J3 C8601-D Sheets 1-15 of 134.pdf
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- Solicitation number
- 70Z08321BPAC13100
About this file
This invitation for bid solicits proposals for building and site repairs at the US Coast Guard Sector Field Office in Fort Macon, North Carolina. The project includes repairs and renovations to multiple buildings, demolition and site work. The contract value is estimated between $5-10 million. Bids are due by 23 March 2022 and must be submitted to the US Coast Guard Civil Engineering Unit contracting office. The work is set aside for eligible 8(a) small businesses with a size standard of $39.5 million. The contractor will be responsible for providing all labor, materials, equipment and supervision to complete the work according to specifications dated 24 March 2021 and drawings listed in the solicitation. Prevailing wage requirements apply. Bidders must attend a mandatory site visit and direct all questions in writing using the request for information form by the deadline of 23 March 2022. Late bids or bids not following instructions may be rejected.
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A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
EXISTING
GROIN
BU
LKH
EAD
N.C. ROUTE 58
PI
ER
BOGUE SOUND
PAMLICO
SOUND
ATLANTIC
OCEAN
U.S. 70
SOUND
CORE S
OUND
U.S. 17
MOREHEAD
FORT MACON
NEW
BERN
CITY
BOGUE
N.C. ROUTE 58
ATLANTIC BEACH
TO FORT MACON
TO ATLANTIC BEACH
MAIN BARRACKS/
GALLEY
MAIN
ENTRANCE
BOAT
HOUSE
CAPE LOOKOUT
BALL FIELD &
HELICOPTER
LANDING AREA
COAST GUARD SFO FORT MACON
U.S. COAST GUARD
CIVIL ENGINEERING UNIT CLEVELAND
CLEVELAND, OHIO
UNITED STATES COAST GUARD
CIVIL ENGINEERING UNIT
BUILDING AND SITE REPAIRS
LOCATION MAP
SCALE: NTS
SITE MAP
SCALE: NTS
ATLANTIC BEACH, NORTH CAROLINA
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons Text Box
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
SHEET NUMBER DISCIPLINE - SHEET TITLE
G-001 GENERAL - COVER SHEET
G-003 GENERAL - NOTES, LEGENDS AND ABBREVIATIONS
G-101 GENERAL - KEY AND SURVEY CONTROL PLAN
C-101 CIVIL - SITE PLAN 1 OF 5
C-102
C-103
C-105
C-501 CIVIL - DETAILS 1 OF 9
S-001 STRUCTURAL - GENERAL STRUCTURAL NOTES
S-002 STRUCTURAL - GENERAL STRUCTURAL NOTES CONT.
M-001 MECHANICAL -LEGEND AND GENERAL NOTES
E-001 ELECTRICAL - NOTES AND LEGEND
RACQUETBALL BUILDING
A-101A ARCHITECTURAL - FLOOR PLANS
M-101A MECHANICAL - HVAC PLAN
MULTI-MISSION BUILDING
AD101B ARCHITECTURAL - 1ST FLOOR DEMO PLAN
AD102B ARCHITECTURAL - 2ND FLOOR DEMO PLAN
A-101B ARCHITECTURAL - 1ST FLOOR PLAN
A-102B ARCHITECTURAL - 2ND FLOOR PLAN
A-201B ARCHITECTURAL - ELEVATIONS
A-202B ARCHITECTURAL - ELEVATIONS
MD101B MECHANICAL - 1ST FLOOR HVAC DEMO PLAN
MD102B MECHANICAL - 2ND FLOOR HVAC DEMO PLAN
M-101B MECHANICAL - 1ST FLOOR HVAC PLAN
M-102B MECHANICAL - 2ND FLOOR HVAC PLAN
M-501B MECHANICAL - HVAC DETAILS
M-601B MECHANICAL - HVAC SCHEDULES
M-602B MECHANICAL - HVAC SCHEDULES
M-701B MECHANICAL - HVAC DIAGRAMS
ED101B ELECTRICAL - DEMOLITION 1ST FLOOR PLAN
E-101B ELECTRICAL - 1ST FLOOR PLAN
E-501B ELECTRICAL - DETAILS
E-502B ELECTRICAL - DETAILS
HAZMAT BUILDING
S-101C STRUCTURAL - FOUNDATION PLAN
M-101C MECHANICAL - HVAC PLAN
M-601C MECHANICAL - HVAC SCHEDULES AND DETAILS
E-101C ELECTRICAL - PLAN
E-501C ELECTRICAL - DETAILS
ISD OFFICE BUILDING
SD101D STRUCTURAL - FOUNDATION DEMOLITION PLAN
S-101D STRUCTURAL - FOUNDATION PLAN
S-301D STRUCTURAL - SECTIONS
M-101D MECHANICAL - HVAC PLANS
E-101D ELECTRICAL - PLAN
E-501D ELECTRICAL - DETAILS
ENGINEERING FACILITIES BUILDING
A-101E ARCHITECTURAL - FLOOR PLANS
A-201E ARCHITECTURAL - ELEVATIONS
MEDICAL/DENTAL BUILDING
A-101F ARCHITECTURAL - FLOOR PLANS
A-201F ARCHITECTURAL - ELEVATIONS
M-101F MECHANICAL - HVAC PLAN
ANT FORT MACON BUILDING
A-101G ARCHITECTURAL - FLOOR PLANS
A-201G ARCHITECTURAL - ELEVATIONS
E-101G ELECTRICAL - PLAN
E-501G ELECTRICAL - DETAILS
PREVENTION BUILDING
A-101H ARCHITECTURAL - FLOOR PLANS
A-201H ARCHITECTURAL - ELEVATIONS
M-101H MECHANICAL - HVAC PLANS AND SCHEDULE
AD101J ARCHITECTURAL - DEMOLITION PLANS
A-101J ARCHITECTURAL - PLANS
A-201J ARCHITECTURAL - ELEVATIONS
EXCHANGE BUILDING
PUBLIC WORKS SHEDS
S-101K STRUCTURAL - FOUNDATION PLAN
S-301K STRUCTURAL - SECTION & DETAILS
A-101K ARCHITECTURAL - PLANS
A-201K ARCHITECTURAL - ELEVATIONS
ED101K ELECTRICAL - DEMOLITION
E-101K ELECTRICAL - PLAN
E-501K ELECTRICAL - DETAILS
DOCK SIDE UTILITY BUILDING
E-101L ELECTRICAL - PLAN
IPD BOAT HAUL OUT BUILDING
A-101M ARCHITECTURAL - FLOOR PLANS & DETAILS
SHEET NUMBER DISCIPLINE - SHEET TITLE SHEET NUMBER DISCIPLINE - SHEET TITLE SHEET NUMBER DISCIPLINE - SHEET TITLE SHEET NUMBER DISCIPLINE - SHEET TITLE
INDEX OF DRAWINGS
ED102B ELECTRICAL - DEMOLITION 2ND FLOOR PLAN
E-102B ELECTRICAL - 2ND FLOOR PLAN
V-101 SURVEY - EXISTING CONDITIONS PLAN 1 OF 8
V-102 SURVEY - EXISTING CONDITIONS PLAN 2 OF 8
V-103 SURVEY - EXISTING CONDITIONS PLAN 3 OF 8
V-104 SURVEY - EXISTING CONDITIONS PLAN 4 OF 8
V-105 SURVEY - EXISTING CONDITIONS PLAN 5 OF 8
V-106 SURVEY - EXISTING CONDITIONS PLAN 6 OF 8
V-107 SURVEY - EXISTING CONDITIONS PLAN 7 OF 8
V-108 SURVEY - EXISTING CONDITIONS PLAN 8 OF 8
AD101K ARCHITECTURAL - SHED DEMOLITION
AD101L ARCHITECTURAL - DEMOLITION PLAN
MD103B MECHANICAL - ATTIC HVAC DEMO PLAN
M-103B MECHANICAL - ATTIC HVAC PLAN
M-101K MECHANICAL - HVAC PLAN, DIAGRAM AND SCHEDULES
C-104
G-002 GENERAL - INDEX OF DRAWINGS
CD101 CIVIL - DEMOLITION PLAN 1 OF 4
CD102 CIVIL - DEMOLITION PLAN 2 OF 4
CD103 CIVIL - DEMOLITION PLAN 3 OF 4
CD104 CIVIL - DEMOLITION PLAN 4 OF 4
CIVIL - SITE PLAN 2 OF 5
CIVIL - SITE PLAN 3 OF 5
CIVIL - SITE PLAN 4 OF 5
CIVIL - SITE PLAN 5 OF 5
C-401 CIVIL - ENLARGED SITE PLAN
C-502 CIVIL - DETAILS 2 OF 9
C-503 CIVIL - DETAILS 3 OF 9
C-504 CIVIL - DETAILS 4 OF 9
C-505 CIVIL - DETAILS 5 OF 9
C-506 CIVIL - DETAILS 6 OF 9
C-507 CIVIL - DETAILS 7 OF 9
C-508 CIVIL - DETAILS 8 OF 9
C-509 CIVIL - DETAILS 9 OF 9
E-101 ELECTRICAL - SITE LAYOUT AND LIFT STATIONS
E-501 ELECTRICAL - LIFT STATION #1 WORK DETAILS
E-502
A-201A ARCHITECTURAL - ELEVATIONS
A-501B ARCHITECTURAL - ELEVATIONS & MISC SECTS
E-103B ELECTRICAL - ATTIC PLAN
A-101D ARCHITECTURAL - FLOOR PLANS
A-201D ARCHITECTURAL - ELEVATIONS
A-501D ARCHITECTURAL - WOOD DECK DETAILS
A-502D
A-503D
ARCHITECTURAL - WOOD DECK DETAILS
ARCHITECTURAL - WOOD DECK DETAILS
A-202F ARCHITECTURAL - ELEVATIONS
A-501G ARCHITECTURAL - DOOR SCHEDULES & DETAILS
A-502G ARCHITECTURAL - WINDOW ELEVATIONS & DETAILS
A-501H
A-502H
ARCHITECTURAL - DOOR SCHEDULES & DETAILS
ARCHITECTURAL - WINDOW ELEVATIONS & DETAILS
M-101J MECHANICAL - HVAC PLAN, DIAGRAM AND SCHEDULE
A-501J ARCHITECTURAL - ELEVATIONS & MISC DETAILS
A-502J ARCHITECTURAL - ALUMINUM STOREFRONT DETAILS
A-503J ARCHITECTURAL - WINDOW ELEVATIONS & DETAILS
E-101J ELECTRICAL - PLAN
AD102K ARCHITECTURAL - SHED DEMOLITION
A-102K ARCHITECTURAL - ROOF PLAN & SECTIONS
A-501K ARCHITECTURAL - DOOR SCHEDULE & DETAILS
E-601K ELECTRICAL - PANEL & LUMINARIES SCHEDULES
S-101B STRUCTURAL - LOCATION PLAN
S-301B STRUCTURAL - SECTIONS & DETAILS
S-102D STRUCTURAL - FLOOR FRAMING REPAIR PLAN
SD101J STRUCTURAL - ROOF FRAMING DEMOLITION PLAN
S-101J STRUCTURAL - PLAN
S-301J STRUCTURAL - SECTIONS
SD102D STRUCTURAL - FLOOR FRAMING DEMOLITION PLAN
S-102K STRUCTURAL - MEZZANINE FRAMING PLAN
E-501L ELECTRICAL - DETAILS
ELECTRICAL - LIFT STATION #2 WORK DETAILS
OUTSIDE PAVILION
A-101N ARCHITECTURAL - PLANS AND ELEVATIONS
E-101N ELECTRICAL - PLAN
T-101 COMMUNICATION - SITE TELECOMMUNICATIONS PLAN
DocuSign Envelope ID: B014E55B-46F5-473A-A986-7DA23A6A43AF
6/25/2021
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
1. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE
GENERAL NOTES.
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
3. DRAWINGS ARE NOT COMPLETE IN EVERY DETAIL. CONTRACTOR TO PROVIDE ALL WORK AND ACCESSORIES NECESSARY FOR A
COMPLETE SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS.
4. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR SPECIFICATIONS TO THE ENGINEER FOR
CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK.
5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND
ERECTION OF STRUCTURAL MATERIAL IS THE CONTRACTOR'S RESPONSIBILITY.
6. EXISTING CONSTRUCTION INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL
REMAIN UNDISTURBED AND BE PROTECTED.
7. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, UTILITIES, PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL
DAMAGE DUE TO CONTRACTOR'S OPERATIONS.
8. LOCATIONS OF EXISTING UTILITIES AND STRUCTURES ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL APPLICABLE UTILITIES. VERIFY DISCREPANCIES WITH THE ENGINEER.
9. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS
DEPOSITED OUTSIDE THE WORK AREA.
10. ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED.
11. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO NAVD88.
12. THE FOLLOWING DATA IS PROVIDED CONCERNING TIDAL INFORMATION:
FEMA 100 YEAR = +7.0
MHHW = +1.5
MHW = +1.2
NGVD29 =+1.00
NAVD88 = 0.00
MLW = -1.90
MLLW = -2.10
GENERAL NOTES ABBREVIATIONS
INDICATES GRID LOCATION
ON SHEET FOR PLAN, DETAIL,
ELEVATION OR SECTION
INDICATES SHEET NUMBER
WHERE DRAWN OR TAKEN FROM
S-102
INDICATES ADDITIONAL
SHEET NUMBER WHERE
REFERENCE IS MADE
ACI AMERICAN CONCRETE INSTITUTE
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALUM ALUMINUM
APPROX APPROXIMATE
ANSI AMERICAN NATIONAL STANDARDS
INSTITUTE
ASCE AMERICAN SOCIETY OF CIVIL
ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
ATON AIDS TO NAVIGATION
AWS AMERICAN WELDING SOCIETY
BLDG BUILDING
BOTT BOTTOM
BTW BETWEEN
C CHANNEL
CEU CIVIL ENGINEERING UNIT
CF CUBIC FEET
CIP CAST-IN-PLACE
CLR CLEAR
COMP COMPOSITE
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DWG DRAWING
E EAST
EA EACH
EL ELEVATION
ELEV ELEVATION
EMBED EMBEDMENT
ETC. ET CETERA
EQ EQUAL
EXIST. EXISTING
EXP EXPANSION
EXT EXTENSION
FEMA FEDERAL EMERGENCY MANAGEMENT
AGENCY
FPS FEET PER SECOND
FRC FAST RESPONSE CUTTER
FRP FIBER REINFORCED PLASTIC
FT FEET
GALV GALVANIZED
GR GRADE
HDPE HIGH DENSITY POLYETHYLENE
ID IDENTIFICATION
IBC INTERNATIONAL BUILDING CODE
I.E. FOR EXAMPLE
IN INCHES
INC. INCORPORATED
JT JOINT
K KIPS
KIP 1000 POUNDS
KSI KIPS PER SQUARE INCH
L ANGLE
LB POUND
LF LINEAR FEET
LG LONG
LONG LONGITUDINAL
MAX MAXIMUM
MHHW MEAN HIGHER HIGH WATER
MHW MEAN HIGH WATER
MIN MINIMUM
MISC MISCELLANEOUS
MLLW MEAN LOWER LOW WATER
MLW MEAN LOW WATER
MOD MODIFIED
MPH MILES PER HOUR
N NORTH
N/A NOT APPLICABLE OR NOT AVAILABLE
NAVD NORTH AMERICAN VERTICAL DATUM
NC OR N.C. NORTH CAROLINA
NCDOT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION
NGVD NATIONAL GEODETIC VERTICAL DATUM
NIC NOT IN CONTRACT
NO. NUMBER
NOAA NATIONAL OCEANIC AND
ATMOSPHERIC ASSOCIATION
NTS NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
P/C PRECAST
P/S PRESTRESSED
PCI PRECAST CONCRETE INSTITUTE
PDA PILE DYNAMIC ANALYZER
PEN PENETRATION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
R/F REINFORCEMENT
RD ROAD
REINF REINFORCED OR REINFORCEMENT
REQ'D REQUIRED
S SOUTH
SAN. SANITARY
SCH SCHEDULE
SEC SECOND
SF SQUARE FEET
SFO SECTOR FIELD OFFICE
SHT SHEET
SIM SIMILAR
SPA SPACES
SPECS SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STA STATION
STD STANDARD
STL STEEL
THK THICK
TYP TYPICAL
UHMW ULTRA HIGH MOLECULAR WEIGHT
UON UNLESS OTHERWISE NOTED
USCG U.S. COAST GUARD
U.S. UNITED STATES
VLF VERTICAL LINEAR FEET
W WEST OR WIDTH
W/ WITH
W/IN WITHIN
W/O WITHOUT
WP WORK POINT
# NUMBER OR POUNDS
& AND
@ AT
CL CENTERLINE
Ø DIAMETER
PL PLATE
" SECONDS OR INCH
' MINUTES OR FEET
± PLUS OR MINUS
° DEGREES
% PERCENT
A3 S-101
REFERENCE BUBBLE DESIGNATION
1. SURVEY PERFORMED APRIL 7 - 29, 2020 BY
JOYNER KEENEY, PLLC
NC FIRM LICENSE # P-0551
1051 NORTH WINSTEAD AVENUE
P.O. BOX 7533
ROCKY MOUNT, NC 27804
252-977-3124 (OFFICE)
252-985-6026 (FAX)
2. HORIZONTAL CONTROL: THE HORIZONTAL POSITIONS FOR THIS PROJECT ARE BASED UPON THE NORTH CAROLINA GRID COORDINATE SYSTEM (NAD83/2011) HOLDING THE EXISTING NGS MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED COORDINATES OF NORTH = 353,135.79, EAST = 2,696,256.96 IN U.S. SURVEY FEET. COORDINATES SHOWN ARE "LOCALIZED" COORDINATES HOLDING THE PUBLISHED COORDINATES OF THIS MONUMENT AND USING THE AVERAGE COMBINED FACTOR OF 0.99992447 (GROUND TO GRID). EQUIPMENT USED FOR THE HORIZONTAL TRAVERSE WAS A THIMBLE S9HP ROBOTIC
TOTAL STATION WITH THIMBLE TSC3 DATA COLLECTOR USING THIMBLE ACCESS SOFTWARE.
3. VERTICAL CONTROL: ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN DATUM OF 1988 (NAVD88) FROM NGS SURVEY MONUMENT STAMPED "MACO A 1995" (PID AB6833) WITH PUBLISHED ELEVATION OF 8.8.268 FEET. A CLOSED DIFFERENTIAL LEVEL LINE WAS PERFORMED THROUGH ALL CONTROL POINTS USED IN THIS SURVEY, WHICH MEETS OR EXCEEDS THIRD (3RD)
ACCURACY STANDARDS.
4. THE LOCATION OF 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 HEREON, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANTY THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, IF MARKED BY OTHERS. NO EXCAVATIONS WERE MADE DURING THE SURVEY TO LOCATE ANY BURIED UTILITIES OR STRUCTURES. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS AND ARE BASED ON THE ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS, AND BASE UTILITY PLANS.
SURVEY NOTES
A/G ABOVE GROUND
AC AIR CONDITIONER
AT AIR TANK
BLDG BUILDING
BOL BOLLARD
BTM BOTTOM
BRK BRICK
CATV CABLE TELEVISION PEDESTAL
C/L CENTERLINE
CHLK CHAIN LINK
COMM COMMUNICATION
CONC CONCRETE
CNTL CONTROL
DIP DUCTILE IRON PIPE
E EASTING
ELEC ELECTRICAL
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FOC FIBER OPTIC CABLE
RCP REINFORCED CONCRETE PIPE
SS SANITARY SEWER
S/W SIDEWALK
S SIGN
STR STRUCTURE
TMH TELEPHONE MANHOLE
TPED TELEPHONE PEDESTAL
TRANS TRANSFORMER
TD TRENCH DRAIN
U/G UNDER GROUND
UKN UNKNOWN
VCP VITRIFIED CLAY PIPE
WM WATER METER
WD WOOD
YL YARD LIGHT
3SBW 3 STRAND BARBED WIRE
SURVEY ABBREVIATIONS
GRT GRATE
GRAV GRAVEL
HH HAND HOLE
H/C HANDICAP
ICV IRRIGATION CONTROL VALVE
JB JUNCTION BOX
LS LANDSCAPE
LB LANDSCAPE BORDER
LP LIGHT POLE OR CONCRETE BASE
MTL METAL
MON MONUMENT
NGS NATIONAL GEODETIC SURVEY
N NORTHING
PVMT PAVEMENT
PVC POLYVINYL CHLORIDE
PIV POST INDICATOR VALVE
PP POWER POLE
PPT POWER POLE W/ TRANSFORMER
RCP REINFORCED CONCRETE PIPE
CHAIN
ROPE FENCE
CHAIN LINK FENCE
SANITARY SEWER GRAVITY
STORM DRAIN
UNDERGROUND ELECTRIC
MAJOR CONTOUR
MINOR CONTOUR
SURVEY CONTROL POINT
BENCH MARK
TEMPORARY BENCH MARK
SPOT ELEVATION
ASPHALT PAVEMENT
CONCRETE PAVEMENT OR SLAB
RIP RAP
GRAVEL ROAD
SOIL ROAD
CONCRETE BLOCK EROSION BARRIER
X
SS
SD
FH
DI
CO
EO
YL
ELEC MH
STMH
SSMH
FAUCET
ELEC PANEL
LP
WV
ELEC JB
UE
WM
TMH
TPED
DROP INLET
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
CLEAN OUT
ELECTRIC MANHOLE
ELECTRIC PANEL
ELECTRIC OUTLET
ELECTRIC JUNCTION BOX
YARD LIGHT
LIGHT POLE
WATER VALVE
WATER METER
FIRE HYDRANT
WATER FAUCET
POST INDICATOR VALVE
TELEPHONE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
CLEAT
POST OR BOLLARD
SIGN
4.33
BM #
OR
TBM #
SURVEY LEGEND
DISCIPLINE DESIGNATORS
GENERAL G
SURVEY V
CIVIL C
STRUCTURAL S
ARCHITECTURAL A
MECHANICAL M
ELECTRICAL E
SHEET TYPE DESIGNATORS
0 GENERAL
1 PLANS
2 ELEVATIONS
3 SECTIONS
4 LARGE-SCALE VIEWS
5 DETAILS
6 SCHEDULES AND TABLES
7 DIAGRAMS
SECONDARY DESIGNATORS
DEMOLITION D
GENERAL G
SUBSTRUCTURE B
FRAMING F
COMPONENT C
SITE S
AD102E
SHEET TYPE DESIGNATOR
SHEET SEQUENCE
SHEET NUMBERING
BUILDING DESIGNATOR (OPTIONAL), SEE SHEET G-101
SECONDARY DESIGNATOR (OPTIONAL)
DISCIPLINE DESIGNATOR
PIV
1. A HAZARDOUS MATERIALS SURVEY WAS PERFORMED BY ARC ENVIRONMENTAL COMPLETED IN MAY AND OCTOBER 2020 FOR STRUCTURES OR LIMITED PORTIONS OF STRUCTURES WHICH ARE PLANNED TO BE IMPACTED BY DEMOLITION AND/OR REPAIR ACTIVITIES. NO ASBESTOS-CONTAINING MATERIALS OR LEAD-BASED PAINT WERE IDENTIFIED DURING THE COURSE OF THE
SURVEY.
2. CONTRACTOR IS RESPONSIBLE FOR THE COLLECTION AND ANALYSIS OF TCLP SAMPLE FOR CHARACTERIZATION AND PROPER
DISPOSAL OF GENERATED WASTES, AS REQUESTED BY THE OWNER.
3. CONTRACTOR IS RESPONSIBLE FOR ALL HAZARDOUS WASTE GENERATED. THE HAZARDOUS WASTE DISPOSAL SITE MUST BE
SUBMITTED FOR REVIEW AND PRE-APPROVED BY THE OWNER.
4. PROPERLY REMOVE, HANDLE, PACKAGE, AND DISPOSE OF/RECYCLE MERCURY-CONTAINING LIGHT TUBES AND IDENTIFIED
BALLASTS (MAY CONTAIN PCBS) FOR DESIGNATED PORTIONS OF THE SITE.
5. SHOULD ADDITIONAL SUSPECT MATERIALS NOT PREVIOUSLY SAMPLED BE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION, NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE WITHIN 24-HOURS OF DISCOVERY. SUSPECT MATERIALS NOT PREVIOUSLY SAMPLED MUST BE ASSUMED TO BE ASBESTOS-CONTAINING OR SAMPLED AND ANALYZED VIA
POLARIZED LIGHT MICROSCOPY (PLM) PRIOR TO DISTURBANCE.
GENERAL HAZARDOUS MATERIALS NOTES APPLICABLE TO PROJECT AREA
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
SR
- F O
R T
M
AC
O N
R O
AD
FIBERGLASS BLDG
LIFT STATION
(#16748)
1 STORY
BRICK BLDG
(#16741)
1 STORY
BRICK BLDG
(#16742)
TBM PAINTED
"X" ON CONC
N=352824 E=2696881
ELEV=3.65 1 STORY
BRICK BLDG
(#16740)
WD SHED
(#67657)
WD SHED
(#16745)
WD SHED
WD SHED
2 STORY
MTL BLDG
(#49763)
FIBERGLASS BLDG
ON CONC PAD
LIFT STATION
(# 67648)
1 STORY
BRICK BLDG
(#16750)
1 STORY
BRK BLDG
1 STORY
BLOCK BLDG
(#67650)
WD CANOPY
(OUTDOOR
GRILLING)
GUARD HOUSE
W/ CANOPY
STORAGE SHELTER
(#67663)
1 STORY
MTL BLDG
(#16754)
PEBBLE SHED #3
(#67659)
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FR
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B
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CONTROL POINT #2071
RBC
N=352839.43 E=2697005.10
ELEV=5.42
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E D
PEBBLE SHED #4
(#67658)FIBERGLASS BLDG ON CONC PAD
WET PIT FOR SAN SEWER
(#67647)
S
TO
R
Y B
LO
C
K B
LD
G
(8
5)
S
TO
R
Y C
E M
E N
T B
LD
G
2)
1 STORY
CEMENT BLDG
1 STORY
FRAMED BLDG
(#16758)
1-STORY
FRAMED BLDG
(#16761)
S
TO
R
Y C
O N
C B
LD
G
6)
S
TO
R
Y B
LO
C
K B
LD
G
5)
S
TO
R
Y
FR
A M
E D
B
LD
G
3)
1 STORY BLOCK
BLDG1 STORY BLOCK
BLDG (#16759)
2 STORY
BLOCK BLDG
(#16744)
P E
B B
LE
S
H E
D
(1
0' x
2'
S
TO
R
Y W
O O
D B
LD
G
(2 0' x
0'
S
TO
R
Y W
O O
D B
LD
G
(2 5' x
0'
S
TO
R
Y W
O O
D B
LD
G
(2 6' x
0'
P E
B B
LE
S
H E
D
(1
3' x
1'
BOGUE SOUND
CONTROL POINT #2065
37_SMILAX_B
N=353132.31 E=2696915.07
ELEV=3.70
CONTROL POINT #2064
37_SMILAX_A
N=353054.55 E=2696936.32
ELEV=3.70
CONTROL POINT #2066
PKS
N=353338.03 E=2696832.31
ELEV=2.93
CONTROL POINT #2074
PKS
N=353012.72 E=2696729.09
ELEV=3.64
TBM #50
"X" ON BONNET
BOLT OF FH
N=352920
E=2696691
ELEV=7.33
CONTROL POINT #2075
RBC
N=353073.82 E=2696524.03
ELEV=8.20
CONTROL POINT #2067
RBC
N=353582.41 E=2696814.50
ELEV=4.98
TBM #2060
"X" ON BONNET
BOLT OF FH
N=353609
E=2696881
ELEV=7.76
TBM
PAINTED "X" ON CONC
N=353316 E=2696933
ELEV=3.39
CONTROL POINT #2069
RBC
N=353440.22 E=2697140.02
ELEV=6.62
TBM #2061
"X" ON BONNET
BOLT OF FH
N=353432 E=2697140
ELEV=8.78
CONTROL POINT #2076
NO 2 1973
PID: AC7535
N=353737.09
E=2696975.78
ELEV=6.20
CONTROL POINT #2068
RBC
N=353777.69 E=2697089.28
ELEV=7.04
CONTROL POINT #2070
RBC
N=353056.05 E=2697191.35
ELEV=4.84
TBM #2062
"X" ON BONNET
BOLT OF FH
N=352555
E=2697171
ELEV=6.80
CONTROL POINT #2072
RBC
N=352657.89 E=2697213.24
ELEV=4.39
CONTROL POINT #1579
RBC N=352326.57
E=2697166.40
ELEV=4.00
BM #23
NO 5 1973
PID: AC7537
N=352276
E=2697214
ELEV=10.20
BM #22
NO 4 1973
PID: AC7536
N=352285
E=2697182
ELEV=10.07
TMB #1571
"X" IN BONNET
BOLT ON FH
N=352336
E=2697165
ELEV=6.26
CONTROL
POINT #1575
MACO B 1995
PID: AB6834
N=352227.74 E=2696915.01
ELEV=4.19
CONTROL POINT #1576
RBC
N=352326.85 E=2696943.37
ELEV=3.93
CONTROL POINT #1574
RBC
N=352469.22 E=2696743.72
ELEV=3.88
TBM #55
"X" ON BONNET
BOLT OF FH
N=352559 E=2696806
ELEV=5.82
CONTROL POINT #2077
MACO_A 1995
PID: AB6833
N=353135.79 E=2696256.96
ELEV=8.26
CONTROL POINT #2073
RBC
N=352709.19 E=2696752.66
ELEV=4.96
CONTROL POINT #1573
RBC
N=352695.69 E=2696666.03
ELEV=5.93
1 STORY
CONC BLDG
FENCED IN LOCKED AREA
WITH
2 STORAGE CONTAINERS
CONTROL POINT #1572
RBC
N=352801.54 E=2696471.05
ELEV=8.25
STORMWATER
RETENTION POND
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
N
60' 0' 60' 120'
SCALE: 1''=60'
G
B
A
C
DE
F
H
J
K
L
BUILDING REPAIR PROJECT IDENTIFICATION
IDENTIFIER BUILDING NO. BUILDING NAME
A 16754 RACQUETBALL BUILDING (GYM)
B 16750 MULTI-MISSION BUILDING
C 848995 HAZMAT BUILDING
D 16753 ISD OFFICE BUILDING
E 16744 ENGINEERING FACILITIES BUILDING
F 16743 MEDICAL / DENTAL BUILDING
G 16741 ANT - FORT MACON
H 16740 PREVENTION BUILDING
J 16742 EXCHANGE BUILDING
K 16757 PUBLIC WORKS LAWN MAINTENANCE SHED #1
K 16745 PUBLIC WORKS LAWN MAINTENANCE SHED #2
K 848131 PUBLIC WORKS EQUIPMENT SHED
K 852121 MASTER-AT-ARMS SHED
K N/A PEBBLE SHED #1
K N/A PEBBLE SHED #2
K 67659 PEBBLE SHED #3
K 67658 PEBBLE SHED #4
L 67659 DOCK SIDE UTILITY BUILDING
M 16746 IPD HAUL OUT BUILDING
N N/A OUTSIDE PAVILION
FOR STORMWATER RETENTION POND
REPAIRS, SEE SHEET C-101
FOR PUBLIC WORKS SHEDS
REPLACEMENT SITE PLAN,
SEE SHEET C-105
FOR STORMWATER POND
INFILTRATION SYSTEM REPAIR PLAN,
SEE SHEET C-102
FOR NORTH PARKING LOT
INFILTRATION SYSTEM REPAIR PLAN,
SEE SHEET C-104
FOR DRAINAGE IMPROVEMENT PLAN,
SEE SHEET C-103
K
K K
M
N
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
(-2
(-3
(-1
(-1)
(-2)
(-3)
CO
SSMH
TOP=6.23'
BTM=3.29'
INV IN=3.11'
INV OUT=3.06'
SEWER
PUMP
TOP=7.00'
6.29
6.77
6.85 6.79
6.42
6.85
6.96
7.98 7.33
6.52
6.75 6.69 6.80
6.75 6.75
6.70
6.75
6.79
6.69
6.61
6.636.45
6.58
6.64
6.48
6.38
6.30
6.24
6.276.05
6.11
6.18
6.15
5.78
ASPHALT CURB
CONC SW
FFE=7.30'
FFE=7.41'
84" C H
LK 3SBW
GRASS
ED
G
E O F R
IPR
AP
EDGE OF RIPRAP
WOOD
BUMPER
WOOD
BUMPER
BOGUE SOUND
BOGUE SOUND
BOGUE SOUND
CONCSEAM
CONCSEAM
GRAVEL
W
OOD B
OLL
AR
DS
CONNEC
TE
D W / R
OPE
CONC
CONC
CONC
DOCK
CONC
DOCK
ASPHALT
ACCESS COVER
TOP=8.04
6" D
IP
6" D
IP
6" D
IP
4"DIP
SS
SS
SS
SS
SS
SS
SS
SS
SS
WOOD PILING
(typ.)
WOOD PILING
(typ.)
1 STORY
ROCK/CEMENT
BLDG.
(13' x 21')
1 STORY
ROCK/CEMENT BLDG
(10' x 12')
72" CHLK
1 STORY
WOOD BLDG
(20' x 20')
ASPHALT
72" CHLK
GATE
1 STORY
WOOD BLDG
(26' x 20')
1 STORY
WOOD BLDG
(25' x 20')
ELEC HH
TOP=6.81
72" CHLK
36" CHLK
84" CHLK
3SBW
84" CHLK
3SBW
WOOD WALL
WOOD
BULKHEAD
USCG
SIGN
METAL
BOLLARD
METAL
BOLLARD
RIPRAP
RIPRAP
RIPRAP
CO
RR
UG
AT
ED
M
ET
AL
JE
TT
Y
CORRUGATED
METAL JETTY
CORRUGATED
METAL JETTY
U/G ELEC.
TO DOCK
CONC
RAMP
WOOD DOLPHIN
(PILINGS)
ACCESS COVER
TOP=7.98'
ACCESS COVER
GRASS
ELEC. PANEL
ELEC. BOX
3 PHASE
OUTLET
ACCESS COVER
TOP=8.07
WATER
HOOKUP
CONC
RAMP
CONC.
WALL
ACCESS COVER
TOP=6.39
ACCESS COVER
TOP=5.99
FH
WOOD BOLLARDS
CONNECTED W/ ROPE
WOOD PILING
(typ.)
6.49 7.11
6.08 6.10
6.07 5.36
6.33
WVWV
6.83
6.80
6.78
ELEC HH
TOP=7.03'
6.
6.91
7.20
6.
6.71
6.75
6.75 6.73
FFE=
7.35'
FFE=7.24'
FFE=7.33'
8.67
8.10
9.16
10.71 9.74
11.89
9.23 8.47
7.738.42
7.02 7.27
7.16 7.26
7.77 7.57
7.21
5.99 6.23
5.
5.53
-2.98 -3.32
-3.63
-2.95-2.87
-1.94
-0.43
1.11
3.24
3.06
3.73
3.70
2.90
3.19
1.38
-0.22 -0.12
0.99
2.34
2.83
3.68
4.08
7.06 7.327.32
7.24
7.12
6.18
5.75
5.73
5.88 6.27
6.73
7.08
7.22 6.96
7.31
7.04
5.84
6.04
5.77
5.64
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
DRAIN
TOP=8.05'
5.43
5.29
4.67
5.02
5.84
6.03
5.71
5.98
6.02
6.04
6.02
5.92
5.93
6.47
6.50
6.
6.52
6.25
6.05
LP
LP
WV
FH
ELEC JB
TBM #2060
"X" ON BONNET
BOLT OF FH
N=353609
E=2696881
ELEV.=7.76
CONTROL POINT #2067
RBC
N=353582.41 E=2696814.50
ELEV.=4.98
CONTROL POINT #2068
RBC
N=353777.69 E=2697089.28
ELEV.=7.04
CONTROL POINT #2076
NO 2 1973
PID: AC7535
N=353737.09 E=2696975.78
ELEV.=6.20
PVMT CUT
PV
M
T
CU
T
SS
CONC
GRAVEL
DI
TOP=5.86'
(STR FULL
OF GRAVEL)
DI
TOP=5.25'
(STR FULL
OF GRAVEL)
DI
TOP=5.21'
(STR FULL
OF GRAVEL)
DI
TOP=5.18'
(STR FULL
OF GRAVEL)
C O
N C
6" CONC WALL
BOAT TIE CONC
CO
CO
ASPHALT
CONC
CONC
7.324.62
5.26
5.25 5.59
5.69
5.17
5.52
ELEC HH
TOP=6.14'
LP
LP
BOAT TIE
6.20
6.38
6.30
6.28
6.36
6.40
WM
6.96 7.14
7.19 6.88
7.147.09
7.62
7.61
7.59 7.63
7.75 7.41
6.666.526.476.516.546.536.426.476.506.406.25
5.98 5.95 6.04 5.99 5.98 6.07 6.09 6.20 6.35 6.49
6.005.87 5.765.695.615.655.655.685.75
5.95 6.25
6.13 5.39 5.30 5.52 5.53 5.32 5.30 5.46 5.27 5.31 6.00
6.035.875.725.725.835.825.896.44
CATV
ELEC TRANS
ON CONC PAD
(1CKN51)
LP
LP
TMH
TOP=6.80'
BTM=0.80'
6.90
6.97 6.62
6.53 6.62
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
MATCH LINE - SEE SHEET V-102
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
SSMH
TOP=3.23'
BTM=0.35'
INV IN (N)=-0.09'
INV IN (NW)=-0.18'
INV OUT (S)=-0.18'
ELEC PANEL
2.88
2.93
2.91
2.86
2.93
2.89
2.84
2.80
2.78
2.
2.84
2.84
3.
473.312.87
2.86
2.90 2.86
2.96
3.32
3.35
3.06
3.01
2.93
2.82
3.03
3.17
3.29
3.38
3.12
3.06
2.91
2.80
3.41 3.49 3.51
3.553.51
3.43
3.24 3.13
3.08
3.18
3.30
3.36
3.55
3.31
3.09
3.62
3.54
3.52
3.54
3.58
3.55
3.60
3.61
3.53
3.50
3.49
3.47
3.47
3.49
3.46
3.43
3.44
3.40
3.41
3.47
3.43
3.49
3.53
3.44
3.44
3.37
3.41
3.45
3.38
3.37
3.40
3.43
3.52
3.47
3.43
3.07
3.15
3.16
3.26
3.39
3.39
3.19
3.28
3.34
3.36
3.30
3.22
3.10
3.05
3.06
3.03
3.07
3.13
3.24
3.26
3.31
3.37
3.543.46 3.373.32
3.21 3.10
3.26
3.24
3.21
3.27
3.19
3.14
3.12
3.08
3.01
2.93
2.74
2.95
2.83
2.90
2.91
2.94
3.01
3.04
3.00
2.97
3.01
3.02
CL DITCH
PVMT CUT
FFE=4.70'
FFE=4.55'
ROPE FENCE
WITH 4"x4"
POSTS
ROPE FENCE
WITH 4"x4" POSTS
84" C H
LK 3SBW
LP TANK
ELECPANEL
CONC
EDGE CONC
EDGE CONCBOAT TIE
BOLLARD
BOGUE SOUND
TD
TOP=2.78
BTM=2.37
TD
TOP=2.64
BTM=1.42
ED
G
E C O
N C
CONC.
WALL
CO
NC CUT
6"PVC
SS
SS
ASPHALT
CONC.
WALL
BOAT SLIP
SSMH
TOP=4.35
BTM=2.13
INV IN (N)=2.43
INV IN (NE)=2.40
INV IN (E)=1.77
INV OUT (S)=1.70
10"PVC
STMH
TOP=3.31'
BTM=-0.69'
INV OUT=-0.19'
6"
PV
C 6"
PV
C
SSMH
TOP=3.30
BTM=1.77
INV IN (N)=1.34
INV OUT (S)=1.17
SS
SS
SS
SS
SS
SS
SS
SS
CONCCONC
ELEC. PANEL METAL
BOX
TRENCH
DRAIN
FUEL CONTAINMENT AREA
WATER
LINE SEWER
PUMP
CONC.
WALL
WOOD
PILING
POWER MODULE
ELEC. INTERLOCK
ON CONC. PAD
WOOD
PILING
ACCESS COVER
TOP=2.85
ACCESS COVER
TOP=2.96
ACCESS COVER
NO ACCESS
TOP=2.92
5.35 5.42
8.55
7.
5.58
7.556.37
8.
7.
346.
8.32
7.
666.
8.03
7.
7.95
8.
7.
116.
6.
6.45
5.78
5.45
5.92
6.06
LP
WVFH
3.28
4.48
4.67
ELEC ACCESS
TOP=4.30'
ELEC HH
TOP=3.79'
WM
4.44
3.37
3.43 3.82
4.66
5.02
EO
EO
LP
ELEC JB
#NJ0006
WM FH
ELEC HH
TOP=3.59'
WV
CLEAT
CLEAT
CLEAT
WV
WV
WVWV
WV
FH
ELEC JB (#NJ0005)
TOP=4.86'
LP
TBM #2061
"X" ON BONNET
BOLT OF FH
N=353432
E=2697140
ELEV.=8.78
CONTROL POINT #2066
PKS
N=353338.03 E=2696832.31
ELEV.=2.93
CONTROL POINT #2069
RBC
N=353440.22 E=2697140.02
ELEV.=6.62
W D
D
EC
K
CONC PORCH
84" CHLK 3SBW
1-STORY
BLOCK BLDG
(#16759)
CONC
CONC
CONC
CONC
CONC
P V
M T C
U T
PVMT
CUT
PVMT CUT
SS
PVMT CUT
4" PVC
SSMH
TOP=3.65'
BTM=-0.71'
INV.IN=-1.12' (N)
INV.IN=-0.73' (E)
INV.IN=-1.08' (NW)
INV.OUT=-1.05' (S)
END
UKN
6" DIP
6" DIP
SS
SS
SS
6" D
IP
SS
SS
SS
6" D
IP
SS
SS
SS
SSMH
TOP=7.92
(MANHOLE BOLTED DOWN-
INACCESSIBLE)
6"PVC
SS
SS
SS
SS
SS
SS
W D
R
AM
P
BLOCK WALL
BLOCK WALL
CONC
CONC
LP TANK
5 ELEC PANELS
MOUNTED ON
WOOD PANELING
RIP RAP
RIP RAP
1-STORY
CEMENT
BLDG
36" STEEL
RAILINGCONC
STEPS
CONC LANDING
CONC
CONC WALL
1-STORY
CEMENT BLDG
(#67652)
GRAVEL
36" STEEL RAILING
36" STEEL RAILING
CONC RAMP
1-STORY
BLOCK BLDG
(HAZMAT)
XX
ASPHALT
1-STORY
FRAMED BLDG
(#16758)
1-STORY
FRAMED BLDG
(#16761)
CONC SW
CONC
STEPS
WD STEPS
36" STEEL RAILING
CONC STEPS
CONC
PORCH
CONC
RAMP
2-STORY
CONC BLDG
(#16746)
1-STORY
BLOCK BLDG
(#16755)
1-STORY
FRAMED BLDG
(#16753)
1-STORY
BLOCK BLDG
(NO #)
36" STEEL
RAILING
CONC
PORCH
CONC
STEPS
CONC
STEPS
36" STEEL RAILINGCONC STEPS
POWER MOD
INTERLOCK
C O
N C
W
ALL
C O
N C
W
ALL
C O
N C
W
ALL
CONC WALL
2-STORY
BLOCK BLDG
(#16744)
C O
N C
WOOD SHED
7.36
5.61
6.56
7.035.47
5.32 7.10
5.98
5.13
5.06 5.83
6.314.92
5.07 6.63
6.995.20
7.375.50
7.045.96
TMH
TOP=5.70'
BTM=-0.47'
4.
4.
4.
5.
7.71
7.70 7.08
7.697.91
7.98 7.75 7.42
7.29 7.64
7.88
7.87 7.46
6.94
6.95 7.37
7.85
7.76
7.43 6.68
4.63 5.56
6.46
5.71 6.53
6.09 5.04
5.01 6.05
5.98
4.96 5.63
5.59 5.1
FFE=6.42'
WV
FFE=8.05'
5.35 5.19
5.16 4.88
5.08 4.95
5.28 5.33
5.14 5.03
5.25 5.31
WM
POST
5.16 5.06 5.10 5.09
5.33
5.48
5.66
4.78
3.78
4.08
4.31
5.615.63
5.65
ELEC ACCESS COVER
TOP=4.94'
WV
5.345.42
5.30
FFE=4.63'
ELEC HH
TOP=4.97'
AC
AC
3.96 3.75
4.00
REGULATOR
SS ACESS LID
TOP=4.60'
LP
PIV
FH
LP
FFE=8.02'
5.58
5.79
5.46
4.99
5.70
5.46
5.38
5.39
5.56
5.48
5.57
5.54
5.38 5.40
5.50
5.48
5.38
5.21
5.02
5.08
5.07
5.00
5.22
5.37
5.
5.
FFE=3.54'
3.69
3.78
3.81
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
FFE=4.00'
FFE=4.59'
TBM
PAINTED "X" ON CONC
N=353316 E=2696933
ELEV.=3.39'
3.68
3.91
3.80
3.45
3.60 3.88
3.91
3.92
3.89
BOAT TIE
LP
WM
3.20
3.32
3.57
3.61
BOL
BOL
FFE=8.06'
FFE=6.31'
FFE=3.98'
PAINTED "X" IN CONC
ELEC ACCESS COVER
TOP=3.41'
FFE=8.09'
FFE=5.19'
FFE=8.10' BOL
BOL
FFE=3.96'
BOL
BOL
BOL
BOL
ELEC
ACCESS COVER
TOP=3.10'
WV
BOAT TIE
WATER LINE
HOOKUP
BOL
BOL
SS PUMP
BOAT TIE
CLEAT
CLEAT
10" PVC
INV.=-0.12'
BOAT
TIE
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
5.79
5.58
5.39
5.39
5.90
4.60
4.77
4.15
ELEC HH
TOP=4.77'
FFE=8.08'
6.88
6.52
6.17
6.54 7.40
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
MATCH LINE - SEE SHEET V-103
MATCH LINE - SEE SHEET V-101
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V -1
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
UKN ACCESS COVER
(NO ACCESS)
TOP=5.74'
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SSMH
TOP=3.83'
BTM=-1.91'
INV.IN=-2.43' (N)
INV.IN=-2.31' (SW)
INV.IN=2.02' (SE)
INV.OUT=-2.37' (S)
UKN ACCESS COVER
(NO ACCESS)
TOP=6.27'
UKN ACCESS CO
VER
(NO
ACCESS)
TO
P=4.19'
3.79
3.83
3.79
3.98
3.85
3.87
3.68
3.62
3.64
3.69
3.67
3.66
3.68
3.69
3.70
3.78
4.06
3.85
3.87
3.90
3.87
3.84
3.88
3.89
3.91
6.085.825.53 4.21
5.93
6.00
5.96
3.61
3.58
3.59
3.52
3.48
3.09
3.07
3.11
3.11
3.20
3.14
P V
M T C
U T
GRAVEL
GRAVEL
GRAVEL
M
TL
R
AM
P
42" STEEL
RAILING
42" STEEL
RAILING
42" STEEL RAILING
WOOD WALK
WATER
PIV
WD POSTS
10" POSTS
BOL
C O
N C
W
ALL
C O
N C
W
ALL
BOX WITH
WATER VALVE
GRASS
GRASS
CONC.
BUMPER
CONC.
BUMPER
6"PVC
TD
TOP=3.67
BTM=2.71
TOP=6.23
BTM=4.84
INV OUT=4.86
CONC
WALL
ELEC HH
TOP=2.01
ELEC HH
TOP=1.94
ELEC HH
TOP=2.08
FLO
ATIN
G D
O C
K
FLO
ATIN
G
D O
C K
BOLLARDS
DRAIN
TOP=3.61
DRAIN
TOP=3.59
BOLLARDS
CONC
WALL
C O
N C
W
ALL
EN
D
N O
T FO
U
N D
(TO
O
D
EEP)
CONC
WALL
G R
ASS
WOOD
PILING
(typ.)
CONC
BOAT
RAMP
W O
O D
D O
C K
8"PVC
SS
SS
6"PVC
6"PVC
SSMH
TOP=3.42
BTM=0.06
INV IN (N)=-0.53
INV IN (W)=-0.44
INV OUT=-0.53
8"PVC
8"PVC
SSMH
TOP=3.36
BTM=-0.54
INV IN=-0.96
INV OUT=-1.10
METAL/CONC
BOLLARDS
WOOD
PILING
BOLLARD
METAL/CONC
BOLLARDS
SS
ELEC PANEL
SAN. SEWER
ACCESS COVER
TOP= 4.53
BTM= 1.43
WOOD RAIL
CONC.
FOC SIGN
ELEC. MANHOLE
TOP=6.36
BTM=1.82
C O
N C
CONC SW
STEPS
LB
EMER. PUMP
SHUTOFF
TELEPHONE
CONC. WALL
METAL POST
W/ LIFE
PRESERVER
ACCESS
COVER
TOP=3.60
DIESEL
PUMP
GAS PUMP
BOX
WOOD
DECK
ELEC. JB
TRANS
#ND640
ELEC PANEL
TD
TOP=3.64
BTM=2.64
INV=2.68
GAS LINE
DIESEL LINE
1000 GALLON
DIESEL TANK
500 GALLON GAS
TANK
TRENCH
DRAIN
TOP=5.85
BTM=5.10
ACCESS LID
UNKNOWN UTILITY
TOP=3.64
ACCESS PANEL
NO ACCESS
TOP=3.17
2" METAL
PIPES
ELEC
PANEL
& BOX
SEWER
PUMP
TOP=3.96
ELEC
BOX
ELEC.
PANEL
CONC. WALL
BREAK IN
CONC WALL
CONC.
BUMPER
CONC.
BUMPER
500 GALLON
WASTE OIL TANK
CONC
CONC
CONC.
BUMPER
36" STEEL
R
AILIN
G
ELEC. LINE
(HANGING
UNDER DECK)
CONC. PILINGS
METAL
RAMP
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
CONC. PILINGS
WOOD DOLPHIN
(PILINGS)
ELEC HH
TOP=2.08
ELEC. LINE
(HANGING
UNDER DECK)
ELEC
BOX
FLO
ATIN
G
D O
C K
WOOD DOLPHIN
(PILINGS)
ELEC HH
TOP=2.06
ELEC
BOX
M
ETAL R
AM
P
16" FIBERGLASS
PILING
16"
FIBERGLASS
PILING
ELEC
BOX
ELEC
SHUTOFF ACCESS PANEL
BOLTED SHUT
WOOD
BUMPER
CONC
WALL
WOOD
DECK
WOOD DOLPHIN
(PILINGS)
CONC
U/G ELEC
ELEC JUNCTION BOX
C O
N C
C U
T
CONC C
UT
WOOD
PILING
(typ.)
WATER SERVICE
AIR VALVE
AIR LINE
SEWER
PUMP
FLO
ATIN
G D
O C
K
ELEC PANEL
ON CONC PADS
GRAVEL
U E
U
EU
E
U E
FH
CLEAT
6.25
6.85 7.04
7.27
LP
WM
WM4.60
4.56
5.104.14
4.25
FLAG
BOL
WM
WATER LINE
4.18
3.89
3.93
4.14
4.38
3.70
3.90
3.78
3.
3.72
3.84
LP
WV
TBM #50
"X" ON BONNET
BOLT OF FH
N=352920 E=2696691
ELEV.=7.33
CONTROL POINT #2064
37_SMILAX_A
N=353054.55 E=2696936.32
ELEV.=3.70
CONTROL POINT #2065
37_SMILAX_B
N=353132.31 E=2696915.07
ELEV.=3.70
CONTROL POINT #2070
RBC
N=353056.05 E=2697191.35
ELEV.=4.84
CONTROL POINT #2071
RBC
N=352839.43 E=2697005.10
ELEV.=5.42
CONTROL POINT #2074
PKS
N=353012.72 E=2696729.09
ELEV.=3.64 SS
84" CHLK 3SBW
P V
M T C
U T
PVM
T C
U T
PVMT CUT
SERVICE LINE
PVMT CUT
SS
SS
SS
PVMT CUT
4" PVC
6" D
IP
SS
SS
SS
SS
6" DIP
SS
SS
ALUMINUM STEPS
ALUMINUM STEPS
RAISED ALUMINUM DECK
W/MTL CANOPY
MTL TRAILER
1-STORY
MTL BLDG
DRYING RACK
FOR BUOYS
84" CHLK
G A
TE
84" C H
LK
G
A
TE
84" C H
LK
CONC STEPS
36" STEEL
RAILING
36" STEEL
RAILING
CONC RAMP
120" CHLK
120" C H
LK
120" C H
LK
48" C
H
LK
48" C H
LK
48" C
H
LK
120" C H
LK
120" CHLK
120" C H
LK
48" C
H
LK
LS BORDER
1-STORY
MTL BLDG
CONC
STORAGE SHELTER
(#67663)
1-STORY
MTL BLDG (GYM)
(#16754)
CONC
STEPS
CONC STEPS
PULL-UP
BARS
LS TIMBER
LS TIMBER
LS TIMBER
VOLLEYBALL
AREA
LS ROCK
MTL POLE
RUNNING
THROUGH POSTS
7 ELEC PANELS
MOUNTED ON
WOOD PANELING
1-STORY
MTL BLDG
1-STORY
FRAMED BLDG
(#16743)
3 ELEC PANELS
MOUNTED ON
WOOD PANELING
SHED
SHED1-STORY
CEMENT BLDG
(#67658)
1-STORY
CEMENT BLDG
(#67659)
CONC
SW
CONC
SW
C O
N C
W
ALL
C O
N C
W
ALL
TENNIS
COURT
7.055.56
7.745.61
7.255.53
7.535.48
7.425.59
5.79 7.84
7.73 5.85
7.805.85
7.835.80
7.57 5.84
7.25
5.70
5.74 7.74
8.195.89
7.43 5.94
5.95 8.33
8.48
5.89
5.76 7.41
7.355.77
5.88 7.77
7.36 5.81
4.01 PARKING RESERVATION
SIGN POST
7.21
4.85
5.45
5.28
5.135.41
5.615.705.68 5.67
5.42 5.50
5.24
5.31
5.40
5.12
5.22 4.56
4.53
5.98
5.85 6.13
6.115.79
5.905.58
5.69
6.02
6.75
6.83
6.82
6.68
6.02
6.06
6.28
6.36
6.996.546.36
6.866.52
6.236.14
LP
FFE=10.56'
TMH
TOP=5.13'
BTM=2.12'
AC
5.78 6.07
5.61 5.24
5.16 5.67
5.67 5.705.68
5.56
5.62
6.03
6.05
6.05
6.10
6.12
6.12
6.02 5.83
5.89
5.82
5.88
5.84
5.84
5.87
BASKETBALL GOAL
BASKETBALL GOAL
TENNIS NET POST
TENNIS NET
POST
LP
FH
WM
WD POST
5.57
5.
4.93 4.81
4.95
5.03
5.23
5.29
5.33
5.46
5.39
5.28
WD POST
5.225.54
6.36 7.128.07
7.86
7.92 7.22
5.83
5.64
5.72
5.41
5.26
5.35
5.34 5.32
WV
BOL
BOL
WM
FH
LP
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.
5.47 5.28
5.285.49
5.38 5.12
5.33 5.10
5.29
FFE=8.12'
FFE=8.10'
5.66
5.42
5.66
5.46
5.43
VOLLEYBALL NET POST
VOLLEYBALL NET POST
5.11 4.89 4.92 4.88
4.965.204.94
5.81 5.26 5.06 5.30 5.26 5.00 4.92 4.76
5.60
5.46
5.74
5.485.62
6.20
5.98
5.32
5.58
5.68 5.47
5.29 5.57
5.43 5.18
5.32 5.84
6.26
6.72
POST
POST
POST
POST
6.10
5.94
5.42 5.385.495.71
5.49 5.90
ELEC HH
TOP=6.09'
ELEC MH
TOP=6.28'
BTM=1.15'
AC ACELEC MH
TOP=6.12'
BTM=1.62'
ELEC TRANS
(NJ004)
WV
5.77 5.976.15
5.78 5.02
LP
4.72
4.40 4.03
4.35 4.00
3.91
3.72
3.82
3.
FFE=4.76'
FFE=4.74'
LP
3.81
3.88
3.76
3.62
3.86
4.12
4.07
3.96
3.91
POST
POST
ELEC
ACCESS COVER
TOP=3.77'
WV
WATER HOOK UP
SS PUMP
BOAT TIE
CLEAT (50 TON)
CLEAT (50 TON)
CLEAT
CLEAT
LP
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
CLEAT
FIBERGLASS BLDG. ON
CONC. PAD WET PIT FOR
SAN. SEWER #67647
SSMH
TOP=4.37
BTM=1.48
INV IN (E)=2.51
INV IN (SE)=3.18
INV OUT (N)=0.95
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
MATCH LINE - SEE SHEET V-104
MATCH LINE - SEE SHEET V-102
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V -1
MATCH LINE
SEE SHEET V-108
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
5 6 75
SS PUMP STATION
ACCESS COVER
TOP=5.54'
BTM=-7.96
INV.IN=-3.28' (E)
INF.OUT=-1.13' (SE)
ELEC ACCESS COVER
TOP=4.27'
BTM=1.30'
CO
C O
CO
SSMH
TOP=5.21'
BTM=-1.93'
INV.IN=-2.23' (E)
INV.IN=-2.25' (SE)
INV.OUT=-2.24' (NW)
SSMH
TOP=5.86'
BTM=-0.54'
INV.IN=1.85' (N)
INV.IN=-0.10' (N)
INV.IN=-0.86' (NE)
INV.OUT=-0.89' (W)
CO
CO
CO
SSMH
TOP=4.25'
(INACCESSIBLE)
SSMH
TOP=5.14'
BTM=2.49'
INV.IN=2.14' (SE)
INV.IN=2.13' (NW)
INV.OUT=1.95' (S)
SSMH
TOP=6.25'
BTM=3.16'
INV.IN=2.74' (E)
INV.OUT=2.39' (NW)
CO
CONTROL
PANEL
UKN ACCESS
COVER
TOP=5.69'
UKN ACCESS COVER
TOP=4.97'
BTM=2.47'
3.58 3.57
3.86
3.87
3.79
3.68
3.61
3.72
3.65
3.56
3.97
3.90
3.46
3.39
3.53
3.53
3.57
3.66
3.62
3.62
3.47
3.59
7.04 7.23
7.
7.0
SS
AC
AC
AC
FFE=7.48'
AC UNITS
AC
2 AC UNITS
CONC PAD
AC
WEAPONS CLEARING
STATION
TBM #55
"X" ON BONNET
BOLT OF FH
N=352559
E=2696806
ELEV.=5.82
CONTROL POINT #1574
RBC
N=352469.22 E=2696743.72
ELEV.=3.88
PARKING BORDER
(TEL POLE ON GROUND)
6" CONC CURB
6" C
ONC CURB
6" C O
N C
C U
R B
36" STEEL RAILING
CANOPY
P A
R K
IN
G
B O
R D
E R
(T E
L P
O
LE
S O
N G
R O
U N
D
PARKING BORDER
(TEL POLES ON GROUND)
PARKING BORDER
(TEL POLES ON GROUND)
FFE=7.54'
TMH
TOP=3.92'
BTM=0.79'
10" WD
POSTS
DI
TOP=2.68'
BTM=0.44'
INV.OUT=0.44' (SE)
(BOX FULL OF
WATER AND SAND)
AIR CONNECTION BOX
TOP=5.18'
BTM=4.18'
36" STEEL RAILING
-0.46
DI
TOP=4.03'
BTM=-1.97'
INV.=1.53' (W)
DI
TOP=3.07'
BTM=1.77'
INV.OUT=1.86' (SE)
DI
TOP=3.22'
BTM=-0.38'
INV.IN=1.27' (NW)
INV.IN=1.04' (SW)
INV.OUT=0.80' (N)
1-STORY
BLOCK
BLDG
(#67650)
36" STEEL
RAILING
STEPS
AC
TRANS
#ND640
1 STORY BRICK
BUILDING
BLDG #16740
BOX
CONC
RAMP
42" STEEL
RAILING
BOLTED SHUT
TOP=3.73
CONC
7.27
TMH
TOP=3.91'
ELEC MH
TOP=3.72'
BTM=-0.38'
FFE=5.98'
TBM #2062
"X" ON BONNET
BOLT OF FH
N=352555
E=2697171
ELEV.=6.80
CONTROL POINT #2072
RBC
N=352657.89 E=2697213.24
ELEV.=4.39
CONTROL POINT #2073
RBC
N=352709.19 E=2696752.66
ELEV.=4.96
84" CHLK 3SBW
84" CHLK 3SBW
CONC
PVMT CUT
CONC
C O
N C
S/W
C O
N C
S /W
C O
N C
S /W
CONC S/W
6" PVC
SD
SD
6" VCP
SD
SD
END UNKNOWN
(POSSIBLE SERVICE LINE)
8" PVCSS
8" PVC
SS
SS
SS
10" PVC
SS
SS
SS
6" PVC
6" P
VC
SS
SS
SS
SS
SS
10" PVC
10" PVC
SS
SS
SS
SS
SS
PLANS SHOW SECOND PIPE
(COULD NOT FIND)
DI
TOP=3.54'
BTM=-0.41'
INV.IN=UKN (NW)
INV.IN=-0.25' (S)
INV.IN=-0.31' (SE)
INV.OUT=UKN (SW)
(BOX FULL OF WATER)
" H
D
PE
10" VC
P
12" PVC
UKN PIPE SIZE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
" P
V C
6" PVC
SS
S S
S S
S S
S S
S S
S S
10" PVC
END UKN
8" PVC
SS
SS
SS
DI
TOP=3.53'
P V
M T C
U T
LS
B
O R
D E
R
S
PVM
T C
U T
P V
M T C
U T
P V
M T C
U T
18" R
CP
72" VIN
YL
PR
IVAC
Y
FEN
C E
2 ELEC PANELS
MOUNTED ON
WOOD PANEL
C O
N C
S /W
1-STORY
BRK BLDG72" PRIVACY
FUEL TANK
PVMT CUT
POND
MTL BLDG
(CORROSIVE
STORAGE)
FIBERGLASS BLDG
LIFT STATION
(#16748)
CANOPY
CONC PORCH
CONC RAMP
1-STORY
BRICK BLDG
(#16741)
1-STORY BRICK BLDG
COAST GUARD EXCHANGE
(#16742)
CONC STEPS
CONC PORCH
36" STEEL
RAILING
BRK
WALL
CONC
RAMP
BRK
WALL
CONC S/W
LS BORDER
CONC S/W
LS TIMBER
LS TIMBER
USCG (#70093)
TOWER
5' WD
WALL
LS TIMBER
BRICK WALL
CONC STEPS
CANOPY
CONC
PVM
T C
U T
LS TIMBER
C O
N C
S/W
CONC S/W
C O
N C
S/W
CONC S/W
C O
N C
S/W
P V
M T C
U T
PVM
T C
U T
LS TIM
BER
LS TIMBER
2-STORY
BRICK BLDG
(#16751)
WD
CANOPY
(OUTDOOR
GRILLING)
INV.=-0.49'
12" DIP
(CAPPED)
-0.27
-0.37
-0.45
-0.04
-0.26 -0.79
-0.60
0.40 0.20
0.63 1.14
0.22
0.65
0.46
1.07
0.64
-0.05
0.17
-0.43 0.51
0.88
0.54
0.98
3.89 4.13
4.24 4.48
4.32
4.174.11
3.92 3.96 4.43
4.24 4.08
4.003.82
3.86
4.03 4.22 4.10
4.20
4.26
4.47
4.37
4.28
4.48
4.63
4.46
GAS LINE
PIV
ELEC MH
TOP=4.16'
BTM=1.23'
ELEC MH
TOP=3.20'
BTM=-1.00'
ELEC MH
TOP=4.05'
BTM=-1.70'
ELEC MH
TOP=3.82'
GAS LINE
ELEC MH
TOP=3.96'
BTM=-4.09'
3.93
3.95
4.05
4.094.03
3.93
4.04 4.00
4.03 4.16 4.12
3.963.833.683.753.903.98
FH 4.704.844.634.574.434.504.57
4.55
4.71
4.67
4.11
4.00
3.88 3.67
3.62
3.74
4.07
4.64
4.37
LP
4.05
3.96
3.76
3.84 3.80
3.94
4.05 4.04
3.93
3.87
3.79 3.98
4.07
4.13
4.19 3.85
4.48
3.77
3.73
4.42
4.44
3.80
4.19 4.42
4.49
LP
4.77
4.68
4.69
4.323.96
3.923.74
3.663.80
3.66 3.64
4.05 3.85
3.96 4.07
4.304.35
5.325.24
6.555.57
6.70 5.74
6.535.37
7.185.32
7.175.48
7.105.53
7.165.67
7.63 5.74
7.925.69
7.545.78
7.35 5.56
7.44 5.47
3.89
2.25 2.52
2.45 2.27
2.18 2.14
2.40
1.952.22 1.962.05
TMH
TOP=7.15'
BTM=1.75'
3.55
3.39
3.45
3.37 3.35
3.47
3.90
4.33
3.87
3.87
4.07
4.12
4.17 3.99
7.027.40 7.31
6.25
6.48 5.97
5.33 6.06 5.79
5.57
4.94
4.80 4.90
4.80
4.67
4.52
4.43
4.61
4.88
ELEC MH
TOP=5.25'
BTM=0.24'
WV
FH
POST (4"x4")
5.48
5.34
6.056.10
7.04
5.53
4.67
3.92
3.853.98
3.81
3.85
3.75
3.80
PARKING RESERVATION
PARKING RESERVATION
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
ELEC TRANS
FFE=7.66'
4.05
4.46
4.50
4.99
4.18
5.03
6.29
7.14
7.19
5.86
5.21
5.86
5.89
5.48 5.56 5.03
5.25
WV
POST (4"x4")
10" WD POST
BOL
BOL
BOL
BOL
BOL
7.30
7.42
7.32
LP
5.16
5.39
4.49
5.42 6.62
7.21
7.28 5.82
6.02 7.38
7.47
5.56 5.45
5.47 5.54
5.27
5.21 4.97
4.28
4.14
4.48
3.61
4.03
3.96
FFE=6.05'
WM
4.61
4.57
4.33
4.42
4.49
4.33
3.92
3.82
3.63
3.58
3.72
4.19
4.10 3.90
4.04 4.19
5.23
4.53
4.09
3.80
4.09
3.96
3.93
4.31
4.96
5.76 5.73
4.87
4.51
4.17
3.85
3.88
4.03 4.17
3.89
4.17
4.29
4.51
4.89
5.29
5.96 5.43
5.14
4.75
4.53
4.42
4.50
4.33
4.08
ELEC MH
TOP=4.71'
BTM=1.78'
POST
WV
FH
STMH
TOP=3.79'
BTM=-0.85'
(INVERTS
INACCESSIBLE)
WV
LP
POST
POST
POST
WM
WV
FH
TMH
TOP=5.27'
BTM=-0.23
TPED
ELEC JB
4.22
4.35 4.38
4.46 4.43
4.47 4.62
4.63
LP
4.79
4.77 4.69
4.66 4.60
4.56 4.79
4.75
LP
CATV
4.80
4.62
4.59 4.83
4.87 4.77
4.77 4.71
4.664.63
4.73 4.64
4.76 4.69
4.63 4.58
4.48 4.55
4.69 4.61
4.38
4.37
WM
WM
TBM
PAINTED "X" ON CONC
N=352824 E=2696881
ELEV.=3.65'
5.00 4.92 4.76
4.714.82 4.91
5.08 4.91
4.965.285.89
5.73 5.25 5.08 5.01 5.26 4.98
4.92 4.84
5.045.13 5.05
5.225.055.015.205.57
5.32 5.00 5.00 5.10 5.20 5.15
5.07 4.86
4.795.005.025.115.124.944.955.30
5.06 4.75 4.81 4.95 4.98 4.95 4.95 5.05
4.784.744.834.724.734.544.524.74
4.47 4.35 4.29 4.52 4.65 4.67 4.64 4.77
4.714.754.644.604.404.224.334.29
4.46 4.48 4.47 4.64 4.84 4.70 4.69 4.70
FFE=7.49'
BOL BOL
7.15
6.73
6.60
6.60
AC
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
POST
FFE=7.48'
DI
TOP=3.06'
BTM=1.45'
INV.OUT=1.51' (NE) 1-STORY
BRICK BLDG
(#16750)
SD
SD
SD
SD
SD
SD
SD
SD
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
MATCH LINE - SEE SHEET V-105
MATCH LINE - SEE SHEET V-103
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V -1
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
CO
GREASE TRAP
TOP=4.27'
BTM=-1.90'
GREASE TRAP
TOP=4.25'
BTM=-1.90'
GREASE TRAP
TOP=4.18'
BTM=-2.05'
GREASE TRAP
TOP=4.06'
BTM=-2.05'
CO
GATE MOTOR BOX
SPEED LIMIT
WALKING TRAIL
NO PARKING
STOP SIGN
4.43 4.284.15
4.224.09
AC
AC
AC
FLAG POLE
RETENTION
POND
TMB #1571
"X" IN BONNET
BOLT ON FH
N=352336
E=2697165
ELEV.=6.26
CONTROL POINT #1575
MACO B 1995
PID: AB6834
N=352227.74 E=2696915.01
ELEV.=4.19
CONTROL POINT #1576
RBC
N=352326.85 E=2696943.37
ELEV.=3.93
BM #23
NO 5 1973
PID: AC7537
N=352276 E=2697214
ELEV.=10.20
BM #22
NO 4 1973
PID: AC7536
N=352285
E=2697182
ELEV.=10.07
CONTROL POINT #1579
RBC
N=352326.57 E=2697166.40
ELEV.=4.00
6" C
ONC CURB
6" CONC CURB
6" C O
N C
C U
R B
36" STEEL RAILING
36" STEEL RAILING
ELEC MH
TOP=3.86'
SR 1190 - FORT MACON ROAD
GATE
SWING ARM
BOX
84" CHLK 3SBW
84" CHLK 3SBW
WD BOL
WD BOL
84" CHLK 3SBW
84" CHLK 3SBW
CONC
72" VINYL
(2 PROPANE
TANKS INSIDE FENCE)
C O
N C
S /W
CONC S/W
C O
N C
S /W
SS
STEPS
BRICK COLUMN
C O
N C
R A
M P
UKN ACCESS COVER
TOP=4.56'
GUARD HOUSE
W/ CANOPY
BLOCK
COLUMN
WD BORDER
PVM
T C
U T
P V
M T C
U T
P V
M T C
U T
USCG
WD S
BLOCK
COLUMN
BOL (4)
UKN ACCESS COVER
TOP=4.21'
CONC CURBING
CONC STEPS
AC
MOTION
DETECTOR POSTS
WD BORDER
USCG
SIGN
HOURS OF
OPERATION SIGN
C/L WALKING
TRAIL
C/L WALKING TRAIL
PARKING BORDER(TEL POLES ON GROUND)
GATE
42" STEEL
RAILING
CONC STEPS
CONC PORCH
CONC STEPS
BRK BLDG
1-STORY
BRICK BLDG
(#16750)
CONC LANDING
CONC STEPS
FFE=7.09'
GAS LINE
FFE=6.67'
FFE=6.47'
TOP=3.82'
BTM=-1.28'
4.17
4.20
4.19
4.30 4.27 4.24 4.34
4.25
4.15
5.12
4.96
FFE=6.55'
WM
4.39
4.26
4.11
LP
4.30
4.12
4.21 4.20
4.13 4.20
4.244.284.324.334.394.53
4.54 4.43 4.38 4.40 4.42
ELEC MH
TOP=4.38'
FFE=5.78'
5.11
5.18
5.25 5.39
6.42 8.19
10.28
7.70 9.22
8.356.72
5.72 7.07
5.13
4.91
5.09
4.94
4.43
4.354.53
4.54
4.24
4.48
4.64
4.76
4.964.92
WATER VAULT
TOP=5.37'
BOX BOTTOM=-0.43'
WV
WV ELEC JB
LP
FH
5.47 5.24
4.89
4.84
4.66
4.68
4.56
4.554.36
4.20
4.50
4.67
4.94
4.60
4.58
4.61
4.47
4.15
4.464.31
4.26
4.35
4.30
4.49
4.49
4.36
4.26
3.96
4.384.41
3.85
4.13
4.40
4.77
4.80
4.49
4.24
3.94
4.34 4.39
3.86
4.16
4.37
4.69
4.70
4.57
4.29
4.13 4.18
4.33
4.61 4.53
4.34
4.094.12
4.20
4.41 4.38
4.10
4.08
LP
4.39 4.51 4.35
LP
FFE=6.69'
TMH
TOP=4.17'
4.37
4.12
4.33
4.01
4.39
4.13
4.33
4.39
4.24
4.25
4.64
4.51
4.484.52
4.59
4.79
4.02
4.02 3.81
3.75
4.29
4.64
4.584.58
4.05
3.99
3.73
3.79
3.39
3.46
3.65
4.29 4.02
3.62
3.594.38
3.48
3.30
3.34
3.67
4.92
5.00
4.22
3.43
3.22
4.00
4.94
3.12
4.05
4.76 4.65
4.35
3.44 3.30
3.92
3.25
PP
8.85
7.85 7.28
7.15
5.97 7.08
5.61 6.66
10.66
GUY
PP TPED
WATER VAULT (LOCKED)
TOP=8.38'
FH
WV
WV
FOC MARKER
MAILBOX
4.69
4.89 5.174.83
4.52
4.63
4.764.88
4.88 4.65
4.76 4.75
4.85
4.80
4.524.49
4.73
4.39
4.41 4.21
4.36 4.46
4.134.12
4.23 4.04
3.893.99
3.78 3.55
3.943.81
3.43
3.58
3.984.21
3.20 3.09
3.763.94
2.95 3.21
3.84 4.50
3.48
2.92
3.06
FH
ELEC TRANS
PPT
PP
GUY
CATV
TPED
10.98
10.63
9.80 11.31
10.35 8.20
6.35 7.48
5.39 6.60
5.15 5.42
5.02 5.09
4.684.53
4.43 4.50
PP (NJ003)
4.354.21
4.08 4.03
2.31
2.75
2.88
3.52
2.81
3.58
3.99
4.12
4.31
4.15 4.10
3.89
LP
ELEC TRANS (NJ002)
2.37 2.19
2.48 2.21 2.11
2.15 2.37
2.44 2.32
2.16 2.31
2.44 2.35
2.27
2.57 2.26
2.44 2.41
2.25
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
NMATCH LINE - SEE SHEET V-104
MATCH LINE
SEE SHEET V-108
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
(-2)
EDGE OF EROSION BARRIER
SLOPE FAILURE
DUE TO EROSION
BOGUE SOUND
8.86
8.82
8.68
8.68
7.74
7.81
7.78
7.79
7.92
7.89
84" CHLK 3SBW
CONC BLOCK
EROSION BARRIER
C O
N C
W
ALL
7.19 7.40
7.27
7.20
6.95
6.96
6.99
6.72
6.81
7.23
7.74
7.59
8.60
8.12
8.29
7.79
7.04
6.69
6.65
7.96
9.00
8.53
7.99
7.57
7.24
6.86
7.47
8.18
8.31
8.69
8.74
6.74
6.90
6.90
7.17
7.50
8.10
8.09
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
MATCH LINE - SEE SHEET V-107
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V
-1
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
(-1)
(-2)
SS ACCESS
TOP=10.99'
CO
CO
CO
ELEC PANEL
SS ACCESS
TOP=10.95'
(INACCESSIBLE, LOCKED)
SS
A
CCES
S
TO
P=
.95
(IN
AC
CES
SI
BL
E, LO
CKE
D)
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CONTROL PANEL
4.06
4.08
4.10
4.11
3.91
3.83
SS
SS
CONTROL POINT #1572
RBC
N=352801.54
FENCED IN LOCKED
AREA WITH 2
STORAGE
CONTAINERS
CONC PAD
GRT
TO
P=
.2 3'
BOL
U E
U E
U E
10" PO
ST
GRASS
EDGE OF EROSION BARRIER
CONC BLOCK
EROSION BARRIER
WATER
GRASS
GRASS
CONC
WALL
ELEC PANEL
120 VOLT
480 VOLT
STREET LIGHT
CONTROL
SSMH
TOP=7.14
BTM=-2.39
METAL/CONC
BOLLARDS
METAL PILING
W/ CAGE
VENT PIPE
ELEC LINE
(PVC)
ELEC LINE
(PVC)
CONC
PADS
CONC
GRAVEL
ELEC. PANEL
LIFT STATION
BLDG# 67648
FIBERGLASS BLDG
ON CONC PAD
RIPRAP
GRAVEL
CONC WALL
CONC BLOCK
EROSION BARRIER
4.62
4.38
4.58
5.18
5.33 5.21
5.04 4.87
7.36
7.25
4.
3.81
3.
3.804.10
4.06
FH
LP
EM
7.64
7.82
8.16
8.18
8.55
8.63
8.78
8.66
8.62
8.61
8.49
8.70
8.65
8.49
8.73
8.86
8.86 7.89
7.79
7.84
7.59
7.45
7.46
7.81
8.03
8.03
7.99
7.95
7.58
7.57
7.69
7.29
CONTROL POINT #2075
RBC
N=353073.82 E=2696524.03
ELEV.=8.20
CONTROL POINT #2077
MACO_A 1995
PID: AB6833
N=353135.79 E=2696256.96
ELEV.=8.26
ELEC PANEL (TYP.)
AT
84" CHLK 3SBW
84" CHLK 3SBW
GRAVEL
GRAVEL
GRAVEL
GRAVEL
1-STORY
CONC BLDG
SO
IL PATH
GATE
" C
HLK
" C
HLK
GRT
TO
P=
.0 4'
GRT
TOP=11.17'
GRT
TO
P=
.1 9'
GRT
TO
P=
.0 7'
GRT
TO
P=
.0 9'
GRT
TO
P=
.0 5'
ROPE FENCE
WITH 4"x4"
POSTS
ROPE FENCE
WITH 4"x4"
POSTS
X
X
X
X
X
X
X
X
X
X X
X
LEACH FIELD
LEACH FIELD
POSTS (4"x4")
C O
N C
S/W
DUM
PSTER PAD
PARKING
STO
P
PARKING
STO
P
8.30
8.76
8.97
9.12
9.05
8.95
8.56
FFE=8.51'
9.16
9.58
9.76
ICV
ICV
ICV
8.39
9.00
9.36
9.51
9.19
9.32
8.84
9.12
9.21
8.73
8.39
8.85
8.45
8.36
8.38
8.37
8.84
8.69
8.42
8.70
9.23
9.49
8.92
8.93
8.80
9.08
8.71
8.24
8.55 9.25
9.64
9.83
9.86
9.46
9.11
9.32
9.77
8.93
9.49
8.81
8.09
8.35
7.66
7.33
7.09
7.26
7.71
7.88
8.21
7.71
7.83
8.16
7.98
8.74
8.75
8.788.90
8.89 8.95
8.89
8.84
8.88
8.93
9.248.97
8.73
8.60 8.54
8.59 8.74
8.70 8.72
8.67 8.43
7.70
7.52
7.82
7.62
7.64
7.69
7.89
7.88
7.92
8.00
8.37
8.50
8.51
8.22
8.53
8.58 8.18 7.44
7.67
7.167.40 7.69
7.88
8.33
8.45
8.50
8.42
8.44 8.47
8.47 8.51
8.14
7.64 7.01
6.56
5.42
5.64
6.09
6.29
7.24
6.83
7.35
7.60
7.58
8.00
7.73
7.90
8.12
8.30 8.23
9.21 9.09
8.74
8.85
8.77
8.57
8.45
8.69
8.73
8.86
8.49
8.49
8.53
8.42
8.55
8.41
8.43
8.30
8.26
8.25
8.24
8.33FAUCETEO
EO
EO
EO
FAUCET
SS
A
CCES
S
TO
P=
.1 1'
(IN
AC
CES
SI
BL
E, L
OCKE
D)
SS ACCESS
TOP=11.04'
(INACCESSIBLE, LOCKED)
SS ACCESS COVER
TOP=8.17'
BTM=2.13'
POST
7.75
7.45
7.40
7.38
7.36
7.42
7.61
7.68
7.81
7.91
7.78
7.64
7.71
7.50
7.537.31
7.14
7.32
7.31
7.38
7.43
7.47
7.35
7.48
7.48
LP
8.29
7.93
8.03
7.88
7.18
6.25
5.54
5.10
5.08
3.86
3.87
4.60
5.15
5.73
6.25
6.20
LP
7.10
6.96
7.13
6.90
6.37
5.66
5.34
5.03
5.36
7.087.71
7.95 7.23
SS VALVE
7.95
7.98
7.95
SS HH
TOP=8.52'
7.38
7.41
7.22
7.17
7.07
6.85
6.73
10" POST
CO
10" POST
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
N
MATCH LINE - SEE SHEET V-108
MATCH LINE - SEE SHEET V-106
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V
-1
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
SS PUMP STATION
ACCESS COVER
TOP=5.54'
BTM=-7.96
INV.IN=-3.28' (E)
INF.OUT=-1.13' (SE)
TOP=10.99'
(INACCESSIBLE, LOCKED)
SS ACCESS
TOP=10.95'
(INACCESSIBLE, LOCKED)
CO
CO
3.86
7.45
7.55
AC
AC
HOT BOX
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
N=352801.54 E=2696471.05
ELEV.=8.25
CONTROL POINT #1573
RBC
N=352695.69 E=2696666.03
ELEV.=5.93
GRT
TO
P=
.1 1'
FFE=7.54'
AIR CONNECTION BOX
C H
AIN
TH
R O
U G
H 10" W
D
PO
STS
W D
W
ALL
4"x4"
POSTS (4)
WV
AT
AT
AT
84" CHLK 3SBW
84" CHLK
3SBW
GRAVEL
GRAVEL
GRAVEL
PO
SSIBLE
CO
NNECTIO
N
GRT
TO
P=
.2
0'
GRT
TO
P=
.2
4'
GRT
TO
P=
.0
6'
GRT
TO
P=
.0
7'
GRT
TO
P=
.0 5'
GRT
TO
P=
.0
8'
GRT
TO
P=
.0
4'
SOLID WASTE
SIFTER BOX
GRT
TOP=11.07'
GRT
TO
P=
.0 6'
GRT
TO
P=
.0
8'
GRT
TO
P=
.1
0'
GRT
TOP=11.04'
GRT
TO
P=
.0
2'
FIBERGLASS BLDG
(CHEMICAL STORAGE)
36" STEEL
RAILING
CONC STEPS
ELEC PANEL
MOUNTED ON
WOOD PANEL
ELEC PANEL
MOUNTED ON
WOOD PANEL
84" CHLK 3SBW
WD
SHED WD
SHED
W D
S H
ED
5)
W D
S H
ED
7)
SOIL PATH
GAZEBO
84" CHLK 3SBW
M
TL
C
AN
O
PY
MTL BLDG
(CORROSIVE
STORAGE)
LS TIMBER
WD DECK
LS TIMBER
FIBERGLASS BLDG
LIFT STATION
(#16748)
2-STORY
MTL BLDG
(#49763)
PARKING STOP
CONC S/W
1-STORY
BRICK BLDG
(#16741)
6.85
7.62
5.46 5.52
5.38 5.36
5.49
5.32
4.995.04
5.41
5.44
5.30
5.39
5.09
5.06
EO
EO
EO
FAUCET
EO
SS ACCESS
TOP=11.13'
(INACCESSIBLE, LOCKED)
6.83
7.56
7.53
7.98
7.86
7.43
7.57
7.30
6.61
6.75
7.12
7.40
FFE=8.43'
4.78
5.05
5.08 5.25
5.39
5.46 5.53
4.44
4.29 4.304.35
4.18
4.51
4.86 4.67
4.86
5.34
4.93 5.06
4.70
4.80
5.40 6.25
ELEC MH
TOP=5.35'
ELEC MH
TOP=5.35'
LP
4.90
6.30
6.49
4.89 4.87
6.79
6.68
7.39
6.67
6.68
6.34
7.23
7.14
4.31
4.32
4.24
3.81
3.59
3.14
3.20
3.06
3.44
3.13
2.88
2.48
2.43
7.327.47
7.296.99
6.99
6.69
YL
7.56 7.24
7.08 6.75
6.65 6.26
3.64
3.48
3.85
3.90
6.195.18 4.34
4.18 4.98
4.54
3.58
3.45
4.09
ELEC MH
TOP=3.49'
(LID BOLTED SHUT)
3.715.36
4.90
FFE=8.43'
PARKING
RESERVATION
SIGN
WD POST
WD POST
WD POST
WD POST
7.04
7.10
7.05
7.11
7.20
7.22 7.64
7.76
7.24
6.73
4.245.23 6.45
6.93
7.04
7.22
7.24
7.21
7.46
FH
WV
3.99
4.96
6.826.53
6.44
5.57
5.01
5.11
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
PARKING RESERVATION
SIGN POST
ELEC TRANS
(#128999)
WM
WV
WV
A Joint Venture
NAMFFUH.ETNERT
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
23912
20' 0' 20' 40'
SCALE: 1''=20'
NMATCH LINE - SEE SHEET V-107
M
AT
CH
L
IN
E
- S
EE
S
HE
ET
V
-1
MATCH LINE - SEE SHEET V-105
ICV
ICV
ICV
N
KEY PLAN
V-101
V-102
V-103
V-104
V-106
V-107
V-108
V-105
NOT TO SCALE
DocuSign Envelope ID: DAFD5E02-476D-497C-AD11-0852603816DC
3/26/2021
3/24/2021
DKoons
SS PUMP STATION
ACCESS COVER
TOP=5.54'
BTM=-7.96
INV.IN=-3.28' (E)
INF.OUT=-1.13' (SE)
ELEC ACCESS COVER
TOP=4.27'
BTM=1.30'
CO
GREASE TRAP
TOP=4.27'
BTM=-1.90'
GREASE TRAP
TOP=4.25'
BTM=-1.90'
CO
GREASE TRAP
TOP=4.18'
BTM=-2.05'
GREASE TRAP
TOP=4.06'
BTM=-2.05'
C O
CO
CO
SSMH
TOP=5.21'
BTM=-1.93'
INV.IN=-2.23' (E)
INV.IN=-2.25' (SE)
INV.OUT=-2.24' (NW)
SSMH
TOP=5.86'
BTM=-0.54'
INV.IN=1.85' (N)
INV.IN=-0.10' (N)
INV.IN=-0.86' (NE)
INV.OUT=-0.89' (W)
CO
SSMH
TOP=4.25'
(INACCESSIBLE)
CONTROL
PANEL
SPEED LIMIT
4.43 4.284.15
4.224.09
3.97
3.90
3.46
3.39
3.53
3.53
3.57
AC
AC
SS
SS
SS
SS
SS
AC UNITS
AC
AC
FLAG POLE
RETENTION
POND
2 AC UNITS
CONC PAD
TBM #55
"X" ON BONNET
BOLT OF FH
N=352559
E=2696806
ELEV.=5.82
CONTROL POINT #1574
RBC
N=352469.22 E=2696743.72
ELEV.=3.88
CONTROL POINT #1576
RBC
N=352326.85 E=2696943.37
ELEV.=3.93
6" C
ONC CURB
6" C
ONC CURB
36" STEEL RAILING
36" STEEL RAILING
36" STEEL RAILING
PARKING BORDER
(TEL POLES ON GROUND)
ELEC MH
TOP=3.86'
TMH
TOP=3.92'
BTM=0.79'
AIR CONNECTION BOX
TOP=5.18'
BTM=4.18'
36" STEEL RAILING
-0.46
DI
TOP=4.03'
BTM=-1.97'
INV.=1.53' (W)
DI
TOP=3.07'
BTM=1.77'
INV.OUT=1.86' (SE)
84" CHLK 3SBW
84" CHLK 3SBW
DI
TOP=3.22'
BTM=-0.38'
INV.IN=1.27' (NW)
INV.IN=1.04' (SW)
INV.OUT=0.80' (N)
1-STORY
BLOCK
BLDG
(#67650)
84" CHLK
3SBW
84" CHLK 3SBW
CONC
CONC
72" VINYL
(2 PROPANE
TANKS INSIDE FENCE)
C O
N C
S /W
C O
N C
S /W
CONC S/W
C O
N C
S /W
C O
N C
S /W
6" PVC
SD
SD
6" VCP
SD
SD
END UNKNOWN
(POSSIBLE SERVICE LINE)
8" PVCSS
8" PVC
SS
SS
SS
SS
10" PVC
SS
SS
SS
6" PVC
6" P
VC
SS
SS
SS
SS
SS
10" PVC
10" PVC
SS
SS
SS
SS
SS
PLANS SHOW SECOND PIPE
(COULD NOT FIND)
DI
TOP=3.54'
BTM=-0.41'
INV.IN=UKN (NW)
INV.IN=-0.25' (S)
INV.IN=-0.31' (SE)
INV.OUT=UKN (SW)
(BOX FULL OF WATER)
" H
D
PE
10" VC
P
12" PVC
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S S
S S
S S
DI
TOP=3.53'
LS
B
O R
D E
R
STEPS
BRICK COLUMN
C O
N C
R A
M P
UKN ACCESS COVER
TOP=4.21'
CONC CURBING
CONC STEPS
AC
C/L WALKING TRAIL
PARKING BORDER(TEL POLES ON GROUND)
18" R
CP
72" VIN
YL
PR
IVAC
Y
FEN
C E
2 ELEC PANELS
MOUNTED ON
WOOD PANEL
42" STEEL
RAILING
CONC STEPS
CONC PORCH
CONC STEPS
C O
N C
S /W
1-STORY
BRK BLDG
1-STORY
BRICK BLDG
(#16750)
CONC LANDING
CONC STEPS
72" PRIVACY
FUEL TANK
PVMT CUT
POND
MTL BLDG
(CORROSIVE
STORAGE)
LS TIMBER
WD DECK
LS TIMBER
FIBERGLASS BLDG
LIFT STATION
(#16748)
CANOPY
CONC PORCH
CONC RAMP
1-STORY BRICK BLDG
COAST GUARD EXCHANGE
(#16742)
CONC STEPS
CONC PORCH
BRK
WALL
CONC
RAMP
BRK
WALL
CONC S/W
PVM
T C
U T
PVM
T C
U T
WD
CANOPY
(OUTDOOR
GRILLING)
INV.=-0.49'
12" DIP
(CAPPED)
-0.27
-0.37
-0.45
-0.04
-0.26 -0.79
-0.60
0.40 0.20
0.63 1.14
0.22
0.65
0.46
1.07
0.64
-0.05
0.17
-0.43 0.51
0.88
0.54
0.98
7.14
3.89 4.13
4.24 4.48
4.32
4.174.11
FFE=7.09'
3.92 3.96 4.43
4.24 4.08
4.003.82
3.86
4.03 4.22 4.10
4.20
4.26
4.47
4.37
4.28
4.48
4.63
4.46
GAS LINE
FFE=6.67'
FFE=6.47'
PIV
ELEC MH
TOP=4.16'
BTM=1.23'
ELEC MH
TOP=3.20'
BTM=-1.00'
ELEC MH
TOP=4.05'
BTM=-1.70'
ELEC MH
TOP=3.82'
BTM=-1.28'
GAS LINE
ELEC MH
TOP=3.96'
BTM=-4.09'
4.25
4.15
4.03
3.93
4.04 4.00
3.683.753.903.98
4.574.434.504.57 4.55
5.12
4.96
FFE=6.55'
WM
4.39
4.26
4.11
4.00
3.88 3.67
3.62
3.74
4.07
4.64
4.37
LP
LP
4.30
4.05
3.96
3.76
3.84 3.80
3.94
4.05
4.12
4.21
4.324.334.394.53
4.54 4.43 4.38
4.41
3.85
4.13
4.40
4.77
4.80
4.49
4.24
3.94
4.34 4.39
3.86
4.16
4.37
4.69
4.70
4.57
4.29
4.13 4.18
4.33
4.61 4.53
4.34
4.094.12
4.20
4.41 4.38
4.10
4.08
LP
4.39 4.51 4.35
LP
FFE=6.69'
TMH
TOP=4.17'
4.37
4.12
4.33
4.01
4.39
4.13
4.33
4.39
4.24
4.25
4.64
4.51
4.484.52
4.59
4.79
4.02
4.02 3.81
3.75
4.29
4.64
4.584.58
4.05
3.99
3.73
3.79
3.39
3.46
3.65
4.29 4.02
3.62
3.594.38
3.48
3.30
3.34
3.67
4.92
5.00
4.22
3.43
3.22
4.00
4.94
3.12
4.05
4.76 4.65
4.35
3.44 3.30
3.92
3.25
PP
FOC MARKER
4.63
4.88 4.65
4.76 4.75
4.85
4.80
4.524.49
4.73
4.39
4.41 4.21
4.36 4.46
4.134.12
4.23 4.04
3.893.99
3.78 3.55
3.943.81
3.43
3.58
3.984.21
3.20 3.09
3.763.94
2.95 3.21
3.84 4.50
3.48
2.92
3…
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