ATTACHMENT 5 DRAWINGS 145 AW Air Drop Facility Vol 1 of 2.pdf

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PRIVATE ROAD

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BRICK SCR EEN WALL

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PROJECT LOCATION

AIR DROP AND BUILDING 5

North Carolina Air National Guard

COMBINED PACKAGE

Charlotte, North Carolina

ISSUE FOR BIDS - MARCH 3, 2021

2000 East Lamar Boulevard, Suite 600 Arlington, Texas 76006

Telephone: 817.588.3010 www.fsb-ae.com

Frankfurt Short Bruza / Texas Architecture Engineering Planning Interior Design

C-17 Conversion: Air Drop Facility Project Number FJRP199040

C-17 Conversion: Small Terminal Project Number FJRP052994

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PROJECT LOCATION1

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THE TWO PROJECTS ISSUED FOR BID UNDER

THIS COVER SHALL BE PRICED INDEPENDENTLY

AS INDICATED ON THE BID SHEETS ISSUED BY

THE NORTH CAROLINA AIR NATIONAL GUARD.

THAT SHALL INCLUDE ANY CHANGES ISSUED

SUBSEQUENTLY DURING THE BIDDING OR

CONSTRUCTION PHASES.

THE LIMITS OF THE WORK FOR PRICING

PURPOSES IS INDICATED WITH EACH PROJECT

SET OF DRAWINGS. HOWEVER, THE WORK SHALL

BE SCHEDULED, PERFORMED AND

COORDINATED AS THOUGH IT WERE A SINGLE

SET OF CONSTRUCTION DOCUMENTS.

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Hercules Ave

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Payne Avenue

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PROJECT LOCATION EXISTING BUILDING 5

North Carolina Air National Guard C-17 Conversion Air Drop Facility

Charlotte, North Carolina Project Number: FJRP199040

ISSUE FOR BIDS - MARCH 3, 2021

2000 East Lamar Boulevard, Suite 600 Arlington, Texas 76006

Telephone: 817.588.3010 www.fsb-ae.com

Frankfurt Short Bruza / Texas Architecture Engineering Planning Interior Design

NORTH CAROLINA CERTIFICATE

OF AUTHORIZATION

ARCHITECTURE: # 53655

EXP: 12/31/2021

NORTH CAROLINA CERTIFICATE

OF AUTHORIZATION

PE: # C-4735

EXP: 06/30/2021

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PROJECT LOCATION1

SHEET INDEX

NUMBER TITLE

GENERAL

G-000A COMBINED COVER SHEET

G-001A COVER, SHEET INDEX & PROJECT LOCATION

G-002A CODE AND LIFE SAFETY PLAN

CIVIL

C-001A CIVIL GENERAL NOTES

C-002A BORINGS

C-101A EXISTING CONDITIONS

C-102A DEMOLITION PLAN

C-103A SITE PLAN

C-110A UTILITY PLAN

C-501A CIVIL DETAILS

C-502A CIVIL DETAILS

STRUCTURAL

S-001A GENERAL NOTES

S-002A TYPICAL DETAILS

S-003A TYPICAL DETAILS

SB101A FOUNDATION PLAN

SB102A SLAB PLAN

SB501A FOUNDATION DETAILS

SF101A FRAMING PLAN

SF102A FRAMING PLAN

SF201A FRAMING ELEVATIONS

SF202A FRAMING ELEVATIONS

SF203A FRAMING ELEVATIONS

SF501A FRAMING DETAILS

SF502A FRAMING DETAILS

ARCHITECTURE

AE001A ARCHITECTURAL ABBREVIATIONS, ACCESSIBILITY, SYMBOLS AND PARTITION TYPES

AE002A AIR BARRIER PLAN & BUILDING SECTIONS

AE101A GROUND FLOOR PLAN

AE102A ROOF PLAN

AE103A REFLECTED CEILING PLAN

AE201A BUILDING ELEVATIONS

AE202A BUILDING ELEVATIONS

AE301A BUILDING SECTIONS

AE302A BUILDING SECTIONS

AE303A WALL SECTIONS

AE304A WALL SECTIONS

AE305A WALL SECTIONS

AE401A ENLARGED PLANS & INTERIOR ELEVATIONS

AE402A ENLARGED PLANS & DETAILS

AE501A DETAILS

AE502A DETAILS

AE503A DETAILS

AE504A DETAILS

AE601A SCHEDULES AND GLAZING ELEVATIONS

AE602A DOOR DETAILS

IG101A SIGNAGE PLAN

FIRE PROTECTION

F-001A LEGEND & ABBREVIATIONS

FP101A FIRE PROTECTION FLOOR PLAN

FA701A FIRE ALARM & MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX AND RISER DIAGRAM

PLUMBING

P-001A LEGEND & ABBREVIATIONS

P-101A UNDERFLOOR PLUMBING PLAN

P-102A GROUND FLOOR PLUMBING PLAN

P-401A ENLARGED PLUMBING PLANS

P-501A PLUMBING DETAILS

P-701A PLUMBING SCHEDULES

MECHANICAL

M-001A LEGEND & ABBREVIATIONS

MH101A GROUND FLOOR HVAC PLAN

MH102A ROOF MECHANICAL PLAN

MP101A GROUND FLOOR MECHANICAL PIPING

M-401A ENLARGED PLANS

M-501A DETAILS

M-601A FLOW DIAGRAMS

M-701A SCHEDULES

M-801A CONTROLS

M-802A CONTROLS

ELECTRICAL

E-001A LEGEND & ABBREVIATIONS DETAIL

EG101A ELECTRICAL GROUNDING PLAN

EG102A LIGHTNING PROTECTION PLAN

EG501A GROUNDING DETAILS

EG502A LIGHTNING PROTECTION DETAILS

EG601A GROUNDING ONE LINE DIAGRAM

EP101A ELECTRICAL GROUND FLOOR POWER PLAN

EP102A ELECTRICAL ROOF POWER AND COMMUNICATIONS PLAN

EP600A ELECTRICAL ONE-LINE DIAGRAM & FEEDER SCHEDULE

EP700A PANEL SCHEDULES

EL101A LIGHTING GROUND FLOOR PLAN

EL501A LIGHTING FIXTURE DETAILS

EL600A LIGHTING FIXTURE SCHEDULE & CONTROL DETAILS

TELECOMMUNICATIONS

EY101A SPECIAL SYSTEMS GROUND FLOOR PLAN AND RISER DIAGRAM

EY501A SPECIAL SYSTEMS DOOR DETAILS

ET101A TELECOMMUNICATION GROUND FLOOR PLAN AND ENLARGED PLAN

ET501A TELECOMMUNICATIONS DETAILS

ET601A TELECOMMUNICATIONS RISER DIAGRAM

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AA

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C.3C.3

B B

524 SF

DRYING

TOWER

112A

61 SF

CORR

111A

155 SF

FP/MECH

110A

155 SF

ELEC/COMM

109A

43 SF

JAN

108A

81 SF

BREAK

107A

61 SF

TOILET

106A

1807 SF

PARACHUTE

STRETCHING

105A

691 SF

STORAGE

101A

2992 SF

PALLET

ROLLERS

102A

557 SF

OFF LOAD

103A

735 SF

PARACHUTE

TABLES

104A

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2'

0"

2'

0"

80' - 0" 83' - 4"

163' - 4"

2' - 0" 25' - 4" 25' - 4" 25' - 4" 32' - 8" 32' - 8" 18' - 0"

87'-8"85'-6"

'-7

2 2

6 2

61'-3"

'-0

70'-0"

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LIFE SAFETY LEGEND

OCCUPANT LOAD NUMBER AT EXIT

COMPONENT

EXIT COMPONENT MAXIMUM OCCUPANT

CAPACITY NUMBER

DRY CHEMICAL TYPE FIRE EXTINGUISHER -

WALL BRACKET

MOUNTED AT 48" AFF

MULTI-PURPOSE TYPE FIRE EXTINGUISHER -

SEMI-RECESSED

MOUNTED AT 48" AFF

TRAVEL DISTANCE

38'-0"

TRAVEL DISTANCE

DENOTES EXIT ROUTE

DENOTES BUILDING EXIT

BREAK POINT

PLUMBING FIXTURES

FIXTURE TYPE ACT.

PER TABLE 403.1:14 MALE AND 7 FEMALE RATIO

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

DRINKING FOUNTAIN

SERVICE SINK

UTA OCCUPANCY: 20 REQ.

1 TO 15 1 1

RATIO: 70 MALE /30 FEMALE

UFC 3-420-01 25 OCT 2004 CHANGE 10, OCT 26, 2015

1 TO 15

1 TO 15 1

11 TO 15 1

PER TABLE 403.2: 127 MALE AND 54 FEMALE RATIO

PER TABLE 403.1.3:

20/75= 0.27

1 PER FLOOR

OCCUPANCY LEGEND

BUSINESS

STORAGE

1 PER/ 150 SF

1 PER/ 500 SF

UNOCCUPIED N/A

93/150= .62

8383/500= 16.7

N/A

LEGEND

EXISTING BUILDING

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

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ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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CODE AND LIFE SAFETY PLAN

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CODE AND LIFE SAFETY PLAN1

CODE SUMMARY

USE AND OCCUPANCY (IBC 2018):

INDIVIDUAL CLASSIFICATION OF OCCUPANCY

BUSINESS: GROUP B (SECTION 304.1)

STORAGE: GROUP S-1 (SECTION 311.1)

PRELIMINARY CODE ANALYSIS BASED ON NON-

SEPARATED MIXED USE OCCUPANCY USING THE

OCCUPANCY CLASSIFICATION S-1 (508.3.2).

OCCUPANCY GROUP(S) (NFPA 101-2018):

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

BUSINESS (SECTION 6.1.11)

STORAGE: ORDINARY HAZARD (SECTION 6.1.13)

TYPE OF CONSTRUCTION (IBC 2018 TABLE 601):

TYPE II-B WITH SPRINKLER SYSTEM

ALLOWABLE HEIGHT:

75 FEET PER IBC 2018 TABLE 504.3, ACTUAL 56 FEET.

3 STORIES PER IBC 2018 TABLE 504.4, ACTUAL 1 STORY.

ALLOWABLE AREA (IBC 2018):

PER TABLE 506.2, TYPE II-B SPRINKLERED ALLOWABLE

AREA: 70,000 SF.

PER SECTION 507.4 UNLIMITED AREA FOR TWO STORY

SPRINKLERED GROUP A, B, AND S.

ACTUAL (FOOTPRINT) AREA: 8,484.7 SF

ENERGY CODE (EICC 2018):

R-VALUE FOR WALL AND ROOF CONSTRUCTION BASED

ON IECC 2018 TABLE C402.1.3

0 4' 8' 16'

1/8" = 1'-0"

N

ROOM NAME SCHEDULE

ROOM NUMBER ROOM NAME

101A STORAGE

102A PALLET ROLLERS

103A OFF LOAD

104A PARACHUTE TABLES

105A PARACHUTE STRETCHING

106A TOILET

107A BREAK

108A JAN

109A ELEC/COMM

110A FP/MECH

111A CORRIDOR

112A DRYING TOWER

1194911949

GENERAL NOTES:

1. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND SHALL REPORT ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION. COMMENCEMENT OF THE WORK BY THE

CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING CONDITIONS.

2. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH, AND SHALL CONFORM WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS, TO THE PUBLISHED SPECIFICATIONS AND RECOMMENDED PRACTICES OF THE MANUFACTURER AND THE APPROPRIATE APPLICABLE STANDARDS. WHERE SUCH CODES, RULES AND REGULATIONS ARE AT VARIANCE WITH THE PLANS AND NOTES, SAID CODES, RULES AND REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS, SPECIFICATIONS AND NOTES.

3. COMPLY WITH ALL APPLICABLE BUILDING CODES AND/OR REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS NECESSARY TO PERFORM ALL WORK

AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS.

4. DO NOT SCALE DRAWINGS. USE SPECIFIED DIMENSIONS.

5. UNLESS STATED OTHERWISE ALL WORK INCLUDED IN CONTRACT DRAWINGS / SPECIFICATION ARE "NEW WORK" UNLESS NOTED AS EXISTING.

6. DRAWINGS AND SPECIFICATIONS COMPRISE THE CONSTRUCTION DOCUMENTS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY WHEN DISCREPANCIES ARE FOUND IN THE DOCUMENTS.

7. IN CASE OF DISCREPANCIES BETWEEN SPECIFICATIONS AND CONTRACT DRAWINGS, THE SPECIFICATIONS ALONG WITH APPLICABLE CODES AND STANDARDS SHALL OVERRULE THE DRAWINGS.

8. FAMILIARIZE AND REVIEW THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARED TO THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE THE OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. WHILE CARRYING OUT THIS WORK, EMPLOY CONSTRUCTION METHODS OR MEANS THAT SHALL NOT CAUSE ANY INTERRUPTIONS OR INTERFERENCE WITHIN THE

WORK OF ANY OTHER TRADES.

9. ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DUST, NOISE OR DISTURBANCE TO ADJACENT SITES OR BUILDINGS.

10. PROTECT ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.

11. FURNISH AND INSTALL PROTECTION FOR THE GENERAL PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE CONTROL OF SAFE

INGRESS AND EGRESS OF PREMISES. FIRE EXITS AT NO TIME SHALL BE BLOCKED.

12. MAINTAIN WATER TIGHT INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE GOVERNMENT.

13. ALL WORK IN PROGRESS SHALL BE ADEQUATELY BRACED AND PROTECTED UNTIL CONSTRUCTION IS COMPLETED.

14. ENSURE SAFE WORKING CONDITIONS, TO PREVENT DAMAGE TO STRUCTURES OR OTHER WORK, AND TO AVOID DELAY TO THE WORK, ALL IN ACCORDANCE WITH APPLICABLE SAFETY AND HEALTH REGULATIONS.

15. CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

16. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED PRIOR, DURING AND AFTER THE CONSTRUCTION AND MAINTAIN NEAT AND TIDY AT ALL TIMES.

17. DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYP." IMPLY ALL CONDITIONS TREATED SIMILARLY.

18. MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS.

19. THE APPROVAL OF SUBMITTALS SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL ONLY INDICATE THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR ANY ERROR, WHICH MAY EXIST. THE CONTRACTOR, UNDER THE CONTRACTOR'S QUALITY CONTROL REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS, ADEQUATE DESIGN CONNECTIONS, DETAILS AND SATISFACTORY CONSTRUCTION OF ALL WORK.

20. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVIEWED AND WILL BE RETURNED TO THE CONTRACTOR. ANY DELAY IN

COMPLETION OF WORK ON SUCH ACCOUNT SHALL NOT BE EXCUSED.

21. REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS.

22. DISPOSE OF DEMOLITION MATERIAL AND/OR OTHER REFUSE, DEBRIS AND DIRT OFF SITE BY LEGAL MEANS AS PER LOCAL, STATE AND FEDERAL REQUIREMENTS.

23. ALL EXISTING AREAS DAMAGED DURING DEMOLITION/CONSTRUCTION SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS - INCLUDES BUT NOT LIMITED TO CONSTRUCTION DETAILS AND MATERIAL AT THE

CONTRACTOR'S EXPENSE.

24. PROVIDE APPROPRIATE MANPOWER AND FOREIGN OBJECT DEBRIS (FOD) DETECTION EQUIPMENT TO PREVENT FOREIGN OBJECT DEBRIS FROM CONSTRUCTION ACTIVITIES TO IMPAIR AND HARM THE OPERATIONS OF

AIRCRAFTS AND PERSONNEL.

25. PERFORM ALL UTILITY MARKOUTS, INCLUDING INDIVIDUAL BUILDING SERVICE LOCATIONS. ALL NORTH CAROLINA 811 UTILITY MARKOUT CONFIRMATION NUMBERS SHALL PROVIDED TO THE ENGINEER AND GOVERNMENT A MININUM OF 72-HOURS IN ADVANCE OF ANY CONSTRUCTION/EXCAVATION ACTIVITIES. AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN COLLECTED FROM VARIOUS SOURCES. THE RESULTS OF SUCH INVESTIGATIONS AS MAY BE SHOWN ON THE PLANS, ARE NOT GUARANTEED AS TO ACCURACY. ALL EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL AND PLANNING PURPOSES. ALL UTILITIES ARE APPROXIMATE IN LOCATION, AND IF NECESSARY, FIELD VERIFY LOCATIONS PRIOR TO INSTALLATION OF PROPOSED IMPROVEMENTS.

26. MAINTAIN ALL UTILITY SERVICES, FLOWS, AND PRESSURES UNLESS WRITTEN APPROVAL BY THE RESPONSIBLE UTILITY OWNER PERMITS OTHERWISE.

27. ABIDE BY ALL REQUIREMENTS OF THE "OVERHEAD HIGH VOLTAGE LINE SAFETY ACT."

28. ALL COSTS, SCHEDULING, AND REQUIREMENTS ASSOCIATED WITH BASE ACCESS AND SECURITY CHECKS FOR THE DURATION OF THE PROJECT SHALL BE INCLUDED IN THE VARIOUS BID ITEMS IN THE CONTRACT.

29. IN ALL AREAS WHERE THE WORK IS OUTSIDE OF PAVED ROADS, FURNISH, INSTALL, AND MAINTAIN APPROPRIATE SOIL EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STANDARDS AND REGULATIONS, REGARDLESS OF WHETHER OR NOT THE LOCATION OF SUCH MEASURES ARE SPECIFICALLY SHOWN ON THE PLANS. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, SILT FENCES ALONG THE PERIMETER OF DISTURBED AREAS AND AROUND MATERIAL STOCKPILES, AND STONE CONSTRUCTION ENTRANCE PADS AT POINTS OF MAJOR INGRESS AND EGRESS FROM PAVED ROADS TO UNPAVED AREAS.

30. WHERE WORK IS CONDUCTED IN PAVED AREAS, DRIVEWAYS, PARKING LOTS, AND/OR ROADWAYS, EROSION CONTROL MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, STORM DRAIN INLET PROTECTION, KEEPING PAVED SURFACES CLEAN WITH A STREET SWEEPER, AND CONTROLLING DUST ON A DAILY BASIS.

31. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION TO PREVENT DAMAGE OR INTERRUPTION OF SERVICE TO UNDERGROUND FACILITIES.

THE COST TO PROVIDE THIS PROTECTION WILL BE BORNE BY THE CONTRACTOR AND INCLUDED IN THE VARIOUS BID ITEMS FOR THE CONTRACT.

32. ALL TRENCHES SHALL BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES IN PAVED AREAS SHALL BE STEEL PLATED, INCLUDING PINNING OR ANCHORING THE PLATES TO

ENSURE SAFE CONDITIONS, WHEN WORK IS NOT IN PROGRESS.

33. COMPLY WITH ALL FEDERAL OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OHSA) REQUIREMENTS AND THE SUPPLEMENTAL REQUIREMENTS FROM THE NORTH CAROLINA DEPARTMENT OF LABOR (NC DOL).

34. ALL ACCESS TO THE PROJECT SITE SHALL BE FROM INSIDE THE SECURITY FENCING AND AT NO TIME SHALL WORK OBSTRUCT OR BLOCK TRAFFIC WITHIN OR ALONG THE ADJACENT ROADWAYS.

SITE

CONSTRUCTION ACCESS PATH

CONSTRUCTION ENTRANCE

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REVIEWED BY:

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DESIGNED BY:

PROJECT MANAGER:

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CONSTRUCTION ACCESS PATH

SCALE: 1" = 500'

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PROJECT MANAGER:

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ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

C

B

A

D

C

B

A

54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-101A

EXISTING CONDITIONS

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

EXISTING CONDITIONS PLAN

SURVEYOR NOTES:

1. SURVEY PREPARED BY CES GROUP ENGINEERS, LLP, KENT C. HUDSON, NC PLS.

ADDRESS: 274 N. HWY 16, SUITE 300, DENVER, NC. PHONE: (704) 489-1500

2. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS, RESTRICTIVE COVENANTS

AND/OR RIGHT-OF-WAY OF RECORD.

3. NO BOUNDARY INFORMATION WAS SHOWN ON THE MECKLENBURG COUNTY

REGISTER OF DEEDS.

4. BASIS OF BEARINGS: NC GRID NAD 83/2011

5. AREA BY COORDINATE METHOD. ALL DISTANCES SHOWN ARE HORIZONTAL AND US

FEET.

6. POINTS NOT LABELED "FOUND" OR "SET" ARE COMPUTED POINTS ONLY. ALL

CORNERS ARE FLUSH WITH THE GROUND UNLESS OTHERWISE NOTED.

7. THIS PROPERTY IS LOCATED WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE

RATE MAP, COMMUNITY PANEL NUMBER 3710442300K, DATED SEPTEMBER 2, 2015.

8. THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER PUBLIC OR PRIVATE, ARE

BASED ON THE LOCATION OF VISIBLE ABOVE GROUND APPURTENANCES AND

UNDERGROUND MARKINGS PROVIDED BY SWEETWATER UTILITY EXPLORATION

(704.929.3074). OTHER UTILITIES WHICH WERE NOT OBSERVED AND NOT SHOWN

HEREON MAY EXIST. IT IS THE OWNERS/TENANTS RESPONSIBILITY TO VERIFY THE

LOCATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CES GROUP

ENGINEERS, LLP CANNOT ASSUME RESPONSIBILITY FOR MISIDENTIFICATION OR

OMISSION OF UNDERGROUND UTILITIES.

9. NO NCGS OR USGS MONUMENTS LOCATED WITHIN 2000' OF SUBJECT PARCEL.

10. CONTOURS SHOWN ARE ONE FOOT (1') INTERVALS. ELEVATIONS ARE BASED ON NAVD

88.

11. TEMPORARY BENCHMARK (TBM) SHOWN IS A BOLT ON FIRE HYDRANT FLANGE AS

SHOWN HEREON, ELEVATION IS 688.83' AND BASED ON NAVD 88 DATUM.

12. THIS SURVEY IS FOR TOPOGRAPHICAL PURPOSES ONLY, NO BOUNDARY WORK WAS

COMPLETED AT THE TIME OF THIS SURVEY BY CES GROUP ENGINEERS, LLP.

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REMOVE EXISTING

RETAINING WALL

REMOVE EXISTING

BOLLARDS

SAW CUT AND REMOVE EXISTING ASPHALT

PAVEMENT FOR SURFACE COURSE AND

BASE COURSE INSTALLATION OVER EXISTING

PAVEMENT AND FOR NEW AIR DROP FACILITY

S MH B-2

RIM EL 733.57

INV EL. 727.15

SAW CUT AND REMOVE EXISTING ASPHALT

AND CONCRETE PAVEMENT FOR STORM

SEWER INSTALLATION

RELOCATE EXISTING COMMUNICATION

STRUCTURE

RELOCATE ELECTRIC LIGHT POLE AND

UNDERGROUND ELECTRIC

12"

DIP

PROTECT EXISTING COMMUNICATIONS

LINE TO REMAIN

PROTECT EXISTING BUILDING

#5 TO REMAIN

PROTECT EXISTING TRENCH

DRAIN TO REMAIN

D

D

B-3

B-1 B-2

FURNISH AND INSTALL INLET PROTECTION

FOR EXISTING TRENCH DRAIN TO REMAIN

FURNISH AND INSTALL INLET PROTECTION

FOR EXISTING TRENCH DRAIN TO REMAIN

FURNISH AND INLET PROTECTION FOR

CATCHBASIN SHOWN ON DRAWING C110

CONSTRUCTION STAGING AREA. RESTORE

STAGING AREA TO PRECONSTRUCTION

CONDITIONS.

RELOCATE JERSEY BARRIERS FOR

STAGING AREA AS DIRECTED BY

GOVERNMENT.

RELOCATE EXISTING COM

LINES. SEE UTILITY PLAN FOR

ADDITIONAL INFORMATION.

SCALE: 1" = 20'

40200

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

C

B

A

D

C

B

A

54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-102A

DEMOLITION PLAN

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

DEMOLITION PLAN

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S MH B-2

RIM EL 733.57

INV EL. 727.15

6" Ø CONCRETE FILLED STEEL BOLLARD (TYP.)

AIR DROP FACILITY

SAW CUT EXISTING PAVEMENT AND MILL 2"

DEEP 3' WIDE KEYWAY FOR SURFACE

COURSE OVERLAY OVER EXISTING

PAVEMENT (TYP.)

FFE 735.07

RELOCATED FREESTANDING SITE LIGHT WITH

UNDERGROUND SERVICE CONDUIT AND CONDUCTOR,

FINAL LOCATION TO BE COORDINATED WITH OWNER

12"

DIP

REPLACE PAVEMENT AREAS WITH

DENSE GRADED AGGREGATE AND 6"

THICK STONE MULCH (RIVER ROCK)

GROUND COVER OVER PERMEABLE

WEED BARRIER PROTECTION (TYP.)

REPLACE PAVEMENT AREAS WITH DENSE GRADED

AGGREGATE AND 6" THICK STONE MULCH (RIVER

ROCK) GROUND COVER OVER PERMEABLE WEED

BARRIER PROTECTION (TYP.)

PITCH ASPHALT PAVEMENT AWAY

FROM BUILDING (TYP.)

REPLACE PAVEMENT AREAS WITH DENSE GRADED

AGGREGATE AND 6" THICK STONE MULCH (RIVER

ROCK) GROUND COVER OVER PERMEABLE WEED

BARRIER PROTECTION (TYP.)

SAW CUT EXISTING PAVEMENT AND MILL 2"

DEEP 3' WIDE KEYWAY FOR SURFACE

COURSE OVERLAY OVER EXISTING

PAVEMENT (TYP.)

SAW CUT EXISTING PAVEMENT AND

MILL 2" DEEP 3' WIDE KEYWAY FOR

SURFACE COURSE OVERLAY OVER

EXISTING PAVEMENT (TYP.). PITCH

ASPHALT PAVEMENT AWAY FROM

BUILDING AND ALSO WITH A CROSS

SLOPE TOWARD THE UNDERDRAIN

SYSTEM TO AVOID PONDING WATER

AT THE DOORWAY.

SAW CUT EXISTING PAVEMENT AND MILL 2"

DEEP 3' WIDE KEYWAY FOR SURFACE

COURSE OVERLAY OVER EXISTING

PAVEMENT (TYP.)

PITCH ASPHALT PAVEMENT AWAY

FROM BUILDING (TYP.)

SAW CUT EXISTING PAVEMENT AND MILL 2" DEEP 3'

WIDE KEYWAY FOR SURFACE COURSE OVERLAY

OVER EXISTING PAVEMENT (TYP.). PITCH ASPHALT

PAVEMENT AWAY FROM BUILDING (TYP.)

TRENCH RESTORATION FOR

RELOCATED COMMUNICATION LINE

WITH DGA BACKFILL AND HMA

PAVEMENT REPAIRS (TYP.)

TRENCH RESTORATION FOR STORM

SEWER TRENCH DRAIN CONNECTION

WITH DGA BACKFILL AND HMA

PAVEMENT REPAIRS (TYP.)

D

D

B-3

B-1 B-2 X

734.75

734.40 X

734.75 X

734.40 X

X735.10

735.00

STONE TRENCH DRAIN WITH RIVER

ROCK TO GRADE TO ALLOW FOR

INFILTRATION AND COLLECTION OF

STORMWATER RUNOFF (SEE

CONSTRUCTION DETAIL). DO NOT

INSTALL DGA IN THE AREA OF THE

STONE TRENCH DRAIN.

STONE TRENCH DRAIN WITH RIVER

ROCK TO GRADE TO ALLOW FOR

INFILTRATION AND COLLECTION OF

STORMWATER RUNOFF (SEE

CONSTRUCTION DETAIL). DO NOT

INSTALL DGA IN THE AREA OF THE

STONE TRENCH DRAIN.

X 734.65

X 735.00

X 735.00

X

735.00 X

735.00 X

735.00 X

735.00 X

X

735.00 735.10 X

735.00 X

734.80 X

734.80 X

X

734.80 X

734.80

R = 10'

R = 10'

SCALE: 1" = 20'

40200

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

C

B

A

D

C

B

A

54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-103A

SITE PLAN

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

SITE PLAN

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H.P.

SANITARY SEWER SERVICE BY OTHERS.

S MH B-2

RIM EL 733.57

INV EL. 727.15

15" Ø PERFORATED HDPE PIPE AT 0.50% SLOPE

SURROUNDED BY 3/4" CLEAN STONE AND FILTER FABRIC

WITH RIVER ROCK GROUND COVER OVER FABRIC AND

DRAINAGE FIELD. SEE CONSTRUCTION DETAIL.

AIR DROP FACILITYAIR DROP FACILITY

5" Ø PVC ROOF DRAINS

CONNECTED TO STORM DRAIN

(SEE PLUMBING PLAN FOR

CONNECTION TO BUILDING)

5" Ø PVC ROOF DRAINS

CONNECTED TO TRENCH DRAIN

(SEE PLUMBING PLAN FOR

CONNECTION TO BUILDING)

1-1/2" Ø COPPER

WATER SERVICE

FFE 735.07

C

RELOCATED COMMUNICATION

STRUCTURE, COORDINATE FINAL

LOCATION WITH OWNER. PROTECT

STRUCTURE WITH CONCRETE

FILLED STEEL BOLLARDS

15" Ø CLASS V RCP TO

EXISTING STORM SEWER

MANHOLE AT 0.5% SLOPE

8" Ø PVC STORM

DRAIN EXTENSION

FOR BUILDING # 5

12"

DIP

CORE AND SEAL NEW RCP STORM SEWER

TO EXISTING STORM MANHOLE

INV. ELEV. 731.78'

10" PRECAST TRENCH DRAIN AT 0.20% SLOPE

SANITARY SEWER LATERAL SHALL

CONNECT TO STUB FROM

BUILDING #5. FIRE SUPPRESSION

LINE AND NATURAL GAS LINE TO

ALSO BE CONNECTED TO STUBS

FROM BUILDING #5. SEE PLUMBING

PLAN FOR INFORMATION.

FLAT GRATE STORM INLET

GRATE ELEV. 735.00± (MATCH EXISTING GRADE)

INV. ELEV. 732.44 (15" Ø PERF. HDPE)

INV. ELEV. 732.34 (15" Ø)

C

C D

D ELECTRICAL TRANSFORMER SEE

ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION. SEE SITE

PLAN FOR BOLLARD LOCATIONS

FLAT GRATE STORM INLET

GRATE ELEV. 734.4'± (MATCH EXISTING GRADE)

INV. ELEV. 732.99' (TRENCH DRAIN)

FLAT GRATE STORM INLET

GRATE ELEV. 734.4'± (MATCH EXISTING GRADE)

INV. ELEV. 732.67' (TRENCH DRAIN)

INV. ELEV. 732.67' (14" Ø - TWIN DIP)

TWIN 14" Ø CLASS 55 CEMENT LINED DIP TO

EXISTING STORM SEWER TRENCH DRAIN AT 0.20%

SLOPE. CONTROLLED LOW-STRENGTH MATERIAL

(CLSM) SHALL BE POURED BETWEEN TWIN PIPE

RUNS OF DIP TO ELIMINATE VOIDS.

B-3

B-1 B-2

PERFORM TEST PIT TO VERIFY

LOCATION AND SIZE OF EXISTING

COMMUNICATION LINES (TYP.)

CONSTRUCT REINFORCED

CAST IN PLACE CONCRETE

TERMINAL END SECTION FOR

TRENCH DRAIN (SEE DETAIL)

CONSTRUCT REINFORCED

CAST IN PLACE CONCRETE

TERMINAL END SECTION FOR

TRENCH DRAIN (SEE DETAIL)

PLASTIC AREA DRAIN AT TERMINAL

END OF PERF. HDPE PIPE

GRATE ELEV. 734.80'

INV. ELEV. 732.89'

INV. ELEV.

733.00'

INV. ELEV.

733.50'

INV. ELEV.

733.50'

IN-LINE PLASTIC AREA

DRAINS (THREE DRAINS

OVER STONE TRENCH

PERF. PIPING, TYP.)

GRATE ELEV. 734.80' (TYP.)

RELOCATE COM LINES WITH TWO MANHOLES AND

DUCT BANK.

SCALE: 1" = 20'

40200

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

C

B

A

D

C

B

A

54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-110A

UTILITY PLAN

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

UTILITY PLAN

NOTES:

1. CONNECT SANITARY SEWER SERVICE LATERAL FOR

THE AIR DROP FACILITY TO SANITARY SEWER STUB

FROM EXISTING BUILDING #5.

2. CONNECT NATURAL GAS LINE FOR THE AIR DROP

FACILITY TO THE STUB FROM EXISTING BUILDING #5.

3. CONNECT FIRE SUPPRESSION LINE FOR THE AIR DROP

FACILITY TO THE STUB FROM EXISTING BUILDING #5.

4. PERFORM TEST PITS AND EXPLORATORY EXCAVATION

WITH HAND TOOLS, VACUUM EXCAVATION, AIR

SPADING, AND/OR PROBES TO INVESTIGATE, LOCATE

AND VERIFY THE LOCATION, SIZE, AND ALIGNMENT OF

ALL EXISTING SUBSURFACE UTILITIES FOR ALL

CONNECTIONS, POTENTIAL CONFLICTS, AND/OR

CROSSINGS. ALL EXCAVATIONS AND DISTURBANCE

FOR TEST PIT WORK SHALL BE RESTORED TO

PRE-CONSTRUCTION CONDITION.

1'-6" 6"

4' -0

" 4,500 PSI AIR-

SMOOTH TROWEL FINISH

FINISH GRADE

4' -0

1/2" MIN.

6-#4 TIES

#6 EACH CORNER

SMOOTH TROWEL FINISH

2" MIN. COVER ON REBAR, TYP.

ENTRAINED CONCRETE

NTS

BOLLARD DETAIL

4'-6" MIN.

BLOCK

CONCRETE

CURB STOP

PAVEMENT

CORPORATION STOP

1-1/2"Ø TYPE "K" SOFT

COPPER WATER SERVICE

PROVIDE CONTINUOUS 1-1/2"Ø

TYPE "K" SOFT COPPER OR

POLYETHYLENE TUBING FROM

THE CURB STOP TO THE FACILITY.

PROVIDE APPROVED BRONZE

DOUBLE STRAP SADDLE FOR

SERVICE OVER 1" IN Ø.

WATER MAIN

4' MIN.

GOOSE NECK

45°

VARIES

BUFFALO TYPE CURB

BOX WITH MINIMUM

EXTENSION OF 4'-6"

NTS

WATER SERVICE CONNECTION DETAIL

DENSE GRADED AGGREGATE (DGA)

PROVIDE 7" NCDOT I19.0C

1. PROVIDE 7" STABILIZED BASE COURSE IMMEDIATELY FOLLOWING

UTILITY INSTALLATION.

EXISTING PAVEMENT

NOTES:

AND INSTALL 2" FINE AGGREGATE BITUMINOUS CONCRETE SURFACE COURSE.

2. 6 MONTHS FOLLOWING BASE COURSE INSTALLATION, MILL OR SAW CUT

MILL AND INSTALL 2"

STABILIZED BASE COURSE

NCDOT S9.5C SURFACE

6"

ALL SIDES OF TRENCH

MILL OR SAW CUT 6" MINIMUM

2"

TACK COAT

BEDDING AS DETAILED

COURSE KEYWAY

NTS

UTILITY TRENCH RESTORATION DETAIL

3. AT A MINIMUM ROAD RESTORATION SHALL MATCH EXISTING PAVEMENT DEPTHS.

REPAIR TO GRADE WITH 2 LIFTS.

NTS

PAVEMENT KEY AT LIMIT OF OVERLAY

TYPICAL DTPF10-HDBP15ZSA TRENCH SECTION

NOTES:

1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED

2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS

3. TRENCH DRAIN MUST BE 18" BELOW FINISHED CONCRETE GRADE

10"

7" MIN. INVERT

ENCAPSULATION

(AS SPECIFIED)

SLAB THICKNESS

(AS SPECIFIED)

1'-05 8"

TYPICAL DTPF10-HDBP15ZSA TRENCH ISOMETRIC

HEAVY DUTY BLACK POWDER COATED STEEL

FRAME WITH 3"X 38" Ø CONCRETE ANCHORS

INSTALLATION BRACKETS FOR

ALIGNING AND ANCHORING TRENCHGRATE WITH LOCKING TOGGLE

MONOLITHIC POUR REINFORCE PER

STRUCTURAL REQUIREMENTS

#4 INSTALLATION BARS

SMOOTH PRECAST

POLYMER TRENCH BODY

COMPACTED EARTH

HEAVY DUTY BLACK

POWDER COATED FRAME

SHIPS WITH PLYWOOD

IN TOP OF TRENCH

TO PROTECT DURING

CONCRETE PLACEMENT

2" SEALABLE

CONNECTOR FLANGE

RIGID METAL ANCHORS

AND INSTALLATION BRACKETS

3" X 38" Ø CONCRETE

ANCHORS

SMOOTH PRECAST

POLYMER TRENCH BODY

LABEL AND FLOW

DIRECTION ARROW

NTS

10" PRECAST TRENCH DRAIN DETAIL

NTS

FOR TRAFFIC AREAS DETAIL

CLEANOUT BOX AND COVER

FRAME OF CATCH BASIN WILL MATCH

FRAME OF TRENCH.

TRENCH SLOPE

PRECAST POLYMER

INLINE CATCH BASIN BODY

14" MIN.

#4 INSTALLATION BARS

SLAB THICKNESS (4" MIN)

3 7 16"

4" MIN. END OUTLET PIPE

NTS

TRENCH DRAIN - CATCH BASIN DETAIL

12C24DI

DUCTILE IRON GRATE

NOTES:

1. GRATE MATERIAL IS CAST DUCTILE IRON GRADE 65-45-12

2. GRATES ARE LOAD CLASS D, EXCEEDS H-20 LOADING

3. GRATES ARE ADA COMPLIANT AND HEEL PROOF

4. GRATES ARE POWDER COATED BLACK

5. GRATE OPEN AREA 56.01 IN.²/LF

ERIC'SONS - WWW.TRENCHDRAIN.NET

GRADE 60-45-18 12C24DI

1'

2"

4"

1'-117 8"

12C24DI

ISOMETRIC VIEW

2" THICK

6" Ø SCHEDULE 40 STEEL

PIPE CONCRETE FILLED

PAINTED TRAFFIC YELLOW

NTS

STONE TRENCH DRAIN

2.

1. ALL AREAS TO RECEIVE TACK COAT APPLICATION SHALL BE SWEPT CLEAN.

NOTES:

PITCH AWAY

5" THICK NCDOT HMA I19.0C STABILIZED BASE COURSE ASPHALT PAVEMENT AND

TACK COAT APPLICATIONS BETWEEN SURFACE AND LEVELING

EXTERIOR FACE OF BUILDING

VARIABLE WIDTH

NTS

HMA PAVEMENT RESTORATION DETAIL

PAVEMENT AREAS SHALL DRAIN AWAY FROM BUILDING AND NOT HOLD WATER.

LENGTH AS PER SITE PLAN

COURSES AND BASE COURSE PAVEMENT SURFACES

EXISTING ASPHALT PAVEMENT

OR TRENCH DRAIN

FROM BUILDING BACKFILL MATERIAL

SEE NOTES BELOW FOR FINAL SURFACE

HMA PAVEMENT RESTORATION.

4-8" - VARIABLE

6" THICK DENSE GRADED AGGREGATE (DGA) COMPACTED SUBBASE COURSE

OVER SUBBASE MATERIAL COMPACTED TO 95% MODIFIED PROCTOR DENSITY

COMPACTED SUBGRADE

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

C

B

A

D

C

B

A

54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-501A

CIVIL DETAILS

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

FRAME OF CATCH BASIN WILL MATCH

FRAME OF TRENCH.

TRENCH SLOPE

PRECAST POLYMER

INLINE CATCH BASIN BODY

14" MIN.

#4 INSTALLATION BARS

SLAB THICKNESS (4" MIN)

3'

OUTLET PIPE

NTS

TRENCH DRAIN - CATCH BASIN DETAIL

PLAN

SECTION X-X SECTION Y-Y

DOWEL

NTS

CONCRETE DROP INLET DETAIL

NTS

EXISTING TRENCH DRAIN END SECTION DETAIL

EXISTING GRATE

6" 6"

PLAN

C502

A

SECTION A

#4 BARS 10" OC HORIZONTAL

AND VERTICAL

4,500 PSI CAST IN PLACE AIR

ENTRAINED CONCRETE

#4 DOWELS, 6" EMBEDMENT

WITH EPOXY ADHESIVE

#4 BARS 10" OC HORIZONTAL

AND VERTICAL

4,500 PSI CAST IN PLACE AIR

ENTRAINED CONCRETE

#4 DOWELS

3" COVER

6"

C502

B

8"

#4 BARS 10" OC HORIZONTAL

AND VERTICAL

#4 DOWELS

SECTION B

VERIFY EXISTING TRENCH

DRAIN DIMENSIONS IN FIELD

3.

5'

1'

2.

5'

1' 1.

5' 1'

3.5'

3.

5'

6"

4"

4"

VERIFY EXISTING TRENCH

DRAIN DIMENSIONS IN FIELD

HYDROPHILIC WATERSTOP

ON FACES OF CLEAN CUT

EXISTING CONCRETE

SAW CUT EXISTING

CONCRETE TRENCH DRAIN

SECTION A-A

7'-6"

1'-6" 4'-8"

6"

2' MIN.

SEDIMENT

CONTROL

STONE

STRUCTURAL

STONE

12"

TREATED

WATER

NOTES:

1. CLEAN SEDIMENT WHEN

1/2 FULL AND AS DIRECTED.

2. USE NO. 5 OR NO. 57 STONE

FOR SEDIMENT CONTROL STONE.

3. USE NCDOT CLASS B STONE FOR

STRUCTURAL STONE.

4. CONSTRUCT TOP OF BERM

A MINIMUM OF ONE FOOT

BELOW THE SHOULDER OR

ANY DIVERSION POINT.

1'-6" MIN.

NTS

ROCK INLET SEDIMENT TRAP TYPE A DETAIL

NTS

AREA DRAIN

6. CONSTRUCT WITH PIPE CROWNS MATCHING.

7. SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.

8. INSTALL 2" WEEPHOLES AS DIRECTED BY THE GOVERNMENT.

10. CHAMFER ALL EXPOSED CORNERS 1".

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20191200

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

LLP

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B

A

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54321

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C-502A

CIVIL DETAILS

MARCH 3, 2021

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111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

6" MIN

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.

SEE DRAWING NO. 7001-110-065

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (DUAL WALL),

N-12 HP, & PVC SEWER.

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET

ADAPTERS AVAILABLE:

4" - 15" FOR CORRUGATED HDPE, PVC

SEWER (EX: SDR 35), PVC DWV (EX: SCH

40), PVC C900/C905, CORRUGATED &

RIBBED PVC

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

VARIABLE DIMENSIONS FOR RIVER

ROCK GROUND COVER (SEE PLAN).

6" MINIMUM RIVER ROCK

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE

OR OTHER GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III

MATERIAL AS DEFINED IN ASTM D2321. BEDDING &

BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE

WITH ASTM D2321.

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO PLANS

DESIGN CRITERIA:

GOVERNING BUILDING CODE: IBC 2018, UFC 1-200-01

BUILDING RISK CATEGORY: II

DESIGN LOADS:

DEAD LOADS:

FRAMING................................................................ ACTUAL WEIGHT OF MATERIALS, UNLESS NOTED OTHERWISE

INSULATION........................................................... 3 PSF

CEILING COLLATERAL........................................... 3 PSF

MISC/MECH COLLATERAL..................................... 5 PSF

LIVE LOADS:

ROOF (NON-REDUCIBLE)....................................... 20 PSF

SNOW LOAD: (ASCE 7-16)

BASIC GROUND SNOW LOAD, (Pg)....................... 10 PSF

TERRAIN CATEGORY............................................. C

ROOF EXPOSURE................................................... PARTIAL

EXPOSURE FACTOR, (Ce)...................................... 1.0 THERMAL FACTOR, (Ct).......................................... 1.0 SLOPE FACTOR, (Cs).............................................. 1.0 IMPORTANCE FACTOR, (Is).................................... 1.0 SLOPED ROOF SNOW, (Ps).................................... 10 PSF

WIND LOAD: (ASCE 7-16)

BASIC WIND SPEED................................................. 111 MPH

EXPOSURE CATEGORY........................................... C

TOPOGRAPHIC FACTOR, (Kzt)............................... 1.0

ENCLOSURE CLASSIFICATION............................... ENCLOSED

SEISMIC DESIGN DATA: (ASCE 7-16)

SHORT PERIOD ACCELERATION, SS ................... 0.203 g LONG PERIOD ACCELERATION, S1...................... 0.083 g

SOIL SITE CLASS ................................................... C

SITE COEFFICIENT, Fa ........................................... 1.3 SITE COEFFICIENT, Fv ........................................... 1.5 DESIGN SPECTRAL ACCELERATION, SDS ........... 0.176 g DESIGN SPECTRAL ACCELERATION, SD1 ........... 0.083 g

SEISMIC DESIGN CATEGORY .............................. B

ANALYSIS METHOD................................................ EQUIVALENT LATERAL FORCE

SEISMIC FORCE RESISTING SYSTEM................ STEEL SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

DESIGN BASE SHEAR........................................... 26 kips R=3.0, o=3.0, Cd=3.0, Ie=1.0, Cs=0.059

TEMPERATURE:

STRUCTURE SHALL BE ANALYZED FOR T = +37,-53 °F (90 °F TOTAL T )

ACI AMERICAN CONCRETE INSTITUTE

ADD'L ADDITIONAL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ANCH ANCHOR

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AT/FP ANTI-TERRORISM FORCE PROTECTION

AWS AMERICAN WELDING SOCIETY

BM BEAM

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BR BRACING

BRG BEARING

BTWN BETWEEN

CJ CONSTRUCTION JOINT

CENTER LINE

CL CENTER LINE

CL COLLATERAL LOAD

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONNX CONNECTION

CONT CONTINUOUS

COORD COORDINATE

CR CENTER OF RADIUS

DBA DEFORMED BAR ANCHOR

DBE DECK BEARING ELEVATION

DEG DEGREE

db DIAMETER BAR

DIA DIAMETER

DL DEAD LOAD

DN DOWN

DWLS DOWELS

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATION

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXP EXPANSION

ºF/C DEGREES FAHRENHEIT/CELSIUS

FF FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FLR FLOOR

FLG FLANGE

FND FOUNDATION

FT FOOT/FEET

FTG FOOTING

FS FAR SIDE

GA GAGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

IBC INTERNATIONAL BUILDING CODE

IN INCH/INCHES

JB JOIST BEARING

JST JOIST

JT JOINT

LBS POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRFD LOAD AND RESISTANCE FACTOR DESIGN

LSH LONG SIDE HORIZONTAL

LSSH LONG SLOTTED HOLES

MBM METAL BUILDING MANUFACTURER

MFR MANUFACTURER

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MPH MILES PER HOUR

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

OPNG OPENING

OVS OVERSIZED

PERIM PERIMETER

PL PLATE

± PLUS/MINUS

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT

REF REFER

REINF REINFORCE/REINFORCING

REQ'D REQUIRED

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SF SQUARE FEET

SIM SIMILAR

SJ SAWCUT JOINT

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SSLT SHORT SLOTTED HOLES

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION

STD STANDARD

STIFF STIFFENER

TO TOP OF

TOF TOP OF FOUNDATION/FOOTING

TOS TOP OF STEEL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WL WIND LOAD

WP WORKING POINT

WWF WELDED WIRE FABRIC

WWR WELDED WIRE REINFORCEMENT

ABBREVIATIONS

MATERIAL DESIGN VALUES:

CONCRETE (MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS,

NORMAL WEIGHT, UNLESS NOTED OTHERWISE)

SLABS ON GRADE AND FOUNDATIONS..................... 4,000 PSI

ALL OTHER STRUCTURAL CONCRETE, UNO............ 4,000 PSI

CONCRETE REINFORCEMENT(MINIMUM YIELD STRENGTH)

ALL DEFORMED BARS, UNLESS NOTED OTHERWISE.

(ASTM A615, GRADE 60).......................................... Fy = 60,000 PSI WELDED WIRE FABRIC (ASTM A185).......................... Fy = 60,000 PSI SMOOTH BARS (ASTM A82).......................................... Fy = 70,000 PSI DEFORMED BAR ANCHORS (ASTM A706)................... Fy = 60,000 PSI

STRUCTURAL STEEL (MINIMUM YIELD STRENGTH)

WIDE FLANGES (ASTM A992 OR A572, GR. 50)......... Fy = 50,000 PSI PIPES (ASTM A500, GRADE B)...................................... Fy = 42,000 PSI TUBES (ASTM A500, GRADE B).................................... Fy = 46,000 PSI

ALL OTHER SHAPES, PLATES AND ANCHOR BOLTS

UNLESS NOTED OTHERWISE (ASTM A36).............. Fy = 36,000 PSI

ANCHOR RODS

(ASTM F 1554, WELDABLE GRADE 55).................. Fy = 55,000 PSI COLD FORMED STRUCTURAL SHAPES..................... Fy = 33,000 PSI (MIN)

MISCELLANEOUS NOTES:

1. REFERENCE DATUM ELEVATION 100'-0" IS EQUAL TO THE ACTUAL

FINISH FLOOR ELEVATION PROVIDED BY CIVIL. REFERENCED

ELEVATIONS ARE BASED ON THIS DATUM ELEVATION.

2. GENERAL NOTES AND TYPICAL DETAILS APPLY TO THE ENTIRE

PROJECT AND CONVEY ENGINEERING INTENT. SPECIFIC

DETAILS ARE NOT DRAWN FOR EVERY CONDITION OF

CONSTRUCTION OR ASSEMBLY. MANY CONDITIONS SIMILAR TO

THOSE DEPICTED EXIST AND THOSE SIMILAR CONDITIONS ARE

INCLUDED IN THE CONTRACT SCOPE OF WORK. THE

CONTRACTOR SHALL INCLUDE COST OF THE WORK FOR THESE

SIMILAR CONDITIONS. FUTURE CLARIFICATION OF DETAILS

SHALL NOT THE BE BASIS OF ADDITIONAL COMPENSATION FOR

THE CONTRACTOR.

CONSTRUCTION NOTES:

1. ALL DIMENSIONS TO EXISTING STRUCTURES MUST BE VERIFIED

IN THE FIELD AS REQUIRED FOR NEW CONSTRUCTION.

2. ALL INTERFERING PIPES, UTILITIES, AND FIXTURES WILL BE

RELOCATED BY CONTRACTOR AS REQUIRED.

3. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL SHORING,

PROPS, AND GUYS REQUIRED FOR THE TEMPORARY SUPPORT

OF THE EXISTING STRUCTURE AND REMOVE SAME AFTER

COMPLETION.

4. THE CONTRACTOR IS HELD RESPONSIBLE FOR PROTECTION OF

PERSONNEL AND EQUIPMENT DURING THE COURSE OF

OPERATIONS ACCORDING TO CURRENT SAFETY REGULATIONS.

5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER COPIES OF

ALL SHOP DRAWINGS OF NEW WORK FOR APPROVAL.

6. THE CONTRACTOR SHALL REPAIR ALL EXISTING WORK WHICH

HAS BEEN DAMAGED BY HIS CONSTRUCTION OPERATIONS AND

REMOVE ALL DEBRIS FROM THE SITE AFTER COMPLETION OF

THE PROJECT.

CONCRETE CONSTRUCTION NOTES:

1. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING

BARS, UNLESS NOTED OTHERWISE, SHALL FOLLOW THE LATEST

EDITION ACI DETAILING MANUAL, DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT, ACI MANUAL OF ENGINEERING

AND PLACING DRAWINGS FOR REINFORCED CONCRETE

STRUCTURES, ACI SPECIFICATIONS FOR STRUCTURAL

CONCRETE FOR BUILDINGS AND THE PROVISIONS OF ACI

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"

(ACI 318-APPLICABLE EDITION).

2. UNLESS NOTED OTHERWISE, LAP SPLICES OR EMBEDMENT

LENGTHS SHALL CONFORM TO ACI REQUIREMENTS FOR CLASS B

SPLICES. REFER TO REINFORCEMENT LAP LENGTH SCHEDULE.

3. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL

REINFORCEMENT SHALL CONFORM TO MINIMUM REQUIRED BY

ACI 318-APPLICABLE EDITION.

4. AT INTERSECTING FOUNDATIONS EXTEND ALL HORIZONTAL

REINFORCING OF THE INTERSECTING MEMBER BEYOND THE

POINT OF INTERSECTION TO THE OPPOSITE FACE AND BEND TO

A STANDARD 90 DEGREE HOOK, OR PROVIDE BENT DOWELS OF

EQUAL SIZE AND SPACING AND LAP AS REQUIRED BY NOTE 2

(BUT NOT LESS THAN 24") IN EACH DIRECTION.

5. PROVIDE CORNER BARS IN BOTH FACES OF ALL EXTERIOR

BEAMS. NUMBER, SIZE AND SPACING OF CORNER BARS SHALL

BE EQUAL TO NUMBER, SIZE AND SPACING OF HORIZONTAL

REINFORCING WITH WHICH THEY LAP AND SHALL EXTEND 40

BAR DIAMETERS IN EACH DIRECTION. IF REINFORCING MEETING

AT THE CORNER IS OF DIFFERENT SIZE, CORNER BAR SHALL

MATCH THE LARGER OF THE BARS. BOTH LEGS OF CORNER

BARS SHALL BE EQUAL LENGTH.

6. TOP STEEL REINFORCING OF FOOTINGS SHALL PASS THROUGH

THE CONFINED CORE OF THE COLUMN FOOTING. BOTTOM

STEEL REINFORCING OF FOOTINGS SHALL PASS THROUGH THE

CONFINED CORE OF THE COLUMN FOOTING. FOOTING

TIE/STIRRUPS SHALL START WITHIN 3" OF FACE OF COLUMN

FOOTING.

7. ALL REINFORCING SHALL BE SUPPORTED FROM THE INTERIOR

OF THE CONCRETE ELEMENTS. PROVIDE ALL STANDS

REQUIRED TO ADEQUATELY HOLD REINFORCEMENT IN PLACE

DURING CONCRETE PLACEMENT.

8. CONSTRUCTION JOINTS SHALL BE LOCATED BETWEEN 1/4

POINT AND 1/3 POINT OF A SPAN, WHERE A SPAN IS ASSUMED

TO BE THE COLUMN SPACING. REFER BULKHEAD DETAIL.

9. PROVIDE SLEEVES IN BEAMS FOR ALL PENETRATIONS (DO NOT

DRILL). LOCATIONS MUST BE APPROVED BY ARCHITECT-

ENGINEER. PIPE PENETRATIONS THROUGH GRADE BEAMS

SHALL NOT INTERRUPT THE LONGITUDINAL REINFORCEMENT OF

THE GRADE BEAMS.

10. POST INSTALLED DOWELS INTO CONCRETE SHALL USE HILTI-

HY200 OR APPROVED EQUAL, UNLESS NOTED OTHERWISE.

SUBSTITUTION REQUESTS SHALL PROVIDE CALCULATIONS

DEMONSTRATING THE SUBSTITUTED PRODUCT IS CAPABLE OF

ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED

PRODUCT UNDER THE CONDITIONS OF THE PROJECT.

SUBSTITUTION REQUESTS SHALL FURTHER DEMONSTRATE

PRODUCT APPLICABILITY BY ICC ESR SHOWING COMPLIANCE

WITH THE RELEVANT BUILDING CODE FOR SEISMIC USE, LOAD

RESISTANCE, INSTALLATION CATEGORY, AND ANY OTHER

RELEVANT PROJECT CONDITIONS.

11. UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS,

PROVIDE 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES.

12. PROVIDE CONCRETE EQUIPMENT PADS OF SIZE REQUIRED FOR

EQUIPMENT FURNISHED. SEE MECHANICAL AND ELECTRICAL

DRAWINGS FOR NUMBER, SIZE AND LOCATION OF SUCH PADS

ON THE FLOOR SLAB UNLESS OTHERWISE SHOWN. REFER

HOUSEKEEPING PAD DETAIL.

13. THE SIZE AND LOCATION OF ALL EQUIPMENT PADS, FLOOR PITS,

TRENCH DRAINS AND OPENINGS FOR ALL DUCTS AND PIPES

THROUGH FLOOR SLABS AND FOOTINGS SHALL BE VERIFIED

WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS

REQUIREMENTS PRIOR TO PLACEMENT.

14. ALL CONCRETE SLAB ACCESSORIES (TRENCHES, GRATING,

EMBEDDED ITEMS, ETC.) SHALL BE DESIGNED FOR THE UNIFORM

AND CONCENTRATED LIVE LOADS ON THIS SHEET.

15. LOCALLY SLOPE THE SLAB TO FLOOR DRAINS WITH AN 18"

RADIUS AROUND THE DRAIN BODY. REFER PLUMBING FOR

ADDITIONAL FLOOR DRAIN INFORMATION.

16. REFER TO THE PLUMBING SPECIFICATIONS FOR THE USE OF

SLEEVES AND SEALANTS AT PLUMBING PENETRATIONS

THROUGH THE SLAB ON GRADE.

17. PROVIDE BOLLARDS AS REQUIRED BY ARCHITECTURAL SHEETS.

SOILS/FOUNDATION NOTES:

1. FOUNDATION RECOMMENDATIONS ARE BASED ON THE GEOTECHNICAL

REPORT PREPARED BY SUMMIT ENGINEERING, LABORATORY, AND

TESTING P.C. DATED NOVEMBER 15, 2019 FOR THE PROPOSED AIR DROP

FACILITY, SUMMIT PROJECT NO. 5403.500.

2. THE ALLOWABLE SOIL BEARING PRESSURE FOR SHALLOW FOUNDATIONS

IS 2,000 PSF. SHALLOW FOOTINGS SHALL BEAR AT LEAST 12 INCHES

BELOW FINAL GRADE FOR FROST PROTECTION AND SHALL HAVE A

MINIMUM WIDTH OF 18 INCHES FOR CONTINUOUS FOOTINGS.

3. FLOOR SLABS SHALL BE CONSTRUCTED ON COMPACTED MINIMUM 6 INCH

THICK DRAINABLE GRANULAR FILL PLACED ON TOP OF PROPERLY

PREPARED BEDROCK OR STRUCTURAL FILL, AS APPLICABLE.

4. AFTER EXCAVATING AND INSPECTION BY THE GEOTECHNICAL ENGINEER,

FOOTINGS SHOULD BE INSPECTED AND CONCRETE PLACED AS QUICKLY

AS POSSIBLE TO AVOID EXPOSURE TO WETTING AND DRYING.

5. WATER SHOULD NOT BE ALLOWED TO COLLECT IN THE EXCAVATIONS OR

NEAR THE FOUNDATIONS AND FLOOR SLAB AREAS OF THE BUILDINGS

DURING CONSTRUCTION.

6. BASED ON THE RESULTS OF THE TEST AND DEPENDENT ON FINAL

GRADES, THE CONTRACTOR CAN ANTICIPATE THAT SOME

UNDERCUTTING AND/OR FOUNDATION EXTENSION THROUGH

UNSUITABLE SOILS SUCH AS POORLY COMPACTED EXISTING FILL AND

SOILS WITH N-VALUES LESS THAN 7 BPF MAY BE REQUIRED PRIOR TO

BUILDING CONSTRUCTION AND/OR FILL PLACEMENT. IF THESE SOILS ARE

ENCOUNTERED DURING THE GRADING ACTIVITIES, THE EXTENT OF THE

UNDERCUT REQUIRED SHALL BE DETERMINED IN THE FIELD BY THE

GEOTECHNICAL ENGINEER-OF-RECORD AND/OR AN EXPERIENCED STAFF

PROFESSIONAL. ADDITIONAL TESTING SUCH AS TEST PIT EXCAVATIONS

AND/OR HAND AUGER BORINGS MAY BE REQUIRED IN ORDER TO

FURTHER EVALUATE THESE SOIL CONDITIONS, DEPTHS AND LOCATIONS.

7. TOPSOIL, ORGANIC LADEN/STAINED SOILS, CONSTRUCTION DEBRIS AND

OTHER UNSUITABLE MATERIALS SHALL BE STRIPPED/ REMOVED FROM

THE PROPOSED CONSTRUCTION LIMITS. STRIPPING AND CLEARING

SHALL EXTEND 10 FEET OR MORE BEYOND THE PLANNED

CONSTRUCTION LIMITS. UPON COMPLETION OF THE STRIPPING

OPERATIONS, AREAS PLANNED FOR SUPPORT OF FOUNDATIONS, FLOOR

SLABS, PARKING AREAS AND STRUCTURAL FILL SHALL BE PROOF-

ROLLED WITH A LOADED DUMP TRUCK OR SIMILAR PNEUMATIC TIRED

VEHICLE (MINIMUM LOADED WEIGHT OF 20 TONS) UNDER THE

OBSERVATIONS OF A STAFF PROFESSIONAL. AFTER EXCAVATION OF THE

SITE HAS BEEN COMPLETED, THE EXPOSED SUBGRADE IN CUT AREAS

SHALL ALSO BE PROOF-ROLLED. THE PROOF-ROLLING PROCEDURES

SHALL CONSIST OF FOUR COMPLETE PASSES OF THE EXPOSED AREAS,

WITH TWO OF THE PASSES BEING IN A DIRECTION PERPENDICULAR TO

THE PROCEEDING ONES. ANY AREAS WHICH DEFLECT, RUT OR PUMP

EXCESSIVELY DURING PROOF-ROLLING OR FAIL TO TIGHTEN UP AFTER

SUCCESSIVE PASSES SHALL BE UNDERCUT TO SUITABLE SOILS AND

REPLACED WITH COMPACT FILL.

8. THE EXTENT OF UNDERCUT REQUIRED SHALL BE DETERMINED IN THE

FIELD BY AN EXPERIENCED STAFF PROFESSIONAL OR ENGINEER WHILE

MONITORING CONSTRUCTION ACTIVITY. AFTER THE PROOF-ROLLING

OPERATION HAS BEEN COMPLETED AND APPROVED, FINAL SITE GRADING

SHALL PROCEED IMMEDIATELY. IF CONSTRUCTION PROGRESSES DURING

WET WEATHER, THE PROOF-ROLLING OPERATION SHALL BE REPEATED

AFTER ANY INCLEMENT WEATHER EVENT WITH AT LEAST ONE PASS IN

EACH DIRECTION IMMEDIATELY PRIOR TO PLACING FILL MATERIAL OR

AGGREGATE BASE COURSE STONE. IF UNSTABLE CONDITIONS ARE

EXPERIENCED DURING THIS OPERATION, THEN UNDERCUTTING OR

REWORKING OF THE UNSTABLE SOILS MAY BE REQUIRED.

9. SOIL TO BE USED AS STRUCTURAL FILL SHALL BE FREE OF ORGANIC

MATTER, ROOTS OR OTHER DELETERIOUS MATERIALS. STRUCTURAL FILL

SHALL HAVE A PLASTICITY INDEX LESS THAN 25 AND A LIQUID LIMIT LESS

THAN 50 OR AS APPROVED BY THE GEOTECHNICAL ENGINEER-OF-

RECORD. COMPACTED STRUCTURAL FILL SHALL CONSIST OF MATERIALS

CLASSIFIED AS EITHER CL, ML, SC, SM, SP, SW, GC, GM, GP, OR GW PER

ASTM D-2487 OR AS APPROVED BY THE GEOTECHNICAL ENGINEER-OF-

RECORD. OFF-SITE BORROW SOIL SHALL ALSO MEET THESE SAME

CLASSIFICATION REQUIREMENTS. NON-ORGANIC, LOW-PLASTICITY ON-

SITE SOILS ARE EXPECTED TO MEET THIS CRITERION. HOWEVER,

SUCCESSFUL REUSE OF THE EXCAVATED, ON-SITE SOILS AS

COMPACTED STRUCTURAL FILL WILL DEPEND ON THE MOISTURE

CONTENT OF THE SOILS ENCOUNTERED DURING EXCAVATION. IT IS

ANTICIPATED THAT SCARIFYING AND DRYING OF PORTIONS OF THE ON-

SITE SOILS WILL BE REQUIRED BEFORE THE RECOMMENDED

COMPACTION CAN BE ACHIEVED. DRYING OF THESE SOILS WILL LIKELY

RESULT IN SOME DELAY.

10. ALL STRUCTURAL FILL SOILS SHALL BE PLACED WITHIN THE PROPOSED

STRUCTURAL PAD AND EXTENDING AT LEAST 5 FEET BEYOND THE

PERIMETER OF THE PAD AND FOUNDATION LIMITS. ALL STRUCTURAL FILL

SOILS SHALL BE PLACED IN THIN (NOT GREATER THAN 8 INCHES) LOOSE

LIFTS AND COMPACTED TO A MINIMUM OF 95…