W912HN-22-BRA1340_DRAWINGS_VOL1.pdf
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- Solicitation number
- W912HN22B4012
About this file
This document outlines a federal contract opportunity for repair work at Fort Bragg, North Carolina. The U.S. Army Corps of Engineers Savannah District is soliciting bids for project number FA-60002-20 to repair Barracks H4445. The scope of work involves repairing electrical, HVAC, plumbing systems and fixtures, architectural features, interior finishes, fire suppression, mass notification and alarm systems. Additional requirements include repairing interior spaces to comply with Army standards and removing mold. The solicitation number is W912HN22B4012 and bids are due by September 4th, 2022. The contract will be a firm-fixed-price construction contract with a period of performance of 540 calendar days. This opportunity is set aside as 100% for small businesses with a magnitude between $10-25 million. Interested parties should monitor the System for Award Management website for award details and amendments.
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Savannah District
FORT BRAGG, NORTH CAROLINA
REPAIR ENLISTED UPH BARRACKS H4445
FY20, PN 97302 (FA-60002-20)
VOLUME 1 -SITE
AUGUST 2022
of Engineers
US Army Corps
APPROVAL RECOMMENDED:*
APPROVED:*
ENGINEERING DIVISION, CHIEF
REVIEWED BY:*
DATE
DATE
DATE
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
SAVANNAH DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
QUALITY CONTROL/PE/A
DESIGN BRANCH, CHIEFSOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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NO SCALE
FORT BRAGG
NLOCATION MAP FOR
FORT BRAGG CANTONMENT
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BUILDING NUMBER 3-1631
BARRACKS H4445
SEE SHEET GC102
KNOX STREET ACCESS
CONTROL
POINT ALL TRUCKS
HAUL ROUTE (GENERAL)
HAUL ROUTE (RECYCLE)
RECYCLING
AREA
LONGSTREET RD.COOLY RD.
NOTES:
1.) U.S. ARMY CORPS OF ENGINEERS CONTACT INFORMATION: RESIDENT OFFICE BLDG. 3-1933, (478) 926-0298.
2.) THE FORT BRAGG LAMONT CONSTRUCTION AND DEMOLITION (C&D) LANDFILL IS CLOSED AND WILL NOT BE ACCEPTING ANY C&D
WASTE AND ASBESTOS WASTE. ALL DEBRIS MUST BE DISPOSED OF OFF THE INSTALLATION.
3.) THE MUNICIPAL SOLID WASTE (MSW) TRANSFER STATION AT THE LAMONT LANDFILL FACILITY IS CLOSED AND WILL NOT ACCEPT
MSW AT THE FACILITY.
4.) ALL CONTRACTORS SHALL USE A STATE CERTIFIED C&D LANDFILL OR SUB TITLE "D" LANDFILL OFF FORT BRAGG FOR THE DISPOSAL OF C&D WASTE, ASBESTOS WASTE, AND MSW. LANDFILL SHALL BE SUBMITTED, FOR APPROVAL BY THE GOVERNMENT.
5.) THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DATA OF ALL WASTE DISPOSED AND MATERIALS RECYCLED OFF FORT BRAGG.
THE DEPARTMENT OF THE ARMY (DA) AND THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) REQUIRES MONTHLY AND ANNUAL REPORTING OF ALL MATERIALS (WASTE AND RECYCLABLES) MANAGED BY FORT BRAGG. THE FORT BRAGG ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING OFFICE IS RESPONSIBLE FOR COMPILING DATA INTO MONTHLY DIRECTORATE REPORTS TO BE CONSOLIDATED INTO REPORTS FOR THE DA AND THE NC DEQ. A PROVIDED FORM FROM THE SOLID WASTE/RECYCLING OFFICE OR A CONTRACTOR FORM SHALL BE FILLED OUT WITH THE TYPE OF WASTE OR RECYCLED MATERIAL, THE WEIGHT OF THE WASTE/MATERIAL (TONS OR POUNDS) AND THE FACILITY THE WASTE OR RECYCLABLES WERE DELIVERED. THIS INFORMATION IS REQUIRED TO BE SENT TO THE FORT BRAGG SOLID WASTE/RECYCLING OFFICE BY THE SECOND FRIDAY OF EACH MONTH. EMAIL TO JEFF SLOOP AT JEFFERY.W.SLOOP.CTR@MAIL.MIL OR FAX TO (910)396-4188, ATTN: SOLID
WASTE OFFICE.
6.) THE LAMONT LANDFILL FACILITY RECYCLING AREA WILL ACCEPT RECYCLABLE ITEMS:
CONCRETE, BRICK, AND BLOCK
- SHALL BE TESTED AND FREE OF ASBESTOS AND LEAD BASED PAINT TO BE RECYCLED
- SHALL BE NO LARGER THAN 2' BY 2' PIECES OR EQUIVALENT
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD
- SHALL HAVE NO REBAR PROTRUDING OUT OF THE CONCRETE
TREES, LIMBS, AND STUMPS
- SHALL BE CUT TO 6 FEET OR LESS IN LENGTH
- IF THE TREE HAS A LARGE DIAMETER (EX. 3 FT DIA.) IT SHALL BE CUT TO LENGTHS OF 3 FEET OR LESS
- SHALL BE MINIMAL AMOUNT OF DIRT IN LOAD OR IN STUMP ROOTS
- WILL ACCEPT GROUND WOOD CHIPS
- NO TRASH IN LOAD
PALLETS
- SERVICEABLE AND NON-SERVICEABLE PALLETS
SCRAP STEEL AND SCRAP ALUMINUM
- NO ITEMS REQUIRING DEMILITARIZATION ACCEPTED
- NO ITEMS WITH LIQUIDS IN THEM
CARDBOARD TO BE RECYCLED
- A 40 YARD DUMPSTER IS AVAILABLE FOR CARDBOARD
- CARDBOARD CAN BE TAKEN TO THE FORT BRAGG RECYCLING CENTER AT BLDG 3-1240, BUTNER AND REILLY ROADS
- SHALL BE CLEAN OF TRASH, PLASTICS, STYROFOAM, WOOD, METAL, ETC
7.) A LANDFILL USAGE PERMIT, FOR CONTRACTORS, SHALL BE OBTAINED FROM THE DIRECTORATE OF PUBLIC WORKS (DPW), ENVIRONMENTAL COMPLIANCE BRANCH, SOLID WASTE/RECYCLING PROGRAM AT BLDG 3-1137, 910-432-6412. REVIEW THE "SOLID WASTE TRAINING FOR FORT BRAGG LANDFILL USERS" PRESENTATION ON CD OR VISIT THE ENVIRONMENTAL WEBSITE, HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DPW/ENVDIV/ENVBR/PAGES/SOLIDWASTE.ASPX. CONTACT YOUR GOVERNMENT REPRESENTATIVE OR THE SOLID WASTE/RECYCLING PROGRAM AT 910-977-2502, 910-396-3372, OR 910-432-6412 FOR ADDITIONAL GUIDANCE. THE LANDFILL WILL NOT ACCEPT BORROW MATERIAL. EXCESS MATERIAL SHALL BE DISPOSED OF OFF POST.
8.) STATE LAW AND FORT BRAGG REGULATIONS REQUIRE COVERING OF LOADS OF WASTE OR RECYCLABLES TO PREVENT LITTER.
9.) ALL WASTE OR RECYCLABLE MATERIAL LOADS ARE SUBJECT TO INSPECTION OF THEIR CONTENTS WHILE PRESENT ON FORT
BRAGG.
10.) ALL CONSTRUCTION OR DEMOLITION RECYCLABLES (I.E. HVAC UNITS (FREON REMOVED), AIR HANDLERS, PIPING, METAL BEAMS, MOTORS, VALVES, COPPER WIRE, ETC.) ARE THE PROPERTY OF THE GOVERNMENT UNLESS THE CONTRACT SPECIFIES THAT THEY BECOME CONTRACTOR PROPERTY. ITEMS SHALL BE TRANSPORTED TO THE DPW RECYCLING CENTER OR LAMONT ROAD
RECYCLING AREA.
11.) ALL ASPHALT PAVEMENT (INCLUDING MILLED) SHALL BE DISPOSED OF OFF THE INSTALLATION AT THE CONTRACTOR'S EXPENSE.
12.) POST ACCESS CONTROL POINT (ACP) PLAN:
- INFO AND HOURS FOR ACP'S CAN BE FOUND HERE: HTTP://WWW.BRAGG.ARMY.MIL/DIRECTORATES/DES/PAGES/DEFAULT.ASPX
- ALL VEHICLES ARE SUBJECT TO SEARCH, REGARDLESS OF WHETHER THEY HAVE AN AUTOMATED INSTALLATION ENTRY, HAVE
A TEMPORARY PASS, OR HAVE NEITHER. ALL CONTRACTORS COMMERCIAL OR PRIVATELY OWNED VEHICLES REQUIRE
REGISTRATION.
13.) ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE INSTALLATION THROUGH THE KNOX STREET ACCESS CONTROL POINT. SEE SHEET VICINITY MAP. HAUL ROUTE SHOWN IS SUGGESTED, CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
BEST AVAILABLE ROUTE AND SHALL COORDINATE WITH THE COR AS NEEDED.
BARRACKS H4445
SEE LOCATION MAP
SCALE: 1" = 40'
40' 80'0'
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GRUBER ROAD
BARRACKS H-4445
N: 500466.18 E: 2004500.99
N: 500798.42 E: 2004464.00
N: 500682.08 E: 2004040.63
6T H
S
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N: 500722.18 E: 2004480.12
N: 500513.20 E: 2004444.87
N: 500478.57 E: 2004498.38
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H-4350
H-4952
H -4
H-3849H-3743
H-4440
H-4842
LAYDOWN AREA
N: 500526.05 E: 2004401.08 N: 500504.82 E: 2004405.60
N: 500809.81 E: 2004159.44
N: 500711.86 E: 2004180.76
N: 500845.38 E: 2004296.69
N: 500821.68 E: 2004184.80
N: 500709.57 E: 2004420.52
N: 500685.24 E: 2004408.28
N: 500451.67 E: 2004371.18
N: 500439.31 E: 2004373.79
LO
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N: 500459.34 E: 2004087.80
N: 500766.70 E: 2004313.89
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1.) INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY
LAND DISTURBING ACTIVITIES OR REMOVALS.
2.) TOPSOIL SHALL BE SPREAD 4 INCHES THICK ON AREAS IDENTIFIED TO BE GRASSED OR
LANDSCAPED. TOPSOIL MAY NOT BE PILED HIGHER THAN 5 FT IF STOCKPILED ON SITE.
CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF THE ESTABLISHMENT OF
THE SPECIFIED TURF AND LANDSCAPING. APPROVED SOIL AMENDMENTS SHALL BE
ADDED TO MAINTAIN SOIL SUITABILITY.
3.) PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO
PROVIDE A SMOOTH TIE IN OF NEW PAVEMENT. ALL PAVEMENT DEMOLISHED SHALL BE
REMOVED. DEMOLISHED PAVEMENT CANNOT BE REUSED AS BASE COURSE MATERIAL.
4.) SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST
JOINT TO PROVIDE A SMOOTH TIE IN OF NEW SIDEWALKS, CURB AND GUTTER. SAW CUT
EDGES ARE TO BE PROTECTED BY THE CONTRACTOR. DAMAGED EDGES SHALL BE RE-SAWED
TO PROVIDE ONE UNIFORM EDGE, AND THE ADDITIONAL COST SHALL BE BORNE BY THE
CONTRACTOR.
5.) THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLAN SHEETS. THE LIMITS OF
CONSTRUCTION AS SHOWN SHALL BE NOT BE ADJUSTED WITHOUT PRIOR APPROVAL OF THE
CONTRACTING OFFICER'S REPRESENTATIVE (COR).
6.) TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF
UTILITIES SHALL BE COORDINATED WITH THE COR.
7.) BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN SPECIFICATION SECTION
31 00 00, 'EARTHWORK'.
8.) THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL NEAR THE
CONSTRUCTION AREA WITH RAY GOFF AT DPW.
DEMOLITION AND REMOVAL NOTES:
1.) CONTRACTOR STAGING / LAYDOWN AREA WILL BE WITHIN THE CONSTRUCTION LIMITS. SEE SHEET
GC102 FOR LOCATION.
STAGING / LAY DOWN AREAS:
1.) ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY
SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND EFFECTIVELY
DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
DE-WATERING AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE
DRY. ALL FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS ARE IN
PLACE AND BACKFILLED. DE-WATERING OF ANY SURFACE WATER, GROUND WATER TABLE, AND
OR ANY PERCHED WATER CONDITION WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL
BE ACCOMPLISHED BY ANY ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER.
SEE PARAGRAPHS ON DRAINAGE AND DE-WATERING OF EARTHWORK SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS. ALL DE-WATERING EFFLUENT SHALL BE PUMPED THROUGH A SILT
BAG AND INTO A SEDIMENT BASIN, BEFORE LEAVING SITE.
2.) ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
3.) SEE FINAL EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR PERMANENT GRASSING
ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.
4.) ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS. EXTEND
WATERTIGHT JOINTS FROM EDGES OF PAVEMENT AT A MINIMUM RATIO OF 3 HORIZONTAL AND 1
VERTICAL COMPARED TO THE DEPTH OF THE INVERT OF THE SUBJECT PIPE.
5.) ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE PLAN SHEETS.
6.) THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES TO BE
INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES SHALL BE
CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF
OTHER DISCIPLINES.
7.) THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE
LOCATIONS WHERE NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.
8.) CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATION OF UNDERGROUND DRAINAGE AND
UTILITIES PRIOR TO CONSTRUCTION.
9.) FINISHED FLOOR ELEVATIONS ARE SHOWN ON THE DRAWINGS.
GRADING AND STORM DRAINAGE NOTES:
1.) COMMUNICATION: DEPARTMENT OF PUBLIC WORKS (DPW)
2.) ELECTRIC: SANDHILLS UTILITY SERVICE (SUS) JOHN JONES (910) 396-4286
3.) NATURAL GAS: PIEDMONT NATURAL GAS JAMES COOK (910) 396-6368
4.) WATER: AMERICAN STATES UTILITY SERVICES (ASUS) NATHAN HURST (910) 908-4447
5.) SEWER: OLD NORTH UTILITY SERVICES, INC.(ONUS) KEVIN MCLAUGHLIN (910) 495-1311
6.) STORM DRAIN: DEPARTMENT OF PUBLIC WORKS (DPW) KENNETH McMILLAN (910) 907-5325
UTILITY PROVIDERS:
1. REMOVAL, REPLACEMENT, RELOCATION, AND/OR MODIFICATION TO EXISTING UTILITIES, MAINTAINED BY A PRIVATIZED UTILITY COMPANY, WILL BE COMPLETED BY THAT PRIVATIZED UTILITY COMPANY.
2. SEE MECHANICAL / PLUMBING SHEETS FOR LOCATIONS OF DOMESTIC WATER SERVICE, FIRE
SERVICE, AND SANITARY SEWER BUILDING CONNECTIONS.
3. AMERICAN STATES UTILITY SERVICES (ONUS) IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE SANITARY SEWER, DOMESTIC WATER, AND FIRE SERVICE.
4. PIEDMONT NATURAL GAS IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND MAINTAINING SITE
NATURAL GAS SERVICE.
5. SANDHILLS UTILITY SERVICES (SUS) IS RESPONSIBLE FOR DESIGNING, CONSTRUCTING, AND
MAINTAINING SITE ELECTRICAL.
UTILITY NOTES:
1.) PROJECT SHALL COMPLY WITH ALL UFC, ABA/ADA, IBC, NFPA, AND FORT BRAGG DESIGN GUIDELINES, REQUIREMENTS, CODES, AND REGULATIONS.
GENERAL NOTES:
1.) CONTRACTOR SHALL SUBMIT AND IMPLEMENT A TRAFFIC CONTROL PLAN (TCP) AND PUBLIC NOTICE FLYERS TO ALERT THE LOCAL PUBLIC PRIOR TO CONSTRUCTION FOR WORK ALONG GRUBER ROAD.
THE TCP MUST BE SIGNED AND STAMPED BY A LICENSED TRAFFIC ENGINEER IN THE STATE OF NORTH CAROLINA AND COMPLY WITH THE ALL APPLICABLE UFC'S AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S GUIDELINES AS WELL AS BASE TRAFFIC CONTROL STAFF CRITERIA. CONTACT RAY GOFF AT (910) 907-1759 FOR BASE TRAFFIC CONTROL CRITERIA AND RECOMMENDATIONS.
TRAFFIC CONTROL:
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ASPHALT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
FIRE HYDRANT
STRUCTURES
TREES
CONCRETE CURB & GUTTER
NEWTO BE REMOVED A/C
E
W
W
CB
CO
PB
E E
SS SS
SD SD
DI
GAS
AIR CONDITIONER
BOLLARD
CATCH BASIN
COMMUNICATION WITNESS POST
DROP INLET
ELECTRIC PULL BOX
ELECTRIC TRANSFORMER
FIRE HYDRANTS
GAS VALVE
GUY WIRE
LIGHT POLES
MANHOLE - COMMUNICATIONS
MANHOLE - ELECTRIC
MANHOLE - SEWER
MANHOLE - STORM DRAIN
POWER POLE
SEWER CLEANOUT
SIGN
SURVEY CONTROL POINT
TELEPHONE PEDESTAL
TREES/BUSHES
WATER METER
WATER VALVES
T T
123 123
PROPOSED WORK SYMBOLS
W W
EXISTING SYMBOLS LINE TYPES
IE INVERT ELEVATION
LOC LIMITS OF CONSTRUCTION
LOD LIMITS OF DISTURBANCE
LP LOW POINT
MP MULTI-PURPOSE POND
NIC NOT IN CONTRACT
NTP NOTICE TO PROCEED
PI POINT OF INTERSECTION
POB POINT OF BEGINNING
POC POINT ON CURVE
POD POINT OF DEMARCATION
POE POINT OF ENDING
PVMT PAVEMENT
RCP REINFORCED CONCRETE PIPE
RR RAILROAD
SDMH STORM DRAIN MANHOLE
SSCO SANITARY SEWER CLEANOUT
SSMH SANITARY SEWER MANHOLE
SS SANITARY SEWER
STD STANDARD
STR STORM STRUCTURE
TC TOP OF CONCRETE
TP TOP OF PAVEMENT
TS TOP OF STAIRS
TW TOP OF WALK / WALL
XSECT CROSS SECTION
AC ASPHALT CONCRETE
ATFP ANTI TERRORISM FORCE PROTECTION
BC BEGINNING OF CURVE
BIO BIO RETENTION AREA
BM BENCHMARK
BMP BEST MANAGEMENT PRACTICE
BOC BACK OF CURB
BRK LN STORM WATER BREAK LINE
BRK PT STORM WATER BREAK POINT
BS BOTTOM OF STAIRS
BTM BOTTOM
CGS CURB, GUTTER, SIDEWALK
CMP CORRUGATED METAL PIPE
COR CONTRACTING OFFICER'S REPRESENTATIVE
CP CONTROL POINT
CR CROWN
DBH DIAMETER AT BREAST HEIGHT
DFAC DINING FACILITY
DI DRAIN INLET
DPW DIRECTORATE OF PUBLIC WORKS
DS DOWNSPOUT
EC END OF CURVE
ECB EROSION CONTROL BLANKET
ELEV ELEVATION
EP EDGE OF PAVEMENT
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT ASSEMBLY
FL FLOW LINE
FP FINISHED PAD
H/C HANDICAP
W
ATFP BOUNDARY
CONSTRUCTION LIMITS
CONTOUR LINE- EXISTING
CONTOUR LINE - PROPOSED
DIRT TRAIL
DRAINAGE SWALE
ELECTRICAL CONDUIT
FENCE - EXISTING
FENCE - PROPOSED
FENCE - TEMPORARY
FIRE WATER
GRAVEL ROAD
SANITARY SEWER PIPE
STORM DRAIN PIPE
TELEPHONE CONDUIT
TREES OR BUSHES
WATER PIPE
WATERSHED BOUNDARY
CHILLED WATER
HOT WATER
XX XX
T
FW FW
ABBREVIATIONS
COMM
E
SS
SD
CW CW
HW HW
123 123
CP # 4
275.758
CP # 5
275.139
274.853 Edge of Asphalt
274.878 Edge of Asphalt
274.731
Edge of Asphalt
274.771
Edge of Asphalt
274.744
Edge of Asphalt
274.741
Edge of Asphalt
274.559
Edge of Asphalt
274.692
UNKN
274.662
UNKN
274.465
Edge of Asphalt
274.622
Edge of Asphalt
274.477
Edge of Asphalt
274.714
Edge of Asphalt
274.727
UNKN
274.822
UNKN
273.746
Edge of Asphalt
273.720
Edge of Asphalt
273.699
Edge of Asphalt
273.411 Edge of Asphalt
273.536
UNKN
UNKN273.514
Edge of Asphalt
273.416
UNKN54
273.452
UNKN
274.370
UNKN OBJ.
274.411
CHAIN LINK FENCE
274.279
Edge of Asphalt
274.281
Edge of Asphalt
274.676
CHAIN LINK FENCE
274.711
UNKN OBJ.
274.607
UNKN
274.871
UNKN
274.715
UNKN
275.219
CHAIN LINK FENCE
274.980
Edge of Asphalt
273.933
Edge of Asphalt
273.386
Edge of Asphalt
274.560
CHAIN LINK FENCE
274.200
UNKN OBJ.
274.371
UNKN
274.253
UNKN
274.289
UNKN
274.493
CHAIN LINK FENCE
274.440
CHAIN LINK FENCE
273.887
UNKN OBJ.
274.040
UNKN
274.292
UNKN
274.142
UNKN
273.811
UNKN
273.893
UNKN
273.862
UNKN
274.275
UNKN
274.308
UNKN
274.087
UNKN
273.968
UNKN 142
274.363
UNKN
274.075
UNKN
273.956
UNKN
274.229
UNKN
274.093
UNKN
273.923
UNKN 148
273.969
UNKN
274.119
UNKN150
274.363
UNKN
274.213
UNKN
S SSMH
RIM: 276.46
273.498
SWALE (top)
273.086
SWALE (cl)
273.623
SWALE (top)
273.674
SWALE (top)
273.436
SWALE (cl)
274.068
SWALE (top)
274.158
SWALE (top)
272.474
SWALE (cl)
273.655
SWALE (top)
272.663
SWALE (cl)
SSSMH
RIM: 276.43
273.968
SWALE (cl)
274.311 SWALE (top)
274.451
SWALE (top)
274.460
UNKN
274.270
UNKN
274.492
UNKN
274.478
UNKN
274.470
UNKN
274.442
UNKN
274.603
UNKN
274.599
UNKN
275.921
CSW
276.138
CSW
277.003
CSW
277.118
CSW
276.218
CSW
276.527
CSW
277.365
CSW
277.282
CSW
276.527
CSW
276.531
CSW
277.266
CSW
277.901
CSW
277.281
CSW
276.728
CSW
276.333
CSW
276.616
CSW
276.378
CSW
LIGHT POLE343
276.382
CSW
276.518
CSW
276.422
CSW
276.388
CSW
276.687
CSW
276.856
CSW
277.072
CSW
276.861
CSW
277.119
BRICK WALL
277.119
BRICK WALL
277.115
BRICK WALL
276.968
BRICK WALL
276.985
BRICK WALL
277.101
BRICK WALL
277.085
BRICK WALL
277.067
BRICK WALL
277.007
BRICK WALL
277.106
BRICK WALL
277.078
BRICK WALL
277.471
CSW
277.053
BRICK WALL
277.069
BRICK WALL
277.280
CSW
277.039
BRICK WALL
276.887
CSW
277.069
CSW
277.058
BRICK WALL
277.085
CSW
277.115
CSW
277.062
CSW
277.057
CSW
277.572
CSW
277.111
CSW
277.132
CSW
276.927
CSW 380
276.829
CSW
276.845
CSW
277.096
CSW
277.287
CSW
277.112
CSW
276.692
CSW
276.588
CSW
276.504
ELECT. TRANS. (edge)
276.559
ELECT. TRANS. (edge)
276.495 ELECT. TRANS. (edge)
276.485
COMM. BOX (edge)
276.480
COMM. BOX (edge)
276.547
COMM. BOX (edge)
276.374
EDGE CTV BOX
SPOT LIGHT
(Typ.)
276.502
CSW
276.890
CSW
276.450
CSW
LIGHT POLE(Typ.)
S
SSMH
RIM: 276.01
276.500
CSW415
276.091
CSW
276.317
CSW
LIGHT POLE
(Typ.)
276.526
CSW
277.414
CSW
277.610
CSW
277.738
CSW
276.575
CSW
276.686
CSW
276.853
CSW
276.899
CSW
276.867
CSW
276.607
CSW
276.604
CSW
276.463
CSW
276.561
CSW
276.543
CSW
276.772
CSW
276.812
CSW
277.068
CSW
277.478
CSW
277.591
CSW
277.583
CSW
277.460
CSW
277.445
CSW
277.500
CSW
277.631
CSW446
277.705
CSW
277.703
CSW 448
277.477
CSW
277.542
CSW450
277.552
CSW
277.591
UNKN
277.593
UNKN
277.598
UNKN
LIGHT POLE
277.892
CSW
WATER VALVE
FIRE HYDRANT
277.631
CSW
276.876
CSW
276.541
CSW
276.436
CSW
276.715
CSW
276.708
CSW
276.699
CSW
276.597
CSW
276.500
CSW
276.597
CSW
276.556
CSW
277.596
CSW
276.633
CSW
276.662
CSW
276.616
CSW
276.638
CSW
276.464
CSW
276.505
CSW
276.914
CSW
276.935
CSW
276.801
CSW
276.607
CSW
276.973
CSW
276.648
CSW
276.685
CSW
276.797
CSW
276.659
CSW
276.412
CSW
WATER VALVE(Typ.)
FIRE HYDRANT
276.444
CSW
276.353
CSW
BOLLARD
(Typ.)
276.330
CSW
276.232
CSW
274.785
CSW
274.183
CSW
273.557
CSW
273.462
CSW
273.974
CSW
274.937
CSW
276.247
CSW
276.288
CSW
276.424
CSW
276.394
CSW
276.382
CSW
276.407
CSW
276.317
CSW
276.213
CSW
276.091
CSW
276.124
CSW
276.101
CSW
275.902
CSW
275.985
CSW
275.792
CSW
276.349
TOP WALL
276.355
TOP WALL
276.540
TOP WALL
276.566
TOP WALL
276.403
CSW
276.542
CSW
276.242
CSW
276.116
UNKN
276.192
UNKN
276.104
UNKN
276.019
UNKN
276.088
UNKN
276.104
UNKN
276.110
UNKN
276.097
UNKN
275.989
UNKN
275.960
UNKN 613
275.584
TOE SLOPE
275.667
TOE SLOPE
275.748
TOE SLOPE
275.764
TOE SLOPE
275.760
TOE SLOPE
275.864
TOP SLOPE
275.970
TOP SLOPE
275.966
TOP SLOPE624
275.889
TOP SLOPE
276.019
TOP SLOPE
275.978
TOP SLOPE
275.902
TOP SLOPE
275.855
TOP SLOPE
275.515
TOE SLOPE
275.413
TOE SLOPE
275.379
TOE SLOPE
276.192
CSW
276.408
CSW
276.586
CSW
276.844
CSW
276.382
CSW
277.112
BRICK WALL
276.828
BRICK WALL
277.227
BRICK WALL
277.412
BRICK WALL
277.364
BRICK WALL
277.159
BRICK WALL
277.322
ELECT. TRANS. (edge)
277.475
ELECT. TRANS. (edge)
277.425
ELECT. TRANS. (edge)
276.509
ELECT. TRANS. (edge)
276.512
ELECT. TRANS. (edge)
276.306
ELECT. TRANS. (edge)
276.237
CSW
276.167
CSW
276.211
CSW
276.373
CSW
276.376
CSW
275.877
UNKN OBJ.
276.027
CSW
276.197
CSW
276.605
CSW
276.639
CSW
276.295
CSW
275.883
CSW
275.769
CSW
275.963
CSW
275.713
CSW
275.655
CSW
275.661
CSW
275.539
CSW
275.518
CSW
275.763
TOP SLOPE
275.700
TOP SLOPE
275.546
TOP SLOPE
275.646
TOP SLOPE
275.646
TOP SLOPE
275.623
TOP SLOPE
275.617
TOP SLOPE
275.805
TOP SLOPE
275.408
CSW
275.903
CSW
275.725
CSW
275.701
CSW
274.967
TOE SLOPE
274.848
TOE SLOPE
274.669
TOE SLOPE
274.952
TOE SLOPE
FIRE HYDRANT
(Typ.)
275.543
CSW
275.698
CSW
276.735
CSW
276.542
CSW
275.703
CSW
275.736
CSW
276.707
CSW
276.721
CSW
LIGHT POLE
(Typ.) 743
276.843
CSW
276.758
CSW
275.657
CSW
275.647
CSW
275.550
CSW
276.466
CSW
276.233
CSW
275.610
UNKN OBJ.
275.480
CSW
275.327
CSW
274.681
CSW
275.142
CSW
275.114
CSW
275.173
CSW
275.058
CSW
275.021
CSW
274.214
CSW
274.200
CSW
273.923
CSW
273.794
CSW
273.838
CSW
273.952
CSW
273.820
CSW
LIGHT POLE(Typ.)
273.728
CSW
273.767
CSW
274.034
CSW
273.457
CSW
275.756
UNKN OBJ.
275.838
UNKN OBJ.
276.119
UNKN OBJ.
UTILITY POLE
273.278
TBC
272.928
BFC
272.987
GUTTER
273.879
YELLOW STRIPE
273.346
TBC
273.018
BFC
273.040
BFC
273.398
TBC
273.494
TBC
273.418
BFC
273.040
BFC
273.110
BFC
273.268
GUTTER
273.459
TBC
274.080
YELLOW STRIPE
273.591
TBC
273.206
BFC
273.546
TBC
273.550
TBC
273.247
GUTTER
273.823
TBC
273.335
BFC
273.222
GUTTER
274.320
YELLOW STRIPE
274.152
TBC
273.765
BFC
273.740
GUTTER
274.611
YELLOW STRIPE
274.388
TBC
273.942
BFC
273.997
GUTTER
274.831
YELLOW STRIPE
274.517
TBC
273.984
BFC
273.692
BFC
274.309
TBC
274.254
TBC
274.274
TBC
273.530
BFC
273.510
BFC
273.491
BFC
274.283
TBC
274.417
TBC
273.742
BFC
274.509
TBC
273.980
BFC
274.080
GUTTER
275.032
YELLOW STRIPE
275.081
UNKN OBJ.
275.183
UNKN OBJ.
274.876
UNKN OBJ.
274.709
TBC
274.274
BFC
274.356
GUTTER
275.298
YELLOW STRIPE
275.244
TBC
274.848
BFC
274.906
GUTTER
275.777
YELLOW STRIPE
276.151
TBC
275.676
BFC
275.755
GUTTER
276.671
YELLOW STRIPE
275.575
GUTTER
275.518
BFC
275.967
TBC
274.855
TBC
274.442
BFC
274.470
GUTTER
274.323
TBC
273.893
BFC
273.865
GUTTER
274.168
TBC
273.725
BFC
273.376
BFC
274.095
TBC
273.269
THROAT OF SDCB
273.753
GUTTER
273.318
BFC
274.032
TBC
274.257
TBC
273.760
BFC
273.786
GUTTER
274.116
TBC
273.684
BFC
273.661
GUTTER
273.508
GUTTER
273.535
BFC
273.921
TBC
273.523
TBC
273.120
BFC
273.170
GUTTER
272.900
GUTTER
272.825
BFC
273.288
TBC
273.146
TBC
272.709
BFC
272.714
GUTTER
274.193
TOE SLOPE
274.309
TOE SLOPE
274.521
TOE SLOPE
274.421
TOE SLOPE895
274.492
TOE SLOPE
274.538
TOE SLOPE
274.352
TOE SLOPE
274.337
TOE SLOPE
274.229
TOE SLOPE
274.204
TOE SLOPE
274.264
TOE SLOPE
276.071
TOP SLOPE
276.082
TOP SLOPE
275.851
TOP SLOPE
275.719
TOP SLOPE
276.287
TOP SLOPE
274.651
TOE SLOPE
274.783
TOE SLOPE
274.739
TOE SLOPE
274.949
TOE SLOPE
275.357
TOE SLOPE912
275.128
TOE SLOPE913
275.248
TOE SLOPE
275.051
TOE SLOPE
274.986
TOE SLOPE
274.928
TOE SLOPE 917
274.667
TOE SLOPE
275.701
TOP SLOPE
276.009
TOP SLOPE
276.202
TOP SLOPE
276.622
TOP SLOPE
277.275
TOP SLOPE
275.371
TOE SLOPE
275.656
TOE SLOPE
276.150
TOE SLOPE
276.338
TOE SLOPE927
276.635
TOE SLOPE
276.795
TOE SLOPE929
276.511
TOE SLOPE930
276.329
TOE SLOPE
276.176
TOE SLOPE
276.120
TOE SLOPE
275.883
TOE SLOPE
275.662
TOE SLOPE
277.491
TOP SLOPE
278.345
TOP SLOPE
277.635
TOP SLOPE
277.609
TOP SLOPE
278.785
TOP SLOPE
279.552
TOP SLOPE
277.947
TOE SLOPE
277.470
TOE SLOPE
277.261
TOE SLOPE
277.165
TOE SLOPE
276.911
TOE SLOPE
277.256
TOE SLOPE
277.704
TOE SLOPE
277.924
TOE SLOPE
278.915
TOP SLOPE
278.553
TOP SLOPE
280.037
TOP SLOPE
280.090
TOP SLOPE
277.297
CSW
277.366
CSW
277.577
UNKN OBJ.
277.016
TOE SLOPE
276.868
TOE SLOPE
276.769
TOE SLOPE
276.890
TOE SLOPE
277.397
CSW
277.397
CSW
277.346
CSW
DSDSDS
276.787
CSW
277.425
UNKN OBJ.
276.781
CSW
276.884
UNKN OBJ.
276.896
UNKN OBJ.
CO
277.812
UNKN OBJ. 1080
277.238
UNKN OBJ.
277.237
UNKN OBJ.
276.821
CSW
276.856
CSW
277.485
UNKN OBJ.
276.785
CSW
277.356
UNKN OBJ.
277.383
UNKN OBJ.
D SDDI 0.65' DIAM.RIM: 274,72
276.698
CSW
276.716
UNKN
276.683
UNKN
G GAS METER
277.240
UNKN OBJ.
277.241
UNKN OBJ.
CO
CO
276.604
3" PVC PIPE INVERT
277.504
UNKN OBJ.
276.840
CSW
276.806
CSW
CO
277.520
UNKN OBJ.
276.916
TOE SLOPE
277.597
TOE SLOPE
277.648
TOE SLOPE
277.839
TOE SLOPE
277.280
TOE SLOPE
276.803
TOE SLOPE
278.210
TOP SLOPE
278.541
TOP SLOPE
279.058
TOP SLOPE
279.023
TOP SLOPE
276.307
TOE SLOPE
276.353
TOE SLOPE
276.824
CSW
CO
276.911
UNKN OBJ.
276.886
UNKN OBJ.
277.591
UNKN OBJ.
CO
277.408
UNKN OBJ.
277.416
UNKN OBJ.
276.670
CSW1246
276.749
CSW
276.722
CSW
276.762
CSW
276.885
CSW
276.922
CSW
276.940
CSW
276.829
CSW
276.831
CSW
276.751
CSW
276.707
CSW
CO
277.084
TOE SLOPE
277.260
TOE SLOPE
277.014
TOE SLOPE
276.930
TOE SLOPE
276.990
TOE SLOPE
276.956
TOE SLOPE
277.064
TOE SLOPE
276.823
TOE SLOPE
276.506
TOE SLOPE
276.376
TOE SLOPE
276.392
TOE SLOPE
276.331
TOE SLOPE
278.912
TOP SLOPE
279.343
TOP SLOPE
279.271
TOP SLOPE
279.352
TOP SLOPE
279.033
TOP SLOPE
278.947
TOP SLOPE
278.611
TOP SLOPE
277.131
TOE SLOPE
276.851
TOE SLOPE
276.817
TOE SLOPE
276.335
TOE SLOPE
276.260
TOE SLOPE
276.049
TOE SLOPE
CO
CO
277.577
UNKN OBJ.
277.582
UNKN OBJ.1341
277.557
UNKN OBJ.
277.297
UNKN OBJ.
277.297
UNKN OBJ.
CO
CO
276.730
CSW
276.768
CSW
276.762
CSW
276.698
CSW
276.745
CSW
277.653
UNKN OBJ.
276.749
CSW
276.779
CSW
276.722
CSW
277.648
UNKN OBJ.
277.679
UNKN OBJ.
277.482
UNKN OBJ.
277.487
UNKN OBJ.
276.678
CSW
276.751
CSW
276.761
CSW
CP # 1488
276.556
CO 1501
277.205
UNKN OBJ.
277.202
UNKN OBJ.
277.260
UNKN OBJ.
277.618
UNKN OBJ.
277.579
UNKN OBJ.
276.697
CSW
276.732
CSW
CO
CO
277.278
UNKN OBJ.
277.267
UNKN OBJ.
277.246
UNKN OBJ.
276.883
TOP SLOPE
276.850
TOP SLOPE
276.840
TOP SLOPE
276.891
TOP SLOPE
CO
275.461
TOE SLOPE
275.611
TOE SLOPE
275.465
TOE SLOPE
274.454
TOE SLOPE
274.961
TOE SLOPE
275.303
TOE SLOPE
275.529
TOE SLOPECO
276.761
CSW
277.427
UNKN OBJ.
276.702
CSW
CO
CP # 1637
277.224
CP # 1638277.129
277.110
UNKN OBJ.
277.147
UNKN OBJ.
277.141
UNKN OBJ.
CO
277.093
UNKN OBJ.
277.067
UNKN OBJ.
CO
X X
X X
XX
X
X X
DS
DS
DS
CONCRETE CURBAND GUTTER(Typ.).
8" DECIDUOUS TREE
CONCRETE SIDEWALK
(Typ.)
BASKETBALL COURT
BASKETBALL COURT
BASKETBALL COURT
DIP BARS
EXERCISE EQUIPMENT
CONNEX (Typ.)
TOE OF SLOPE
(Typ.)
TOP OF SLOPE
(Typ.)
DOUBLE YELLOWLANE LINE (Typ.)
BRICK PAVER
PLANTER
WOOD PLANTER
(Typ.)
CHAINLINK FENCE
(Typ.)
BLD
G
. N O
. 4842
1 STO
R
Y BR
IC
K
GRUBER ROAD
STATIC LINETRAININGEQUIPMENT
DS
DS DS
DS DS
DS DS
DS
24" DECIDUOUS TREE 27" DECIDUOUS TREE
12" DECIDUOUS TREE
DS
40" DECIDUOUS TREE
13" DECIDUOUS TREE
15" DECIDUOUS TREE
DS
DS
13" DECIDUOUS TREE
14" DECIDUOUS TREE
24" DECIDUOUS TREE
BRICK PLANTER
PULLUP
BARS
CONCRETE CURBAND GUTTER(Typ.).
D
BOLLARDATTACHMENTSLEEVE (Typ.)
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
GRANITE MONUMENT
GRANITE MONUMENT
BRICK WALL
(Typ.)
BASKETBALL GOAL
POST (Typ.)
BASKETBALL GOAL
POST (Typ.)
RAILROAD TIE
RETAINING WALL
RUBBER MULCH
CONCRETE PAD
WITH STEPS
LANDSCAPE
TIMBER COPING
WOOD PLANTER
(Typ.)
COMM.
SERVICE
BOX
ASPHALT
(Typ.)
CONCRETE
(Typ.)
18" DECIDUOUS TREE18" DECIDUOUS TREE
14" DECIDUOUS TREE12" DECIDUOUS TREE
24" DECIDUOUS TREE
21" DECIDUOUS TREE 24" DECIDUOUS TREE
BUSHES
(Typ.)
8" DECIDUOUS TREE16" DECIDUOUS TREE
11" DECIDUOUS TREE
15" DECIDUOUS TREE
SHRUB
(Typ.)
BUSHES
(Typ.)
SHRUB
(Typ.)
STUMP
(Typ.)
13" DECIDUOUS TREE
13" DECIDUOUS TREE
16" DECIDUOUS TREE31" DECIDUOUS TREE
14" DECIDUOUS TREE
19" DECIDUOUS TREE
15" DECIDUOUS TREE
13" DECIDUOUS TREE
SDDI
RIM: 273.47INV. IN: 270.17INV. OUT: 270.14
8" R C
P
8" R C
P
" R
CP
3"PVC
BUSHES
(Typ.)
17" DECIDUOUS TREE
24" DECIDUOUS TREE
10" DECIDUOUS TREE
UNKNOWN
UTILITY BOX
COMMUNICATION
JUNCTION BOX
ELECTRIC
TRANSFORMER
(Typ.)
SIGN
CONCRETE
UTILITY BOX
WITH METAL
LIDS
(Typ.)
CLEANOUT(Typ.)
DOWNSPOUT(Typ.)
GRAVEL
(Typ.)
CONCRETE
SIDEWALK (Typ.)
CONCRETE SIDEWALK (Typ.) CONCRETE SIDEWALK (Typ.)
CONCRETE SIDEWALK (Typ.)
6" DECIDUOUS
TREE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDDI
RIM: 272.37INV. IN: 268.17INV. OUT: 268.07
BUSHES
PLANTED AREA
(Typ.)
C
UNDERGROUND
COMM. LINE
WITNESS MARKER
ASPHALT
(Typ.)
CONCRETE
(Typ.)
CONCRETE
(Typ.)
CONCRETE
(Typ.)
BRICK WALL
(Typ.)
UNKNOWN
UTILITY BOX
" R
CP
SSSMH
RIM: 276.39
S SSMH
S SSMH
S SSMH
RIM: 274.38
S SSMH
INV OUT: 276.60
SD
ROOFOVERHANG(Typ.) H W
H W
C W
C W
C W
C W
C W C
W C
W
CW CW
C W
C W
CW CW CW CW
C W
C W
CW CW CW
C W
C W
CWCWCWCW
C W
C W
CWCW
C W
C W
CWCWCWCW
C W
C W
CWCWCW
H W
H W
H W H
W H
W
HW HW
H W
H W
HW HW HW HW
H W
H W
HW HW HW
H W
H W
HWHWHWHW
H W
H W
HWHW
H W
H W
HWHWHWHW
H W
H W
HWHWHW
CWCWCWCW HWHWHWHW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
SD
EPx EPx EPx EPx EPx EPx
G G
G G
G G
G G
G G
G
G G
G G
G G
G G
W
W W
W W
SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SSSSSS
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SS
W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
SS
W W
W W
W W
W W
W W
W W
W
W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W W
SS SS SS SS SS
EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx
EPx EPx EPx EPx EPx EPx EPx EPx EPx
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
H W
H W
C W
C W
3 STORY BRICK BARRACK
SS SS SS
277277
275 275275275
274274274
27627
27727
27727 727727
7 277
277 27 7 277
8 27
27827
S
SS
SS
SS
SS
SCALE: 1" = 30'
30' 60'0'
VF101
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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D B
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C H
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D B
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D R
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D
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C O
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SI
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C R
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SHEET ID
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GENERAL NOTES
1.) SURVEY PERFORMED BY USACE SAVANNAH DISTRICT DESIGN
BRANCH, DATA MANAGEMENT SECTION 100 W. OGLETHORPE
AVENUE SAVANNAH, GA 31401 (912) 652-5695 (DATE OF FIELD
SURVEY: 14 MARCH - 18 MARCH 2022).
2.) HORIZONTAL CONTROL:
THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED
UPON GPS OBSERVATIONS USING NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD83/2011) DATUM IN U.S.
SURVEY FEET. SURVEY CONTROL POINT #3 IS THE
LOCALIZATION REFERENCE POINT. THE AVERAGE COMBINED
GRID FACTOR ESTABLISHED FOR THIS PROJECT IS 0.99986701.
EQUIPMENT USED WAS CARLSON BRQ6 BASE AND ROVER
AND GEOMAX ZOOM 90 ROBOTIC TOTAL STATION.
3.) VERTICAL CONTROL:
THE ELEVATIONS ARE ESTABLISHED USING GPS BASE AND
ROVER OBSERVATIONS FROM LOCALIZATION REFERENCE
POINT IS SURVEY CONTROL POINT #3, WHICH HAS AN
ELEVATION OF 275.05 FEET. (NAVD88) EQUIPMENT USED WAS
CARLSON BRQ6 BASE AND ROVER.
4.) THE LOCATION OF SHOWN UNDERGROUND UTILITIES IS
BASED UPON THE FIELD SURVEY OF ABOVE GROUND
FEATURES. THE SURVEYOR DOES NOT GUARANTEE THAT ALL
UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS,
PIPES, ETC. ARE LOCATED HERON. EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO
EXCAVATIONS WERE MADE DURING THIS SURVEY TO LOCATE
ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND
UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE
BASED ON GROUND FEATURES, PHYSICAL EVIDENCE, PAINT
MARKINGS, AND GIS SCHEMATIC BASE UTILITY AS-BUILT.
CONTRACTOR IS RESPONSIBLE FOR UTILITY VERIFICATION BY
CONTACTING THE GA UTILITIES PROTECTION CENTER AT 811
(GEORGIA).
5.) NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR TO
THE FOLLOWING: 100 YEAR FLOOD LIMITS, WETLANDS,
UNDERGROUND STORAGE FACILITIES, GRAVES, CEMETERIES,
BURIAL GROUNDS, OR HAZARDOUS WASTE.
6.) ALL DISTANCES ARE GRID DISTANCES IN U.S. SURVEY FEET.
7.) THE SURVEYOR DETERMINED THE SPECIES OF THE TREES TO
THE BEST OF THEIR ABILITY AND KNOWLEDGE. CONTACT AN
ARBORIST IF THE EXACT SPECIES OF A TREE IS REQUIRED.
BARRACKS H-4445
F.F. ELEV. = 278.14'
POINT # NORTHING EASTING ELEV. TYPE
CP #3 500,867.34 2,004,058.65 275.05 1/2" RB
CP #4 500,432.58 2,004,140.15 275.76 1/2" RB
CP #5 500,749.54 2,004,338.35 275.14 NAIL
CP #1488 500,519.86 2,004,324.30 276.56 PK (F)
CP #1637 500,427.95 2,004,061.38 277.22 NAIL (F)
CP #1638 500,686.34 2,004,056.80 277.13 NAIL (F)
SURVEY CONTROL POINTS
274.853 Edge of Asphalt
274.878 Edge of Asphalt
274.731
Edge of Asphalt
274.771
Edge of Asphalt
274.744
Edge of Asphalt
274.741
Edge of Asphalt
274.559
Edge of Asphalt
274.465
Edge of Asphalt
274.622
Edge of Asphalt
274.477
Edge of Asphalt
274.714
Edge of Asphalt
273.746
Edge of Asphalt
273.720
Edge of Asphalt
273.699
Edge of Asphalt
273.411 Edge of Asphalt
273.514 Edge of Asphalt
274.411
CHAIN LINK FENCE
274.279
Edge of Asphalt
274.281
Edge of Asphalt
274.676
CHAIN LINK FENCE
275.219
CHAIN LINK FENCE
274.980
Edge of Asphalt
273.933
Edge of Asphalt
273.386
Edge of Asphalt
274.560
CHAIN LINK FENCE
274.493
CHAIN LINK FENCE
274.440
CHAIN LINK FENCE
S SSMH
RIM: 276.46
273.498
SWALE (top)
273.086
SWALE (cl)
273.623
SWALE (top)
273.674
SWALE (top)
273.436
SWALE (cl)
274.068
SWALE (top)
274.158
SWALE (top)
272.474
SWALE (cl)
273.655
SWALE (top)
272.663
SWALE (cl)
SSSMH
RIM: 276.43
273.968
SWALE (cl)
274.311 SWALE (top)
274.451
SWALE (top)
LIGHT POLE
SPOT LIGHT
(Typ.)
LIGHT POLE(Typ.)
S
SSMH
RIM: 276.01
LIGHT POLE
(Typ.)
LIGHT POLE
WATER VALVE
FIRE HYDRANT
WATER VALVE(Typ.)
FIRE HYDRANT
BOLLARD
(Typ.)
276.349
TOP WALL
276.355
TOP WALL
276.540
TOP WALL
276.566
TOP WALL
FIRE HYDRANT
(Typ.)
LIGHT POLE
(Typ.)
LIGHT POLE(Typ.)
UTILITY POLE
273.278
TBC
272.928
BFC
272.987
GUTTER
273.879
YELLOW STRIPE
273.346
TBC
273.018
BFC
273.040
BFC
273.398
TBC
273.494
TBC
273.418
BFC
273.040
BFC
273.110
BFC
273.268
GUTTER
273.459
TBC
274.080
YELLOW STRIPE
273.591
TBC
273.206
BFC
273.546
TBC
273.550
TBC
273.247
GUTTER
273.823
TBC
273.335
BFC
273.222
GUTTER
274.320
YELLOW STRIPE
274.152
TBC
273.765
BFC
273.740
GUTTER
274.611
YELLOW STRIPE
274.388
TBC
273.942
BFC
273.997
GUTTER
274.831
YELLOW STRIPE
274.517
TBC
273.984
BFC
273.692
BFC
274.309
TBC
274.254
TBC
274.274
TBC
273.530
BFC
273.510
BFC
273.491
BFC
274.283
TBC
274.417
TBC
273.742
BFC
274.509
TBC
273.980
BFC
274.080
GUTTER
275.032
YELLOW STRIPE
274.709
TBC
274.274
BFC
274.356
GUTTER
275.298
YELLOW STRIPE
275.244
TBC
274.848
BFC
274.906
GUTTER
275.777
YELLOW STRIPE
276.151
TBC
275.676
BFC
275.755
GUTTER
276.671
YELLOW STRIPE
275.575
GUTTER
275.518
BFC
275.967
TBC
274.855
TBC
274.442
BFC
274.470
GUTTER
274.323
TBC
273.893
BFC
273.865
GUTTER
274.168
TBC
273.725
BFC
273.376
BFC
274.095
TBC
273.753
GUTTER
273.318
BFC
274.032
TBC
274.257
TBC
273.760
BFC
273.786
GUTTER
274.116
TBC
273.684
BFC
273.661
GUTTER
273.508
GUTTER
273.535
BFC
273.921
TBC
273.523
TBC
273.120
BFC
273.170
GUTTER
272.900
GUTTER
272.825
BFC
273.288
TBC
273.146
TBC
272.709
BFC
272.714
GUTTER
DSDSDS
CO
G GAS METER
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
X X
X X
X X
X X
X
XX
X X
X X
X X
X X
X
DS
DS
DS
CONCRETE CURBAND GUTTER(Typ.).
CONCRETE SIDEWALK
(Typ.)
BASKETBALL COURT
BASKETBALL COURT
BASKETBALL COURT
TOE OF SLOPE
(Typ.)
TOP OF SLOPE
(Typ.)
DOUBLE YELLOWLANE LINE (Typ.)
WOOD PLANTER
(Typ.)
CHAINLINK FENCE
(Typ.)
STATIC LINETRAININGEQUIPMENT
DS
DS DS
DS DS
DS DS
DS
DS
DS
DS
CONCRETE CURBAND GUTTER(Typ.).
D
BOLLARDATTACHMENTSLEEVE (Typ.)
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
GRANITE MONUMENT
GRANITE MONUMENT
BRICK WALL
(Typ.)
BASKETBALL GOAL
POST (Typ.)
BASKETBALL GOAL
POST (Typ.)
RUBBER MULCH
CONCRETE PAD
WITH STEPS
WOOD PLANTER
(Typ.)
COMM.
SERVICE
BOX
ASPHALT
(Typ.)
CONCRETE
(Typ.)
SDDI
RIM: 273.47INV. IN: 270.17INV. OUT: 270.14
8" R C
P
8" R C
P
" R
CP
3"PVC
UNKNOWN
UTILITY BOX
COMMUNICATION
JUNCTION BOX
ELECTRIC
TRANSFORMER
(Typ.)
SIGN
CONCRETE
UTILITY BOX
WITH METAL
LIDS
(Typ.)
CLEANOUT(Typ.)
DOWNSPOUT(Typ.)
GRAVEL
(Typ.)
CONCRETE
SIDEWALK (Typ.)
CONCRETE SIDEWALK (Typ.) CONCRETE SIDEWALK (Typ.)
CONCRETE SIDEWALK (Typ.)
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDDI
RIM: 272.37INV. IN: 268.17INV. OUT: 268.07
STEPS
C
UNDERGROUND
COMM. LINE
WITNESS MARKER
ASPHALT
(Typ.)
CONCRETE
(Typ.)
CONCRETE
(Typ.)
CONCRETE
(Typ.)
BRICK WALL
(Typ.)
UNKNOWN
UTILITY BOX
" R
CP
SSSMH
RIM: 276.39
S SSMH
S SSMH
S SSMH
RIM: 274.38
S SSMH
INV OUT: 276.60
SD
SD
SD
ROOFOVERHANG(Typ.)
H W
H W
H W
H W
H W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
C W
CW CW CW CW CW
C W
C W
C W
C W
C W
CW CW CW CW CW CW CW CW
C W
C W
C W
C W
CW CW CW CW CW CW CW
C W
C W
C W
C W
C W
C W
CWCWCWCWCWCWCWCW
C W
C W
C W
C W
C W
CWCWCWCWCW
C W
C W
C W
C W
C W
CWCWCWCWCWCWCWCW
C W
C W
C W
C W
C W
CWCWCWCWCWCWCW
H W
H W
H W
H W
H W
H W
H W
H W
H W
H W
HW HW HW HW HW
H W
H W
H W
H W
HW HW HW HW HW HW HW HW
H W
H W
H W
H W
HW HW HW HW HW HW
H W
H W
H W
H W
H W
H W
HWHWHWHWHWHWHWHW
H W
H W
H W
H W
HWHWHWHWHW
H W
H W
H W
H W
HWHWHWHWHWHWHWHW
H W
H W
H W
H W
HWHWHWHWHWHW
CWCWCWCWCWCWCWCWCW
HWHWHWHWHWHWHWHW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
EPx EPx EPx EPx EPx EPx EPx EPx
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
W W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SSSSSSSSSSSSSS
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W W W
W
SS SS
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W W
W W
W
W W
W
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
SS SS SS SS SS SS SS SS SS SS SS
EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx
EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx EPx
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
EP
x
H W
H W
H W
H W
H W
C W
C W
C W
C W
C W
3 STORY BRICK BARRACK
SS SS SS SS SS SS
SS
277277
275 275275275
274274274
27627
27727
27727 727727
7 277
277 27 7 277
8 27
27827
S
SS
SS
SS
SS
SS
SS
SS
SS
SCALE: 1" = 30'
30' 60'0'
CD101
C
IV
IL
S
IT
E
D
EM
O
LI
TI
O
N P
LA
N
G . O
G R
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AT
SO
N
G . O
G R
EN
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N
M . K
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LA
SI
N
SK
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
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N O
SO
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C
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AT
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N N
O
IS
SU
E D
AT
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SI
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M
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C R
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TI
O N
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AT
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SHEET ID
P:
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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AN
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SA
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N N
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TH
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SA
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N
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AG
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\P N
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_N C
S_ 4_
M O
N O
.S
TB
GRUBER ROAD
REMOVE PORTION OF
CONCRETE PATHWAY
REMOVE TREES AND SHRUBS (TYP.)
RELOCATE DUMPSTERS TO
BASKETBALL COURT AREA
AND FACE OPENINGS TOWARDS
EACH OTHER TO PREVENT USAGE
SAWCUT AND REMOVE 2.0' OF ASPHALT
IN FRONT OF CONCRETE ACCESS PATH.
REMOVE EXISTING
SIDEWALKS LEADING
TO BUILDING (TYP.)
REMOVE EXISTING
BOLLARDS AND
CONCRETE PATHWAY
PROTECT EXISTING LIGHT
POLE AND SEWER MH
DURING DEMOLITION
EXISTING LIGHT POLE
TO BE REMOVED BY
SANDHILLS UTILITY
SERVICE
106'.00 ±
PROTECT EXISTING
LIGHT POLES DURING
DEMOLITION (TYP.)
REMOVE A PORTION OF
ASPHALT FOR UTILITY
TRENCH. SEE SHEET ES101
FOR UTILITY PATCH DETAIL
GENERAL NOTES
1.) SEE SHEETS GC103 AND GC104 FOR GENERAL NOTES,
SYMBOLS AND ABBREVIATIONS.
2.) ALL UTILITY WORK BEYOND THE 5' LINE OF DEMARCATION IS
THE RESPONSIBILITY OF THE PRIVATIZED UTILITY COMPANY.
CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY
COMPANIES FOR UTILITY WORK NEEDED FOR PROJECT. SEE
SHEET GC103 FOR UTILITY PROVIDERS.
3.) CONTRACTOR SHALL IMPLEMENT APPROVED TRAFFIC
CONTROL PLAN (TCP) AND PUBLIC NOTICE FLYERS PRIOR TO
COMMENCEMENT OF CONSTRUCTION ALONG GRUBER ROAD.
SEE SHEET GC103 FOR TRAFFIC CONTROL CONTACT
INFORMATION.
4.) DEMOLITION MAY COMMENCE UPON SATISFACTORY
INSTALLATION OF INITIAL EROSION CONTROL MEASURES AND
AN APPROVED TRAFFIC CONTROL PLAN, AS ACCEPTABLE BY
THE COR.
5.) SAWCUT ASPHALT AND CONCRETE TO FULL DEPTH AT THE
NEAREST JOINT TO PREVENT CRACKING AND ENABLE A
CLEAN CONNECTION FOR REPLACEMENT.
6.) SEE SHEET ES101 FOR ELECTRICAL DEMOLITION PLAN FOR
ELECTRICAL, LIGHTING, AND COMMUNICATIONS WORK.
7.) SEE SHEET PD101 FOR MECHANICAL PLANS FOR WATER,
SEWER & OTHER PLUMBING WORK.
BARRACKS H-4445
F.F. ELEV. = 278.14'
LO
C
LO
C
LOC
LOC
LOC
LO
C
LO
C
LOC
REMOVE EXERCISE EQUIPMENT
N: 500807.97 E: 2004179.10
N: 500760.98 E: 2004202.15
REMOVE AND REPLACE
CHAIN LINK FENCE FOR
ACCESS TO ELECTRICAL
TRENCHING.
N: 500687.66 E: 2004220.91
N: 500698.03 E: 2004269.29
REMOVE CURB &
GUTTER AT JOINT
REMOVE CURB &
GUTTER AT JOINT
REMOVE VALVE BOX
REMOVE EXISTING SEWER
LINE FROM MANHOLE TO
CLEAN OUT CONNECTION.
N: 500565.30 E: 2004124.97
PROTECT EXISTING SIGN
DURING DEMOLITION (TYP.)
REMOVE VALVE BOX
LO
X X X X X X
X X
X X
X X X X X X X X X
X X
XXX
X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X
X X X X X X X X
X X
X X
X X
X X
X X
XX
X
X X
BASKETBALL COURT
BASKETBALL COURT
BASKETBALL COURT
D
BASKETBALL GOAL
POST (Typ.)
BASKETBALL GOAL
POST (Typ.)
3 STORY BRICK BARRACK
SCALE: 1" = 30'
30' 60'0'
CS101
C
IV
IL
S
IT
E
LA
YO
U T
PL
AN
G . O
G R
EN
/J
.W
AT
SO
N
G . O
G R
EN
/J
.W
AT
SO
N
M . K
O
LA
SI
N
SK
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
P:
\C
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3D P
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C
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\B
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\P
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:4
PM
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
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EN
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EE
R S
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O
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C O
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AN
SI
D
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ST
SA
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N N
AH
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A
W . O
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TH
O
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PE
A
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SA
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0, P
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P:
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C
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M O
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TB
20.00'
N: 500691.55 E: 2004220.09
N: 500686.42 E: 2004397.80
R = 28'
106.00'
.0
0'
N: 500503.05 E: 2004416.36
N: 500507.06 E: 2004435.95
R = 45'
INSTALL CONCRETE
EMERGENCY ACCESS
ROADWAY. SEE CP
SHEETS FOR JOINT
LAYOUT AND DETAILS
33.00' ATFP
UNOBSTRUCTED
SPACE
33.00' ATFP
UNOBSTRUCTED
SPACE
GRUBER ROAD
GENERAL NOTES
1.) SEE SHEETS GC103 AND GC104 FOR GENERAL NOTES,
SYMBOLS AND ABBREVIATIONS.
2.) ALL CONCRETE WALKWAYS AND FIRE ACCESS ROAD SHALL
NOT EXCEED A LONGITUDINAL 5% SLOPE AND TRANSVERSE
2% SLOPE. A MINIMUM OF 1% SLOPE AWAY FROM BUILDING.
3.) SEE CS501 FOR SITE WORK DETAILS.
4.) CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DURING
CONSTRUCTION ALONG GRUBER ROAD.
N: 500743.47 E: 2004435.51
.0
0'
INSTALL NEW SIDEWALKS AFTER BUILDING
RENOVATIONS ARE COMPLETED. TIE NEW
SIDEWALK INTO EXISTING SIDEWALK AT
EXISTING GRADE.
INSTALL NEW ASPHALT AND
AGGREGATE BASE MATCHING
DEPTHS TO EXISTING
6.00'
(TYP.)
.0
0' (T
YP
15.00'
8.00'
N: 500692.08 E: 2004376.15
N: 500690.42 E: 2004368.33
N: 500719.65 E: 2004419.42
BARRACKS H-4445
F.F. ELEV. = 278.14'
N: 500692.08 E: 2004376.15
REPLACE DUMPTERS
WHEN CONSTRUCTION
IS COMPLETED
LAYDOWN AREA
N: 500723.40 E: 2004340.87 20.00'
INSTALL NEW
R1-1 STOP SIGN
& STOP BAR.
N: 500723.91 E: 2004439.67
HANDICAPPED RAMP.
SEE ARCHITECTURAL
AND STRUCTURAL PLANS
REROUTE SIDEWALK AROUND
EXISTING TRANSFORMER,
AND NEW MECHANICAL
BUILDING AS SHOWN.
F.F.E.= 277.50'
20.00'
.0
0'
CONCRETE PAD
FOR MECHANICAL
EQUIPMENT
N: 500747.82 E: 2004335.55
N: 500752.08 E: 2004355.09
R = 45'
LO
C
LO
C
LOC
LOC
LO
C
LOCLOC
LO
C
INSTALL NEW ASPHALT AND
AGGREGATE BASE MATCHING
DEPTHS TO EXISTING
MECHANICAL ADDITIONS EAST
(SEE MECHANICAL SHEETS)
MECHANICAL ADDITIONS WEST
(SEE MECHANICAL SHEETS)
N: 500601.74 E: 2004097.13
N: 500572.72 E: 2004103.29
N: 500578.21 E: 2004128.87
N: 500607.14 E: 2004122.73
N: 500614.85 E: 2004346.05
N: 500619.03 E: 2004370.89
N: 500591.21 E: 2004377.79
N: 500585.83 E: 2004352.19
N: 500701.90 E: 2004268.49
N: 500476.67 E: 2004422.44
6' CHAMFER
(TYP.)
50.00'
23.00'
(TYP.)
23.00'
(TYP.)
F.F.E.= 277.50'
INSTALL TEMPORARY
FENCING AROUND PROJECT
CONSTRUCTION LIMITS
20' SWING
GATE
20' SWING
GATE
20' SWING
GATE
CS501
IV
IL
S
IT
E
LA
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D
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G . O
G R
EN
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G . O
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EN
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M . K
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SK
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
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N N
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E:
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AT
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SHEET ID
P:
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US Army Corps of Engineers
U .S
. A R
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C O
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SA
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SAWCUT ASPHALT AT
TRENCH EDGES TO A MIN.
DEPTH OF 1-1/2" BEFORE
BREAKING OUT EXISTING
BITUMINOUS PAVEMENT
PLACE TEMPORARY CONCRETE
FILL WITH POLYETHYLENE ON
THREE SIDES FOR EASY REMOVAL
LATER. CONCRETE SHALL HAVE A
MIN. 28 DAY COMPRESSIVE STRENGTH
OF 3,500 PSI.
EXISTING BITUMINOUS
PAVEMENT
EXISTING AGGREGATE
BASE
NEW UTILITY TRENCH CUT
4'-0" MAX. WIDTH
SUBGRADE COMPACTED
TO MIN. OF 95% LABORATORY
DENSITY, OR AS APPROVED
BY THE COR
UTILITY TRENCH CUT
NO SCALE
NEW PAVEMENT TIE-IN
NO SCALE
5"
CONCRETE SIDEWALK
TYPICAL SECTION
NO SCALE
COMPACTED SUBGRADE.
SEE SPECIFICATIONS FOR
COMPACTION CRITERIA
NEW BUILDING
PAD
1/2" EXPANSION
JOINTS
CONCRETE
SIDEWALK
EXPANSION
JOINT SPACING
48 FT.
48 FT.
48 FT.
49 FT.
50 FT.
CONTRACTION
JOINT SPACING
4 FT.
5 FT.
6 FT.
7 FT.
5 FT.
SIDEWALK
WIDTH
4 FT.
5 FT.
6 FT.
7 FT.
10 FT.
LONGITUDINAL CONTRACTION
JOINT FOR WALKWAYS WIDER
THAN 6'
5" THICK CONCRETE WITH
LIGHT SAND FINISH. SEE
THIS SHEET FOR JOINT
SPACING. CONCRETE SHALL
HAVE A MIN. 28 DAY
COMPRESSIVE STRENGTH
OF 3,500 PSI.
STANDARD JOINT LAYOUT
FOR CONCRETE SIDEWALKS
NO SCALE
JOINT SPACING FOR CONCRETE SIDEWALKS
BACK OF CURB OR
CONCRETE PAVEMENT
CJ CJ (EJ) EXPANSION JOINT SPACING
(CJ) CONTRACTION
JOINT SPACING
GENERAL NOTES FOR CONCRETE WALKS
1.) SIDEWALKS SHALL HAVE A MINIMUM THICKNESS OF 5".
2.) CONTRACTION JOINTS SHALL BE FORMED (OR SAWCUT) TO A
DEPTH EQUAL TO 1/4 OF THE THICKNESS OF THE SIDEWALK
AND EDGED WITH 1/8 RADIUS.
3.) 1/2" EXPANSION JOINT MATERIAL SHALL BE PROVIDED AT
INTERVALS NOT TO EXCEED 50 FEET AND WHERE WALKS
ABUT OTHER CONCRETE STRUCTURES SUCH AS: PARALLEL
AND ABUTTING CURB AND GUTTER OR ADJACENT TO
BITUMINOUS PAVEMENT.
4.) A LAYER OF 15" BUILDING FELT IS REQUIRED BETWEEN WALK
AND ADJACENT PARALLELING CONCRETE CURB.
5.) TRANSVERSE SLOPES ON SIDEWALKS SHALL BE 1/4" PER FT.
6.) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,500 PSI.
7.) WELDED WIRE FABRIC USED IN REINFORCEMENT OF
SIDEWALKS SHALL BE IN MAT FORMED NOT ROLLED.
8.) SIDEWALK WIDTH GREATER THAN 6 FEET SHALL HAVE A
LONGITUDINAL CONTRACTION JOINT CUT IN THE CENTER OF
THE SIDEWALK. TRANSVERSE CONTRACTION JOINTS SHALL
EQUAL THE DISTANCE FROM ONE EDGE OF SIDEWALK TO THE
CENTER CONTRACTION JOINT.
6" X 6" W4.0 WIRE MESH
REINFORCEMENT. SEE
GENERAL NOTE 7
COMPACTED AGGREGATE
4"
NOTES:
1.) REFER TO MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD),
US DEPARTMENT OF TRANSPORTATION.
2.) CONCRETE FOUNDATION SHALL BE A
MINIMUM OF 3,000 PSI CONCRETE.
3.) SIGN SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIVITY.
4.) SIGN SHALL BE MOUNTED 7 FEET ABOVE
GRADE TO BOTTOM OF SIGN FACE.
5.) POST TO BE 2" x 2" GALVANIZED STEEL
SQUARE POST, PAINTED STANDARD
FEDERAL COLOR 20059 BROWN.
6.) PAINT BACK SIDE OF SIGN FS-20059.
STOP
R1-1
STOP SIGN
6"
30"
7'- 0"
6"
12"
2'- 0"
3"
1"
TRAFFIC SIGN
NO SCALE
TRUSS RODCHAIN AND
PADLOCK
ROUND POSTS
(TYP.)
ADJACENT
PANEL
ADJACENT
PANEL
IMPERVIOUS GROUND
PANEL STAND
6'
20'
DOUBLE SWING GATE
16"
1-3/8" DIAMETER
GALVANIZED TUBING
PANEL STAND
ROUND
POST
IMPERVIOUS
GROUND
USE PANEL STAND
AS POST BASE IN
IMPERVIOUS AREAS
10' MAX.
DRIVE POST INTO GROUND
IN PERVIOUS AREAS
BRACE PANEL
PERVIOUS
GROUND
6' 3'-
4"
ROUND POST
9-GAGE STEEL TIE
WIRE (15" O.C. MAX.
AND WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
6' TEMPORARY CONSTRUCTION FENCE DETAIL
NO SCALE
SEE ELECTRICAL SHEETS
FOR TRENCH DEPTH & PIPE
CROSS SECTION.
FULL WIDTH OF APPROACH
NOTE: PLACEMENT OF STOP BAR SHALL BE
PER CURRENT VERSION OF MUTCD. SEE PLANS
FOR EXACT LOCATIONS.
STOP BAR
NO SCALE
COMPACTED SUBGRADE.
SEE SPECIFICATIONS FOR
COMPACTION CRITERIA
6" X 6" W4.0 WIRE MESH
REINFORCEMENT MATS
(NOT ROLLED).
COMPACTED AGGREGATE
INSTALL THICKENED EDGE
AROUND PERIMETER OF
EACH PAD
6"
6"
CONCRETE ROLLED
CURB
NEW ASPHALT
TRANSITION
1/2" EXPANSION
JOINTS
X
X X
X X X X X X X X X
X X
XXX
X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X
X X X X X X X X
X X
X X
X X
276'
276'
275'
274'
C
BOLLARD
(Typ.)
UTILITY POLE
273.879
YELLOW STRIPE
274.080
YELLOW STRIPE
274.320
YELLOW STRIPE
274.611
YELLOW STRIPE
274.831
YELLOW STRIPE
275.032
YELLOW STRIPE
275.298
YELLOW STRIPE
275.777
YELLOW STRIPE
276.671
YELLOW STRIPE
X X
X X
XX
X
X X
CONCRETE CURBAND GUTTER(Typ.).
BASKETBALL COURT
BASKETBALL COURT
BASKETBALL COURT
DOUBLE YELLOWLANE LINE (Typ.)
STATIC LINETRAININGEQUIPMENT
CONCRETE CURBAND GUTTER(Typ.).
D
BOLLARDATTACHMENTSLEEVE (Typ.)
BASKETBALL GOAL
POST (Typ.)
BASKETBALL GOAL
POST (Typ.)
C
275274
277278
273273
277277
277 27
276276
275275277
278279
274274
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
SD
3 STORY BRICK BARRACK
SCALE: 1" = 30'
30' 60'0'
CG101
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GENERAL NOTES
1.) SEE SHEETS GC103 AND GC104 FOR GENERAL NOTES,
SYMBOLS AND ABBREVIATIONS.
2.) INSTALL CONCRETE SPLASH BLOCKS AT THE FINISH
GRADE & BASE OF EACH ROOF DOWNSPOUT TO DIRECT
STORM WATER AWAY FROM THE BUILDING FOUNDATION.
SEE ARCHITECTURAL PLANS FOR DOWNSPOUT EXACT
LOCATIONS.
3.) ALL GRASSED AREAS ADJACENT TO THE FOUNDATION OF
THE BUILDING WILL HAVE AN ELEVATION OF AT LEAST 6"
BELOW THE FINISHED FLOOR…
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