ATTACHMENT 18 Drawings ADF - Volume 1 of 2 General Civil Structural 24 pages.pdf
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- Solicitation number
- W50S87-21-B-5005
About this file
This solicitation seeks proposals for an Add/Alter Small Air Terminal Building 5 project. The scope of work includes constructing a new 2,992 square foot air drop facility building and associated site work at the 145th Airlift Wing in Charlotte, North Carolina. Drawings, specifications and other attachments provide details on requirements. A pre-bid conference will be held on June 2, 2021 for interested offerors. Proposals are due by June 16, 2021 and the contract is to be awarded by July 16, 2021. The North Carolina Army National Guard is the contracting agency.
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C- 17A Globe m aster I II
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C- 17A Globe m aster I II rwall rwall walltank rwall
A I R P O R T D R I V E
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Av e rwall rw al l rwall wall tank tank wall
PRIVATE ROAD
SABER DRIVE
BRICK SCR EEN WALL
C O N C.
RE
T AI N
I N G W A
L L
Payne Blvd
Hercules Ave
E n l i st e d
Dr i v e
H e r c ul es A v e
Stair s wall tank tank
Payne Avenue
MORRIS FIELD DRIVE
T
SOUTH ECP
S A
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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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SCALE: 1" = 30'-0"
PROJECT LOCATION1
N
0 30' 60'
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.
050024
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C- 17A Globe m aster I II rwall rwall walltank rwall
A I R P O R T D R I V E
HE
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Av e rwall rw al l rwall wall tank tank wall
PRIVATE ROAD
SABER DRIVE
BRICK SCR EEN WALL
C O N C.
RE
T AI N
I N G W A
L L
Payne Blvd
Hercules Ave
E n l i st e d
Dr i v e
H e r c ul es A v e
Stair s wall tank tank
Payne Avenue
MORRIS FIELD DRIVE
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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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SCALE: 1" = 30'-0"
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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ENGINEE
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VOLUME 1 OF 2
FF
AA
DD
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
N
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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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A.7 A.7
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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
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
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3/10/2021 4:46: 29 PM
MARCH 3, 2021
CODE AND LIFE SAFETY PLAN
G-002A
DLM
JDB
MBP
SCALE: 1/8" = 1'-0"
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
Frankfurt-Short-Br
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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
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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54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
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D r o p
F a c i l i t y
C-001A
CIVIL GENERAL NOTES
MARCH 3, 2021
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111 Wood Ave South Iselin, NJ 08830-4112
973.379.3400 | mottmac.com
VICINITY MAP
(NOT TO SCALE)
CONSTRUCTION ACCESS PATH
SCALE: 1" = 500'
10005000
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
AutoCAD SHX Text Minuteman Way
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
20191200
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
LLP
P r o j e c t
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54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
C r
D r o p
F a c i l i t y
C-002A
BORINGS
MARCH 3, 2021
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111 Wood Ave South Iselin, NJ 08830-4112
973.379.3400 | mottmac.com
VICINITY MAP
(NOT TO SCALE)
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
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MH B-2
RIM EL 733.57
INV EL. 727.15
12"
DIP
D
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B-3
B-1 B-2
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
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54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
C r
D r o p
F a c i l i t y
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.
VICINITY MAP
(NOT TO SCALE)
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'
AutoCAD SHX Text
FFE:724.30'
AutoCAD SHX Text
FFE:736.32'
AutoCAD SHX Text
FFE:724.45'
AutoCAD SHX Text
FFE:734.20'
AutoCAD SHX Text
FFE:734.32'
AutoCAD SHX Text
FFE:734.31'
AutoCAD SHX Text
BFP
AutoCAD SHX Text Vault
AutoCAD SHX Text
HVAC
AutoCAD SHX Text 16" Maple
AutoCAD SHX Text 6" Holly
AutoCAD SHX Text
EXISTING BUILDING #5
AutoCAD SHX Text
EXISTING BUILDING #61
AutoCAD SHX Text
EXISTING BUILDING #2
AutoCAD SHX Text
EXISTING STEEL CARPORT
AutoCAD SHX Text
FFE:734.39'
AutoCAD SHX Text 36" Oak
AutoCAD SHX Text Transformer
AutoCAD SHX Text
MW
AutoCAD SHX Text concrete
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
SSMH RIM:723.03' INV. OUT:717.98'
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text
DROP INLET RIM:731.10' BOTTOM:727.98'
AutoCAD SHX Text
EXISTING STEEL BUILDING
AutoCAD SHX Text French Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text 99.9'
AutoCAD SHX Text 25.6'
AutoCAD SHX Text 46.2'
AutoCAD SHX Text 54.8'
AutoCAD SHX Text 146.1'
AutoCAD SHX Text 80.4'
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 28.7'
AutoCAD SHX Text 49.2'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text Overhang
AutoCAD SHX Text
CURB INLET TOP CURB:722.83' INV. OUT:719.88'
AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'
AutoCAD SHX Text
CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'
AutoCAD SHX Text Curbing
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM:730.74'
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
INV:732.28'
AutoCAD SHX Text
INV:732.60'
AutoCAD SHX Text
INV:732.93'
AutoCAD SHX Text
INV:733.24'
AutoCAD SHX Text
INV:732.32'
AutoCAD SHX Text
INV:731.86'
AutoCAD SHX Text
INV:731.71'
AutoCAD SHX Text
INV:731.58'
AutoCAD SHX Text
SDMH RIM:734.01' INV. IN:731.78' (W) INV. IN:731.85' (E) INV. OUT:729.99'
AutoCAD SHX Text
SDMH RIM:733.58' INV. IN:729.89' INV. OUT:729.81'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text asphalt
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text
INV:732.82'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INV:731.48'
AutoCAD SHX Text DROP INLET RIM:730.43' INV. IN:727.33' (15") INV. IN:727.16' (24") INV. OUT:726.09'
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
MW
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
RCP REINFORCED CONCRETE PIPE
AutoCAD SHX Text
OVERHEAD UTILITIES
AutoCAD SHX Text
ICV
AutoCAD SHX Text
STORM DRAINAGE MANHOLE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
MISC. UTILITY BOX
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
BFP BACKFLOW PREVENTER
AutoCAD SHX Text
TBM TEMPORARY BENCHMARK
AutoCAD SHX Text
EV
AutoCAD SHX Text
EMERGENCY SHUT-OFF VALVE
AutoCAD SHX Text
WATER FAUCET
AutoCAD SHX Text
GATE TELEPHONE
AutoCAD SHX Text
HAZARDOUS WASTE SATELLITE
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
STORM SEWER LINE
AutoCAD SHX Text
GAS SERVICE LINE
AutoCAD SHX Text
COMMUNICATION LINE
AutoCAD SHX Text
TEMPORARY SILT FENCE
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
WV
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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
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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
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54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
C r
D r o p
F a c i l i t y
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
VICINITY MAP
(NOT TO SCALE)
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'
AutoCAD SHX Text
FFE:724.30'
AutoCAD SHX Text
FFE:736.32'
AutoCAD SHX Text
FFE:724.45'
AutoCAD SHX Text
FFE:734.20'
AutoCAD SHX Text
FFE:734.32'
AutoCAD SHX Text
FFE:734.31'
AutoCAD SHX Text
BFP
AutoCAD SHX Text Vault
AutoCAD SHX Text
HVAC
AutoCAD SHX Text 16" Maple
AutoCAD SHX Text 6" Holly
AutoCAD SHX Text
EXISTING BUILDING #5
AutoCAD SHX Text
EXISTING BUILDING #61
AutoCAD SHX Text
EXISTING BUILDING #2
AutoCAD SHX Text
EXISTING STEEL CARPORT
AutoCAD SHX Text
FFE:734.39'
AutoCAD SHX Text 36" Oak
AutoCAD SHX Text Transformer
AutoCAD SHX Text
MW
AutoCAD SHX Text concrete
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
SSMH RIM:723.03' INV. OUT:717.98'
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text
DROP INLET RIM:731.10' BOTTOM:727.98'
AutoCAD SHX Text
EXISTING STEEL BUILDING
AutoCAD SHX Text French Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text 99.9'
AutoCAD SHX Text 25.6'
AutoCAD SHX Text 46.2'
AutoCAD SHX Text 54.8'
AutoCAD SHX Text 146.1'
AutoCAD SHX Text 80.4'
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 28.7'
AutoCAD SHX Text 49.2'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text Overhang
AutoCAD SHX Text
CURB INLET TOP CURB:722.83' INV. OUT:719.88'
AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'
AutoCAD SHX Text
CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'
AutoCAD SHX Text Curbing
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM:730.74'
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
INV:732.28'
AutoCAD SHX Text
INV:732.60'
AutoCAD SHX Text
INV:732.93'
AutoCAD SHX Text
INV:733.24'
AutoCAD SHX Text
INV:732.32'
AutoCAD SHX Text
INV:731.86'
AutoCAD SHX Text
INV:731.71'
AutoCAD SHX Text
INV:731.58'
AutoCAD SHX Text
SDMH RIM:734.01' INV. IN:731.78' (W) INV. IN:731.85' (E) INV. OUT:729.99'
AutoCAD SHX Text
SDMH RIM:733.58' INV. IN:729.89' INV. OUT:729.81'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text asphalt
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text
INV:732.82'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INV:731.48'
AutoCAD SHX Text DROP INLET RIM:730.43' INV. IN:727.33' (15") INV. IN:727.16' (24") INV. OUT:726.09'
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
MW
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
RCP REINFORCED CONCRETE PIPE
AutoCAD SHX Text
OVERHEAD UTILITIES
AutoCAD SHX Text
ICV
AutoCAD SHX Text
STORM DRAINAGE MANHOLE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
MISC. UTILITY BOX
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
BFP BACKFLOW PREVENTER
AutoCAD SHX Text
TBM TEMPORARY BENCHMARK
AutoCAD SHX Text
EV
AutoCAD SHX Text
EMERGENCY SHUT-OFF VALVE
AutoCAD SHX Text
WATER FAUCET
AutoCAD SHX Text
GATE TELEPHONE
AutoCAD SHX Text
HAZARDOUS WASTE SATELLITE
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
STORM SEWER LINE
AutoCAD SHX Text
GAS SERVICE LINE
AutoCAD SHX Text
COMMUNICATION LINE
AutoCAD SHX Text
TEMPORARY SILT FENCE
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
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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
P r o j e c t
N o
F
J R
P
C h a r l o t s e
C
D I A
N
C
N o r r o l i n a
A i r
N a t i o n a l
G u a r d
C
B
A
D
C
B
A
54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
C r
D r o p
F a c i l i t y
C-103A
SITE PLAN
MARCH 3, 2021
MV
MV
LP
D W
G
N
A M
E
P
F
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F
A C
I L I T
Y
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C A
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W I N
G S
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I V
I L D
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W I N
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A T
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O E
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A T
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A
M
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WV
U
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W W
E
111 Wood Ave South Iselin, NJ 08830-4112
973.379.3400 | mottmac.com
SITE PLAN
VICINITY MAP
(NOT TO SCALE)
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'
AutoCAD SHX Text
FFE:724.30'
AutoCAD SHX Text
FFE:736.32'
AutoCAD SHX Text
FFE:724.45'
AutoCAD SHX Text
FFE:734.20'
AutoCAD SHX Text
FFE:734.32'
AutoCAD SHX Text
FFE:734.31'
AutoCAD SHX Text
BFP
AutoCAD SHX Text Vault
AutoCAD SHX Text
HVAC
AutoCAD SHX Text 16" Maple
AutoCAD SHX Text 6" Holly
AutoCAD SHX Text
EXISTING BUILDING #5
AutoCAD SHX Text
EXISTING BUILDING #61
AutoCAD SHX Text
EXISTING BUILDING #2
AutoCAD SHX Text
EXISTING STEEL CARPORT
AutoCAD SHX Text
FFE:734.39'
AutoCAD SHX Text 36" Oak
AutoCAD SHX Text Transformer
AutoCAD SHX Text
MW
AutoCAD SHX Text concrete
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
SSMH RIM:723.03' INV. OUT:717.98'
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text
DROP INLET RIM:731.10' BOTTOM:727.98'
AutoCAD SHX Text
EXISTING STEEL BUILDING
AutoCAD SHX Text French Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text 99.9'
AutoCAD SHX Text 25.6'
AutoCAD SHX Text 46.2'
AutoCAD SHX Text 54.8'
AutoCAD SHX Text 146.1'
AutoCAD SHX Text 80.4'
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 28.7'
AutoCAD SHX Text 49.2'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text Overhang
AutoCAD SHX Text
CURB INLET TOP CURB:722.83' INV. OUT:719.88'
AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'
AutoCAD SHX Text
CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'
AutoCAD SHX Text Curbing
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM:730.74'
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
INV:732.28'
AutoCAD SHX Text
INV:732.60'
AutoCAD SHX Text
INV:732.93'
AutoCAD SHX Text
INV:733.24'
AutoCAD SHX Text
INV:731.58'
AutoCAD SHX Text
SDMH RIM:734.01' INV. IN:731.78' (W) INV. IN:731.85' (E) INV. OUT:729.99'
AutoCAD SHX Text
SDMH RIM:733.58' INV. IN:729.89' INV. OUT:729.81'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text asphalt
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text
INV:732.82'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INV:731.48'
AutoCAD SHX Text DROP INLET RIM:730.43' INV. IN:727.33' (15") INV. IN:727.16' (24") INV. OUT:726.09'
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
MW
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
RCP REINFORCED CONCRETE PIPE
AutoCAD SHX Text
OVERHEAD UTILITIES
AutoCAD SHX Text
ICV
AutoCAD SHX Text
STORM DRAINAGE MANHOLE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
MISC. UTILITY BOX
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
BFP BACKFLOW PREVENTER
AutoCAD SHX Text
TBM TEMPORARY BENCHMARK
AutoCAD SHX Text
EV
AutoCAD SHX Text
EMERGENCY SHUT-OFF VALVE
AutoCAD SHX Text
WATER FAUCET
AutoCAD SHX Text
GATE TELEPHONE
AutoCAD SHX Text
HAZARDOUS WASTE SATELLITE
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
STORM SEWER LINE
AutoCAD SHX Text
GAS SERVICE LINE
AutoCAD SHX Text
COMMUNICATION LINE
AutoCAD SHX Text
TEMPORARY SILT FENCE
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
WV
GV
GV
GV
W
V
CO
CO
WV
G
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E
WV
G
T
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E
SS
W W
W W
W W
W
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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
P r o j e c t
N o
F
J R
P
C h a r l o t s e
C
D I A
N
C
N o r r o l i n a
A i r
N a t i o n a l
G u a r d
C
B
A
D
C
B
A
54321
4930 MINUTEMAN WAY
CHARLOTTE, NC 28208
C
C o n v e r s i o n
C r
D r o p
F a c i l i t y
C-110A
UTILITY PLAN
MARCH 3, 2021
MV
MV
LP
D W
G
N
A M
E
P
F
O
P
F
A C
I L I T
Y
N
C A
N G
D
R A
W I N
G S
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M D
C
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I L D
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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.
VICINITY MAP
(NOT TO SCALE)
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'
AutoCAD SHX Text
FFE:724.30'
AutoCAD SHX Text
FFE:736.32'
AutoCAD SHX Text
FFE:724.45'
AutoCAD SHX Text
FFE:734.20'
AutoCAD SHX Text
FFE:734.32'
AutoCAD SHX Text
FFE:734.31'
AutoCAD SHX Text
BFP
AutoCAD SHX Text Vault
AutoCAD SHX Text
HVAC
AutoCAD SHX Text 16" Maple
AutoCAD SHX Text 6" Holly
AutoCAD SHX Text
EXISTING BUILDING #5
AutoCAD SHX Text
EXISTING BUILDING #61
AutoCAD SHX Text
EXISTING BUILDING #2
AutoCAD SHX Text
EXISTING STEEL CARPORT
AutoCAD SHX Text
FFE:734.39'
AutoCAD SHX Text 36" Oak
AutoCAD SHX Text Transformer
AutoCAD SHX Text
MW
AutoCAD SHX Text concrete
AutoCAD SHX Text
STAIRS
AutoCAD SHX Text
SSMH RIM:723.03' INV. OUT:717.98'
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text Jersey Barriers
AutoCAD SHX Text
DROP INLET RIM:731.10' BOTTOM:727.98'
AutoCAD SHX Text
EXISTING STEEL BUILDING
AutoCAD SHX Text French Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text French Drain
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text 99.9'
AutoCAD SHX Text 25.6'
AutoCAD SHX Text 46.2'
AutoCAD SHX Text 54.8'
AutoCAD SHX Text 146.1'
AutoCAD SHX Text 80.4'
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
BRICK WALL
AutoCAD SHX Text
CONCRETE WALL
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text Curbing
AutoCAD SHX Text concrete
AutoCAD SHX Text concrete
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 12.0'
AutoCAD SHX Text 28.7'
AutoCAD SHX Text 49.2'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text Overhang
AutoCAD SHX Text
CURB INLET TOP CURB:722.83' INV. OUT:719.88'
AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'
AutoCAD SHX Text
CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'
AutoCAD SHX Text Curbing
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
12" RCP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BOTTOM:730.74'
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
INV:732.28'
AutoCAD SHX Text
INV:732.60'
AutoCAD SHX Text
INV:732.93'
AutoCAD SHX Text
INV:733.24'
AutoCAD SHX Text
INV:731.58'
AutoCAD SHX Text
SDMH RIM:734.01' INV. IN:731.78' (W) INV. IN:731.85' (E) INV. OUT:729.99'
AutoCAD SHX Text
SDMH RIM:733.58' INV. IN:729.89' INV. OUT:729.81'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text asphalt
AutoCAD SHX Text Trench Drain
AutoCAD SHX Text
INV:732.82'
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text asphalt
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INV:731.48'
AutoCAD SHX Text DROP INLET RIM:730.43' INV. IN:727.33' (15") INV. IN:727.16' (24") INV. OUT:726.09'
AutoCAD SHX Text
36" CMP
AutoCAD SHX Text
MW
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
TELEPHONE PEDESTAL
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
RCP REINFORCED CONCRETE PIPE
AutoCAD SHX Text
OVERHEAD UTILITIES
AutoCAD SHX Text
ICV
AutoCAD SHX Text
STORM DRAINAGE MANHOLE
AutoCAD SHX Text
ELECTRIC BOX
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
MISC. UTILITY BOX
AutoCAD SHX Text
IRRIGATION CONTROL VALVE
AutoCAD SHX Text
BFP BACKFLOW PREVENTER
AutoCAD SHX Text
TBM TEMPORARY BENCHMARK
AutoCAD SHX Text
EV
AutoCAD SHX Text
EMERGENCY SHUT-OFF VALVE
AutoCAD SHX Text
WATER FAUCET
AutoCAD SHX Text
GATE TELEPHONE
AutoCAD SHX Text
HAZARDOUS WASTE SATELLITE
AutoCAD SHX Text
SANITARY SEWER LINE
AutoCAD SHX Text
WATER LINE
AutoCAD SHX Text
STORM SEWER LINE
AutoCAD SHX Text
GAS SERVICE LINE
AutoCAD SHX Text
COMMUNICATION LINE
AutoCAD SHX Text
TEMPORARY SILT FENCE
AutoCAD SHX Text
ELECTRIC LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text I-85
AutoCAD SHX Text
SITE
AutoCAD SHX Text Exit 10A
AutoCAD SHX Text I-485
AutoCAD SHX Text Exit 9
AutoCAD SHX Text US HWY 29/74 Wilkinson Blvd
AutoCAD SHX Text Billy Graham Pkwy
AutoCAD SHX Text Morris Field Dr
AutoCAD SHX Text 1st Flight Dr
AutoCAD SHX Text Minuteman Way
1'-6"
6"
4,500 PSI AIR-
SMOOTH TROWEL FINISH
FINISH GRADE
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
" 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
" Ø CONCRETE ANCHORS
INSTALLATION BRACKETS FOR
ALIGNING AND ANCHORING TRENCH
GRATE 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
" 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
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