

X

X

6" MIN.

DESIGN PIPE PRESSURE = 150 PSI

ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF

NOTE:

1. DIMENSIONS A & B SHALL BE DETERMINED IN THE FIELD AS

REQUIRED TO PROVIDE THE GIVEN BEARING AREA AND TO MEET

FIELD CONDITIONS.

B4

SCALE: NOT TO SCALE

3.00 0.83

1.62 2.122.12

MIN. THRUST BLOCK BEARING AREAS (S.F.)

SIZE

4 1.33

AxB

0.40

AxB

0.72

AxB

90°

BEND

22 1/2°

45°

BEND

BEND

AxB

0.94

AxB

0.94

PLUGS

TEES

3.78 3.78 2.88

1.50 5.33

8.50 8.50 6.50

3.33 12.00 eddie Polygon eddie Callout Added this detail

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

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.

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.

DESIGN CRITERIA:

A: FLOOR LIVE LOAD:

OFFICE

CORRIDOR AND LOBBY

MECHANICAL ROOM

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:

EFFECTIVE AREAS: 20 SF (ENCLOSED); 9 TO 36 SF (OPEN)

CANOPY:

ROOF:

WALL:

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:

INTERMEDIATE REINFORCED

MASONRY SHEAR WALLS

h. RESPONSE MODIFICATION COEFFICIENT,

i. SEISMIC RESPONSE COEFFICIENT, Cs:

j. DESIGN BASE SHEAR:

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2012, ASCE 7-10, UFC

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

STEEL DECK SHALL BE MINIMUM 3 SPAN CONDITION WITH THE FOLLOWING

MINIMUM PROPERTIES.

ROOF:

TYPE 1.5B22

In = 0.183 in^4/ft. Ip = 0.155 in^4/ft.

Sn = 0.192 in^3/ft. Sp = 0.186 in^3/ft. Fy = 40 ksi

CONTRACTOR SHALL FULLY COORDINATE ALL ARCHITECTURAL AND

STRUCTURAL DRAWINGS (INCLUDING DIMENSIONS AND ELEVATIONS) AND

SHALL FULLY RESOLVE ANY CONFLICTS PRIOR TO COMMENCING WORK.

FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL

CONTRACT DRAWINGS.

MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY

BE SHOWN ON ARCHITECTURAL DRAWINGS.

CONTRACTOR SHALL CONSULT ROICC FOR DIRECTION SHOULD UNCHARTED

OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED

DURING SITE CLEARING, GRADING AND EXCAVATION.

50 PSF

100 PSF

125 PSF

20 PSF

5 PSF

115 MPH

89 MPH

II

C ±0.18

6.5 FT (ENCLOSED)

3.0 FT (OPEN)

ZONE 1: 27 PSF -31 PSF

ZONE 2: 41 PSF -47 PSF

ZONE 3: 41 PSF -47 PSF

ZONE 1: 17 PSF -27 PSF

ZONE 2: 17 PSF -45 PSF

ZONE 3: 17 PSF -67 PSF

ZONE 4: 30 PSF -32 PSF

ZONE 5: 30 PSF -39 PSF

II

1.00 Ss = 0.09 S1 = 0.05 C Sds = 0.072 Sd1 = 0.057 A

R = 3.5 0.018

8,000 LBS

FOUNDATION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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 GEOTECHNICAL ENGINEERING REPORT FOR

PROPOSED BUILDING ADDITION-NASJRB FORT WORTH, TEXAS, PROJECT

NUMBER 95145107, DATED NOV. 20, 2014.

STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ALLOWABLE SOIL

BEARING CAPACITY OF 2,000 PSF PER THE GEOTECHNICAL REPORT.

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

OF INTERNAL REPOSE OF 30 DEGREES.

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% STANDARD PROCTOR VALUE

FOR BACKFILL IN ACCORDANCE WITH ASTM D-698 (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.

MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE ACCUMULATION OF

WATER IN EXCAVATED AREAS.

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

LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING PLACED.

REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

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 STANDARD PROCTOR TEST.

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 ROICC PRIOR TO

COMMENCEMENT OF PROOF ROLLING OPERATIONS.

FILL PLACEMENT SHALL NOT BEGIN UNTIL PROOF ROLLING OPERATIONS ARE

SUCCESSFUL.

CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI

318-11; BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

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

REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

WELDED WIRE FABRIC SHALL BE ASTM A1064. WELDED WIRE FABRIC WILL BE

PLACED AT MID DEPTH OF SLAB, UNLESS OTHERWISE NOTED.

PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE SLUMP

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

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

DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF

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

SHALL USE CONSTRUCTION JOINTS.

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

ANCHOR INSTALLATION.

SEE SECTION 7.7 OF ACI 318 FOR MINIMUM REINFORCED PROTECTION

REQUIREMENTS.

TYPICAL REINFORCEMENT SPLICES SHALL BE AS FOLLOWS:

10.1 #4 BARS - 22" LAP

10.2 #5 BARS - 28" LAP

10.3 #6 BARS - 33" LAP

10.4 #7 BARS - 48" LAP

10.5 #8 BARS - 55" LAP

SEE SPECIFICATION SECTION 03 30 00 FOR ADDITIONAL INFORMATION.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT (ACI 318-11, PARA 7.7):

1.

2.

3.

4.

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18

#3 THROUGH #5

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH

SLAB, WALLS, JOISTS

#3 THROUGH #11

#14 THROUGH #18

BEAMS, COLUMNS

SHELLS, FOLDED PLATE MEMBERS

#6 THROUGH #18

#3 THROUGH #5

CONCRETE EXPOSED TO MARINE/CORROSIVE ENVIRONMENTS (R.7.7.5)

WALLS & SLABS

OTHER MEMBERS

3"

2" 1 1/2"

3/4" 1 1/2"

1 1/2"

3/4" 1/2"

2" 2 1/2"

CONCRETE NOTES:

a a a a h

WALL WIND ZONES GABLE ROOF WIND ZONES (7° < Θ < 45°)

3 3

3 3

2 2

2 2

2 211 a a a aaa

CANOPY PITCHED FREE ROOF WIND ZONES (Θ ≥ 10°)

1 1 a a

L a a

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COLD-FORMED METAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

COLD FORMED STEEL DESIGN SHALL BE IN ACCORDANCE WITH THE AISI SPECIFICATION

FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 2001 EDITION.

COLD FORMED STEEL SHALL BE DESIGNED FOR WIND LOADING IN GENERAL NOTES.

DESIGN, DETAIL AND ERECT COLD-FORMED METAL FRAMING IN ACCORDANCE WITH ASTM

C955.

COLD-FORMED METAL FRAMING SIZES INDICATED ARE BASED ON A MINIMUM YIELD STRESS

OF 33 KSI.

ALL LOAD BEARING AND SHEAR WALLS SHALL HAVE LATERAL BRIDGING AT MID-HEIGHT OF

STUDS UNLESS NOTED OTHERWISE.

COLD-FORMED METAL FRAMING SHALL BE GALVANIZED IN ACCORDANCE WITH A653, G60.

GALVANIZING DAMAGED BY INSTALLATION OPERATIONS OR WELDING SHALL BE REPAIRED

USING GALVANIZING REPAIR PAINT CONFORMING TO SSPC-PAINT 20 OR DOD-P-21035.

COLD-FORMED METAL FRAMING GAUGES AND SIZES ARE BASED UPON THE STEEL STUD

MANUFACTURERS ASSOCIATION (SSMA).

METAL STUDS FOR BEARING WALLS TO BE 6", GAUGE AS INDICATED.

SEE SHEET S-502 FOR X-BRACED SHEAR WALL DETAIL THAT INCLUDES STRAPS, DOUBLE

STUDS, HOLD-DOWNS, AND ANCHORAGE INFORMATION.

SEE SHEET S-502 FOR TYPICAL COLD-FORMED METAL DETAILS.

METAL TRUSS NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

METAL TRUSSES SHALL BE DESIGNED, FABRICATED AND INSTALLED AS INDICATED ON

THE DRAWINGS AND IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE,

NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS 2007 AND AMERICAN IRON AND STEEL INSTITUTE STANDARD FOR

COLD-FORMED STEEL FRAMING - TRUSS DESIGN 2007.

SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A REGISTERED

ENGINEER.

PROVIDE HORIZONTAL BRIDGING AS SHOWN ON THE DRAWINGS AND/OR AS

RECOMMENDED BY THE TRUSS MANUFACTURER, WHICHEVER IS GREATER.

THE TRUSS FRAMING SHOWN IS FOR INTENT OF DESIGN PURPOSES ONLY. FINAL

FRAMING LAYOUT MAY VARY BASED UPON TRUSS MANUFACTURER'S DESIGN.

ROOF TRUSSES TO BE SPACED AT 48" O.C. MAX. UNLESS SHOWN OTHERWISE.

ROOF TRUSS DESIGN LOADS TO BE AS FOLLOWS:

TOP CHORD LIVE LOAD

TOP CHORD DEAD LOAD

BOTTOM CHORD DEAD LOAD

BOTTOM CHORD LIVE LOAD

UPLIFT LOAD (GROSS)

TOP CHORD DEAD LOAD SHOWN ABOVE INCLUDES 3 PSF FOR TRUSS SELF-WEIGHT.

UNIFORM LOADS INDICATED ABOVE TO BE USED FOR DESIGN OF HIP AND/OR GIRDERS

TRUSSES AS REQUIRED.

MAXIMUM LIVE LOAD DEFLECTION SHALL BE SPAN/240 FOR ROOF TRUSSES.

PERMANENT TRUSS BRIDGING AND TEMPORARY TRUSS BRACING SHALL BE IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

ROOF TRUSSES SHALL BE DESIGNED FOR APPLICABLE WIND LOADS AS INDICATED IN

GENERAL NOTES, IN COMBINATION WITH DEAD LOADS SHOWN ABOVE.

TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY TRUSS MANUFACTURER.

TRUSS TO STEEL BEARING PLATE CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM OF

3,000 LBS OF UPLIFT AND 300 LBS OF SHEAR (WIND CONTROLS) AT SERVICE LOAD LEVEL

OR AS CALCULATED BY THE TRUSS MANUFACTURER, WHICHEVER IS GREATER.

DRAG STRUT FORCE AT COLUMN LINES 6 AND 9 SHALL BE DESIGNED FOR 80 PLF AT

SERVICE LEVEL (WIND CONTROLS).

CONTRACTOR SHALL COORDINATE WITH APPLICABLE MECHANICAL LOADS AND

CLEARANCES PRIOR TO ORDERING TRUSSES.

TRUSS FRAMING SHALL BE GALVANIZED IN ACCORDANCE WITH A653, G60.

20 PSF

13 PSF

10 PSF

10 PSF (UNINHABITABLE ATTIC)

32 PSF

STRUCTURAL STEEL:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

EXCEPT AS INDICATED, ALL DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL

SHALL BE IN ACCORDANCE WITH:

AISC 325-10 STEEL CONSTRUCTION MANUAL, 14TH EDITION

STRUCTURAL STEEL SHALL BE AS FOLLOWS:

2.1. W-SHAPES ASTM A992

2.2. PLATES, ANGLES, CHANNELS, MISC. STEEL ASTM A36

2.3. HSS ASTM A500, Gr. B

3/4" DIAMETER ASTM A325N BOLTS SHALL BE USED IN ALL STRUCTURAL STEEL BOLTED

CONNECTIONS UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO TENSION REQUIRED BY

AISC.

ANCHOR RODS SHALL BE ASTM F1554 Gr.36 THREADED ON EACH END, WITH HEAVY HEX

NUT AND WASHER AT EACH END UNLESS OTHERWISE NOTED. MINIMUM ANCHOR ROD

LENGTH AND DIAMETER SHALL BE SPECIFIED ON SHEET S-303.

ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC.

WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE AWS STANDARD

QUALIFICATION PROCEDURE TO PERFORM THE PARTICULAR TYPE OF WORK REQUIRED.

MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE, INCLUDING LINTELS AND

MECHANICAL EQUIPMENT SUPPORT FRAMES SHALL BE GALVANIZED AFTER FABRICATION.

STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3" OF CONCRETE OR 4" OF

MASONRY.

GROUT UNDER BEARING PLATES SHALL BE OF NON-SHRINK, NON-METALLIC

COMPOSITION.

ANGLE FRAME MEMBERS AROUND OPENINGS SHALL BE MITERED, WELDED AND GROUND

SMOOTH. FABRICATE STRUCTURAL STEEL MEMBERS WITH NATURAL CAMBER UP EXCEPT

AS INDICATED. NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT

AS INDICATED OR APPROVED.

MASONRY NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE

WITH ACI 530-11 (BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES) AND ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES).

TYPICAL UNITS SHALL BE TWO-CELL TYPE UNITS AND LINTELS SHALL BE U-

SHAPED UNITS. BOND BEAM UNITS MAY BE U-SHAPED OR TWO-CELL KNOCK-

OUT BLOCKS.

MORTAR SHALL BE TYPE "S" WITH AN AVERAGE COMPRESSIVE STRENGTH OF

1,800 PSI AT 28 DAYS.

CONCRETE MASONRY SHALL BE GRADE "N" (NORMAL) AS SPECIFIED BY ASTM

C90. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT

SHALL BE A MIN. 1,900 PSI. MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'm)

SHALL BE 1,500 PSI PER TABLE 2 OF ACI 530 SPECIFICATIONS.

GROUT FOR USE IN MASONRY SHALL CONFIRM TO ASTM C476 WITH A MINIMUM

COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

ALL MASONRY SHALL BE LAID IN A RUNNING BOND U.N.O.

ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT.

ALL INTERIOR MASONRY WALLS (LOAD BEARING & NON-LOAD BEARING) SHALL

HAVE A MIN. 8 INCH STANDARD BOND BEAM REINFORCED WITH TWO #5 BARS

AT TOP OF WALLS, EXCEPT AS NOTED.

SEE SPECIFICATION SECTION 04 20 00 FOR ADDITIONAL INFORMATION.

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STRUCTURAL ABBREVIATIONS

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REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

S

SECT. SECTION

SIM. SIMILAR

S.O.G. SLAB ON GRADE

SL. SLOPE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUC. STRUCTURAL

T

T&B TOP & BOTTOM

T.O. TOP OF

TRANS. TRANSVERSE

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

VERT. VERTICAL

W

WWF WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

WP WORKING POINT

STRUCTURAL ABBREVIATIONS

K

KSI KIPS/SQUARE INCH

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

M

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL METAL

MPH MILE PER HOUR

MIN. MINIMUM

MISC. MISCELLANEOUS

N

N.S. NEAR SIDE

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

P

PL PLATE

LBS. POUNDS

PCF POUNDS/CUBIC FOOT

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PEMB PRE-ENGINEERED METAL

BUILDING

PT PRESSURE TREATED

PROJ. PROJECTION

STRUCTURAL ABBREVIATIONS

E

EA. EACH

E.W. EACH WAY

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

EQ. EQUAL

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXT. EXTERIOR

F

F.S. FAR SIDE

FT. FEET

FRP FIBER REINFORCED POLYMER

FIN. FINISH

F.F. FINISHED FLOOR

FLR. FLOOR

FTG. FOOTING

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

Gr. GRADE

H

HORIZ. HORIZONTAL

I

IN. INCH

I.D. INSIDE DIAMETER

INT. INTERIOR

J

JT JOINT

STRUCTURAL ABBREVIATIONS

A

A.F.F. ABOVE FINISHED FLOOR

A.B. ANCHOR BOLT

& AND

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

B

BLKG. BLOCKING

BTM. BOTTOM

B.O. BOTTOM OF

BRDG. BRIDGING

BLDG. BUILDING

C

CLG. CEILING

CL. CENTERLINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONN. CONNECTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

COORD. COORDINATE

D

DET. DETAIL

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DIM. DIMENSION

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DS1

DS2

DS4DS4DS4

DS5

DS5

18'-4" 20'-0" 20'-0" 20'-0" 18'-4"

DS3

DS3

EXISTING WF8 STEEL COLUMNS SUPPORTING

STEEL TRUSSES (TYP. OF COLUMN LINES 1 TO 6).

COLUMNS, TRUSSES, AND PURLINS TO REMAIN

INTACT AND UNDAMAGED.

SD201

C1

8'-10" 10'-8" 8'-10" 4'-4 5/8"

DS2

EXISTING DRAIN

AND PIPING TO

REMAIN INTACT

AND UNDAMAGED

29'-7"

3'-4" 6'-11" 3'-4" 3'-0"

DS2

DS7

DS7

8" 10'-8"

DS8

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DS9

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SD201

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DS1

DS5

DS3

DS2

LEGEND

EXISTING FOOTING

EXISTING WALL

ITEM TO BE DEMOLISHED

GENERAL NOTES:

1. SEE ARCHITECTURAL AND OTHER

DISCIPLINES' DRAWINGS FOR DEMOLITION

ITEMS AND INFORMATION NOT SHOWN.

2. ALL EXISTING CONDITIONS AND STRUCTURAL

MEMBERS SPECIFIED PER ORIGINAL DESIGN

DRAWINGS AND NON-DESTRUCTIVE SITE

INVESTIGATIONS. CONTRACTOR SHALL VERIFY

EXISTING CONDITIONS PRIOR TO

DEMOLITION/CONSTRUCTION AND NOTIFY

GOVERNMENT PROMPTLY OF ANY

DISCREPANCIES.

123456

A

B

C

D

DS6DS6

DS1

18'-4" 20'-0" 20'-0" 20'-0" 18'-4"

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96'-8"

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EXISTING WF8 STEEL COLUMNS SUPPORTING STEEL

TRUSSES (TYP. OF COL LINES 1-6). COLUMNS, TRUSSES,

AND PURLINS TO REMAIN INTACT AND UNDAMAGED.

PORTIONS OF ROOF

FRAMING NOT

SHOWN FOR CLARITY

E

No. 29581

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