SW8040405_HISTORICAL FILE_20041208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYY MDD

8
L- f TEN
':IS COURTS j
+. INSTALL NFILTRATION F
W ` dSPH�,LT cI,1FFACE CONTROL SYSTEM, SEE
I I
1 Er -
i S GIL -}
4 SO E� 2AINIED
6 CNh:N LINK FLh h'� FENS""
NCRETE PAD
1j
�1 s vDlF
it
LOCATION OF WORK
LEGEND
cn+ocRamu«o Sl.n+
u1mEAra➢L1«o ..aR
2 3
�� -1-59 +1➢ +QO +19
+a
•1
+5b
1
• t
+5 +6.t
5.6
4(
4
zi
ExTRUDEIJ CUF;3iNC
+11 +13
•ASS
+5,.
ErmUpEb CDNBWL �-,
+5-
MO & NICHOL
RALEIGH, NORTH CAROLIN
A
. � r^�cIHTE�Tc (9 9)78i-4626
C
2 pH4;Y i
- SEAL
15869
1 -
�-
'V FU.S. COASTGUARD
.�CML ENGINEERING UNIT
CLEVELAND
al,
r
O � a
T`~'
S
+•.�
� N 352961.DS
7790
}
PAaKING
4. 0
4, 17.I
!
B
- N iS5
7 3
-
.07 m
E 2 1297
E
aAN[L
3Q .19
_
p SO1
`
�' n
N 352910.04
U.S. COAST GUARD
1. m
8
43.00
1240 EAST NINTH STREET
ePxANlsEtOiL
a
K
r
CLEVELAND, OHIO 44199-2060
'xN•
! y
x
c s �: 7
- +•a ! 7
ISSUE
'1
ExcwarcE
5
y
1
GUILDDOOO1
6.50
4
=.-;
P
N 3 30
4.38
+•.' 4.0 --
DRY POND + !+
+as 4 roILm' 1 2 9 36.66 ,� 1 N 352936.86
\ E 2691175.14 +4.7
+..5 +ce
v«cEACJ] I` TP-EP«O«E T B W'9a 1 8 / eLDw + a 0 \\ 3-0 N 3 9
w�o ¢ C➢ac- p' - / , >A + ] 35'-0 i ! E 91 6.
4' /PowEri
0 P POLE
O L r P*LE
0 G cn -µ
11L 1ELGP r PEDESTAL
Q iElE m,E MA me
12 IELEV40« PE➢EST.
ea WATER VµVE
COORDINATE LOCATION FOR PROJECT
COORDINATE LOCATION FOR PROJECT
DESCRIPWN
NORTHING (Y)
FASTING (X)
ELEVATION
CMFgI
352705.06
2591557.59
12.03
CMF#2
352518.80
2591175.03
4.11
LOCATION TABLE
DESCRIPTION STRUCTURE NORTHING (Y) EASTING (X)
NUMBER -
DROP INLET 51 353111.50 2591351,80
JUNCTION BOX S2 353056.26 2591337.35
LIFT STATION S3 353001.06 26913D4.63
FRE HY➢IIRMS
'
•
mK.
■
aTa ■As«
NOTES
A ®CO
- IM
1. REFERENCE NORTH IS BASED ON NC GRID NAD63.
175 R• Ec«LRAr➢R
2. COORDINATES SHOWN ARE IN U.S. SURVEY FEET,REFERED
e
E cTmc a -oU
TO NORTH CAROLINA STATE GRID BASED ON NAD83.
Q
�wlT o
3. FOR ELECTRICAL PLAN, SEE SHEET 9.
Fn➢P➢S D c➢ w]
4. ALL EXTSTING UTILITY CONFLICTS WITH NEW CONSTRUCTION
SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.
5. FOR CONCRETE ENCASEMENT OF UTILITY, SEE A4 SHEET 5.
6. ALL GRADED OR DISTURBED AREAS SHALL BE SODDED UNLESS
NOTED OTHERWISE,
2
{
+•.5 .lam N 52936.86 DESTAL
•,r E -�GM
5
SCALE: AS SHOWN PLOT SCALE: 1:1
® !1 SHEET TITLE
CONSTR= STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
aAN[L yOoosl"� ATLANTIC BEACH NC
\ MODIFICATION
A CIVIL
REIC
E
LOCATION OF WORK SITE PLAN
\v -m REVIEWED BY: REVIEWED BY: ]REVIEWED BY:
G.P. LODGE C.S. PLACZf1c G.S. PLACZEIc
1 PROJECT ENG. BRANCH CHIEF IEUH. IREC
CIVIL SITE PLAN '
SCALE: 1 " = 30'-0« JUL APPROVING OFFICER PATE
PROJECT NUMBER DRAWING NUMBER
��` 30' 20' 10, 0 30'
PROD # �0 405 SCALE: I "= 30'-0' 05-003163 7003-D
DISCIPLINE SHT ND
3 1
4 C/o 1 SHEET 1 OF 2

1 1 I a SI 1 062692 6 +a.a-- —I1 G1WE352
5-86
2691375-1
4E 3
TOP OF
+O4 0 FT WEIR
� � I
>
,
uE I I 1 1
u
`+
+C6
1 \ I I 1
m
—g— J 1
3PIL 0W; 11 11 11
4 SPILLWAY
1 I Im
F a.5
IK FDRCEMP —
\ LIFT S I 1 1 f 1
/ \ / m N 3529315.66 _
E 2691175.i4
+4.7
Y
/ ROCK
J��3.7'
B
�
UE
1
LINK FENCE
% r cKA3rs / \ \
IhE /
/ PARTIAL SITE PLAN \ \ \ \
SCALE: 1 /8" = 1-0"
A
EXISTING PROPERT
LINE AND FENCE
q
SCALE: 1/2" = 1'-0'
51
4
COVER
DIRECT BURY
CONDUCTOR
TO PUMP
1 "t PVC
$"t x 5' WELL CASING PIPE
0,010 SLOT STAINLESS STEEL
SCREEN -- - - -- -
FLOAT TO CONTROL
INFILTRATION PUMP SYSTEM
0
I
16' MIN.
PLUG END OF CASING
INFILTRATION PUMP
CONTROL DETAIL (134)
SCALE: 3/4" = 1'-0"
4
'ILLWRT
.. +3.5 FT
30' 20' 10' D 30,
SCALE: 1 "= 30'-0-
I:
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
15869 '
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLIMLAND
�'�"ES co,
w �
n
B
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND. OHIO 44199--2060
CONSTRUCT STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
A CIVIL
SITE PLAN, SEC. & DET.
RENEWED BY: REVIEwED BY: REVIEWED BY:
G.P. LODGE G.S. PLACZEK G.S. PLACZEK
A.P.KIMOS
4-104
APPROVING OFFICER
I DATE
PROJECT NUMBER
DRAWING NUMBER
05-CO3163
7003-D
DISCIPLINE SHT NO
C OL
SHEET 2 OF 2

i
I
TEN,ti15 i.�'UF; I I
+A1 +err INSTALL NFfLTRATION F
A3PHAt T c CONTROL SYSTEM, SEE
j i I r^SY
E
1 �
C I �•
i VI
i SO'' E AIN D
+as .oT
CHA44 LINK FE;Q t:...,.
C :NCRE T E PAC -
i
9.2
-
\ +,e 5.9 v
55.1H
J N 1i ��r1r
4=
_ 1
_ II
LOCATION OF WORK
2 I 3 4
Z
+s.e +i9 i '� • f f
1 -{-e.
€ _ I
� 1
t=t
+
t1 +e"c+s..
+
I .
.4
.1 .
EXTRUDED CURBING
i . r- ---
MOFFATT & NICHOL
RALEICK NORTH CAROLINA
[phone]
+s.
+m
C
f :a SEAL 1,
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
® r CLEVEIAND
Cl Q a •'
! f
u V E?/ PtES Cogs
s1 a A9n•LT PAVEuENT 7 _\ 5291 43
i 21591 0 7.05
K
O
S
1790
E3 1 i i
s
1 L i �
PAftKIHG
+.',
40
.0
e N 352961,0
\
j I
` f
8
_
�
15.75
( I}
53
E 2 1297.07 R
E
30 9
- _
50
N 352910.Da
3.D0
E I
U.S. COAST GUARD
t.N
0 2.8
ROCK.'DIKE .:
'
E 2591294.20
'
i
1240 EAST NINTH STREET
4
!' 1
;
PNEL
p
POND-
$
CLEvELAND. OHIO 44199-2060
aWE7
}.�
' j(
ISSUE
+•A
f
i 1 E1ICHANGi;
i'
It
BUILDING`"�.
�: p,5p'+ ',
N 352959.56
f
E 7691245.33
P EL N 3 30
4.36 +... 4.0 DRY POND +
LEGEND
Nl,pppl0uM0 eEwER
uNGEwtaA+o w.Tce
uetxo tCu'A,va,
iD FAGLM 2 9 36.66 N 352936.66 1
�'L 'r E 2691175.14 +•t
_ MARK DATE DESCRIPTION
a a..
rt
.tl9u' tL OL 1 * e A E PROJECT NO:4973-10
teloa�acowo X-r E i
_ OL pLaw 0 \ 5,0 N 3 9 ( CAD FILE NAME: C7003COl
U�l%r401/+P F]ff"r+94 N. YE' - M + 1 ..s 4 E 91 6. - DESIGNED BY: TRR
36'-0 i � /+'oeER
DRAWN Y; i-
ff
IkI4 -ME
•
"T r
o
E CP r-w L
E}
cmto �onwe�r Ttxw '
LI
TELC*'pOMC uCDEeIAI
p
luw.a+C �.w,cLE
12
..
KLE+ PEMs7µ
w.ritt rict
COORDINATE LOCATION FOR PROJECT
DESCRIPTION NORTHING (Y)
EASTING (X)
ELEVATION
CMF#1 352705.05
2691667.59
12.03
CMF#2 352818.80
2691175.D3
4.11
LOCATION TABLE
DESCRIPTION
STRUCT R E
NORTHING (Y)
EASTING (%NUMB
DROP INLET
S1
355111.50
2691351.60
JUNCTION BOX
52
353056.26
Z591337,36
LIFT STATION
S3
353001.06
2691304.63
�• � -TF'1 P DESY,cL
N 52936.86 � 1 EDITED BY:
z E -'�Gm, 1 CHECKED BY:
as 11
+ � I SCALE: AS SHOWN PLOT SCALE:1:1
18 1 I SHEET TITLE
F , ' it, CONSTRUCT STORUWATER TREATWENT SYSTEM
+l s
<
NWA.T
GROUP FORT MACON
y 9+e
pnT+EL tM
ATLANTIC BEACH NC
NOTES:
+11 10
\�
MODIFICATION
A CDCO
cTc,wT an
1. REFERENCE NORTH IS BASED ON NC GRID NAD83.
+E
+zl
A
CIVIL
©
u •.L�r.
TES SHOWN ARE IN U.S. SURVEY FEET REFERED
7. TO NORTH
TO NORTH CAAOLI W STATE GRID BASED ON NAD63.
ION O WORK
SITE PLAN
61
(�
EiEC.. -,Nn ,KKE
wEu
3. FOR ELECTRICAL P?A.N, SEE SHEET 9.
\ , v
_ \ �.-.�/�-+�
�y.r ■ , 91 '
REVIEWED BY:
REVtEWEO BY:
REVIEWED BY:
m mp
®cmn"
a, ALL L STING UTILITY CONFLICTS THEN NEW CONSTRUCTION
SHALL BE MAINTAINED UNLESS OTHERWISE NOTED.
�('LJ+ l�J•
� � f
C.P. LODGE
G.S. PLACZEK
G.S. PLACZEK
PROJECT ENG.
BRANCH CHIEF
ECH. 11REC
5. FOR CONCRETE ENCASEMENT OF UTILEtt, SEE A4 SHEET 5.
6. ALL GRADED DR DISTURBED AREAS SHALL BE SODDED UNLESS
NOTED OTHERWISE.
CIVIL SITE PLAN e��L { rj��
J } L
A.P,KIMOS 4-1-()44
APPROVING PFFICEA DATE
SCALE: 1 = 30 -0
PROJECT NUMBER DRAWING NUMB_
DwQl3020tp p 3°
�C03163 7003-D
"U/PROJ #
SCALE: 1 30'-0"
DISCIPLINE SHY Np
1 2 3 4
C 0 1 SHEET 1 OF 2

1 - N 3530 36 �j"-- ..� �,.0 —I 3
1 J E 269123,.56 1 rjP� 1 2352936-86
6Q1175.1
1 1 I I \\\ I z6�„�5.14
TOP OF WEIR 1 1
f J Yy I r4.0 FT I 1 1
i I
r
OF I I I I
.4 W I I 1
_ I
/ 1
ff a.zl —9_ r 1
/
6L Tf I SPILLWAY I l 1
I I I I 1 +,.s
_ r �,.7
+ —
_ yl
FOB \ 54FT
E2691175.14
+,.7 r 1 1
f— T—
�
ROGX SINK
T
B J j -+sa / \� / r�"-----3.7r �TT �XrxJ
�7
'A
X
rQf
SOIL \ I
—UC�uE
�x�x�xJX��,AINLINKFENCF
/ \
/
/ PARTIAL SITE PLAN \ \ \ \
p5L1nE / SCALE: 1/8" = 1-0" \ —
A
EXISTING PROPERT
LINE AND FENCE
COVER
DIRECT BURY
CONDUCTOR
TO PUMP
1 _0 PVC
8.0 . 5' WEtL CASING PIPE
0.010 SLOT STAINLESS STEEL
SCREEN
4
FLOAT TO CONTROL
INFILTRATION PUMP SYSTEM
0
I
C
16* MIN.
PLUG END OF CASING
INFILTRATION PUMP
CONTROL DETAIL (B4) B
SCALE: 3/4" = 1'-O"
-L-
-. +3.8 FT
A
30 20. 10, 0 30'
SCALE: 1 "= 30'-0"
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
4 SEAL i
_ ISB64
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
'PIES co
ys
o �
r
y� 1790 O�
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
SCALE:1:1
CONSTRUCT STORWWATER TREATMENT SYSTE1rl
GROUP FORT MACON
ATLANTIC BEACH NC
CIVIL
SITE PLAN, SEC. & DET.
REVIEWED BY REVIEWED BY: REVIEWED BY:
C.P. LODGE G.S. PLACZEK G.S. PLACZEK
A.P.KiMOS I 4-1-04
APPROVING OFFICER I DATE
105—CO3163I 7003—D I
2
SCALE: 1/2" = 1'-0"
■
4
C 02 I SHEET 2 OF 2

C
B
A
I
3
U.S. COAST GUARD GROUP
FORT MACON
CONSTRUCT STORMWATER I REATMENT SYSTEM
TL'BOGUE SOUND S'
/'—EXISTING
GROIN Q�� N
" U
d
x
O�
BALL FIELD do
4 a HELICOPTER
❑ LANDING AREA
PROJECT O
LOCATION MAIN BARRACKS/
GALLEY
RY 58
T 7AO L4NTlC BUSCG N
EACH ENTRANCE
TO FORT q CO
LOCATION MAP
SCALE: NONE
DRAWING INDEX
SHEET
TITLE
G/01
TITLE SHEET
G/02
GENERAL NOTES & ABBREV.
D/01
DEMOLITION SITE PLAN
C/Ot
CIVIL SITE PLAN
C/02
CIVIL DETAILS
C/03
CIVIL DETAILS
C/04
CIVIL DETAILS
C/05
CIVIL DETAILS
E/01
ELECTRICAL SITE PLAN
E/02
ELECTRICAL DETAILS
APPROVED -tA�
t+�RM CIIROL6NA ENVIRONMENTAL
MANAGEMENT COMMISSION
DMSIOi OF WATER QUALITY
08- ()E7C, ZUU ¢
RECEIVED'
APR 0 2 2004
DWQ
PROD # 5(_W (y 04<)4 C�5
2
3
4
U.S. 17 sO.�
PAMLICO
SOUND
NEW
BERN
O�
MOREHEAD 3
CITY a o
y
Sin CAPE LOOKOUT
USCG FORT MACON
ATLANTIC BEACH
ATLANTIC
OCEAN N.C, RT. 58
VICINITY MAP
SCALE: NONE
4
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
(919)781 -4626
C
AL
. ��158fi4
1
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
y"ySES Cp9P
a
o �
a
7790 0
B
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
SCALE: NOTED PLOT SCALE: 1:1
SHEET TITLE
CONSTRU17 STORMWATER TREATMENT SYSIFM
GROUP FORT MACON
ATLANTIC BEACH NC
A GENERAL
TITLE SHEET
REVIEWED BY: REVIEWED BY: REVIEWED BY:
C.P. LODGE G.S. PLACZEX G.S. PLACZEK
PRDJECT ENG. BRANCH CHII LUlNLLlVXj
A.P.KIMOS 4-1-04
APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUM8ER
05-CO3163 7003--D
DISCIPLINE SHT NO
G 0 I SHEET 1 OF 10

OU n5l 1� 01ITMU
RrAivc-eivsll CO.I.IC �1,2ail 04
CA I M., I

1 I 2 I 3 I 4
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
GENERAL NOTES:
UTILITY GENERAL NOTES:
ABBREVTAIIONS
1.
NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS_ SEE I.
THE LOCATIONS OF UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL BE
ACI = AMERICAN CONCRETE INSTITUTE
SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE GENERAL NOTES.
RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AS REQUIRED FOR REMOVAL,
AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION
TEMPORARY CONNECTION. OR OTHER CONSTRUCTION WITHIN THE LIMITS OF WORK.
APPROX - APPROXIMATE
2.
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS
ASTM = AMERICAN SOCIETY FOR TESTING AND MATERIALS
C
AND SPECIFICATIONS. 2,
SERVICES SHALL BE MAINTAINED FOR ALL UTlLtt1ES LOCATED OUTSIDE OF THE
AWPA = AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION LIMITS.
AWS AMERICAN WELDING SOCIETY
3.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
BLDG - BUILDING
BEFORE STARTING WORK. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES.
BM - BENCH MARK
THE CONTRACTOR SHILL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED
T 1 A RA
BOTT - BOTTOM
AREA UNTIL THE DISCREPANCY HAS SEEN RESOLVED BY THE COTR,
C.J. - CONSTRUCTION JOINT
4.
THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE DRAWINGS AND/OR 1,
FOR ELECTRICAL GENERAL NOTES SEE ELECTRICAL SRE PLAN, SHEET E/01.
CS - CATCH BASIN
5PECIFICATIONS TO THE COTR FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO
CCA CHROMATED COPPER ARSENATE
COMMENCING WORK,
CF - CUBIC FEET
Cl CAST IRON
5.
ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
CIP - CAST -IN -PLACE
METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL IS THE
CLR - CLEAR
CONTRACTORS RESPONSIBILITY.
COE - ARMY CORPS OF ENGINEERS
'
CONC - CONCRETE
6.
THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL
CONST CONSTRUCTION
ENVIRONMENTAL PROTECTION STANDARDS, PERMITS, LAWS, AND REGULATIONS.
CONT CONTINUOUS
CDR - CONTRACTING OFFICER'S REPRESENTATIVE
7.
THE CONTRACTOR SHALL, ON A DAILY BASIS. REMOVE FROM THE SITE ANY
COTR = CONTRACTING OFFICER'S
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIALS IS THE
TECHNICAL REPRESENTATIVE
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE PROPERLY
CTS - CENTERS
DISPOSED OF OFF GOVERNMENT PROPERTY IN A PERMITTED LANDFILL.
CY - CUBIC YARDS
8.
EXISTING CONSTRUCTION INCLUDING UTILITIES. DRAINAGE. AND OTHER MISCELLANEOUS
D - DEPTH
DEL - DOUBLE
WORK WHCH IS TO REMAIN. SHALL REMAIN UNDISTURBED AND BE PROTECTED.
DET DETAIL
9.
USCG GROUP FORT MACON IS AN OPERATIONAL COAST GUARD
DFT OILY FILM THICKNESS
DIA DIAMETER
FACILITY. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE COTR WITH
DI - DUCTILE IRON
REGARDS TO GROUP OPERATIONS AND ACCESS.
DIP - DUCTILE IRON PIPE
10.
THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BDOMS, TARPAULINS.
DISCONT - DISCONTINUOUS
FLOATS, STAGING AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS
DOS - DIESEL FUEL SYSTEM
FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY
E EAST, ELECTRICAL
OF THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS
EA - EACH
DEPOSITED OUTSIDE THE WORK AREA.,
EL - ELEVATION
EDP - EDGE OF PAVEMENT
It.
HORIZONTAL DATUM SHOWN ON DRAWINGS ARE BASED ON MONUMENTS CMF{1, AND CMF#2
EO = EQUAL
AS INDICATED ON SHEET C/O1. NORTH ARROW ORIENTATION IS BASED ON NAD83.
ETC ET CETERA
_
EW = EACH WAY
12,
FOR DEMOLITION PLAN, SEE SHEET D/01,
EXIST - EXISTING
EXP EXPANSION
13.
FOR CONSTRUCTION SITE PLAN, SEE SHEET C/OL.
EXT - EXTERIOR
FFE FINISHED FLOOR ELEVATION
B
FH - FIRE HYDRANT
FM = FORCE MAIN
FRP = FIBER REINFORCED PLASTIC PIPE
FT - FEET
GALV - GALVANIZED
GFI - GROUND FAULT 1NTERUPT
GR - GRADE
GRD = GROUND
GV - GATE VALVE
CONCRETE AND REINFORCING STEEL:
H - HIGH
HORIZ - HORIZONTAL
I.
ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301.
LAW IN ACCORDANCE WITH
UNLESS OTHERWISE NOTED ON THE PLANS. ALL REINFORCED CONCRETE
ID - INSIDE DIAMETER
MATERIALS SHALL BE PROPORTIONED, FABRICATED. OEUVEREO. AND PLACED
IN - INCHES
IN ACCORDANCE WITH ACI 318. 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.'
INFO - INFORMATION
INV INVERT ELEVATION
2.
ALL CAST -IN -PLACE CONCRETE SHALL BE A NORMAL WEIGHT
JT JOINT
CONCRETE (145 PCF).
K - THOUSANDS OR KIP
3.
ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL
KIP - ONE THOUSAND POUNDS
KSI - KIPS PER SQUARE INCH
CONFORM TO THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING
L - ANGLE OR LENGTH
-
REINFORCED CONCRETE STRUCTURES, ACI 315 AND ACI 301,
I.S. - POUND
4.
MATERIALS SHALL CONFORM TO THE FOLLOWING, LION:
LF = LINEAR FEET
A CAST-LN-PLACE CONCRETE. ......... A000 PSI O 28 DAYS
LG - LONG
LP - LIGHT POLE
B. REINFORCING STEEL .............. ASTM A515, GRADE 60
LT = LEFT
5.
MINIMUM CONCRETE COVER FOR STEEL REINFORCEMENT SHALL CONFORM TO THE
LTG = LIGHTING
MINIMUMS REQUIRED BY ACI 318, LION.
6,
CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4", 45' CHAMFER, UON.
7.
PRECAST STRUCTURES MAY BE PROVIDED IN LIEU OF CAST -IN -PLACE.
REFERENCE BUBBLE DESIGNATION
PAVEVENT GENERAL NOTES:
1.
ALL ASPHALT PAVEMENT WORK SHALL BE PERFROMED IN ACCORDANCE WITH NCDOT JANUARY 2002
INDICATES GRID LOCATION ON SHEETS
_
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. SECTION 654 ASPHALT PLANT MIX, PAVEMENT REPAIR.
FOR PLAN, DETAIL, OR SECTION
2.
HAULING, SPREADING AND FINISHING OF ASPHALT PAVEMENT SHALL EE IN ACCORDANCE WITH NCDOT JANUARY 2002
STANDARD SPECIFICATION SECTIONS 610-7 k 610-8.
F1,�
A
3.
COMPACTION OF ASPHALT SHALL BE IN ACCORDANCE WITH NCDOT JANUARY 2002 STANDARD SPECIFICATION
} Z
610-9 COMPACTION.
INDICATES SHEET NUMBER
2 1 3
MAX + MAXIMUM
MH = MANHOLE
MHW + MEAN HIGH WATER
MHHW - MEAN HIGHER HIGH WATER
MIN - MINIMUM
MISC. - MISCELLANEOUS
MLW - MEAN LOW WATER
MLLW - MEAN LOWER LOW WATER
N - NORTH
N.T.S. - NOT TO SCALE
NO. - NUMBER
O.C. - ON CENTER
OD - OUTSIDE DIAMETER
OUTBD - OUTBOARD
OW - OILY WATER
P/C - PRECAST
PCF POUNDS PER CUBIC FOOT
PERP - PERPENDICULAR
PL - PLATE
PLATE PLATFORM
P/5 - PRESTRESSED
PROP PROPOSED
PSI - POUND PER SOUARE INCH
PSF - POUNDS PER SQUARE FOOT
PVC - POLYVINYL CHLORIDE
PW - POTABLE WATER
R - RADIUS
R C - REINFORCED CONCRETE
R O'D - REQUIRED
RP - REDUCED PRESSURE
RI - RIGHT
RV RELIEF VALVE
S - SOUTH
SAN - SANITARY SEWER
SCH - SCHEDULE
SF - SQUARE FOOT
SHT SHEET
SPA - SPACES
SQ - SQUARE
55 - STAINLESS STEEL
SSP - STEEL SHEET PILE
STA - STATION
STD - STANDARD
T - TON
TC - TOP OF CAP
TEMP - TEMPORARY
TOC - TOP OF CONCRETE
TYP - TYPICAL
USC - UNIFORM BUILDING CODE
UON - UNLESS OTHERWISE NOTED
USCG - UNITED STATES COAST GUARD
VERT - VERTICAL
W - WEST OR WIDTH
W/ - WITH
WWF - WELDED WIRE FABRIC
SECONDS OR INCH
MMUTES OR FEET
= ASTERISK
- APPROXIMATELY
III - SQUARE
- NUMBER OR POUNDS
& - AND
O -AT
Q, = CENTERLINE
It - PLATE
0 - DIAMETER OR PHASE
o = DEGREES
4
C
B
,hs
15869
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
C�4tE5 Cps
O
y�(77
O�
T7go
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND. OHIO 44199-2060
SCALE: NOTED PLOT SCALE: 1:1
SHCET TITLE
CONSTRUCT STORMWATFR TREATMElff SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
A GENERAL
GENERAL NOTES & ABBREV.
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODGE C.S. PLACZEK G.S. PLACZEK
PRQIECT ENO. BRANCH CHIEF EON. DIRECTOR
A.P.KIMOS 4-1-04
PROVING OFFIC R DATE
PROJECT NUMB WING NUMBER
05--CO3163 7003-D
DISCIPLINE 5NT NO
G/G`Z SHEET 2 OF 10

C
.r$
A
SPHA,LT SURFACE
PW
------------
E w
+dz
K
f
!
1
1
Tu �
/
/
/
/
FEnCE-= 5" WOOD FENCE
` m 1
-a
i
I �
I
I �
T� Td,
I 1 ifl Tes Tan
2 I 3
I �/ l
EXTRUDED CURBING �---/
i I
I I
I
t
-f•s] l I
1 I
I i
t
-_s
-I. s.o _
/ 1
1 � X
q 1 ! !
EeTRuneo CSIpflfNG f
Q I A IN, GIL GNU
ter.•__\ \ 1 ' ''y # !+ � + i I i rf
Ts� c/ �sx 1I 1t
T f 1 f
1 1 ! r e
1,
I t0 SYf OF / " f \\ \ I ] ]]ff J
11 I _ _ XII CDNC SIDEWALK J ` REMOVEEX. T aRM A` ! �I ! rrII//J�� I'
(D--r
1 r� TVAtK P
=?K' 'G r IrRI7Y
a Pl[1G E%15T1 PIPE
t - _ - - REMOVE ST I
_ z ! ! 1
ASPHALT PAVE ENT.
i �r PAS ALT PAYEVENF �� ` SEE $4 I ri r zr
CAP EXIST. POTABLE a
WATER LINE /
` SO E%1'•T. PANE= 7'j � / I i ~ <
1 q 1 I n Exs�St. 1�1 I REMOVE POTABLE
WATER LINE (65't)
i y xrr III x A • ° REMOVE SANITARY J�
} . I l ny / I ] I +4, GEWER CLEAN -OUT
Y
_ /� v 1 , ` REMOVE ABANDONEDrr „
- � - - � / CONDUIT (95't
ExCr.,wGE ! f 1 )
11 i --�\ �y euLorNc i /i` i +•
r
J L f1! !
I y ~ ` - a �X'� \\ •, .s , REMOVE SANITARY4­6 -
I ��T9 - a 1 T Ts.a SEWER MANHOLE
LEGEND -r,,r / ¢ 5Y� J t ��^ REMOVE 6• PVC
-�,- sa4aa sEwne �u rnµ'-E� _ +..e SANITARY SEWER,\ f �7
i" �-'� N� T¢x -�- TYP (24O't). SEE _N E 1/
r. cI,LE9GtOLUC rC�N9CH \ ,. C1`- tI -�. 0.e F MB SEyn" hII �•.' i j' 1--- -�] —4D_ (9 (9(
MOVE TREY t o �L�i �
./y- fir- _ - _ J�+rJlr .'PESTH. F
- u - ,ec[•..*.> �cr�rx<,r ti 1 / - 11 �-•.T / J I REMOVE TREE CUFf
> I 1
e pq p fti ER PQL / ! f 1 J/ ~ / F .R MO1JE+ TREE~ EAS •S2B: 03;
• VO.r F9lF • /+ +ae
411
p (LEcrR,C uwe,n.E i = ` \♦ 11 T 4 ; _ f r �` _ • r / / /
O mil, mu4:LI TF%; _ J� \ 4 f~ f�r•rf „�.ry. 1� // J/ 1/ 1
m _Eu, ON PECEsru
DCO CAUN CuT
(] ors .e CL•:ERAI;,,e (r '� -SANITARY SEWER SERVICE TO "BE MAINTAINED TO
BUILDING, SEE CIVIL SHWS FOR LOCATION OF
[y' ELECTRICAL u 0 MM-. l
NEW 6' PVC SANtTAF�I" SEVICE LINE.
� ucallomw- aa! ,, -
DEMOLITION PLAN
SCALE: 1" = 30'-0"
4
l
%
�
\
r
`1
1
!
1
r
7
1
f
r
I i!
1
r
!
1
!
1
r
1
1
1
r
1
1
r
r
r
r
1
!
1
1
r
f
1
f
C
B
A
30' 20' 10' 0 30'
SCALE: 1 "= 30*-0"
MOFFATT & NICHOL
RALEIGH. NORTH CAROLINA
[phone]
,PY
17964 -
�faFRVoJ%�
....k••'s.A
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
� N, _s CC,
h J';
O �
Y C
179O
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
CONSTRUCT STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
DEMOLITION
SITE PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODCE I G.S. PLACZEK C.S. PLACZEK
A-P.KIMOS I 4-1-04
OVING OFFICER DATE
1 1 2 1 3
4
05-003163 7003--D
DISCIPLINE SNT NO
n /() ti SHEET 3 OF 10

2
3
4
C
8
A
�. —ruT� I�
6 CHAIN LINK FE
! -----------
SSMH H ! v l
LEGEND
—.--_
u+arnrao�iHv rccawsLr.
— i —.
— yf1[KACiG1H0 lE'LU.EX+E
—. —s—
uko[}ra�wr0 CLE=FPox
p
PawEk vn.E
♦
ur Ir =nE
0
ELEC12C 41 %c
O
ES` OEa upeq UV- Fa ND
m
MLIJ4�E PEDUTAL
in
1ELEPHU+E .—• -E
Y
WATER Y&L c
f
rw HTv-s r
0
;,4ysk yli; DEL
■
w-cH 4,3:a
r9C0
cLEW ar
125 Fy."'ic:ERaTc-
�
EcE:IR:n� MwnO 4'AE
y
uw=rcav+c REu
F4aRnsm CroirGF
COORDINATE LOCATION FOR PROJECT
DESCRIPTION
NORTHING (Y)
EASTWG (X)
ELEVATION
CMFr1
352705,06
2691561-59
12.03
CIAF82
3528i8.60
2691175,03
4.11
LOCATION TABLE
DESCRIPTION
STRUCT R E
NUMB
NORTHING (Y)
EASTING (X)
DROP INLET
S1
353111.50
2695351.80
JUNCTION BOX
S2
353056.26
2691337.36
UFT STATION
S3
353001.C6
2691304.63
-i-•.5 i ^-_. CFI 11 1 SPILL AY
MATH EXIST
•� - I Ir .INVERT ELEVATION.
N r--+�,R..Tc� _ ---------------
1. REFERENCE NORTH IS SASEO ON NO GRID NA083. +ai r'� 1 - - -
1
2. COORDINATES SHOWN ARE IN U.S. SURVEY FEET REFERED 11 r
TO NORTH CAROLINA STATE GRID BASED ON NAD53.
3. FOR ELECTRICAL PLAN, SEE SHEET 9. + r -
4, ALL EXISTING UTILITY CONFLICTS WITH NEW CONSTRUCTION r 1
SHALL BE MAINTAINED UNLESS OTHERWISE NOTED. ,1
t
5. FOR CONCRETE ENCASEMENT OF UTILITY, SEE A4 SHEET 5. 1
6. ALL GRADED OR DISTURBED AREAS SHALL BE SODDED UNLESS CIVIL SITE PLAN
NOTED OTHERWISE.
SCALE: 1" = 30'-0"
C
MOFFATT & NICHOL
RALEIGH. NORTH CAROLINA
(9 t9)781-4626
vY SEAL r
15869
1.fR1 V f.I1I
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
L2lp5 E S Cpq�
q n
w �
B
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
ISCALE:NOTED PLOT SCALE:1:1 I
CONSTRUCT 5TOR11WATER TREA14I NT StSMII
GROUP FORT MACON
ATLANTIC BEACH NC
A CIVIL
SITE PLAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODGE G.S. PLACZEK I G.S. PLACZEK
A.P,KIMOS 4-1-04
APPROONG OFFICER DATE
0
2
3
4
30' 20' 10' 0 w.
05-CO3163 7003-D
SCALE: 1 "= 30'-0" __-
1s SHEET 4 OF 1 0

C
B
A
E
2
(r
Az
5
V-4' (SQUARE) 6'-6"i 9'
POWER CABLE WITH B. TYP
LOOPED SLACK FOR 3"o PVC VENT WITH
4' MIN SQUARE LIGHT
PUMP REMOVAL 1/4" SS SCREEN, '
DUTY UD k FRAME
SEE NOTE 4
LIFT CABLE
VACUUM RELIEF
WITH RING-1��EL +5.00
VALVE EL 4.2
FLANGED 12'o
EL +4.DOt
D.I. PPE, SEE I FLANGED D.I. TEE
z_ L +3.50 \ \
- - - NOTE I
+yam
PUMP ON
`-� BLIND FLANGE
I EL +2.00
2" INV EL +2.50
PUMP OFF
GUIDE - #, 1/4" STAINLESS STEEL
RAIL U'1.�: EL +1.50 (SS) INLET SCREEN.
PLACE DM STRIP
3" PUMP NOTE 3.
:� STONE LINER BETWEEN PIPE
^-'r'•'•bUi-_
DISCHARGE
4' ■ 3' ••
EL ♦0.50 SCREENING AT SS PIPE
4. EL
/7�_
CLAMP LOCATIONS (2
REDUCER
3' GATE VALVE WTHAOJUS ABLE VALVE BOX
n CHECK '. /���_\//\`_
� CLAMPS}
PER
VALVE _
" 4 TYP
LOCAL
JURISDICnONAL EL -1.Do
,
EL -1.00
STANDARDS
.�
•
a
m Z
REMOVABLE PUMP W/ \ •\\ PIPE SUPPORT,
GUIDE RAILS AND LIFTINGE WOVEN GEOiEXTILE FABRIC
AIN Al
CHHDPE POND LINER
NOTES
j5 BARS o 5 Salvo
6 O.C., TYP 1. PAINT EXPOSED DIP PIPE AND FITTINGS WITH COAL TAR EPDXY PAINT.
2. INSTALL DIELECTRIC COUPLINGS OR FLANGE KITS BETWEEN DISSIMILAR METALS.
3. EMERGENCY LOW WATER CUE -OFF ELEVATION: +1'-0"
4.VENT MAY BE ELIMINATED 1F COVER IS VENTED (MIN OPENING REO'D IS 5 SO INCHES)
5. ALL PIPING BETWEEN PUMP AND GATE VALVE SHALL BE GALVANIZED STEEL OR DUCTILE IRON.
6. SIGN REQUIRED ON UNDERSIDE OF LID, SEE C4 SHEET 5
7.CONTRACTOR SHALL SUPPLY TWO IDENTICAL PUMPS, ONE SNALL BE INSTALLED AND THE OTHER
SHALL REMAIN PACKAGED FOR STORAGE.
LIFT STATION c1
SCALE: 1 /2"=1'-O' 5
c
n
PLAN
6'
r
a .
2" CUR
I BARS O
m 6" O.C., TYP
I
9" TYP
e.F �
I u
a
m 6�• �
a
2'-D' i
SECTION FRONT —ELEVATION
PIPE SUPPORT Al
SCALE: 1"=1'-O" 5
3 PUMP
DISCHARGE
CONCRETE Pao:
18" . 18" . a" THICK,
VALVE ACCESS
COVER
IN UNPAVED AREAS
LEVEL INSTRUMENT
CONDUIT
2" VACUUM RELIEF VALVE
POWER CABLE
GUIDE RAIL
SUPPORT
BRACKET (TYP)
SELF -CLOSING HOOK
FOR ATTACHING LIFT
�
CABLE
REMOVABLE PUMP
W/ GUIDE RAIL AND
LIFTING CHAIN
}
!
' 3"o PVC VENT
2
TRUCTURE LOCATION,"• I 12*0 D.I.
SE
SEE SHEET C/01 FOR a INLET PIPE
LOCATION TABLE 40
LIFT STATION PLAN A2
SCALE: 1/2"=1'-0" 5
3 1 4
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
CONSULTANTS
PUMP DISCONNECT
SWITCH LOCATED IN
"POWER DISTRIBUTION BUILDING" C
PLASTIC SIGN W/ RED BACKGROUND
g 2' NIGH MINIMUM WHITE LETTERING,
ATTACH TO UNDERSIDE OF EACH LIFT
STATION LID
SIGN C4
SCALE: 1 "=1'-0" 5 -,-.-
�J e � 15669
°f',lyCrthit
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
AIES co-
o �
Y �
7790
B
U.S. COAST GUARD
1240 EAST NINTH STREET
PROPOSED OR CLEVELAND, OHIO 44199-2060
EXIST FINISHED
GRADE
ISSUE
STORM FORCE MAIN \,\\�\\\..\�•••
OR WATER LINE W
6" CONC ENCASEMENT
r _
a
MARK DATE DESCRIPTION
z
S A/E PROJECT NO:4973-10
CAD FILE NAME: C70G3CG2
DESIGNED BY: TEH
DRAWN BY: BOF
STORM SEWER OR EDITED BY:
10'-0", TYP POTABLE WATER PIPE CHECKED BY: TRR
(i PIPE
SCALE:NOTED PLOT SCALE: ]:I
UTILITY ENCASEMENT Aa HEET TITLE
SCALE: 1 /2"=1'-0" 5
CONSTRUCT STOR)rIWATE)i TREATMENT SYSTEIA
GROUP FORT MACON
ATLANTIC BEACH NC
A CIVIL
DETAILS
4' 2• 0 4'
REVIEWED BY: REVIEWED BY: REVIEWED BY:
C.P. LODGE G.S. PLACZEK I G.S. PLACZEK
SCALE: 1/4"= V-0" PROJECT ENG. BRANCH CHIEF T CH. DIRECTOR
2' 1' 0 2'
A.P,KIMOS 4-1-04
APPROMNG OFFICER DATE
SCALE: 1 /2"= 1'-0" PROJECT NUM ER DRAWING NUMBER
0 3' 2'
pmmmmmmIli 05—CO3163 7003—D
SCALE: 1 "= 1 ' - D"
DISCIPLwE sHT NO
3 4 02 SHEET 5 OF 10

1
2
3 4
I C
1 9
a
i
1o'-6'
1 38'-0'
11 SPACES 0 5'-0' O.C. - 55'-0'
NOTE:
ALL PIPE JOINTS TO 6E CEMENTED TOGETHER,
INFILTRATION SYSTEM/
VOLLEYBALL COURT s1
SCALE: 1=6 6
v
FORCE
FROM
ON
EXr
PAV
j, SEE NOTE 3 _ (,
NOTES:
1, ON EXISTING PAVEMENT, INITALLY REMOVE ONLY PAVEMENT REQUIRED
FOR TRENCHING. INSTALL BEDDING, PIPE AND BACKFILL AS INDICATED,
PERFORM SECONDARY PAVEMENT REMOVAL AND PATCH_
2. TRENCH SHALL BE BACKFILLED TO THE SURROUNDING EXISTING GROUND
ELEVATION OR PAVEMENT SUBGRADE, WHICHEVER IS LOWER.
3. PIPE WIDTH PLUS 1'-O" TO EITHER SIDE.
PIPE INSTALLATION B4
SCALE: NTS -�
MOFFATT & NICHOL
RALEIGH. NORTH CAROLINA
[phone]
C
SEAL r 1
15869
i
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
ES C09�
S
w vw �
1791)
B
U.S. COAST GUARD
1240 EAST NINTH STREET
CLMLAND, OHIO 44199-2060
10"0 OR 8' SOUARE
THREADED FG MARK PATE DESCRIPTION
W/ BRASS PLUG
SET TO MATCH 8' MIN 6'0 PIPE
SLOPE \ MIN 3-0 PIPE
/\// FINISHED A E PROJECT NO:4973-10
43'-6' 5'-0' GRADE
CAD FILE NAME: C7003CO3
fi'-0" 8'e PVC / _ \ DESIGNED BY: TEN
TYP a I VOLLEYBALL NET k SEE NOTEYE TYP. •a y - ri / I�ME II /\/// z DI DRAWN
EIY:
POSTS BY OTHER S\ I�CHECKED BY: TRR
2" DF SAND WOVEN �/ I ��14
2'0 SLOTTED GEOTEXTILE �, \ \ v
PVC PIPE 2'm PVC PIPE FABRIC - 45 ELBOW, COMPACTED = _ NOTED PLOT SCALE:1:1
EL 8.203 a R MATERIAL w+ rn
ZOYSIA `� � J SCALE:
I I_�TI
500 TYP � I'a 3"0 �' � H TITLE LE
AS REO'D7
N.G. EL 6.70± STONE � STORWWAT� TREATMENT SYSTEM
BEDDING
�H GROUP FORT MACON
LINE DISCHARGE% I k ''� I ` ATLANTIC BEACH INC
EL 4.74i 3.•j �� I1:.:.: -.' - `-': _ __ _ •!r.'1-''S'ti _ v PIPE AS
N.G. EL 6.70t RED'❑
A SEASONAL HIGH WATER `� Il T-1 I 11= 1 4' #78m GRAVEL z A CIVIL,
LEAN SANG 3r3■2 PVC TEE LONG BLOCK
NON -WOVEN
GEOTEXTILE 6'm 4'-0' PVC SLEEVE DETAILS
FABRI[ NOTE: FOR NET POST. TYP n REVIEWED BY; REVIEWED BY: RcMEWED BY:
MAINTAIN ALIGNMENT OF BOUNDARY PIPING DURING LINE DISCHARGE A3 PIPE INSTALLATION_ A4
BACKFILL OPERATION. C.P. LODGE G.S. PLACZEK G.S. PLACZEK
SCALE: NTS 6 SCALE: NTS 6 PROJECT ENG.1 BRANCH CHIEF LCH. DiRECTOR
SECTION Al
SCALE: 3/8"=1'-0" 6 APPROVING I OFFICER 4 GATE
6' 3' 0 S' PROJECT NUMBER DRAWING NUM R
05--CO3163 7003-D
SCALE: 1'= 6
ISCIPLINE SHT NO
1 2 3 4 C o3 SHEET 6 OF 10

_0"t
I
C sl� ROCK D11
EL 3.75
NCDOT CLASS A
STONE LINER —
SAND (INSITU MATERIAI.
ACCEPTABLE FOR BUFFER) —
I B
3" 1-2 ASPHALT
6" ABC
A III E I !IIi
I —III —I I CCMPACTED
i I I —III —I SUBGRADE
PAVEMENT A,
SCALE: 1/2"=1'-0" 7
1
-4
8
4
0
2
67'-O'3 7'-4"t
a
v
1 LIFT STATION — — W EXIST
PAVEMENT I
EL +3.0, APPROX
SEASONAL HIGH
WATER TABLE
WOVEN GEOTE7(TILE FABRIC
HDPE POND LINER
B4
7
SECTION c1
SCALE: 1 /4"=1'-O" 7
3 4
VARIES (13C'-O"i MAX)
EL +4.0 TOP SOIL do SOD n
EL +0.50 e it7 \
EL +3.0. AAPROX\//, �.�/\�\\�\�\� \��\ .� /• /� /• /'/\
SEASONAL HIGH
WATER TABLE HOPE POND LINER
SECTION C4
SCALE: 1/4"=1'-0" 7
STONE
EN GEOTE
HE
SCALE: 1/2"= 11.1, 7
A
EDGE OF PAV'T
EXISTING
EL. 4.00
GRADE
PROPOSED
PROPOSED
PROPOSED
QROP INLET
GRADE
JUNCTION BO
PROPOSED
_._ —— —
— -- —
3H:1V SLOPE
I
€
I \
BOT70M O
POMD
I€
(7) EXISTING 1" TELEPHONE
I
I
3)
CONDUITS TO BE ADJUSTED
I
I
APPROX.
LOCATION OF
! PROPOSED
2-I$=RGP�
A
APPROX. LOCATION OF
ELECTRICAL
CONDUITS
€
EXISTING 3" WATER
LINE TO REMAIN!
PPROX. LOCATION OF
I
I
_
i£L£CTRICAL CONDUIT
APPROX. LOCATION OF
I
f
EXISTING II ELECTRICAL
APPROX. LOCdTION OF
I
DUCT BATIK TO REMAIN,
APPRCx. LOCATION OF
EXISTING ELECTRICAL
I
NUMBER kAND SIZE OF
xiST{N6-B-WATER
��
!
�
CONDUITS UNKNOWN
I
LINE TO BE ADJUSTED
I
UTILITY PROFILE A2
SCALE: 1=10 7
2 3
4
0
MOFF'ATT & NICHOL
RALEIGH. NORTH CAROLINA
[phone]
C
SEAL
�• 15864 =
rA
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
\ptES Co.
o �
y� O�
B
V.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND. OHIO 44199-2060
SCALE: NOTED PLOT SCALE: 1:1
SHEET TITLE
-4
CONSTRUCT STORMINATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
A
CIVIL
DETAILS
-8 4' 2'
0
Al'REVIEWED
BY:
REVIEWED BY:
REVIEWED 8Y:
G.P. LODGE
G.S. PLACZEK
G.S. PLACZEx
SCALE:
1 /4"=
1'-0"
PROJECT ENG.1
BRANCH CHIEF
TECH. DIRE TO
A,P.KIMOS
4-1 -04
2'
APPROVING OFFICER
DATE
SCALE:
1/2"=
1'-O"
PROJECT NUMBER
WING NUMBER
05—003163
7003—D
ID• s 0 10.
4 SCALE:
1 "= 10'-0"
DISCIPLINE SHT NO
SHEET 7 OF 10
�' V4

2 3 4
I
a 5'-4"
2'-8"
EXIST s' PVC
STORM DRAIN PIPE
-I- -
-ry NZ/\
RUBBER BOOT AS REWO
TO MAKE CONNECTION TO
8"o VITRIFIED CLAY PIPE
NL1N 8"v PVC PIPE
/5 BARx3'-6'-�- I
LONG TOP do
BOTT. TYP—
O,
M`12-M
L-1 /L----------------� I -A
LEGEND
STRUCTURE LOCATION,
SEE SHEET C/01 FOR
LOCATION TABLE
a'. TYP
EL 4.9 k I _
EXIST 8' PVC
STORM GRAIN PIPE
PLAN
2' SOUARE HEAVY DUTY
(HS20 RATED) FRAME
AND GRATE
3tmuImmnnu
PERMITTED CONST
JOINT, TYP 95 BARS O
6" O.C.. TY
h ;H -
i CONNECT EXIST STORM
Y DRAIN PIPES, INVERT
EL'S VARY, TYP FLOW
INV EL +1,00, TYP
A
NEW (2)18"0 RCP
STORM DRAW PIPE$
SECTION
DROP INLET_ Al
SCALE: 3/4"=l'-O" b
NEW 18"Y RCP
STORM DRAIN PIPE
2
D 5'-4.
2.8-
MANHOLE
1 I
15 BAR.S-6"
LONG TOP do
4 I
�4 I C�
BOTT, TYP
1 1
I_
14
fL PIPES
y �(�
I I
i I
r---------------�
LEGENb
®STRUCTURE LOCATION,
SEE SHEET C/01 FOR
LOCATION TABLE
PLAN
8". TYP
2'0 HEAVY DUTY
(HS20 RATED) MANHOLE
FRAME W/ SOLID LID
NEW ASPHALT
y PAVEMENT
EL 4.7t _
I I
NEW (2)18'9 RCP
STORM DRAIN PIPES
J5 BARS O
+, 6' O.C.. TYP
Y 1
PERMITTED CONST
FLOW If JOINT. TYP
LNV EL +0.75, TYP
y _
NEW (2)18"6 RCP
STORM DRAIN PIPES -
SECTION
JUNCTION BOX A3—
SCALE: 3/4"=1'-0" �/
5CALE: 3/4 "= 1'-0"
4
I!
a
A
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
�•f R1lie
"�'1L .-� -0�
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
tES ro
y� os.
raga
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND. OHIO 44199-2060
SCALE: NOTED PLOT SCALE:1:1 1
SHEET TITLE
CONSTRUCT STORM'KATER TREATMENT SYSTEM
GROUP FOR MACON
ATLANTIC BEACH NC
CIVIL
DETAILS
REVIEWED BY: REVIEWED BY; REVIEWED BY:
G.P. LODGE G.S. PLACZEK I G.S. PLACZEX
PRUIECT LNG. BRANCH CHIEF I TECH, DIRECTOR
A.P.KIMOS 4-1-04
APPROVIkG OFFICER DATE
PROJECT NUMBER DRAWING NUMBff-
05-CO3163 7003-D
DISCIPPLLINE SHT NO
L OS SHEET 8 OF 10

FETE WALK
C y~
EXIST.
PRIMARY
LOOP TO
REMAIN
y~
ALK S7 r
s J
COMMUN� N
PI T
,y ASPHALT PAVEMENT
10 PVt SAN SAN
J�"
PARKING I 1
KEL
EXIST.
PANEL
"XN"
V,,�EXCHANGE
BUILDING
B EXIST.
PANEL
u
M /
J
A
2
EXTRUDED CURBING
ti PROVIDE A 3P FINNEMA
ADMIN. BUILDING
COMBINAT STAR 1 PANEL "E" PROVIDED EXIST. EXIST.
ENCLOSU MOUN. BY PROJECT 05-003162. ANNUN. PANEL
FUSE PE OF PANEL "E4N"
CONNNECT SUMP PUMPRECOMME TIONS TO TO EXISTING 40A 3P C�' I N�2-C. 5CONTflMOON CIRCUR BREAKER —
J4.
AC J I
EXIST. DIESEL
PAD /
TANX TO REMAI
g
Cf
EXISTING
FENCE
�z
3
ST
7
<ul
UE
E
aZ13
"-
ARKI G
UE
BUIL
GALLEY
U
z 0
u o
Ex157,
PANEL
DN"
PROVIDE 3 ( 8, 1 II"1GG do ti
`'
� u�
f
EXTEND 3 � 8
1 � 1OG
u 6 d 12 CABLES IN 2 C
INSTALLED /
EXIST. AND 6 II 2 CD
PANEL
OL IN 2"
(CONDUIT
FROM Poi T OF f
RM[NATION
3
I I BY PROJECT OS -CO> �1
u
U
DNA" OF XS CONRb
IT TO NEW
Ll
-
CONNECT TO SUMP PUMP
AND FLOATS. SEE DETAIL
UE
�
DE
\ ON SHEET E/02
`—
SUMP PIT
PROVIDE 3 II 8& 1# 1OG IN 2"C h 3-2/C
❑ co EXIST, 300 KVA.
ioaRI:1120v. SEC:
d 12 CABLES IN 2'C. SPLICE CORDS TO
INDIVIDUAL CONDUCTORS IN HANDHOLE
BREAK INTO SIDE OF
z
HANOHOLL AND INSTALL �CaNt.
CONDUIT, (HANDHOLE INSTALLED c PAD
c
BY PROJECT O5-003162)
VE
SASI I
5"PVC lw
-mow
'z
J�+
r
x � '
x �
x J
x �
x �
x f '
3 I 4 U.S.C.G. CEU
CLEVELAND, OHIO
QM) 902-620D
GENERAL ELECTRICAL NOTES:
1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE 2002 EDITION OF THE CONSULTANTS
ELECTRICAL CODE AND ALL STATE AND LOCAL REQUIREMENTS.
2. ALL ELECTRICAL EQUIPMENT, DEVICES, AND APPARATUS PROVIDED SHALL BE LISTED AS
SAFE AND SUITABLE FOR THE USE INTENDED BY A STATE RECOGNIZED LISTING AGENCY
SUCH AS UNDERWRITER LABORATORIES.
3. PROVIDE ALL LABOR, EQUIPMENT, ETC. FOR ALL WORK INDICATED AND AS NECESSARY
TO PROVIDE A COMPLETE AND USABLE SYSTEM.
4. ALL ITEMS SHOWN ARE NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY STATED OTHERWISE.
5. CONTRACTOR SHALL PROVIDE ALL SUPPORTING HARDWARE. ETC. AS REQUIRED C
TO SUPPORT ALL CONDUIT, CONNECTIONS, ETC. WITHIN THE LIMITS OF THIS
CONTRACT.
6. COORDINATE ALL LIGHTING FIXTURE TRIM AND ACCESSORIES WITH CEILING PROVIDED,
PROVIDE ALL FITTINGS, TRIM, ETC., FOR A COMPLETE INSTALLATION.
7. ALL CONDUIT RUNS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL COORDINATE
EXACT LOCATION OF ALL CONDUIT ETC. WITH OTHER TRADES, AND EXISTING BUILDING
CONDITIONS.
S. VERIFY ALL EQUIPMENT CHARACTERISTICS AND MOUNTING REQUIREMENTS PRIOR TOcraoe;i .
ROUGH -IN. .•o�tS51p�':,
9. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO ROUGH -IN. 1a� SEAL
19208 '
10. PROVIDE CONDUIT AND WIRING UP TO AND INCLUDING FINAL CONNECTIONS TO ':y'•.fy�rrL�a;'�,=
MECHANICAL EQUIPMENT, %r'Eg " ^ "opt,•
I M WO ,,o• .
11. POWER WIRE AND CABLE SHALL BE RATED 600 VOLTS AND SHALL BE #12 AWC MINIMUM,
INSULATION SHALL BE THWN OR XHHW IN INTERIOR SPACES AND SHALL BE TYPE XHHW
FOR WIRING EXTERIOR TO THE BUILDING. CONDUCTORS SHALL BE COPPER. ALL WIRING U. S. COAST GUARD
SHALL BE RUN IN CONDUIT.
12. ALL EXTENDED WIRING SHALL MATCH EXISTING IN TYPE AND COLOR CODING. CIVIL ENGINEERING UNIT
13. SEAL ALL CONDUIT PENETRATIONS THROUGH WALLS IN ACCORDANCE WITH N.E.C. CLEVELAND
REQUIREMENTS FOR FIRE RATED SPACES,
14. PROVIDE A SEPARATE COPPER GROUNDING CONDUCTOR WITH LACH CONDUIT DES co
AND SURFACE METAL RACEWAY, c�P�gJ�
15. ALL CONDUIT IN FINISHED AREAS SHALL BE RUN CONCEALED IN CEILING AND
WALLS. ALL CONDUIT IN UNFINISHED AREAS SHALL BE RUN EXPOSED ON
OVERHEAD STRUCTURE AND WALLS.
16. ALL INTERIOR EXPOSED CONDUIT SHALL BE PAINTED TO MATCH ADJACENT 1790
WALL OR CEILING SURFACE AREAS, B
17. THE CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL DRAWINGS AND SPECIFICATIONS
SPECIFICATIONS (INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, AND
PLUMBING) TO ESTABLISH EXISTING SITE CONDITIONS AND COORDINATION REQUIREMENTS USCG. CEU CLEVELAND
AND POINTS OF INTERFERENCE BETWEEN TRADES. NO SUBSEQUENT COST CLAIMS SHALL 1240'EAST 9TH STREET
BE ALLOWED FOR DIFFLRING SITE CONDITIONS NOR FOR INCREASED COST DUE TO CLEVELAND. OH 44199-2060
COORDINATION REQUIREMENTS WITH OTHER TRADES OR UTILITY COMPANIES.
18. IN CASE OF CONFLICTS BETWEEN DISICIPLINES OR BETWEEN PLANS AND ISSUE
SPECIFICATIONS ASSUME THAT THE MORE EXPENESIVE SOLUTION IS
CORRECT AND THE COST SHALL BE INCLUDED IN THE CONTRACTORS BID PRICE.
19. PROVIDE IS DEFINED AS FURNISH AND INSTALL THE ITEM OR SYSTEM INDICATED
INCLUDING ALL HARDWARE, PROGRAMMING AND CONNECTIONS NECESSARY FOR
PROPER OPERATION.
20. CONTRACTOR SHALL PROVIDE ENGRAVED SIGN INSIDE SUMP PIT AT ACCESS MARK DATE DESCRIPTION
STATING "CAUTION - LOCKABLE DISCONNECT SWITCH FOR PUMP IS LOCATED IN
UTILITY BUILDING."
21. CONTRACTOR SHALL PROVIDE ENGRAVED SIGN AT SUMP DISCONNECT SWITCH IN A/E PROJECT NO.4973-10
UTILITY BUILDING STATING -CAUTION - LOCKABLE DISCONNECT SWITCH FOR STORM CAD FILE NAME: C7003EOI
WATER PUMP." DESIGNED BY: JMW
70 DG9 XPA �_ QW'+�"' ' "
x r�r,,,rl �,sf
A ELECTRICAL SITE E PLAN-0
SCALE: 1" = 20'0"
�
ST
PW
TV
T
UE
0
ALIGHT
O
17
m
Q)
LEGEND
UNDERGROUND SEWER
UNDERGROUND WATER
UNDERGROUND TELEVISION
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRICAL
POWER POLE
POLE
ELECTRIC MANHOLE
CONCRETE MONUMENT FOUND
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
12
oa
�
■
@co
©
t3
O
TELEVISION PEDESTAL
WATER VALVE
FINE HYDRANT
SEWER MANHOLE
CATCH BASIN
CLEM OUT
125 Kw GENERATOR
ELECTRICAL HAND HOLE
MONITORING WELL
4
A
EDIT.... - . JMW
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE: i:t
SHEET TITLE
CONSTRUCT STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
ELECTRICAL
ELECTRICAL SITE PLAN
REVIEWED BY:
G.P. LODGE
IRETEDBY:
G.S. PLACZEK
REVIEWED BY:
G.5_ PLACZEK
PROJECT INC.
BRANCH CHIEF
TECH. I
A.P. KIMOS
4-1-04
APPROVING OFFICER
DATE
PROJECT NUMBER
DRAWING NUMBER
05—003163
7003—D
DISCIPLIN SHT NO
SHEET 9 GF10
E 01

2 1 3
4
U.S.C.G. CEU
CLEVELAND, OHIO
[phone]
POWER CABLE WITH
LOOPED SLACK FOR
PROVIDE SCHEDULE BO PVC CONDUIT PUMP REMOVAL EL +5.00t
PROVIDE BUSHINGS AND SEAL ENDS
EL +4.00±
EL +3.50
C AUTO PUMP ON
EXTEND CONDUIT TO HANDHOLE
EXTEND WIRING TO MOTOR CONTROLLER
I B
A
FLOAT SEE V V DETAIL ON ASSEMBLY,
THIS YSHEET%��%\��\,
L - FO q�R'.GmAau
PUMP W/ GUIDE
RAILS AND LIFTING CHAIN.
SUMP PIT ELEVATION
NO SCALE
CHANNEL SECURED
TO WALL WITH STAINLESS
STEEL BOLT, WASHERS,
AND NUTS
1 5/8"X 1 5/8" STAINLESS STEEL I
SLOTTED ELECTRICAL CHANNEL
MERCURY FLOAT AUTO PUMP ON
SWITCH -TYPICAL
A .o.
CABLE TIE WRAP AUTO PUMP OFF
TYPICAL
MANUAL PUMP OFF
PROVIDE 3.5" SCHEDULE 80
PVC CONDUIT CEMENTED
INTO FLOOR TO HOLD CHANNEL
SUMP FLOOR
FLOAT ASSEMBLY DETAIL
NO SCALE
3 # 8 & 1 # iOG IN 2"C
LOCKABLE DISCONNECT
AUTO PUMP MANUAL PUMP
OFF FLOAT SWITCH OFF FLOAT SWITCH l
SUMP PUMP CONTROL DIAGRAM
NO SCALE
1 1 2
PUMP MOTOR
`EXISTING 40A 3P
CIRCUIT BREAKER
TO PANEL "L"
IN UTILITY BLDG
3 # 8 & I # 1OG 1N 2"C
3
1 5/8"X 1 5/8" STAINLESS STEEL
SLOTTED ELECTRICAL CHANNEL
FLOAT CABLING
TEFZEL (FLUOROPOLYMER)
CABLE TIE (LOCKING)
TYPICAL
FLOAT SUPPORT
�> NO SCALE
4
C
_ SE4L
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
P, __v
O
W
7790
B
USCG. CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
LUIILU t3Y: - JMW
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE:1:1
SHEET TITLE
CONSTRUCT STORWWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
A ELECTRICAL
ELECTRICAL DETAILS
REVIEWED BY: RLIAEWED BY: REVIEWED BY:
G.P. LODGE G.S. PLACZEK G.S. PLACZEK
PROJECT ENG,I BRANCH CHIEF tTECH. OERECTOR
A.P. KIMOS 4-1-04
____APPROVING OFFICER DATE
PROJECT NUMBER DRAWING NUMBER
05-CO3163 7003-D
DISCIPLINE SHT NO
E 02 SHEET 10 OF 1 0

2
3
4
C
s cGE�Fzrs
T SUPFACE
h\�\�
�j 5' 'x040 �chct
7
B
DRAINAGE BASIN AREA 81
A
NOTE:
NO WETLAN --E
,
--------_--, —�� 1
f
b5-70566
Gl1ARD 5!14Co-:- LLEV /"a915b7-59 r
�LEV 12.03
��£xlRuixD'tiUBINC � ,
�rrµao,c�P:m
82
1 \\
B45
i 11
3,0
07
06
CALpdIL- / y� 111 it l l 1.ov
ZOYSIA SODDED a. `°IW1 DRY POND AREA r
W3
-Z
14 W2 ioS~'
ZOYSIA SODDED SPILLWAY/
VEGETATED FILTER, SEE �
NAVIC7A ANT)
BUiLD1NG C1
XIST WITHfN CONSTRUCTION AREA.
DRAINAGE BASIN AREA
SCALE: 1 " = 40'-0"
Ha
RECEIVED
JUL.2 12004
DWQ
PROJ #
ON -SITE SIDEWALKS
AREA
AREA
LABEL
(SF)
(AC)
wl
4241
0.10
W2
237
0-005
W3
200
0.006
W4
448
0.01
w5
515
0.01
w6
2827
0.07
TOTAL
8526
0.20
ON -SITE
SIDEWALKS
0.20 TOTAL ACRES
ON -SITE
BWLDINCS
LABEL
AREA
AREA
(SF)
(AC)
91
931
0.02
82
10104
0.23
B3
187
0.004
B4
l a7
6.604
B5
1731
3000
B7
1670
BB
466
d()0B6
89
104
B10
596
TOTAL
19276
(1
ON -SITE BUILDINGS
\\\
0.44 TOTAL
ACRES
OTHER
ON -SITE
AREA
AREA
LABEL
(SF)
(AC)
01
197
0,005
02
24
0.0006
03
19
0.0004
04
29
0.0007
05
133
0.003
C6
60
0.001
07
252
1 0.006
TOTAL 714 0,02
' OTHER ON -SITE
0.02 TOTAL ACRES
ON -SITE PARKING
LABEL AREA AREA
(SF) (AC)
P7
P2
125652
6076
j 0.59
0.14
P3
1610
0.04
P4
1385
0.03
PS
830
0.02
P6
430
0.01
TOTAL 35983 0,83
:'.
0.835ITE TOTALARCRES
ON -SITE STREETS
LABEL AREA I AREA
(SF) (AC)
S1 282CC 0,65
TOTAL 252CO C.65
ON -SITE STREETS
F T. 0.65 TOTAL ACRES
rZ�
C
E3
A
40' 20, 0 40'
SCALE; 1' = 40' —0'
MOFFATT & NICHOL
RALEIGH. NORTH CAROLINA
[phone]
` 15869 k -
4 4ft, NEF-Q,f•
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
iCALE:NOTED PLOT SCALE:1:1
SHEET TITLE
CONSTRUCT STORWWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
CIVIL
DRAINAGE BASIN AREA
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODGE G.S. PLACZEK G.S. PUkCZE1G
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A.P.KIMOS 4-1-04
APPROVING OFFICER DATE
PROJECTNUMBER DRAWINGNUMBER
05-003163 7003-D
2
3
4
DB 01 SHEET 1 OF 1

1V
A
UNITED
'STATES
u`OAST
-,GUARD
SECTOR
NORTH
CAROLINA
105000 GPI WASTEWATER TREATMENT PLANT
AND RRAINFIELD REPLACEMENT.
ATLANTIC BEACH, CARTERET COUNTY, NORTH CAROLINA
DRAWING INDEX
G-01
COVER SHED
C-01
SITE AND FINAL GRADING PLAN
C-02
GENERAL ARRANGEMENT
C-03
JDEMOLITION PLAN
C-04
CROSS SECTIONS - SHEET 1
C-05
CROSS SECTIONS - SHEET 2
C-06
SPUTTER BOX DETAILS
C-07
IDRAINFIELD DETAILS
C-08
ISYSTEM TESTING AND REPAIRS
P-01
PROCESS FLOW AND HYDRAULIC PROF!LE
E-01
JELECTRICAL SITE PLAN
E-02
ONE -LING DIAGRAM
2
3
EROJECT-SITE PL
�RTS f
. ..........
\i L
C
B
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHIP, PENNSti'1.VANLA '
r �
SEAL
_ II505
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CL_EVELAND
��PtES Cp��
y
� 1794
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
' CLEVELAND, OH 44199-2060
ISSUE
MARK
.DATE
DESCRIPTION
A/E PROJECT N0:112463
CAD FILE NAME C7637G01.DWG
DESIGNED BY:
WN Y:
EDITED BY:
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE -I" =
HE`S TITLE
WWTP AND DRAINFIELD REPLACEMENT
_• C SECTOR NORTH CAROLINA
A-10 y BEACH NORTH CAROLINA
09 COVER SHEET
REVIEWED BY: REVIEWED e': REVIEWED BY:
. PIPAK B VRANKAR G.S. PLACZEK
PRO ECT ENG I BRANCH L;tij�t TECH. DiREC 0
J.A. HLALY, CAPT.
7/25/2009
DATE "
APPRO'NNG OFFICER
ROJECT NUMB.R
DRAWING N M9ER'
05-001113
7637-D
DISCIPLINE/SHT N'3
SHEET 1 OF 12
G-01

I 2
C
B
A
CONCRETE
NELECTRICAL
COUTSTE
FIBERGLASS
VENT
(5 T'
METAL
UD
SbFTLBOW
TOP=5.53
MAIN LIFT STATIQN INSET
SCALE=8x
BOX INFO:
BOX DEPTH '= -8,.22
10.
INV. _ -1.07
6"
INV ._ -3,22 OUT TO
PLANT
(4") = 0.33
LEGEND
PVC STUB
4
WATER SPIGOT W/RPZ
BACKFLOW PREVENTER
TEST BOX
a
SIGN
®
RELEASE VALVE
(D
PHONE MANHOLE
0
LICHT POLE
®
ELECTRIC MANHOLE
0
COLUMN'
❑
CLEAN OUT
SANITARY MH
®
YARD INLET -GRATE
WATER VALVE
WATER METER
(D
WELL
HYDRANT
o
BOLLARD
+
BUSH
EDGE OF GRAVEL
ss
- NEW SANITARY 5EWEP.
_= . •:: .'',.0 CONCRETE
x
CHAIN LINK FENCE
w
NEW WAFER
— —7—
— NEW CONTOUR
6
EXISTING CONTOUR
TOP = 7. 9
\..... 1N = 3.2
OUT = 1.04
Lii 4' IV
% 4.......�
GR*EL
( \ 1
r REPLACE//IN KIND , \
\
Ilk
NEW DUAL 4" PVC \\\\\ �` �l }
EFFLUENT TO DRAIN FIELD
INV OUT = 7.83 <1 ACCESS GPAYEL
\❑ ���
AIR CASE
ANCHORED
IN CONCRETE x
NO CONSTRUCTION
N
T ��
NT_
WITHIN 10' OF FENCELINEELFCTRIC,
o
TELEPHONE, AND
c2L//✓K
x� \
AN7ENNA CABLE
NEW
7
UTILI77ES
INFLUENT
(SUBSURFACE)
INV IN = 8.55
�+
NEW 10,000 GPD VNI TREATMENT
CUT EX SANITARY SERER FM \
PLANT (GROUND EL = 9.8).
NEWT WATiOR HNE
AND PLUG LINE TO EXISTING
STOCKPILE EXCAVATED SOILS
AND THREE YARD SPIGOTS
TREATMENT PLAIIT
'.i or '
DURING CONSTRUCTION.
AT NEW PLANT
BACKFILi AREA OF
DEMOLISHED WWTP+_
WITH THE STOCKPILED FILL
!PTEa TO THE PROPOSED GRADE
1, ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.
2. VERIFY EXISTING CONOFTIONS, LOCATIONS, AND DIMENSIONS PRIOR TO START OF WORK
LOCATIONS AND DIMENSIONS SHOWN ARE APPROXIMATE. ACTUAL CONDIRONS MAY VARY
FROM THOSE SHOWN.
3. PROJECT PHASING IS REQUIRED. SEF SPECIFICATIONS FOR REQUIREMENTS.
4, ALL EXISTING TOPOGRAPHIC INFORMATION ABOVE GRADE, SHOWN HEREIN, IS BASED ON
SURVEYS DONE BY W.K. DICKSON AND COMPANY, INC. (RALEIGH, NC) IN MAY 2008.
UTILITY INFORMATION BELOW GRADE, SHOWN HEREIN, IS BASED ON SURVEYS PROVIDES} BY
THE U.S. COAST GUARD, CIVIL ENGINEERING UNIT CLEVLLAND AND SECTOR NO.
5. THIS TOPOGRAPHIC MAPPING IS BASED ON THE FOLLOWING:
THE HORIZONTAL DATUM FOR THIS PROJECT IS BASED ON THE
NORTH CAROLINA STATE PLANE COORDINATE SYSTEM NAD83
THE VERTICAL DATUM FOR THIS PROJECT 15 BASED ON THE
NORTH CAROI-INA STATE PLANE COORDINATE SYSTEM HAVD85
SITE 'AND rINAL PLAN
GR.SPFUC SC412
e=
i
t t>K>: - . IL
2
/ v
FETE
❑ TOP = J..87
TOP = 281
AlAr
B� G �l G
1-SlOP.Y
tx. a LvOP -0 93
MAN LIFT STATION, Yh IN (E,YCI�NCEJ = 1,72
SEE INSET ON THIS 4 hV (ANT) = -0.23
PAGE J
TOP = 5..17
IN =0-2
IN (B j = -2.23
4 IIAI(0) 2 12.23
w
1 � /m/ 5-24
\ 9" CFQ4 °S
3
4
B
A
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TO74N5141P, PENNSYLVANI
� r
N A�
Rot
i
SEAL _
GF.QI.-lei"7�`Yo S
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
y��,E S co
s
O
779n
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OR 44199--2060
ISSUE
MARK
GATE
DESCn1PTION
A/E PROJECT NO: 1124C3
CAD FILE NAME C7633C01.DWG
DESIGNED 9Y:
RAW" BY:
EDITED HY�
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE: i" —
SHEEI 11T E
WWTP AND DRAINFIELD REPLACFMENT
CC SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
SITE AND, FINAL GRADING PLAN
REVIEWED BY:
R..4 FEPAK
REVIEWED BY:
B. VRANKAR
REVIEWED BY:
G.S. PLACZEK
PROJECT ENG
I BRANCH CHIEF
T CH. DIRECTOR
J.F_ HFALY, CAPT.
7/25/2009
APPROVING OFFICE'✓.
DATE
PRCJE'T NU 9ER
DRAWING NUMBER
03-001113
7637-D
u6CIPLi"E SHT ND
SHEET ? GF 1 2
C— O 1

1m
A
17'-0" 17'-0" 17'-0° 12'-8" 12'-8"
FLOW
EQUALIZATION SLUDGE ANOXIC AERATION
z HOLDING FIXED MEDIA
o CLARIFIER FILTER
3¢w
N
t of
aN
co
1
FIXED MEDIA
° SLUDGE CLARIFIER FILTER
FLOW HOLDING ANOXIC AERATION
EQ UAL1 ZATI O N
I INFLUENT
PLAN VIEW
NTS
TANK . CAPACITIES AND DATA
UNIT
NUMBER
VOLUME EACH (GAL)
VOLUME TOTAL (GAL)
EQUALIZATION
3
10,000
30,000
ANOXIC
2
5,000
10,000
AERATION
2
10,000
20,000
CHLORINE CONTACT
i'
500 I
500
SLUDGE HOLDING
2
5,000
10.000
E3
UNIT
NUMBER
SURF. AREA EACH SURF. AREA TOTAL
(SQ. FT.)
CLARIFICATION
2
76 152
FIXED MLDPA
2 1
96 I 192
2
12' -8"
i DOSING
TANK .-.
CHLORINE
CONTACT
TANK
00
4
c
B
A
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHIP, PENNSYLVANIA .
s
s .
oyA-)vex
�o�Qa i� S eo4�s
= SEAL
1 M5
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
PEES co
02 9S�
7790
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISSUE
MARK
DATE
DESCRIPTION
A/E PROJECT NO:112453
CAD FILE NAME- C7637CO2.DWG
DESIGNED 8Y:
DRAWN BY:
ED(TED BY:
CHECKED EFY:
SCALE: AS SHOWN PLOT SCAL:1"
SHc_F TITLE
WWTP AND DRAINFIELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
GENERAL ARRANGEMENT
REVIEYIED BY: REVIEWED BY:
R.A. P1PAK 9. VRANKAR
RENEWED BY:
G.S. PLACZEK
ROJ_CT ENG I BRANCH UhitF_j
TECH. DIRECTOR
J.A. HEALY, CAFT. 7/25/2009
APPROVING OFFICER DATE '
PP,OJI CT NUM3ER OR,�.v7NG NUMBER
ob—col113 7637—D
DISCIPLINE/Sli N4
C—o% ISHEET 3 OF 12

A
E LUENT n WER �a
C NTROL�
PANEL
BL _ EFFLUENT 4' PVC TO BE 10P = 7.29
V 2E B� WER \�'1
1 Y:.. NSCONNECTED ONCE NEW IN = J,29
PUMP 4 :.\ [ 4' PVC EFFLUENT 15 P ON OUT 1-04
CONTROL OPERATIONAL _r
QITTSP R
6o r-- -�- _
- �1 y�r '°- •o- o -mo� _--
EXISTING TREATMENT PLANT INSET `^ F AFTER NEWGR42
° \�
SCALE=3x S a
" .IS OPERATIONAL, EXISTING WYd
TO BE DEMOLISHED AN
COMPLETELY REMOVED
INCLUDING NOMINAL 12' THICK
CONRETF SLAB, BACKFILL WITH
STOCKPILED EXCAVATED SOIL ° /�, / l \
FROM NEW WWTP TO /3�'/¢ 1 \\
PROPOSED GRADE.
1 1 1 \ \
° 1 EfF2 NT 9"PLC \ \
. � \ (T0 GRAIN F/EZDJ s ;•.�� \ .
LEGEND
PVC STUB t
4 WATER SPIGOT \j 0414£L p
TEST BOX 1t EXISTIN ° G
SIGN PLANT SEE IN r� A
RELEASE VALVEON THEPACENFLUENT 4' PVC5JPHONE MANHOLE
Lz LIGHT POLE 1
®. ELECTRIC MANHOLE ELEcw1c' X x---x 5 s `� q� C ° ❑ TOP = 3.97.
0 COLUMN TELEPHONE, AND 6' x 1
CLEAN OUT ANTENNA CABLE 1- \\ 7 5 TOP = Z.81
UAL/TIES x--x� 1 ,2r'e.,.
SANITARY MH (SU95URFACEJ '''
® YARD INLET -GRATE
WATER VALVE DISCONNECT INFLUENT 4' PVC
WATER METER ONCE NEW WWfP AND LINE
TO NEW 4' PVC IS OPERA3IOPVZ. ANT _
® WELL +` BUILDIPJG
HYDRANT 1-STORY Y h
c BOLLARD BRICK = ..
w . BUSH NOTE 5T GUAR rGR1�
— EDGE OF GRAVEL ANY ACCEPTA9LE C, rnI 7 G�CNAA'GE
ss. EXISTING SANITARY SEWER STOCKPILE, ON SITE. =4. BRICK rr
MECHANICAL AND ELECTRICAL EQUIPMENT AL``G
CONCRETE FROM THE EXISTING W'NTP FOR POTENTIAL' S s NP-0�2
—Hx— CHAIN LINK FENCE REUSE AS SPARE PARTS FOR THE NEW x 10" P� OUT - 07
s+
7 EXISTING CONTOURS WWTP' � VO4T
/ =w�
I IN (EXCNANCC = 1.72
Q 1N ANT _ -0.2i
x b ou. -093
DEMOLITION PLAN 1TOO -_
HIC SCALE �+ 4 17
1N 1 Co) -2 13 23J
GRAP
--2.
m �
Ir IN F•E-.T }
i inch . 40 tt l
i TOP = 5.24
1 rrrl = asE
9' CEDARS
2 --- - ` 1 4
C
6
A
CONSULTANTS
= MICHAEL 9AKER JR.. INC.
MOON TOWNSKP, PENNSfLVANIA
a
a r
4 Is nog/;
•4 E
SEAL ° "=
9 II505
At
Gr..R " TRO S
U. S. COAST GUARD
CIVIL ENGINEERING UNIT '
CLEVELAND
(£.S Co.
4 �
Z O
� 1790
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OR 44199-2060
ISSUE
I
MARK DATE
DESCRIPTION
A/E PROJECT NOT112453
CAD IE NAME: C7637CO3.DWG
DESIGNED BY:
WN Y:
EDITED BY:
CHECKED
SCALE AS SHOWN PLOT SCALE 1' _
SHE T TITLE
WWTP AND DRAINF-IELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
DEMOLITION PLAN
REAEWFD BY: R'-yIEW`tD BY: ReIIEWED Eif:
R.A. PIPAK B. VRFNKAR C.S. PLACZEK
PROJECT ENO BRANCH CHIEF TE H. DIRECTOR
J.A. HEtLY, CAPT.
7/25/2009
APPROVING OFFICER
DATE
PROJECT NISMOER I DIVWING NUMBER
05--CO 11 13
7 337-D
DID-IPLItlE/BHT t10
SHEET 4 OF 12
C-03

}
2" STAINLESS STEEL DECANTING AIRLIFT
MANUAL DECANTING WINCH-
6" PVC SLUDGE HOLDING OVERFLOW
2" PVC FIXED MEDIA SLUDGE RETURN
2" PVC'SUPERNATANT RETURN
FLOW EQUALIZATION BLOWER ASSEMBLY
8" GATE VALVE WITH EXTENSION STFM
8" PVC LOW LEVEL TRANSFER PIPE
3" FLOW, EO.' TRANSFER PIPE
6" PVC HIGH LEVEL OVERFLOW PIPE
1/2HP EVACUATION PUMP
SUBMERSIBLE LEVEL SENSOR
CHEMICAL FEED SYSTEM
C TO ADJUST ALKALINITY AND' PH j
STEEL. REINFORCED POLYPROPYLENE MANHOLE STEPS
30" X 30" ALUMINUM ACCESS HATCH
NITRATE RETURN FLOW METER (TYP.)-1
CHEMICAL ❑ISCHARGE - - - - - NIN EITHER FLOW EQUAL. —
TANK OR FLOW CONTROL BOX
4'-0" .X 6'-0" E
FIBERGLASS ENCLOSURE
TO RESIST 150 MPH WIND LOAD - - II
3f
I rll
co -
I-
316-S.S./EPDM PIPE SEALS I I'� °"-
(SEE DETAIL, SHEET C-05) I II
11I
4" PVC FORCEMAIN INFLUENT
COARSE BUBBLE DISC - - - - - -
DIFFUSER (TYP.) ----
1 1/4" BRASS BALL
VALVE (TYP.)
TYPE 304 SCH40 STAINLESS
STEEL AIR PIPING (TYP.)
COMMON 4" THICK CONCRETE PAD FLOW EQUAL , 17'-
UNDERLYING EO. BASINS 1 & 2
SUBMERSIBLE PRESSURE SENSOR
WEIR OFTASL SEE SHEET C-06 /
DUPLEX SUBMERSIBLE FLOW EQUALIZATION PUMPS J
FLOW EQ. PUMP CONTROL PANE!_
B IN NEMA 4X STAINLESS STEEL ENCLOSURE
S.S. SURFACE MOUNTED PORTABLE HOIST SOCKET'(TYP.)
IlL -- -
�
�- I--- '-11" DIGEST '-} AN l
6
ALIZATION--$ 17'-0" DI ESTER OX
6" PVC INFLUENT
ABS SUBMERSIBLE MIXER (TYP.)
MIXER DISCONNECT SWITCH (TYP.)
jj
PORTABLE HOIST SOCKET (TYP.)
8" PVC TRANSFER PIPE
MANUAL DECANTING WINCH
2" S.S. ADJUSTABLE SWING ARM DECANTER --\
2" S.S. DECANTING AIRLIFT
EMERGENCY OVERFLOW PORT
TYPE 304 STAINLESS STEEL
ALKALINITY/PH CHEMICAL FLOW CONTROL BOX W/ BARSCREEN
FEED SYSTEM IN FIBERGLASS 4" CL53 DIP FORCEMAIN INLET
LOSURE RATED FOR 150 MPH S.S. ANGLE PIPE SUPPORT
WIND LOA[ 4" PVC FLANGE ADAPTER
4" PVC INLET PIPER \ \
b
G
4" TYP.
�I
A 4
CONCRETE SLOPED FLOOR,
1 1/4" STAINLESS STEEL AIR DROP, TYP.-
COARSE BUBBLE DIFFUSER
4" TO 5' GRAVES FOR LEVELING TYPICAL
8 PVC LOW LEVEL TRANSFER.
CONCP.ETL SPREADER BAR (TYP.)
SUBMERSIBLE PRESSURE SENSOR (TYP.)
3/4" STAINLESS STEEL GUISE RAILS (.YP.)
3" SCH80 PVC PUMP DISCHARGE PIPE (TYP.)-
DUPLEX 1/2HP SUBMERSIBLE FLOW FQUALIZATION PUMPS -
COMMON 4" THICK CONCRETE PA.O
UNDERLYING EQ. BASINS 1 &r 2
6"
' J
PIPES SEALED PER ASTM C-923
DUPLEX PLANT MOTOR/BLOWER ASSEMBLIES
2• NEMA SCH40
4X STAINLESS
STAINLESS STEEL
ST EL ITRATE JUNCTIO JUURN PIPE NCTION (TYP.)(�P )
1/2HP SUBMERSIBLE NITRATE RECYCLE PUMP (TYP.)
ADJ. ALUMINUM WEIR TROUGH (TYP.)
2" SCH40 PVC PUMP DISCHARGE
8" PVC KNIFE GATE VALVE (TYP.)
PUMP CONTROL & DISCONNECT SWITCH
PVC BAFFLE
4'-0" X 5'-0" ALUMINUM DOUBLE DOOR
S" SCH40 PVC TRANSFER, PIPE ACCESS HATCHES, TYPICAL FOR FIXED MEDIA TANKS
s DUPLEX SUBMERSIBLE
B" PVC KNIFE GATE VALVE C
DOSING PUMPS
"s 3" BRASS CHECK
— 6 cOP'x0. — - — VALVE (TYP.)
Lu TO FIELD 'A'
PORTABLE TO .FIELD 'B'_
—
3" PVC 'GATE
r - a9 I I sacKET VALVE (TYP.)
12'_g EFFLUENT
�'- VALVE PIT
— -TT ICI n F_n — r;
It
— 17'
105'--8"
PLAN VIEW
��®JIB
I
6
t ION 12'-8" CLARIFIERS
SO.Fx EACH T
FITCLD MEDJA-13'-0"I­•- 7
FLO METER/CHART RECORDER
PANEL 1N 4X S.S. ENCLOSURE
�1_ 8" 8" TRANSFER PORT
ALUMI UM 22 1/2' V-NOTCH WEIR
JLTRASDNIC FLOWMETER SENSOR
4BLET CHLORINATOR
SCH40 PVC TRANSFER PIPE
1 \-ADJ. ALUM WEIR OUTLET TROUGH (TYP.)
`2" PVC SCUM RETURN PIPE (TYP.) 2HP SUBMERSIBLE DEWATERING PUMP
3" PVC KNIFE GATE VALVE (TYP.) CONCRETE STILLING BAFFLE
3" PVC RAS RETURN �_J/
GEYSER SLUDGE RETURN PUMP (TYP.) g
STAINLESS STEEL PIPE SUPPORT BRACKET (TYP.) SURFACE SKIMMER (TYP.)
GRAPHIC SCALE CONCRETE INLET BAFFLE
a m
STAINLESS STEEL PIPE BRACKET (TYP.) (� FEET
J
F2" SCH40 D PVC NITRATE RECYCLE PIPE 1 -, 5
8nc8 " SCH40 PVC TEE PV� KNIFE GATE VALVE
NEMA 4X STAINLESS STEEL JUNCTION BOX (TYP.) STAINLESS STEEL AIRLIFT SUPPORT BRACKET
�T-SURFACE MOUNTED HOIST SOCKET (TYP.) ALADDIN SURFACE SKIMMER
3 SCH40 PVC SLUDGE LIFT
2" SCH40 PVC SKIMMER AIRLIFT
4" TK CONCRETE BAFFLE
MOTOR/BLOWER ASSEMBLY IN ADJ. ALUMINUM WEIR TROUGH
LOCKABLE FIBERGLASS HOUSING LOCAL SLUDGE PUMP CONTROL MOUNTED ON ALUMINUM SUPPORT
S.S. BLOWER BASE STAINLESS STEEL ADJ. RODS (TYP.)
NUM
ACCE
IfrALU ADJ
ALUMINUMSWEIRTOUTLET TROUGH
4" , 1 161 -4„ Q
-0" 4" TYP.
2" SO S.S. MIXER GUIDE MAST
ABS SUBMERSIBLE ANOXIC MIXER
-S.S, WALL BRACKET (TYP.)
-6" TK CONCRETE DIVIDER WALL (SEALED W'TERTIGHT)
1 1/4" .SCH40 STANLESS STEEL DIFFUSER DROP (TYP.)
3/8" COARSE BUBBLE DISC DIFFUSER, (TYP.)
1 1/4" SCH80 PVC DIFFUSER HEADER (TYP.)
2,_ " 6" SCH40 PVC DISCHARGE PIPE
J If 18" x 18'. POURED -IN -.PLACE
CONCRETE ANTI -FLOTATION BALLAST
I (SIZED TO BE VERIFIED BY
I \ I STRUCTURAL ENGR.),
1� 4 0� ' � 4.,
��/ 1 �� FIXED MEDIA DECKING
3" X 3" ALUMINUM ANGLE SUPPORT ANGLE
�p�� SLOPED FLOOR TO PUMP
12" SQ- P- 2" SCH40 PVC PUMP DISCHARGE PIPE
3/4" SCH40 STAINLESS STEEL GUIDE RAILS
1/2 HP. SUBMERSIBLE DEWAsCRING PUMP
PRECAST CONCRETE PAD
3" GEYSER PUMP
3/4" SCH40 STAINLESS STEEL GUIDE RAILS
��1/2HP SUBMERSIBLE NITRATE RECYCLE PUMP
FINE UUBL E DIFFERS (IN AERATION TAAKS 06LY)
GP.APHIC SCALE
SECTION A -A " ss
NOT A TRUE SECTION
( Lv FEET }
2 I TL=h-6 fL
4
A
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHIP, PENNSYLVANI.A
s
v r
;y�Og¢4fCA0 A'�
- ll505
Ire'. NBIliT,��'•'• Q...
U. S. COAST GUARD
CIVIL ENGINEERING UNIT'
CLEVELAND
<s co
o
7790
0
USCG. CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISSUE
MARK
DATE
DESCRIPTION
A/E PROJECT N0: 112463
CAD ELF NAME: C7637CO4.DWG
DESIGNED BY:
RAWN BY:
EDITED BY:
CHECKED BY: '
5CALE:AS SHOWN PLOT SCALE:1' =
HEFT- TITLE
WWTP AND DRAINFIELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
CROSS _SECTIONS
SNLET 1
REVIEWED 8Y.
R.A. PIPAK
REVIEWD-O BY:
B. VRANKAR I
RSlSEWED BY:
G.S. PLACZEK
PROJECT ENC
BRANCH CHlFr I
iLCTl- DIRECTOR
J.A. HEALY, CAPT. 17/2-5/20091
APPROVING OFFICERDATE
PROJECT NUMBER
DRAYlING NUM9ER
05-001113
7637-D
DISCIPLINE SHT NO
SHEET 5 OF 12
C-04

C
B
j A
HWL ALARM LIGHT
AUDIBLE ALARM BUZZER/HORN
FLOW EO��.NN/SECONDARY • TREATMENT CONTROCCL PANEL
STAINLESS STEELACONTROL PANELNSUPPORT
S.S. SURFACE MOUNT PORTABLE HOIST SOCKET
1 1/4" STAINLESS STEEL UNION TYP.
1 1/4" BRASS BALL VALVE (TYP,
3" PVC PUMP DISCHARGE
4" FORCEMAIN INLET
—
1 1/4" STAINLESS STEEL DIFFUSER DROP
COARSE BUBBLE DISC DIFFUSER, TYPICAL
SUBMERSIBLE PRESSURE SENSOR
DUPLEX SUBMERSIBLE
1/2 HP.PUMPS, 45 GPM ® 15' TDH
4 HRS.
STORAGE
4"
114„
LAC ONJ coo
STAINLESS STEEL BARSCREEN/FLOW CONTROL BOX
HINGED FIBERGLAS$ HOUSING
2 1/2" INLET FILTER SILENCER
FLOW EQUALIZATION BLOWER ASSEMBLY
/ DISCHARGE SILENCER
/ 6" PVC HIGH LEVEL OVERFLOW
pU uPSOFF
0' FLOW EQUAL. 19.0' FLOW EQUAL.
18' 8" -
SECTION B—S
GRAPHIC SCALE
9 ]] ] to
( IN -FEET )
i Lich — 5 ' !L
STAINLESS STEEL AIRLIFT PIPE SUPPORT
3" PVC SLUDGE AIRLIFT
CAST IN PLACE CONCRETE BALLAST
TYPICAL FOR FLOW EQUALIZATION,
CLARIFIERS, AND FIXED MEDIA TANKS
4" CONCRETE PAD W/ 6•'x6", W4.5xW4.5
WWF REINFORCEMENT
4•' TO 6" GRAVEL FOR LEVELING, TYPICAL
e
M" I
STAINLESS STEEL, PIPE SUPPORT (TYP.)
—3/4" NEEDLE VALVE, TYPICAL FOR AIRLIFTS
3/4" S.S. AIRLINE
,r-3/4" RUBBER HOSE ARL(NE
SURFACE SKIMMER
? T d-Uj.'' ''.L J 2" PVC SKIMMER AIRLIFT
—" I 3.. PVC "GEYSER" PUMP
4'-0" F^ 6" CONCRETE PAD W/
6"x6"- W9xW9 WWF REINFORCING
4'-0" MINIMUM —I
SECTION C—C
GRAPHIC SCALE
( IN FEET }
1 lnch - 5 M
DOSING PUMP CONTROL PANEL IN NEMA 4X STAINLESS STEEL ENCLOSURE
FLOWMETER/CHART RECORDER IN NEMA 4X STAINLESS STEEL ENCLOSURE
STAINLESS STEEL PANEL SUPPORTS (TYP.)
ULTRASONIC FLOWMETER SENSOR
4" TK CONCRETE BAFFLE WALL
TABLET CHLORINATOR
CHEMICAL DOSING PUMP, 40 GPD MAX,
USE HCAUSTIC SODA, PACED BIYpHCONTROLLER
7 115/1, 1/4 HP MIXER, BRACKET-MOUNTEC
"P5 �'-10 PEAK WATER LEVEL
4" I 6'-0" LOW WATER LEVEL
1 '-7" j 4"
3, 9�,• ALUMINUM 221' V—NOTCH WEIR
6'-4•4' 6" SCH40 PVC TRANSFER PIPE
3/4" SCH40 STAINLESS STEEL GUIDE RAILS —0
2" SCHBO PVC PUMP DISCHARGE (TYP.) 4"
DUPLEX 1HP DOSING PUMPS
SUBMERSIBLE PRESSURE SENSOR SECTION D—D
GRAPHIC SCAU
o u . to
{ IN FEET )
1 Inch,— 5 IL
STAINLESS STEFL JUNCTION BOX
48" CIA PRECAST CONCRETE
METERING MANHOLE PER ASTM C-478
2" MAGMETER
2" SCH 40 TYPE 304
/I � STAINLESS STEEL PIPE
I m
M
4'-10"
.2rCTION F—F
L WN R AS IFS -
TWO PLANT BLOWERS REQUIRED (ONE OPERATING, ONE STAND—BY)
113 SCFM 0 6 PSI EACH
7.5 HP MOTORS
ONE FLOW EQUALIZATION BLOWER REQUIRED
81 SCFM ® 5 PSI
5 HP MOTOR
NOTES-
1. ALL PROCESS PIPING TO BE SCH 40 PVC UNLESS NOTED OTHERWISE.
2. ALL AIRLINE PIPING TO BE TYP: 304 SCH 40 STAINLESS STEEL.
3. ALL PIPE SUPPORTS AND BRACKETS TO BE TYPE 304 STAINLESS STEEL.
4. PRECAST CONCRETE TO BE 5000 PSI AT 2S DAYS. ALL PRECAST
CONCRETE TO INCLUDE ADMIXTURE FOR CORROSION RESISTANCE AND
WATERPROOFING.
5. ALL EQUIPMENT, PANELS, AND APPURTENANCES SHALL He SUFFICIENTLY
SECURED AND ANCHORED TO RESIST 150 MPH WINDS.
2
75 GALLON POLYETHYLENE J . ,
BLACK SOLUTION TANK WITH COVER
SECTION E—E
GRAPHIC SCALE
i
( IN FEET }
t inch - 6 I4.
EPDM SEAL
ELEMENT
316-S.S. BOLT
AND NUT
REINF. NYLON
GROUT
PRESSURE PLATE
FILL
AFTER
PVC PIPE
CAST/CORE DRILLED
;_ :•..'. :'"".
HOLE FOR PIPE
''''
TANK WALL
FIX2:,E EO ga,SiN
INRW
TA.UISFE�
PIPE S AL DE±AIL
NT5
coaE o • e'
a'
3
FIBERGLASS SHELTER WITH LIGHT HXTURE.
HEATER, EXHAUST FAN AND DUPLEX RECEPTACLE
DOOR MOUNTED WINDOW
CORD GRIPS (QUANTITY AND SIZE ACCORDING
�TO LOCATION)
HOLE IN CONCRETE FLAT TOP OR TANK
.o
NEMA 4X STAINLESS STEEL JUNCTION BOX
SIZED AS REQUIRED
CONDUIT(S) TO CONTROL PANEL
(NOT BY TREATMENT PLANT SUPPLIER,)
JUNCTION BOXES
3X SCALE
4
C
B
A
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHSP, PENNSYLVANIA
� r
CA
- SEAL�.� -_
- 11505
U, S. COAST GUARD
CIVIC. ENGINEERING UNIT
CLEVELAND
AE S 00
�P
17g0
USCG, CEU CLEVELAND
1240 EAST 97H STREET
CLEVELAND, OH 44199-2060
ISSUE
MARK
DATE
DESCRIPTION
A E PROJECT NO:112463
CAD FILE NAME; C7637CD5.CWG
—IDES —GNED BY:.
DRAWN BY:
EDITED BY:
I CHECKED BY:
SCALE: AS SHOWN - PLOT SCALE: 1
SHE= i TITLE
WWTP AND DRANF{EL❑ REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
CROSS SECTIONS
SHEET 2
REVIEWED BY: RwV[EWED BY, R=VIEWED BY:
R.A. PIPAK B. VRANKAR G.S. PLACZEK
PROJECT ENG BRANCH CHt:r --CH. DIRECTO
J.A. HEALY, CAPT.
7/25/2009
APPROVING OFFICE?,
DATE
PROJECT NUMBER DRAWING NUMBEr2
05-001113 7637-D
DISClPUNE SHT ND
C-0b SHEE-1 6 OF 12

MICHAEL BAKER JR., INC.
ASDON TOWNSHIP. PENNSYLVANIA
C
B
4z" d HOLES FOR
�f 9,. PUMP INLI-T- PIPES
I c �—
m
�o o o P N
I b o o o
0 0 I y1
5" 6" m STAINLESS PIPE STUBS
10" X 5" LONG WELDED TO
�—= 3'-2" BOTTOM (TYP. 3 PLUS.)
TOP VIEW.
OPEN TOP
—F i FIXED PLATE
PiTmm i WEIR PLATE
IIIIIIIIIIIhIIIIIIIp
N iilllllllllllilllll
lIIIIIIIIIIIIIIIIIII� !
ILLLI IIILI I� �
1D"
END VIEW
2" X 2" X I" X 10" S.S.
ANGLE WELDED TO BOX (2)
REMOVABLE STAINLESS STEEL DRYING DECK
4" D1.4. THREADED S.S. PIPE
Z\ F
U-) w �o ; 1 —$ j k\ L
N N O \\\
. I
$"W X 12"H OPENING �4
IN FIXED PLATE �{ 1'-2"
SECTION G-G
10" WIDE EXCESS
OVERFLOW WEIR I -, —
•—IN
u.
I U.
(2) 2" WIDE RECTANGULAR WEIRS — -
. co
-
(6) 9/1 b" DIA HOLE34" — — L— 34„
$„ $„
SECTION H-H
(PARTIAL VIEW)
WEIR PLATE DETAIL ONLY
�1
BARSCREENDETAIL:
NOTES: 23„ a o o P P o �— 1" DIA., HOLES @ 3" C—C
TYPICALIN A 73/d X 1 —73/a 4 0 0 0 a o P STAINLESS PLATE
1. MATERIAL IS TYPE 304 1/4" STAINLESS STEEL l r o a 0 a a a
A ' 2. WELDED PIPE STUBS TO BE SCH40 STAINLESS STEEL 1 a 0 0 0 0 0
3. ALL WELDS SHALL BE WATERTIGHT 4. ADJUSTMENT ADJUSTMENT PLATES TO BE SHIPPED LOOSE 23„
1 I 2 I s
CO MANUAL BARSCREEN, 1" X 1/4"
S.S. BARS AT 1 1/4"'CENTERS
l
P
I
A" D SL_O_ TS--x
64" LONG, TYP.
4
ir
4
cc
0 �N
1 4
EXCESS RETURN WEIR ADJ. PLATE
ONE REQUIRED
I I6'' �4 r
�� 4
OUTL WEIR ADJ. PLA
TWO REQUIRED
4
C
SEAL
11505
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
yllAZEs co
Cl
7799
USCG, CEU CLEVELAND.
1240 EAST 9TH STREET
CLEVELAND, OF 44199-2060.
SCALE. AS SHOWN PLOT SCALE: l"
- SHEET TITLE
WWTP AND DRAINFIELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
A SPLITTER PDX DETAILS
REVIEWED BY: REVIEWED .BY: RENEWcD BY: .
R.A. PIPAK 8. VRANKAR G.S. PLACZEK
PROJECT ENG BRANCH CHIEF T CH. D1R,E 0
J.A. HEALY, CAPT, 7/25/2009
APPROVING OFFICER. DATE
PROJECT NUMBER I DRAWING NUMBER
05—001 1 13T 7637—D .
DISCIPLINE HT NO
C.-06 SHEET 7 OF 12

I I 2 I
REMOVABLE TURF BOX
VALVE VAULT
6' PVC SLIP-ON CAP (AS RED. 13Y C.C.H.D.)
aSPACES ® 5'-0' 40'-0'
1C-0°
4' INSPECTION AND
4' PVC UFANOUT PRESSURE CHECK PORTAL
FITTING AND PLUG
MANIFOLD
LATERAL/TRENCX LATERAL/TRENCH
LATERAL/TRENCH
LATERAL/TRENCH
3 —6.
—Q.
2'-0- (TYP
—D. (T1�P
,
4' HIGH TURTLE -BACKED SOIL I
C REMOVABLE TURF
V-6' Tom,
" MIN.
EXISTING
_- COVER FOR POS[Ti`lE DRAINAGE
BOX (PLYWOOD)
'
�. '
G. ELE+/
_ 8,5
6 VARIES]
L
4" PO OR UCATED
FERFO T D PI E �TYP�
•• \
6' PVC PIPE SLEEVE //
/
\ \ \
/ / o
SOIL BACKFlLL
og (�.)
\
\ \
CLEAN GRAVEL
6' MIN. °�
'°
I.E.7.0'
SIZE 57 .
PVC REDUCER FOR 6'
PVC PIPE SLEEVE .
I.E- 6.5'
1 1/4- PVC PERFORATED
LATERAL PIPE (TYP.)
EPARATION FABRIC
OVER AGGREGATE)
4' PVC 45' ELBOWS
4" PVC TEE {INSTALLED LEVEL) 4' x 4' 'x 1 1/4"
PVC REDUCING.(TYP)
4' PVC NON-P FORATEp SUP Y
MANIFOLD PIPE INSTALLED LEV
miaalF:LD _DETAIL
NOT TO SCALE
4' POLETHYLENE CORRUGATED
PERFORATED PIP
ANIFOLD FIELD
SYMM ICAL ABOUT ¢J
SEPARATION FABRIC
FINISH GRADE
G.S. 8.0' - 13.5`
—6-
'
—6.
- X
LE. 7.0' - ------------ - --- --
I.E. 6.5` °a os �o yg;
--
n g e
a oo
-- - 6' PVC SLE
6' W4 45 a W/CAP OVER
.
1 1/4" PVC PIRFORATE}7
RAL
/
/
LE. 6,0'
� C1 1 4' PVC
LA P!P
I.E. 5.5'WEE
FITTING
CLFGRAVEL
(TYp,) AND PLUG
4, PVC
SIZ 57
1 1/4' PVC PERFORATED
NON -PERFORATED
(5/32" HOLES 0 5'-0"
B �INSTALLYLED LEVE PIPE O.C. INSTALLED UP LqTERAL
PIPE (INSTALLED L I
TWO 21 HOLES PER LATERAL
INSTA LED FACE DOWN TO
FACILITATE DRAINAGE RE11NEEN DOSES
-
DRA VIF ELD DETALF.
NOT TO SCALE
6" PVC SLIP-ON CAP
CONSTRUCTION NOTES:
6" PVC PIPE SLEEVE
1 1/4- PVC LATERAL PIPE TURN -UP
1. DETAILS SHOWN HAVE BEEN REPRODUCED FROM DRAWING 5369-D, C-5, SHEET 5 OF 6 AND EDITED PER NCDENR COMMENTS.
1-1/4" PVC THREADED PLUG 1 1/4' PVC CLEAN
DETAILS ARE BELIEVED TO BE -SIMILAR TO THE DRAINFIELD INSTALLATION AS OF 1993. NO AS-BUILTS DRAWINGS OR RECORDS OF
MODIFICATICNS TO THE DRAINFIELD INSTALLATION WERE LOCATED, FCR BIDDING, CONTRACTOR SHALL CONDUCT A SITE VISIT AND VERIFY
1 1/4' PVC LATERAL PIPE TURN -UP OUT FITTING AND
EXISTING VISIBLE ABOVE GROUND CONDITIONS/DIMENSIONS AND -ASSUME EXISTING BELOW GROUND CONSTRUCTION IS AS SHOWN, IF
REMOVABLE TURF
THREADED PLUG
SIGNIFICANT DEVIATIONS ARE FOUND DURING REPLACEMENT WORK, CONTRACTOR SHALL IMMEDATELY NOTIFY THE CONTRACTING OFFICFR'S
FINISH GRADE BOX (AS RED.
BY C.C.H.D.)
---}
TECHNICAL REPRESENTATIVE OF THE FINDINGS.
2. THE INTENT OF THE CONTRACT IS TO REPLACE ALL DRAINFIELD MANIFOLDS AND LATERALS IN -KIND, INCLUDING PIPE BEDDING
I \
MATERIALS AND AT LEAST S-INCHES OF SANDY -SOILS DIRECTLY BELOW AND TO EACX S10E OF THE GRAVEL FILL TRENCH. THE EXISTING
ao
°�
R FOR 6' PVC
DISTRIBUTIONVALVE VAULT LOCATED BETW EN THE TWO DRAINFIELD BRANCHES MAY BE RE -UTILIZED AT THE DISCRETION OF THE
-- ---`-- -- -
_$''° PIPE SLEEVE
CONTRACTOR, A!THOUGH INTERNAL PIPING MODIFICATIONS THERE -IN MAY BE NECESSAZ . ONLY 43 DEGREE CLEANOUTS, PRESSURE
READING POINTS, AND ROUNDED EARTH SURFACES SHALL BE ADDED TO THE ORIGINAL DESIGN CONCEPT, AS SHOWN HERE.
�1 1/4" PVC 45' ELBOW
1 114- PVC PERFORATE 1 1/4PVC TEE
3. EXCAVATED AGGREGATE AND SANDY SOILS, TO THE EXTENT. POSSIBLE, SHALL BE BACKFILLED AND COMPACTED WITHIN THE
LATERAL PIPE
'FOOTrRINT OE THE EXISTING WWTP FOLLOWING DEMONSTRATION OE PERFORMANCE OF THE NEW WWiP ANv DRAINFIELD. CONTRACTOR
SUP -ON TYPE PIPE CAP
SHALL STOCOLE EXCAVATED MATERIALS ON -SITE AND PROVIDE TARPING AND E&S CONTROLS TO PREVENT STORMWATER CONTACT AND
WITH CUTOUT FOR 1 1/4'
MINIMIZE ODOR. CONTRACTOR SHALL TEST AND DISPOSE OF ANY ADDITIONAL MATERALS OFF -SITE IN ACCORDANCE WITH FEDERAL,
LATERAL PIPEFG
STATE, AND LOCAL REGULATIONS AND PROVIDE THE ENGINEERING OFFICER DOCUMENTATION OF ACCEPTANCE AND RECEIPT BY THE
LOCATIONS PEIItt LATERAL
DISPOSAL FACILITY.
4' POLYETHYLENE CORRUGATED PERFORATED PIPE
4. CONTRACTOR SHALL DISPOSE OF ALL REMOVED D2AINFi LED PIPING MID APPURTENANCES OFF -SITE IN ACCORDANCE Wrl FEOERAI,
WITH THREE ROWS OF 1/2" HOLES AT 69 APARTAND APPROXIMATELY 4' O.C. INSTALL WITH HOLES
STATE, AND LOCAL REGULATIONS,
AT BOTTOM AND AT 60 FROM BOTTOM CENTER
LINE
A 5. CONTRACTOR SHALL PROVIDE 2-INCHES OF AGGREGATE IMMEDIATELY ABOVE THE DRAINFIELD LATERALS AND 4 TO B-INCHES OF
CLEAN SOIL ON TOP OF THE AGGREGAT TO BRING TO GRADE. AoDit IONAL 4' HIGH TURTLE -BACK SOIL MOUNDING FOR POSITIVE
DRAINAGE SHALL BE ADDED DIRECTLY OVER THE DISTRIBUTION LATERALS. DRAINFIELD AREAS SHOULD BE RE -SEEDED WITH AN
DRAINF�ID n�TATL
INDIGENOUS GRASS TYPE UPON COMPLETLGN.
NOT TO SCALE
1 � �
19
a
C
B
A
CONSULTANTS
MICHAEL BAKER JR., INC. -
MOON TOWNSHIP, PENNSYLVANTA
RPM
1 �
14
q CARO
_ '` `}
SEAL =_
' 1I5U5
�99 ` Inc yLSw•'' q,, F.
U. S. COAST GUARD
CIVIL ENG#VEERING UNIT
CLEVELAND
4 �
i
17521
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND. OH -44199-2060
ISSUE
MARK
nATE
DESCRIPTION
A/E PROJECT NO: 112453
CAD FILE NAME: C7637C07.DWG
DESIGNED BY:
DRNNN Y:
EDITED BY:
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE:1".�
SH_cI TITLE
W FP AND DRAINFIELD REPLACEMENT
CG SECTOr NORTH CAROLINA
ATLANT€C BEACH NOPTH CAROLINA
DRAINFIELD DETAILS
REVIEWED BY: REVIEWED BY: REVIBYED BY:
RA PfPAK B- VRANKAR i G.S. PLACZEK
PROJECT ENG I BRANCH CHIEF 7ECh. DIRECTOR
J.A, HEALY, CAP T . 7/25/2009
APPROVANG OFFICER OATS
PROJECT NUM R
CRA�YING NUMBER
05-001113 I
7637-D
DISCIPUN- SHT NO
�HFFT P. ❑F 1 )
(r n-7

c
A
NOTES:
1490.77' S 01-43'42" E
ASPHALT ROAD o O
El
TENYtS Com
GT STo E
PMKervC LOT
PARKING LOT 13 8
m
O V OTE 1 9
2
NOTE 1 ❑ n NOTE
0 Q 0
NOTE 4 o h p
1 +w DT is m7::� �n
5 O
NOTE i O E 1 "" DOCK SIDE W a NOTE 1 a g
NOTE 1 NOTE' 1
NOTE 1 NOTE 1 a Ad
W
NC _ J
RFrF ' NOTE i e ❑ � © �
A> NOTE 1
R u
m
i. CONTRACTOR SHALL INVENTORY AND COLLECT SIZE AND CONDITION
INFORMATION ON ALL MANHOLES RINGS IN THE- SANITARY COLLECTION
NETWORK (ESTIMATED 14 UNITS). CONTRACTOR SHALL MAKE NECESSARY
REPAIRS (LE., GROUTNG) AS WELL AS PURCHASE AND ANSTALL "NO WATER"
SEALS IN EACH MANHOLE TO REDUCE POTENTIAL FOR INFILTRATION AND
REDUCE SEWER GAS RELEASES TO ATMOSPHERE, SUBMIT BILL OF
MATERIALS AND CUT SHEETS TO CONTRACTING OFFICER FOR WRITTEN
APPROVAL PRIOR TO PURCHASE.
2. CONTRACTOR SHALL MAKE FULLY FUNCTIONAL (THROUGH TESTING,
REPAIR, AND/OP. ADDITION) BOTH A VISUAL AND AN AUDIBLE ALARM AT THE
DOCK -SIDE WET PIT, GUEST -SIDE WET PIT, AND MAIN LIFT STATON. THIS
SHALL INCLUDE, BUT NOT BE LIMITED TO, BULB, HORN, AND WIRING
REPLACEMENT/ INSTALLATION, AS NECESSARY. LEVEL -CONTROL FLOATS AND
FLOAT SUPPORTS SHALL BE MADE ADEQUATE. SUBMIT BILL OF MATERIALS
AND CUT SHEETS TO CONTRACTING OFFICER FOR WRITTEN APPROVAL PRIOR
TO PURCHASE. CONTRACTOR SHALL PREPARE A ONE -PAGE MAINTFNANCE
AND REPAIR REPORT FOR EACH LOCATION -AND SHALL FIELD DEMONSTRATE
THE CAPABILITIES OF EACH SYSTEM TO THE CONTRACTING OFFICER'S
TECHNICAL REPRESENTATIVE (COTR).
3 DOCKSIDE WET PIT & GUEST -SIDE WET PIT. CONTRACTOR SHALL PULL
THE LXISTING PUMPS AND FLOATS AND REPLACE WITH IN -KIND UNITS.
EXISTING GUIDE RAILS SHALL BE REMOVED; NEW S.S. GUIDE RAILS AND
PULL CHAINS FOR THE REPLACEMENT PUMPS SHALL BE INSTALLED.
REMOVE AND REPLACE EXISTING PIPING/VALVES WITH SCH. 80 PVC PIPING
AND COMPATIBLE VA! VES. REMOVE DETERIORATING FLOOR PLATES AND
REPLACE WITH NEW EQUAL. SUBMIT INSTALLATION DRAWING, DATA, AND CUT
SHEETS ON NEW INSTALLATION TO CONTRACTING OFFICER FOR APPROVAL
PRIOR TO PURCHASE. TIE REPLACEMENT FLOAT ASSEMBLIES INTO EXISTING
CONTROL SYSTEM. SUBMIT COPIES OF 0&M MATERIALS TO THE
CONTRACTING OFFICER UPON NSTALLATION. CONTRACTOR TO DISPOSE OF
ALL ITEMS REMOVED.
4. DOCKSIDE WET PIT. CONTRACTOR SHALL PROVIDE AND INSTALL NEW
ACCESS/SECURITY ENCLOSURE FOR THIS LOCATION (SEE INSET DETAIL --
VERIFY DIMENSIONAL SUITABILITY). SUBMIT AN INSTALLATION DRAWING, DATA,
AND CUT SHEETS -TO THE CONTRACTOR OFFICER FOR APPROVAL 'PRIOR TO/
PURCHASE. ENCLOSURE SHALL BE SUFFICIENTLY DESIGNED AND BOLTED
TO THE SURP.OUNDING CONCRETE SURFACE (ADD NEW 6" PERIMETFR
CURS/RAMP FOR INFILTRATION CONTROL) IN ORDER TO SUSTAIN
HURRICANE FORCE WINDS IN ACCORDANCE WITH NORTH CAROLINA
ENGINEERING PRACTICES. REMOVAL AND DE5POSAL OF EXISTING
ENCLOSURE BY CONTRACTOR.
5. MAIN LIFT STATION. CONTRACTOR SHALL
REMOVE VEGETATIVE ROOTS FROM INSIDE WET
WELL. GROUT GAPS, IN STRUCTURE TO REDUCE
POTENTIAL FOR STORMWATEP. INFILTRATION INTO —_
SEWER. SYSTEM.
CRAPHIC SCALE
s I.�r Ire
El'I (!
L
BOAT RALIP
J
c�
{ m FEET }
- 11nc6 - 80 ft.
5
OTF / NOTE 1 F
so
MAIN LIFT
�
m
NOTE 2 STATION
n
NOTE 5
1���
� -. N 11•aTpO w
BOGUE
SOUND
ES -SIDE
PIT
NOTE 2 w
NOTE 3
�!
�
(h
UGGSS
LIFT LUGS
�
a
7
0
"^
6
O
F.B-]1GLAS$
LmCi.GSURE Q
7.
N
V��
�-
pp.T AND SEAL
T9 SERM
-
CaNICRETE BERA
c,INT p3TSFRCNT
S)
6'
Jl'
AREA OF WWTP AND
DR=,INFIELD REPLACEMENT_ SEE
SHEEETS C-02, C-03, C-04,
C-05, C-07, P-01 AND
E-02.
ExIs71 Ater-s:
IT I.T. 00
B'
2
LEGEND
©
zO
SUELDiNG 7'-6' x B' x 7'
FUSED SAFETY SWITCH, 30 AMP
O
Q
EXHAUST FAN, 10', 611 CFN
INTAKE L4UVER, 1ti
6' vIDs 3
C-uNCRETE BE" ID 4
§ �
SEiS'EP. CONNECTION STATION
O
• bSANHOI,E - S_4NiTARY
FUSE, 15 AMP
g0
INTAKE LOUVER MGTCR
_`-- ____SANITARY
SEWER
4
DUPLEX RECEPTACLE
q�_
THERMOSTAT, HEATING
e CANOPY WITH
IRaft; SCREEN
SS�6i
—m-- FORCE b{.A[a'V
INTERIOR LIGHTS, INCANDESC`:NT
LI
O
HEATER, 1309/1500 W
P,ETE PApp LG4KABLE. S.S. ➢GCR
6
G
LIGHT / FAN SWITCH-:
`?
HIGH TEHP 2ATURE CUTOUT
I+aaa�aaE
w u;Ts(NTS Tc=
�
3
4
C
B
A
CONSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHIP. PENNSYLVANIA
� w
� r
CAR
F 0/'
SEAL =
11505
G�' 9J�• fxLlx SA?N;
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
o TTc�
y O
� 179fl
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISSUE
MARK
DATE
DESCRIPTION
A E PROJECT N0:112463
CAD FILE NAME: C7637CO6.DWG
DESIGNED BY:
D WN
EDITED BY:
CHECKED BY:
SCALE:AS-SHOWN PLOT SCALE: 1" _
SHEET TITLE
W`NTP AND DRAINFIELD. REPLACEMENT
CC SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
SYSTEM TESTING
AND REPAIRS'
RMEWED BY:
R.A. PiPAK
P.EVIEWED eY:
B. I
REMTWEO BY:
G.S. PLACZEK
ROJECT ENG
BRANCH CHIEF
TECH. DIRE TOR
J.A. HEALY, CAPT.
7/25/2009
APPROVING OFFICER
HATE
PROJECT NUMBER
DRAWING NUMBER
05—001113
7637—D
OF '32
f77!!��SIEEEZIT

C
C
A
INFLUENT
10,000 GPD
5UB.
PUMP
EQUALIZATION
TANK 3
(10,000 GAL)
EQUALIZATION I...-------�-
SLUDGE WASTING
-I------
TANK 1
I
ISLUDGE
I
(10,000 GAL)
NITRATE
(RETURN
RECYLCE
I
f - - -
- `---,
SKIMMER
I
RETURN
BAR
SCREEN
SCREEN/
ANOXIC
ATARNKtON
_
FIXED
MEDIA
CHLORINATOR EFFLUENT
(500 CAL.} DTayKPUMPS
SUB" FLOW
TANK 1
:nD
FILTER 1
CONTROL
(5,000 GAL}
(10.000 GAL)
OX
r
TO
I
SL B. DRAINFIELD
ANOXIC
TANK 2
CLARIFIER 2
I
FIXED
P MPS LOW
PRESSURE
ERFLOW
I
TANK 2
(10.000 GALS
(201, GPD/SF)
(3,536• GAL.)
I
MEDIA
FILTER 2
PIPE
I
(5,000 GAL)
�
EOUAL47ATION
I
r'
I
TANK 2
iMMER
(10,000 GAL)
I
L
I
RETURN
I
I
I
NITRATE
ISLUDGE
I
II
J
RECYLCE
IRETURN
I
II
WASTING
--SLUDGE
-----J-------------�
WASH DOWN
II
CAUSTIC
MAKE-K
TANK
SLUDGE HOLDING
'
(75 GAL)
TANKS
(5,000 GAL EA)
PROCESS FLOW DIAGRAM
NTS
EQUALIZATION EQUAUZATION EQUALIZATION SLUDGE ANOXIC AERATION FINAL CLARIFIERS (2) FIXED A CHLORINATOR
TANK 2 TANK 1 TANKS 2) TANKS 2 TANKS (2) (76 SF EA.) FILTERS
2 {500 GAL.)
TANK 3 10,000 GAL) (10,000 GAL) (5,000 GAL EA. (5,000 GAL EA. (10,D00 GAL EA.) {3,536 CAL CA.) (96 SF EA.)
(10,000' GAL) { EFFLUENT
DOSING
TANK
_ WASH Down (2,300 GAL)
N scaEEH/ SCUM RETURN
r----'--------T
HYDPAULIC PROFILE
NTS
4
C
MICHAEL BAKER JR., INC.
NIOON TOWNSHIP, PENNSYLVANIA
A
o �
SEAL ti' ^-
11505 =
�Mffl a
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
�,`P�E.S Cpga
s
o �
1790
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
SCALE: AS SHOWN PLOT SCALE:1_
SHEET TITLF
WWiP AND DRAINFiELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAP.OUNA
A PROCESS FLOW AND
HYDRAULIC PROFILE
RcYIEWED BY: RENEWED BY: RENEWED BY:
R,A. PIPAK B. VRANKAR G.S. PlACZEK
PP.OJrCT ENG BRANCH CHIEF T-CH. DIRECTOR
J.A. HFALY, CAPT. 7/25/2009
A?PROVING OrFICER DATE
PROJECT NUMBER DRAWING MUNl5ER
05-001113 7637-D
DI5CIPUN=/ShlT NO
—01 SHEET 10 OF 12
2
3

C
B
A
1 ' 2
FINAL GRADE
FOIL BACKED YELLOW
1-Z
z
COMPACTED
"0 CLEAN FILL -
i
' N
4' CAhDX
4­4
CON'CREIE iNCA5EMOU FOR
ECTR1ElCAL FEEDER
DUCT BANK - SECTION -A -
SCALE.' 1"=1'-C"
RACK INSTALLATION DETAIL
SCALE' N.T.S.
PVC STUB
d
WATER SPIGOT
TEST BOX
SIGN
•
RELEASE VALVE
PHONE MANHOLE
b
UCHT POLE .
ELECTRIC MANHOLE
0
COLUMN
CLEAN CUT
5
SANFARY MH
YARD INLET -CRATE
WATER VALW- '
WATER METER
WELL
HYDRANT
BCU.AFD
w
BUSH'
■
MCNUM-IT
----^-
— EDP CF GRAVEL
CCNCRrrE
-- -��
CHAIN LINK Fc-NCL
FROPOsED UNOERGROUND
E'L.ECTFJC FEZOER
EASTNO UNDERGROUND
DUCTBANK
LgGEN
aG
ELECTRICAL SITE PLAN
SCALE: 1 "»59 V
2
3
GENERAL NOTES
1. CONTRACTOR TO SUPPLY AND INSTALL VARING CONDUITS AND JUNCTION
BOXES, AS REQUIRED. JUNCi0N BOXES SHALL BE INSTALLED ABOVE
THE TOP -OF -PLANT ELEVATION.
2. CONTRACTOR'TO COORDINATE UNDERGROUND CONDUIT RUNS WITH
OTHER UNDERGROUND PIPING AND UTIUTIES. C
3, CONTRACTOR TO VERIFY SPARE DUCTBANK CONDUITS.
® ELECTRICAL NOTES
.E, 225 AMP CIRCUIT BREAKER IN
_ ST-1. PANEL F ALSO 15 FED FROM
ERATOR TO SUPPLY POWER TO THE
POWER OUTAGE.
JIT IN DUCTBANK TO ROUTE NEW
c 1#4 AWG GND).
4" CONDUIT DUCTBANK TO ROUTE
MIL & 114 AWG GND).
20 VOLT, 225 AMP, 30, 4W,
'SURE TREATED SUPPORTING RACK,
FROM EXISTING PANEL ST AFTER
NEL ST SHALL REMAIN IN SERVICE
=D.
NEATHERPROOF, GFI RECEPTACLES
25' APART, FOR A TOTAL OF EIGHT
AT NEW MYiP. CIRCUIT
S
-ATHERPROOF, GFI RECEPTACLE ON
NEL ST--1, CIRCUIT #27.
LATE.
DD, USE CATEGORY UC413. USE ALL
_L HE 2" X Zr" PRESSURE
USE ALL GALAVNIZED HARDWARE.
4
A
CONSULTANTS
MICiiA BAKER JR., INC:
MOON TOWNSHIP, PENNSYLVANIA
s
CAi?o
��O .Fp4LSfrp��9';^
- SEAL T
11505 =
9P�'fRciw>S�'` e '
A
awrua
w
OWEN R. MILLIGAN
Fwaia
n}4167Ek
0 g 1,4 09
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
J'
O n
y
USCG, CEU CLEVELAND
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISSUE
NARK
DATE
DESCRIPTION
A/E PT NO:112463
CAD FIROJEC
LE NAME: C7637EOT.L)WU
' DESIGNED BY: '
D WN BY:
EOUED $Y: '
CHECKED SY:
SCALE:AS SHOWN PLOT SCALLI " -
SHEET TITLE
WINTP AND DRAINFIELD REPLACEMENT
CG -SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
ELECTRICAL SITE PLAN
M
REYIEV/ED BY:
3.V}CARG,S.
REVIE1NcD EiY:
PLACZEK
BRANCH CHEF
TCH, DIRF7CjOR
J.P. HEALY, CAP T.
7/25/2009
APPROVING OFFICER
OATE
PROJECT NUM9ER
DRAlANG MJh1 =R
03-001113
7637-D
DISCIFUNE SHT NO
SHEET 11 OF 12
t „_ 0 1

C
1 I 2 I 3 I Y
• ® ELECTRICAL NOTES
I. CIRCUITING PROVIDED AND INSTALLED BY W1YTP MANUFACTURER.
2. CONTROL PANEL PROVIDED AND INSTALLED BY VAYTP MANUFACTURER,
3, DISCONNECT SWITCH PROVIDED AND INSTALLED BY WWTP MANUFACTURER
SHELT
DISCONNE
SWITI
C
SITS I tM L'
CONTROL PANEL
' B
B
ELECTRICAL LAYOUTPLAN
SCALE 114' = I'-0'
FROM EXISTING
2D 2-112 AWG & 1il2 AWG GND. IN 3/4" C
PANEL SEE
21 3-112 AWG & 1#12 AWG GND. iN 3/4' C
DRAWINGG E01
30 2-J10 AWG & 1110 AWG GND. IN 3/4" C
225
80 3-J3 AWG & 118 AWG GND. IN 1-1/4' C
110 3-J2 AWG-a 1J6 AWG GNO.IN 1-1/2' C
225A
225 4-f350 KC?AIL & 1J4 AWG GND. IN 4' C
ST-1 208/120V 3PH 4W 225A 10 KAIC
30A 20A 80A
11 DA 15A 15A �} 20A 15A 15A
30
20
BD
tI0
21
21
20
21
21
FLOW EQUALIZATION
CONTROL PANEL
BLOWER CONTROL
PANEL 208V/30
208V/34
0
A
Ls-,-,
Ln
L n
_tit
I _._n i_. n
F -�3i
� <g� /&
D15
/V
/6 /a /lJ /& 014
Agk
015 _
4�y-
A&v /(�5/,
SHELTER ALKALINITY FLOW
FLOW
FLOW
PLANT PLANT ANOXIC ANOXIC NITRATE
NITRATE
PYRA➢ECK
PYRADECK
FLOWMETER DOSING DOSING
CHEMICAL FEED EQUAL
EQUAL
EQUAL
BLOWER BLOWER MIXER MIXER RECYCLE
RECYCLE
SLUDG7
SLUDGE
AND PUMP PUMP
5YSIE! BLOWER
PUMP
PUMP
PUMP
PUMP
PUMP
PUMP
CHART
RECORDER
ONE -LINE DIAGRAM
SCALE: N.T.S.
1
I
225A ER
FED FROM: PANEL F 3PH 4W1RE 208/120V
LOCATION:BYWWEP PANEL ST-1 22,000AIC
SURFACE MOUNT GROUND BAR
NEMA-4X
KT
LOAD SERVED
WIRE
RKR
PL
PHASEA
PHASE 8
I PHASEC
PL
RKR
WIRE
LOAD SERVED
CKT
1
BLOWER CONTROL PANEL
2
110
3
8.91 3.08
8.91 3.08
0.29 0.29
0.29 02g
0.29 0.29
11.9210.42
1.92 f 6.42
2.88 0.42
0-36 0.42
1026 1
0.36 10.42
0.36 O.DD
0.18 10.00 1
10.00 10.00
0.00 0.00
0.00 10.00
O.DO
0.00 O.OD
0.00 To.OD
O.CO 1 0.00
3
1 80
3
FLOW EQUAL. PANEL
2
6
8
5
3
15
12
SLUDGE PUMP
7
SLUDGE PUMP
12
15
3
9
9=9
1O
12
14
11
--
Eon
3
15
12
DOSING PUMP
13
ALKALINlTYCHEMICALFEED-
20
1
15
FLOW.AETER& RECORDER
_12
12
20
1
13
18
17
SHELTER FEED
10
30
1
-
9
GFI RECEPTACLES
12
20
1
3
15
12 '
DOSING PUMP
20
-1
21
GFI RECEPTACLES
12
20
1
02
22
12
20
1
SPARE
24
26
_231MRECEPTACLES
251
GFI RECEPTACLES
12
20
1
20
27
1 GFI RECEPTACLES
12
__.L
20
1
1
20
SPARE
28
29 1
SPACE
1
2C
SPARE
30
'1
SPACE
SPACE
32
33 1
SPACE
SPACE
134
35
SPACE
I
IO.DO
SPACE
36
37
SPACE
SPACE
38
39
SPACE
SPACE
44
41
SPACE
I
SPACE
42
TOTAL
CONNECTED LOAD
N=CARTICLE220 DEMAND LOAD
= 1605 -'1{87
i6fi5 "'
KVA
AiviPS
AMPS
133.73 13223
13873 ^_'
-: 48:56-':;= KVA
:54$:56-= KVA
134.95 =`
t'134.95i':AMPS
3
4
A
CGNSULTANTS
MICHAEL BAKER JR., INC.
MOON TOWNSHIP. PENNSYLVANIA
W A. ,
�1CARO�,
,.•'�O �0.o54S,i16,V,j�; yy ":
- S E A L t
11505
w A
aws,wtin
ragvm°c
OWEN R. MILUGAN
29 1w
U. S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
.
*�tw'
B. VRANKAR
1240 EAST 9TH STREET
CLEVELAND, OH 44199-2060
ISSUE
MARK
(ATE
DESCRIPTION
A/E PROJECT NO:112463
CAD FILE NAVE: C76.57E01.D7,G
DESIGNED BY:
ORNAIN BY:
EQFED Or.
CHECKED BY:
SCALE: AS SHOWN PLOT SCALE: I' _
SHEET TTILE
WWTP AND DRAINrIELD REPLACEMENT
CG SECTOR NORTH CAROLINA
ATLANTIC BEACH NORTH CAROLINA
ONE -LINE DIAGRAM
ED BY:
!:R�APIPAK
REVIEWED BY: REVIEWED BY:
B. VRANKAR G.S. PLACZEK
PROJE ENO
BRANCH CHIEF CH. DIRECTOR
J.A. HE.ALY, CAPT.
7/25/2009
I
PRCVING OFFICER
DATE
PROJ CT NUMBER
DRAWING NUMBER
05-0011l3
7637-D
DISCIPUNE SHT NO
SHEET 12 OF 12
E-02

�, r r r CMF 352705.06
i
x x_.._ztx—x
x x �- x �x GpARD SHACK
ASPHALT ROAD �
x_x^x - ASP ALT ROAD-PARK
,r'"fe DRAT IAGE BAS BOUNDARY--,,,,,,,(�
TENNIS COURTS I i -- EXTRUDED CURBING
1P AP
-} r ASPHALT SURFACE
"CONCRETE PAf�KING rAREA 1 I
GRASS AREA ,- 1 t -� `� r j •I SA VOLLEYED LL COURT
I
ASPHALT PARKING AREA - I j C GRAS AREA '
l DI 5 GRASS AREA
GRAVEL PARKING AREA i 1 '
EE I ASPHALT PARKING AREA
GRAVEL PARKING AREA
SEE NOTE 6 r w,, , v ; ti 4 1 2"0 PVC
+T' .I+' 1 r I � �+ r S•r
rt• r:r r•y1' +r, •
04-41
,� '�', ,,,.• '�r y
v, w, y i tM�i i�� j4 . ••r�'�i"e i`•
v I SMH E - - - EXTRUDED CURBING
_ �CFIAIN NK `
CONCRE:,T�" AR
5
r- r,'w!' r`' rr F Ar CONCRETE, PAD, G► { r e I r
y r r r tiri y ;FTaNli `
,v rY' , y,Y,
GRASS AREA r r ' +� r� " w r I
Fr y 4 76 O r
e , . 'y,• w' , , yr '' �� ,' , ' i� , Y: �� . r• ,ri � I
SSMH J
I•r?r. + Y' SMH A r:r ,+ 'r. r �. ,Y, w, v� w" J
w' r � 8"9IP 7 .l r ' �� i , ' • w' ' 1 0
MHK
,Y'r' ,,�vr, ,°�,.', ,, '' ,' r`'r '" r my ter' gDIPJ ,' ,y, r ,r. S •r M' ,
,t, \ ,,;,•vim � _ Cy* w y- '`°." yam' ', r+ � ' y. � p� r � TI , v,, •r .�,w" yel „v, I
r, , $SMH G tO l" y ryGP �r r ' 1 SPILLWAY
y_ GRASSSSMH C r �.' r 8 DIPp�
1,1 SSMH D SSMH F d+
'r, " T��f`� ti w' FUEL PUMPS : PA SSMH B , _ r.,r', ,, „ �' h , v ,' , ! r �, y Jr { 1
.if, , „ '�.w , ' r / .' r�' ' 'r '�'.r r, � .DI ANC
n� ,� r " �/ HOLE
rM STORAGE OUTFALL XI ASP PAVE ENT
INVERT OUT=-1.00' 10`PVC _
PUMP STATION — —
. /' SSMH M
r71 r^ GRA.,SS - `' 1, w w +' y1.-+ 1!',yf"r 'y. `�I .`! , •fS' 'I ' v, "'i' VC Py i \ PAR G
r, i TELEPHONE
HAND HOLE
11
0 Q� '
I I i C6NCRETE PAD I '�
I I
EL +
R QET, PO
'= 4.
r, r ' rV, N ;C • w 6 wIRCP
'
BOGUS SOUND
TOTAL DRAINAGE AREA = 5.12 Ac.
IMPERVIOUS AREA = 2.44 Ac.
IMPERVIOUS = 48%
REQUIRED SURFACE AREA = 9,590 S.F.
PROPOSED SURFACE AREA = 9,626 S.F.
REQUIRED STORAGE VOLUME = 8958 C.F.
TOTAL POND VOLUME = 54,164 C.F.
100 YR STORM RUNOFF VOLUME = 106,999 C.F.
TOTAL AREA IN 75' BUFFER = 4.17 Ac.
IMPERVIOUS AREA IN 75' BUFFER = 1.99 Ac.
IMPERVIOUS IN 75' BUFFER = 48%
60' 0' 60' 120'
SCALE: 1 "=60'
x
S ; rC
v r CONCRETE P 41 ,S
w p S A EL o
e pjy.f lfO1 E' \-PADC yG Y
CONCREIF
Ul ING
r ,,,� F.F.E _ �— _ SPI WA
w
TORAGE BINIL
,A'MATERIAL ACC BLDG dF ' w ' r
w „ GRAVEL'
PARKINGr w� J
SSMH P �r �' k '''r wrAREA 1r' !
LIFT STA.
/ N r,ry
DISTRIBUTION BOXbc
+�
/ LEECH FIELD
GRA AREA LEECH FIELD '
r
A NNA TOWER
1 1 IL
TOWER
IL
�x
�x
x
�x
_x
—x
_x
I x
x
_x
—x— x
Y
�x x
x'x FFER SETBACK LINE
x— 75 BU
UTILITY RELOCATION INSET DETAIL
60' 0' 60' 120'
SCALE: 1"=60'
f x
x x WppOSt1NE
I f
DRAINAGE BASIN
�
•A PROX'j ' l BOUNDARY
ST . 1 ,
COI�CRE RPOND �' I
DY P
EL--3a9�
3.0 , 1
P D NO UME;� ABOVE
3.0 I APPROXIMATELY
11 USIC FEET
B ELEV 4.11
r
! I ! I CbNCRETE fAD
'II W/ TOWS
� I- I ,i •I
I I�
DI 2
=-A
-RE
HI
REM. PHONE
0
REM. HIGH
VOLTAGE �
'L CATE,b
Voy7AGE
2ELOCATED PHONE
ALL UTILITIES ASSOCIATED WITH THE 'ANT' BUILDING
AND THE 'ANT' BUILDING WILL BE REMOVED UNDER
!� A SEPERATE PROJECT.
30' BUFFER SETBACK LINE
- � 2CO3
0
F
d
V)
w
Q
0
w
x
Z
O
n
V) oc Lu
� GQ
UCLZ
V) 0 a:
•�0
I~x4 (n 0
cp
iY w 0
W
V
� Li
Z O o to
x
c�i
!*
0,
r
Pr (D U oo
M i
Ozo�
Z
W
w()0
<uj
O
cn
J
Q
N
o
a
Z
DATE
SHEET OF
hdhq
G4
j, -r'(- r :. .., 77 :-r T^. T-'T"T.T S 7a Tr c'%it'Lrxr[e
R i V. ' . 12 " Ti ter {arc r
y� IrR"�}�vrP},;�r;.lid,Mq.1tl�r`hYi"r7ry,.�ti'IL'CT.'{C
.�'•tI,F:i. }�:'{I[ }�.

--1,'.�.."._ I 1 I-.,- --- -t r' '- ,'.� - .z.L_.1 —,-i'. . ..,,d...,, _ .': _ :F:`r A' a_., !. Z�_'r !1 .. .._•E. _:? :T
Ld
Q
p
m
DRAINAGE BASIN
BOUNDARY
\,
'�-•-_-_•_ -._ E .__—, x __•__ • ram••+ • war r--r,..•. _-�iar. ra_rwa!- __ -
Y v .._ ,: - - .rr_rr-rx-rr-"rr-•�...-+�-. r� .... �.
w
1
r �75 L.F. 18 R P
r- TOP = 5.
C — —
f TOP T 6.45 -
-
:
i
— _
f:. ...._
w'
1
�_ � - >✓,> K� :3 ;-F `' i .. _ _,� `� r - �"'^"-_� i i mil_
INV
50
TOP - 5.9 r}
•�.• .r>.. °r . �:� .;'� gin; � �� , -' r .�-' r,�• �:`:' � :n,.
172L.F.
\ .
.,v ._..
INV. 1.7
CIA -A- TOP
4.69
V "•-c i'IN 2.1,0
r - 9
r L f ' j lr 'i ` w �• 'r ' Yr , ' T -•� .� \. -k�,` _ LL L! ��
•'�. K. �i .•ram w; �
v.
:•1! - 4 4 7 i
•4
C
{ • F. a �.-, .• r, . r ,r � y„': � 4 -
'b ^ate
. r.• ter. .-. - •� '`i
Y Y. r• _ \ ! r
r .r'
S r \
Y •
mod': � 1. rr •`,� � j ..\ \ '� �\ v ' r • rx .Y Y - _ .��,,ps "`
d vr
r Y'r\ y� ��� �:1 ' � �.� 'r r +�• >.•rr. dF A .-r. .'~ l� —�`� �.7^S.1�k') Ci _
SSW F
y.
w'
r S'
rt^ .� v. P •� Wig• l_
V. = 0.35
REMOVE OR PLUG PIPE
•`< P s TOP = 6.50 _ 18�,"�M dr .� . •
_rf
IF
-. - 00,
100 L.F. __--.. ,. , - , � •'. ,
r'
. `• r• G 1 H R 7 rr'
y ,77
0 5._ _
-,•h 1 r0a.!
'P 'r r .S• V
r'. _ •G w
• i1 f.7lr 'r - r
•r•�r i jJ w-_._. r-
r r
O
l N K
co 4
�
CONVERT
. a a ,
r r r-
`t •ry y'
Q TO JB 5PIE.Y�Y
�
�
aa �-
}
r s •4
r 1
r
,.
0
i
V N
S �a�5
1
• 1. Y taui�Au. I
f r 'r r. r' •f' - G n� 1 t ,\
INVERT QUT+�F-i.iio r -..
, \ •"y fi- t J . w' PUMP STATION - / - — — t0•PVC
w•` " r . , rr --r7r '~ . s ' `f ,r �r DI
S�xA4H M
%. 4 f; ter`.• ! �r:r y. •'ram r. '•r' ir•:c'rrr-+-- '•i_ `Ji „` e.•' .. i 4
- CONTROL STRUCTURE
^'' r _.g -'7{• ' r r w . � •w r` . r . Y~'_-- p fi '..E .tYl 'i'•� -- _
SEE FIGURE G3 - I
• "ram r L"- .___�•-
r
TOTAL DRAINAGE AREA = 7.12 Ac.
IMPERVIOUS AREA = 3.08 Ac.
% IMPERVIOUS = 43%
REQUIRED SURFACE AREA = 12,096 S.F.
PROPOSED SURFACE AREA = 12,140 S.F.
REQUIRED STORAGE VOLUME = 11,295 C.F.
TOTAL POND VOLUME = 76,999 C.F.
100 YR STORM RUNOFF VOLUME = 146,445 C.F.
TOTAL AREA IN 75' BUFFER = 4.17 Ac.
IMPERVIOUS AREA IN 75' BUFFER = 1.99 Ac.
% IMPERVIOUS IN 75' BUFFER = 48%
LEGEND
• PROPOSED MANHOLE
o PROPOSED INLET
60' 0' 60' 120'
SCALE. 1 "=60'
��-'ei ._. j �.�'-v .•o- ••i. _ _s, r Ali s, i\ � / • ...-.�.
Ile
r r ',.-�d '�` ,�N• .'r. • >'rr y F i. Y' �, .' � �� � 55�±' /.�,G__ ..._ ._...1 �'� •
--�J••'v-.v:.'.• �: yC. Y ..;rM ••f i -� ..' - ,� ''; , - N '.� /j z"iy J. •'-!.. -r••
- - - -'Vi rY'�--_,. -�. r .•rk•, r. .. :�'.'.. .. ;� Y3'�.,y � ,z r. � i.,_ �a� i
vir
el`l` x r
. Y t y ` - /� / '~ PUtWW
f;.
f,r
• ..r . . , � „�- - ' ''!r•-y�y AM ryt'3
'± Y MATERIAL PWACE 2 OC
S " PLIFT STOL %' rur•. DRAINAGE BASIN
BOUNDARY
f f�
DMTRIBUTrON Sox
i
f
i :
!
, .-.,w.. escti n
LEECH REW'
i �
/r • ,
'5' BUFFER SETBACK LINE
.0w ��.l I ,Ljf,,.F. LINE
REM.
LC.
y_
-RELOCATED
WATERLIN
..
_
RELOCATED
ELECTRIC
SSW J
� .,.••
� ` ' ssstti l . r. r ,,,.:. r„ '. ,rt ,,
u�
° '� r Y �
r _ 1
+
J
-`-:
,
UTILITY RELOCATION INSET DETAIL
60' 0' 60' 120'
SCALE: 1 "=60'
Pecei'ved
4-a ZW3
z
J
0-
Z
0
�U}o
O
Lf_ W o
UWDN
7 w Q ¢ Y
3 a Z
z o oCD
02
o �00
m clf 0.)
z Jo�
—zrn
W(�^'=^ o
v I v
Q W
W LL
(o
AA
Z
0
Ln
0
loZf
SHEET OF
G2
Ld
N
z
0
F
,a
V ,_-
W
,U^
Ld
0
z
0
V)
w
w
t ' !.T_., ,i -77-}'�tTe. IFT` • •
r • ll.,a I: �r. . �, r , ! .t r r .rt l- 1, 1�7 Lt 4 - ..I A-pf'•� .'•eILR �r,'� ., •!',v 1,,

. . ,
it. I, . - 11 . � ��,� -, -I �. i_,., _,, �,,, .--'--. _%_.,_� -_,., -,. _:,i_,_,. , - : 1 . . . , , , , .- __! :1 _;.�_, : -"-*.- ;� ! , � ; � I ,,, �, � �l � ,. : !.., - 1 - - - - ,_ --'L. _,-i'l-, _��,_�%: ._ -i t.:
H
<
a
>_
m
I
;
�
! 7" - I I !
. 1.
-1 ­. - ,� I
�. - ,,��", � -__ I
,--- I I I
=� ,,,,
i`�`i_, �
: I
i I
11
I ;
-
----- —
� W-,_H,
-- - -- � -,- . v
� J= ; ­ - --. --- � --- " , -:.;. �----- �� , _- '. tt�, �
. _1 ­­ " -A .
- f*2 . I .-..- t __ , ---.-.,- I -,-- I --" ,----, — , : --i-L .e,--'-* ----' *_---' —*-- - -.---- .- ,.-. � ... ... - ___
, __.- � — . , — . � _­�, --------,--- - , - -_ __­ , - ­_ -­ 11 _ � r � I
�_­.­Z,� - --��. - — - - , - - ---..-. ______ ----------.---'-, ­ ­_ ­­_� I
, _____ X ---- � __ . _.___ � , Y _- f __ , L'--- , -'- ­_ ' .--- � ­­ � ­ - � ]�­� 7' — ' - _-. - -tT�_ -.-..-7=-, --= -, =1 ---- --- --- =-, _. -----..- ­ -- - -- - --.-.--.---. ___ _ �- st'll. It., �_ ; F, L, I ; � � ____ -, - ,;�" � I
. - - __ � _.. � - . L ' � � - - - � .--- � ____, . , : * �, � � �._',. �:�t­!f T�' ­-­­ _­_ - I
- ­ _t, �
- - - - � -.,.-.-, , . � . i p I
- - L I I ____ . — . — __.. -.-.----- .____�_A__.__ - . � - , ;, i i
, ­ - , _.___ i ­­ ,� -.-- ­ I .1 __ I . ..... � - - - . •— . . --,-----,.,— _ , — - ---
__ - .___ , — M�Pi­,��', POA'al - -- -Z�_ I -T , -, N I .-
-1 ------- -_ ---%-A-&- - Z=-, - - , .., ,;= _/l � �, ,-- - .1
I" I ___r --.--..-- . - -,--..--.--...--- . . - ----...- __ - ,-,----------, -� .. ..... ­� .� I : � . �11
/ " ­
-
, - - I - ; I I � i I
­-1- - :w . !, : , - - — - - — ; !
I ". ,� . , ,. , , I i ---,-,- I
r 4. ,�- . .. _.__.__ . _,,_-.-- ­­­ "' - ---------_" ,.� , � � f ; !� I I
­­ ; f--,- ---In - " - . . . ,•. . . . � L ' ­_ ,----- --- ­ ­­ N
- I . . . . . . .. I _­-­�­- -"--'----. I � --- L­­-­_____'-
. , ­ . -.------ - , ,
­ . It � , - , — - - I I I _ ____? 11
� . I
m : ', . .. - — - - k , � ,I I
. " .,; �- \ � ,,, ­,.-�.,.­.�,....! .. I � �,� ;_7 . v 7- _k r - I I � 1 �-,� rj
., . . - 7 .. .. .� .
. .-,. 1, ----j��,j. ,., IN ,. I f I
­­ � _ L-,," i - . . _A�_ •, I
I ­
! . :
.-.---- ,
- . _�,t_...,., ,�,./ - � ,. I �
. 1. 1. , , � -1 , � F��__ i J . . I
-
r. .. - V.. " "I .­­­ i .,--,, --- i ,- " � - -,J-4�� 1 1 i
J
: _� L/ Z---,/ ,.
- _,_ _� , . , I � , I V, - v I ­ - ­ - - l!), i �� 7, 1� ,---,- . i � !
N, . .� . . I . - . __,; . . 1, " � .; . . _ � I - .- _7_,_Z�_, _.�=� � .1 I � : , . - il � L , I x- ,--s., -1 I j,, I ��, - 11 . I , . . � . I i "
1. �. . .. , 1. . . ; • . I . : . _:_! _. i
. . . - ,�., .,r..� , - . . \ . I , I
. . U, x . . . I - � . ­_ 4 . . � - - - er I 1, � , , -, , i �- - -1 . . - , . - I - , I ,
L .
•
� , I . . - - -t-- � I -, _____ � , I .
. ..
/ ,-,. , A�n� i ,�,_ r - 11 . ! � � �
i .,
-
__ 1.1.1-- 1. I.. I— , , , I � � i . �,� :,- -,(� � - ,
. �. , . it _', I . " , I - % ! 10 !� � . I .1
, -!!Lp-v �. `,� F�!,-,.,, , . ­ ;.. i...", , ,�,, -, -�- \ - . �
, �� �7 � , \ " X :
__ I , I
-..,;�)7 , I -� , I I . , I . I, � I
�. - .,- . / .� t, I � I Im *,YE
. . i I I � i
. . . .. ., - -, '-, \, . .
.. . , � �-:- L, " .. .� � I I, , I � I I � " I
. , - . . . . . - 0 - �, -, � !, , " t . - i I I � 1. ;
- �_ - " �.,. , ,�_ a : . I 11 I I
,
.F . , " � _t, � ' Nr' Al�,_A � , 1, � , I � \ , , , . � -, , ` . I ,�
- .- , , 1\ - . . " I
i _: ,.. i !`�',,,�,�, �, , �, ", t -A
,.- , �X- ,. . ,f: , .;l, � � �L , I � - � 1� � �.� A-,��
. , k - � _ ­1 � . � I �
41 �
,� � L , - , � I \ -, I � � AR­� A ,� ,% , -� N , I . . . . . -
. : ... f . , , . , , I . L', 1 � . i
,. . I 'T'. ,
- ��,r .,L, ,�, ,,, , " i I ,\ - I
. . :;- . , .-.:� ., : , ., , , �_ \ ,\ ,\ ,. - - I . __ L " " i ; C, R 4 ,4,F- � -, RK;�� ! , - , , , , L - --- - ---- --- - --- -.---- .- -- -------
- ,
. . ­ �. , , - �, , � I I , %� I I ----. — ' DRAINAM
. � - , , I.. �� "I - ,� I . . I \ I .1 � � � In . 11 I I lr�., , � - �l . I m % � . ! i ; �.. I .. . , _;:! i ��,,� P, , . , I ---� -. - - ,­ . - I - 'i ,.---,,!, vT L ,'�-RMNK, I !,- . i I , " I I . ; � I
. . , .... � --- �1- ,,,.�4�: . -. �_: .. I i_?_11 ASIN BOUNDARY .
.. .1 p T, Oro- , \ I , J;40�� � . - ,. . " , , , . E. I � , ', \ 'i . I I .
1, A i
'.•I I I , . . I � I �
V*, . \
�.�. . .. . . , .
. I I L ;
. �•
J ,
I
� . ­ .,.. .
. .• . "
. �: 1. �r - . . -_,�:--� , I i , 1% I_-, -., -, �? ;
� � *.- -, ,:,� * . , i 1-1 11 %, %�, .�- . . ,_� - ,r�; � �. I f;ll , , , ; 4.f � , 1 . i I
I . . . . . , I '%L . �., I I .1 11 L
..� .; �\ \
.. I.- . . � !7-. , . . i � i
. . , hl,
, . I .1 f� , - - . , - 1. . � I
- - .4.. I 7 11 ?
., L , , , � I q
. .
i " " , , , I aN
rL -, I., -,v, - � , I � , �­ rl I
..". . �
.., I ... �! �� 'I 'L LT . .1 . . til .. ) % " , I , / I ,,,
, ,?-. T" - . - -, .4 Q .. I . . .. ... V, .. � " - � � , \ "' -, I % , .
I . I � �. , , - I
, ,;- . , .. .r.. V. %:<. ... . � I 1, I" ,� 1.•
� " 1_4 ,:,� ; .
\ �, I 1� . ... . 6 i•. I
I * , . " .
­ I � - . �•. . ,�. ,� . � I - - . . ! � - I . . - ., ?v ....1 i - pt . - .•�• . , 1�
, . .�,, I 11 , .IV- . .6 �r I — — . . , , � ,-,", ,�, - � __( 11
� . ,..; , . - I, 11, 11\ 11,1, L,_ . — - . . . — , . � I , � .-, ..
I - , Ir , , -1 . i il I \ \ 7 ; , - - -, - - _., r � FrIt.:a, ,,,' 'r, - 1� .� r
, . . . rl- I , I I 1.11 - . �; . .� . i I I - i �,��7,�� ----------- I
i i. i I , 'e, . I -1. . .. - r I
..." .� ,�,� H. . . - " , " , %,r-. . I I � I ... - i,- ­ . __ I -
. . . �, *.*, : .11, - 1� 1. � " , --,--, , --- � ---. ­. ­E . I
. � .• I I . I _--%�-.-- - -_ ­­.— �: � - L -,-'I-,- -
. - -- , I .�, . It- !�E;� , . � � % I,•" ; �, . .j .. ". .. . . �,-,-. . . . .,,. r
.
LL ., , , -, , , � . , , -_. qsw c i t� :-.� -- q � 5 I I ..
, I % 3 . ', \ I i ­-­-­­5� - I : : . �
� ,_ ,r: . �t, I
_ " " ,, , I
. . . , - - - , I .� " . . , ..�-.., \ I \ , �
. , �
. . . - . . , , , --,�, -� "L I . I 11 . I , . I $
. ;e : , � " - Y, * - , - ,. �, , � , .. I . I? , . ;. ;_ __ ---'i., % "VII 11
t , . - �- .,� j. i , . -, , , � I . � ":, I , I , ,� . : �r. .. I 11; I �
V_� N ,
:1 ., , . " ___ , . .. . , I I p , \
.. i 1. , - ­ " I ,� , .. . I v , .-_� a �_­___­ - ­­ ­�' . I I
.1 ., I L, . . - V�, : . I
. .. 11— . .- . ,: , -i I ,J, . -. 14- ; �,,
r ,<', . ,;-: 10 \ .. � . - - --,-,-'--7 _�;___- -'­­ - �
� � 11 � , , , -, .
I � .., r.:,r....;,,._.. 4 � . , � .'.. .., . 1 4I.:, 'I, ,., \, N
. . . . I : �; ., ,-� I - W* '- - - --� � , _ � 1 1; ... N ! . ___,_ __r! .
11 I - 'r. . . 4 , �N I 1 . .
.
� 1. � .1 �, . . ir �.: -� , -, "r", , . :r , . . 'r .. ,,,�,,, .. , ,., � , I :i-. �, . I --'­_....-..- -,--- ­47 . ........... -.--.------: . _5�7 . v I
I I I � - . , . .-r - . . .. - - ,� , , . -e %. -.,. I
d� � L� ,r . .. : . . .. . Irl I, �, � T.- 0,-, , I . : a r �:,,-� .'r, . -
- " " . �L. 1. r . ,� -,� , (­A.�,��v� - �_,, � . ( ;,* ,. . � _,L . -, � . ,. I ,
.-�, . r , , ".. \ ",Z;l , , -. � - 11
. I I . . .. �, . . . ,;�_ I .- - -- _­ -----,-- -%-,----- " - --I --- <-, ,,� I% , - -_ - . I I . ., ' - ' I., . 4 , -�, I . I � � - 11 " I I -, , 1. 1,
- . , � " . . r I I .kLZ4� . . � -,- --:: . k � --- .- - ---- - ,
. 5. � 1, I I I . I . . � _­_­_­ ­ ,-.r--, _- _.� - . . . .
, . i - .. , ... � . .. i,., I I L � � " �,
I . , , " , 1. , , . , , I � I I � , 11. I 1� 1, I . � ,.
I "I I - " 1, � - . ........ ;_ � . I I I , . - r
1 ��4, 1 1 - 1-1. ,,,��;. ,. - . 11 . -4, .., - -_ .-•
�,­ �% ,. ,I , . � '. , . '. '.. � � ' _' - - ' - ' ' ' L " I \ , , , j I
,,,� � - Ir:. _111 , I , " 11 . . e , , . . � : , , - ".. ,�,_ ,_1 ­1�7- 1, -_ . " � ,r �­- , � , .-,. , - !_�: .)
_,-- . .
,
. .
�---� k iN 1� . .
,�� _-� . ? I . -, _r - �.j - . 4 , \ , .... i. , �,, .:
I , , , ".. . . , I , � -, -
. . I . -
- - ,,� , . �,- �__7�, , --- -- _ - - , �. . . �
*,� -.�-\. � -, - . -, . ­. - 'I , : w . f . .11 - � 7 , .., ,
. . . . .. - - .. , . . 4- � 11 •, .
-JI _,, q 1 14 . . . .. ., . .. . . I I -.--- , ��. ! -- -,. -_
" - - - - , , . , , ,� ., . . , , � , .,r . . 't . . . I ,.- -- I" . � : "r -W - , 4 _, - __ 1. . -- , I . I .
. Z . ... - . - . , , I _ ,. "
. , , . , ,.1 - If
" - -.. 1,1�_ . ,,,_,-_, ie, �- �� I 1,r
. ;
, - - - - �. . ,�, , .-,�-,,,n�z \ , , , , ,r�., ,- .. , . , Iz. __ ,. . . __ � I ;
- - �; _L . ��, " - x-, - - - - ,. . . , -1. I W- , ", ,�, . - , /I . ,;�
I � .
. . . � I .., 1, " ,, I % I 1, . �,, 1, , I . . �. I
- . � . 1. � , , � I % , I . . .
, , " " , , ,
� . I �� ,­ ,_ . , . . ,�, \ ,r V, , 1, , 1, -1 11, "I _I, I I � , , ..r. lArJ, �
' , . . , , - . 1� . , - ., ,. 1 ,-< I I � I I I I .
-� . ll�, , I., j L"N , . . .. - �:, 1, ,,-� \, 1, -, � ,--. ____ __ m ... , - :��,. - I . - . . � , I , , 1, � .. 1,
.. . � , I, � � � ,___,�, . .�,. . . - , 1, , I - . .lr ", 1%, .. I I , \ I I . ,� I I." .
, ,.7� ,.," - , . , . w . I I .; ,\ ,
, ,,� . � ---,-- I -, . -\, I , ,,, , I �
- e I I -, � I . . - , - . I/ 1 L . , I . " , , , . � I
. I , . � I r� __ �, 4 : .. � � % � -, -, , I V, � -, . . . , , i. - .1 . I � �%. . " 1. I � . I - � " - - I � ,
i 1, . -. - . v
I . 1� I I" "I ..�,�. . .* , . ;,
3 .
I I - I
"'.. , � * I . .. - , -_ - !, .­� � ­­,; ,__--.--r�-,,, - . � ,. , I I I � & MMH K
I - " , .,;,;- f .. . ..'r .W.. . . : .,-.�-. . I �
.. . I ,---- - 11 . . . .. .. _* , ,
- - .
. � .. �. \ _.,j ,� Y, I .. 1. , I �
. I I --� -so -.--
,� . , * ,
� . . . - , - - � 1, I , .� .A . -4r ' ' . I . . . % �� \. -_ - ,,� , . .• i
� ,� . . " - "' __ "I I , � I , a V . , , . - " ., ,.w - - - - .. :. ,,� . , - ", -A " ; " I - � ;F_;� . w , . , ID
. : - . , . .. , NZ --%. , ",*- , - I, 11 , r- . W'. - . %r � : v ., � - : 1, , \ , , ., � ;� . , � t - -.4L
,% ,,--. , . � .. , .- . I ., . - e� .. i I — . . . . I . ,%, 1� ,� 1. 1, I 1,
, , %-L I 11 I 11 ;4 1 . I *, . " � , - � — e : — , ,
. W� . --- I - - ,14-
, 11 - . . . - - -
.
, , , , , ,
. I :,, �,,. ;�� . , .., ,.. _----ssmH i Zl_ , -
, . �
11 , - I .. .. , . 'A . , I I I I \
� I . 'ek , -
I , , ,,,�-, �_ 117 " N z � , - I - 'A . . I . . ... , - '.-. ,,� , " ", \,, I, � I v - -, - �
\�
�w. _- -- ��' -,-� - -,, I . I I I, � . . .0 'r. , . .. --- -, , __,�* - • ­,�­ �.v ... - . I --
. I 4 A , ,
I , � , , ,
� - . 11 ­1 � 04 . �
, - �lb � - _1-1, _-� ;:;�� i
, -
1___7 ,
_,--� p .1
I -
1,
1. . . I - , - � -
I - , V , _.. _,__ �_ , , 11
,-� ". " i -, r:r — , v .$
, --
. , _� V� q- . . . . . - . .V� , I - . - / ­-ii-,. � .. , S_ _� — :!�,_­­_ ,r_- - 1, ., . . : - . , , -• - - ,_ - - -. PIPE �- .� T
1. . �� 1, I 1, " . �­ V, . - - - -,. __ , ,�
,. . .. --� ?, . _: - �_ . I !
7�_ - . - I __,��_.:,-. ...,.. :; -�7 - .,- . , ., , , . a.i . . , �, 'p, L - _,_ . D_ i � 9, , . ..
. : . .,r. . 6 � , � W,rr t � _�,, " 7 A . z . ' .. .. . ,�
I N . % -------- A— - ' - W,.sfflr.�� .. ___pv r � . .1 4k i.-I -.- � .-, ", " � VE I, I
, ', -��-, . . . _'...";7-1, - - ., , ' 1, Al - , - , , , W �0. r .t . . � " - -
" . . ... . I , ,-. �� ,;6 . � , __.__. - - . . . . I , . �
- 's -� . . I . . .. k - ,T
, , , ,
� I " .�, . .*-. . . . - _:� � . SSMH D ,r - - �-- ,-, - � i � lrl_ - .-4-.-.,. .. 9 . , �. . . 25, ... . r_ . __ -
I -. , -, 11 * "r I. - ,�-7 - ; - V.� �. - - , , ., . � , ",.- :�. . .�
- -,.. . , �',, ,� 'L, , - .. I .
- . .. , , - 'r . I � I " ; _,�, c
. \ 'L . ,111�1♦
, .j. _. . - ' - - ' - 7"' - I �
N . � , n_ __ r � . ;--Ir - , , . !��_, L, - .. ­��. I . - .. . . . � - i -. . I. -.. , 'r. � ,;.,= 11 -46.- 1 ,,� I I -
; , . 'r -1 , - - ,. ., . __ ,*, _,�,o.,� -'r, .. �
, �
� 1, - . �) __­T. , .. � " , - I
,�.,,i..,
- . . .. 7...'r. . '. ,.� -,g I - - . . . . , ,4,,__,� ,�� . I
_ 7 - - .,
' ' ' -Ir , . , . - ­ . . . , . . . y.. : J� - -, l7r.,I ,
" . . - , � ,. I , � , )
I -1 ­.. , . .,�. � . Ar . �HAND I :�
1. - , .. , 'I --- , .. . 1. - �,; . - �
-- IN' - . . . I c - -, 4� - -
- . . . . . � - 11 I , , �
.. . .. . , W" .5 � .,*V;"* I - , �- - - -,..;-- . . I I - - , . - �% , I , ", . I ,
- -, --, ", -, , , �>, .•� . I I . qv .1r, .,, ,;' - . . : .. I - - I I L rp . 1, I I" - �� ". ; 1;
. - , L. I . ;.
� . . e I . _ - % *,r, . . ,.;-.� . , - I 'i 14 rp . I i :
" %, ", - . .,�, •
, . . . , .�. . - __ .. ,;,- : ., � , , , 1 114 . HOLE
"I :.--- -, A .- SSUH F - .' , , ., . 11;, , - / . - � .y . . _r - -� �_ . .
N\ . . . - � I- = �
I . - - ,� ., . ".1 14 . : I �r: ",­ , , - . 4
- .? , / ,-, . � . . . .,-. ., ,i,. . -r - 11 1,
... r ,_ . . .. .� • . . �4- - lk ,. , , : . - -,c - _._.�. . - - ;, - I
I
-1. ,� - -�.� . . . , . .. .. . . , �. ,� . . . - r , STORAGE OUTFALL : , - _ -t�_,,_ ----, - , M.W _e� 4�51-,�q. , :C �­ I N ,. = 0 1 ", " I- -.1
I., N\.11 � .. - . . .. � ` . . . ,� , � _lllr�, ,
/. / - - :;Ir I I . . , I *;- . . . . 11 - - jr,. - , , - I . .
. . . 1, "'. � . . ", .)•. , . . . . .. . .,F�, .. &;..,-,., . . Ir. , . . . � 11 ;,�,___ - — — ,&_ — ,6 1 1 1
,.� . . � ..•% .. I . -� . . � IF' - - r., , - __ _. IN CWm-l.w - 10"Fw - I � I � I � 7 : I I � I I
, . 4 . . 'o, i ,�-- - --�r,, - . - - - ,.. . .i� "-� - .. - . . - , , - - , ,_�w , .
, ,- , I- - I �,/ ;, . - .. -. - ,v-', . - . ►, - ��,. - . _-- - T r r
- I '. , �V�.�, ...­r I . . . � . IL _. I., � . I I
." -- , 1, - -- . I .v: . : 't, -. . .. I --- - 11 1, . . -,- �._ 1---l- -_ __.. I - I ! j
. ". ls� I - , - . - - I ­ SSMH M -_ - ;
, . I , , /. - , : - .� " , *- ­,r�- .. . .. . _� . ,., \ _.., I
, ,-. . __ - /, I I ,l OR ,-�� 0--rT Im � .
,
I , .4 .. < V, . - PUMP STATM i�. _:�. , . m I N 2 :
�: - -, , - �- -, , Iri ,,r.. .,r . �- V� -, V_ . . . . .. -1 I Z,_ " - -�, / - ol
I . ,_ �,,_ ,,-',, �
, - , , �: �
. " - i"117 I I I 1. 1 6 - a -, -
, , .1 - I _____ , - s . I
­ /,�.. . .,.� . . . . i . . .. . . :- I .
- , ,�-,l %%, / -, "'... , . . �. w __ . - -, . , � , . , , 1- I I.., .% ir - I . I- I I
I
-
,
�
. , .-I - __ I - - � - - ____ - - - �. �
, - - `�-, 7�
_�___ ff _`_=__l,i_._ .1 , _�,_ -
i
- - ---.!. __ .1 __� ___:�_ I - - 7�,_-__`,�,_�
, i. ."
".. , ., I `
- ." � , ,
, _: �_Ov
lr*. . " -, - - -:: . *_ - ­, ". .. ,. . /1, ,.- ,r, -,�,�.; . .: � , . - . -P,- , _�,;,,Aff_ ,'.., 1. 111"', 1, ,,� , -.3 " L--'Y.
�, . , . .- , , ^ - r /,. -11 I . . . . . . - lw�,- . .. .. .r . . , 7:-'.., - . 1� ,�� I " 1, . . , i�i I , !, , , - .
. . . I . . w . . A--!-" . . . . . , ,,� , ,��, I t . , ♦
- - , , r. � 1. _� " -1 " N---'- .7. % ­ . .� ,,, - . ! � :
,V,7,..­ , )�N , -1 �, I " �, I - V. �, _j I I
.,,- " ,,,--,-',,'.. / r r. I , I . . _.-VI •- - ,,� .� I . ., . ill . 4 ,r . --_­ _0_ 3, n -i-_L rl,,,,. ', " .� -� '. - I i . � I
. - '. ,.V,,,,,� ____, 1 1�4�1 ,:.�, . . e , , . . . 1. .. . - . ��_ - . i %,. "'. I . I I � . . i �, I
, . , ­ _, , , ,i I . � DRAINAGE BASIN
. �,.� .:, I � , � I . !
- � ., -- . . I I .. .� !r - - � � .1
. . BOUNDARY
%r-�. 'r __ — � I �., � ,. _ - �� k . i � � L , ­-� -.,---- . r� I ,40.., / I I 1, 41' 1 L,­ . . - - - ,- .. .
- .. . ., I
- I . . ,�� - -- : I . - - ., . . . _!�� , , . ,� 1�1 ,� , 1-kIl 1-1; , .: , ' .� . I T / 1,
., � I I , I
I ,c ,f , .- : . :',I' 1, 1. � I . . -
, ; , I .. 1�
, . 1. I . Wt .,�
Ve V, � 1.'; " /
'
, ��_:� 'r/,".. : , , _11Z.1- -, . .i .
,`fir , -, - _:�� �,-� ;r :1 . .:, .1 '. il 1. .. ... . 1, ,.---,_ , - ; ' I
,�, ,,-- ,% ..I� . 114, � .. :
.." I - � '_ , 9r, , �, 1, . I
,
, -
:� �, ,I%, 1. A., , _- � .. � iv -17 - -
��, " , .rye.
.1 . : ... �r . _ I
,. - -- -- . -, , � _.�, , I � - , , I
�,,� - '. ..,.. - ,,ft— . � ,___:�__ __ . .11 i . I I .1 . .------"— .. -.-.- ��. _.- - - I , -11 , — . - . . ,.r �
, __ . . �,, - XtIg � r !
, -
�%�, - - .. _. .. - ,;_- .. ,_� ____ - J ,---.--A , -,---:�;L_--- " ,r �_ �7 tN L I w .
I __ . .1 .1 . . .- - I , � . .
TOTAL DRAINAGE AREA = 5.12 Ac.
IMPERVIOUS AREA = 2.44 Ac.
% IMPERVIOUS = 48%
REQUIRED SURFACE AREA = 9,590 S.F.
PROPOSED SURFACE AREA = 9,626 S.F.
REQUIRED STORAGE VOLUME = 8958 C.F.
TOTAL POND VOLUME = 4,164 C.F.
100 YR STORM RUNOFF VOLUME = 106,999 C.F.
TOTAL AREA IN 75' BUFFER = 4.17 Ac,
IMPERVIOUS AREA IN 75' BUFFER = 1.99 Ac.
% IMPERVIOUS IN 75' BUFFER = 48%
LEGEND
o PROPOSED MANHOLE
o PROPOSED INLET
60, 0, W 120'
SCALE: 1"=60'
� , I
i � , � �
,
I , �
I I
I I i
-
� ,
� �
%
�
I - - , , , , � - , , �
I-
I
I I ,
- I -
I
, -1
�
I
�f
; I
�
11�
!
,
� ,
/
I __.__,_--­-,._._­­
/
2
- ..
, , -
. .. , *
%�, V�.. J I
, :. ,. .
.1. ) ?
- ____ .�� ... . -� . . . . I — I 11-11 ob 1! I I
I _: .- . " - I . W-�,*,-�;lr: t ,.
,- � __- . �. -0,,�, � � � ,_ j � : I
. _� ". - - � ;
— __--�lpz .;,;�, -­ . � , . . . � . � ' " ' ' V. - .. ' - ' - .. ' ., I . ... !-. , , .�_ 1� _.� P .1 .
�_�� , .I'- ­ . - : ' . '�'
­ . . _ _ ,, , , *-- - L, - � I ''I
-,.- _,-,7�-•
_ . - .;z
�� 11, .1 . I .. - -, .- , . I . , .. , ,� � . 4� ,��_ .1 I I I',, 1; ;
_- __ ' * . . -: ,--,,� � --�- - - . ... .. . . , ..._;;� _ I .,
­ .w . . :, I _. " r, ­ . �fl ... I
� .
.r . . . _­Z . r ? 1.
,
,�/-,, o#
.
,. r - , I
" . . . .� � .. ___�. �- - I. -- . . : . , �,_, � 'L ---Ns-, :� � , �_
I/ . ,.�, - . - , - : -. : .. �-. , , - q-�- -.:" - , . " . .
, "I
. ..:_.� . : 1 \ , I / ��­ � � , �1. ,. - � . H
, . . , L . , -- I , :- . . . . .��
1 1 ��
. -
" . .. , ..
2l, � . . .
. L - -- --� - - :�, .r � ­­
- , ✓
I I i
,
,/�� ., - " , _-.�: ,11, .
1,r,.�- , , _lt�__ --- � ___l, .-.--
�, . . I . . I ,;� - , - -
I'- .1 �- - ,,�- - . - - - . , - - � . . �,
. y
. . ,
�-, _�
, -
,
.­ , ,;: c ." --- . . .,.�,. �_�. _. _,�� I
I � I . I - � ,��f.
P. ,,, liMAGE ERN --�- - ---&'�'-' -- : ..�
- � . . . W : -- I ­ . � - r, i
- . . . �
m��•. . , 1 � - L',
. le *4_1 ,,,� � . .
.. C 1 ���
"IN ,
11 I-1, - .,., p_ .<. I '.. r. I .. .. I�
11-
Ic
.,,
�,
CONTROL STRUCT
URE
-A5 Cm>14A��_�,�> -YSEE FIGURE G3
Ir I 4z—d . ,FLl bpk /. 1./
/
. Ir
, 1
;1�1,
. . -
9 . I , -
.1
/ �j, ; ; \ N . , -
I I
/ I . I
I'L . . L . I . .1 _­_
.
, I
I
.
I� I ,,� �I, S,
, MORON B\ .*l/
�
I ,i.
�
;
-
,
m /
__,� � 1:
- I
� " , J
.. . " j
If I I
I I I" 1� _�
I I i� , I - / , : I
, / I �ti - Ij �_� i
I i , , ! �__ / i , ,
I i , � / 11 I
�. L i / I .; I / I 1,
. � I I I
// /-
/ ,11 - I
I
x I / / � y 11 I
; f
I 11 I I 1
LEECH FIELD
/
i 1LEECH FEW / I /I ;
.1i
:
i
I , � -
. . i / I.- / I
I 1. / //
j
I F I
I : /
p If ll/ I . .1 / / -
, i I
, . ; 1. I/ i i
I .1 11 11
. , ,
/ �,
I
'I,- / / I � 'I"., Ill/
� f ­ I , -
,.�
,__
- �_/
.
!,
I./
­­
__ �
�
k '-\,.
_11_�
,_ -.- T,,,,�,�,
--, I-
�
.
,
..
­
I:-
c I __
\­1 . �
,
1,
%
�
., �
_� __
� ,
..
,
,
__
- .1 .1 -
4CK LINE
%jv L) v r r F_ FN oc- I D /A%.,r\ L-1 1,4 L.
.AA
S, t f1it f 0 -, . : � ,,, ,,,,,.� '-.!
. .
� ... 4 i .. I .,
� I , " I I i
: - - - ,_ -'.'- -1--_ 1­ _7� - - ,,� - - - � 1 ] I " " z * �-
. I
- _,�. Ji�,,._, - . 01. I ,'. ,.. I �,,�-, \
R--.--E.- ,- -_OC-.. A.I,, T -
I
.�
p1
0', SAN. S 1,I : 1R,EM
f�
. I I Hi
. IG�H
..,
.
.. ,
--- 10"m
ZEL'CA , - - - 0 012 -__ I .VOLTAGE
L1­�1 C__- I I POND
1 - - 1 ! LIMIT
i
r
I -4I�.I
7, -
I,i Ill-. -
­
�-�,�� � I ,
R _-.-., -
L, "
I , . ,
1
f;
REL
OCATED
,, / HIGH VOLTAGE
. V. .. ,/YSAN WEX
�
I.,;- . . 'E., -1
- -
, �11� " �
� 1 A0, . i .
�- - i ,or! F .1 , 6 .
-%O- . I -
. . . . �
. . , � - �
" ,
� I
(fly
- ,,
&.�e ? : ;
_� ­_ I .t
sus
.- �, _­ - . 0 1 __ i
,,__�__� . - .- W� ,T� , � ;
__ , 11 �. i 4 F P, i
- � _ ,� , � - I
- . � 'I" r : :7�,
. --- � ,-L- -
. -REL6CATE . . .r I -,-. I - �:, 11
. - - �
. �
� . ­ ­�, I., , __ _� � -1
ELECTRIC 1� , __­ _,__,� __r� REM. PHONE !�
. - __ .,,�,,
,,�,, ,
__-_-_-�,-,-,,, --..;- REM. OHE
.. .­--�:­--��,�.�.
- _ - - RELOCATED PHONE
__ '_Yj,­;
� - , I
- �, _..., ��,�.
,---- I .
/-,---- I _� AL_ UTILITIES ASSOCIATED WITH THE 'ANT' BUILDING
�!... " ,� AND THE 'ANT' BUILDING WILL BE REMOVED UNDER
__.RELOCATED OHE A SEPERATE PROJECT.
UTILITY RELOCATION INSET DETAIL
60' 09 60, 1 20'
SCALE: 1"=60'
I
[?T- ove8
` -S-2u)'3
z
00
[If >-
C)
0
< 0
z
=) < =)
0
0.'2
F_ V)
F-
(/) Lr_ LLJ
0 (D
Ld
< LL. <
3::
0
On Ao K
:5 <
I
.
cn 0 cr-
=; C)f 0
T_
r4k
o
z
0
�
0-
0
)--; V) 0
CC)
= LL) 0
F_ (.0
— r-
w N D
)­- U)
-
�4
0 z
c:d < (D
_j (N
of
P�
y
(_)
aC.)
>:
LLJ
--I
F-
P=
—
Z o
0 (JD
E­4 � � 'd-
E­4—y< I
00
�� (L) 0 I-- r,
G. [__
0
0
>-
m
I
-x� m or m
F
i 0
C) _j
C)
L'i
—zm
:�E
LLJ
m
m
�
E1:
w�147% (f) (D
0
(n
_-
� - < Ej-
"17- LLJ _j
A Lf) <
is 0!�
ED
m
0
a
�
AM
z
d
z
0
En
0
cp
0 __3
DATE
SHEET OF
hghq
Gl
z
0
F=
a-
cr
0
U)
LJJ
0
z
0
V)
5:
LLI
U:
04
0
I
- j
r-
0)
qt
- . - F,-.j7 -- -� - - � , I — I - __ r - i' � I.T. % 17,_: F.7: _­
.� �, ,� 7,,� .:,.i-.,.,-,-.­ -., - -,� ". _ - o-, T - , - - - __ 7 77, �_T �. � --, - -, .-., —� , — ,-, -'- � -' . — "." - �,,. .7 1.1�� f T L -
m.jr ��, � -",.: � . . . - .,., I I W, .., �11 i - .4 i•f,i-,i,l,,, 7,lt,�: ,.,:,,,;, ;,,..� , .
,
, .
. , � i !:., ; I , *., " i .., , ", . I , , P .)% i ; �
, , ; . . ; o
, , , , ,� j�
q . �, 4 i i � i ,It I , d � . - , _ I -ti.,`,,,,�. �,�,.. �J�. , , , " , , ,� L : ;..,L " -� . - . .
I I I �,., .4,f ,.'. � . ?:., P, .,%. - 7.11 - ". 1, - - I , :., 1, " 1 ., i, , . ; ,; " .,�J-,! -, ,.,� '' ..,.I. i
. .•, � ". ; 7 . ". :, �,, I . . , _ 0
, ." , , ., ! , ". , � - " ll� '.*.
, I :., . I ::! '. .. . L. .. �l � ,. , . :� � f - - , I ,� . . � . L , 7 , '. . �� ��: I ' ,-.�-, " ,
. - :, . , . . , I : . , , , � � ��
1 " �,� ' ' . , . . , . I -, , I
; . . � I - - [ ' � ... � ' ' I. .%.. L, I ..I.. I I .. .. . , , " , � � ... . . , . . , I 'I
. ; - i , `�:-1 , : . I . ., . . . , '... 1! -,
11 , I" 't - - . �� .! ,I, .!
- - � , , . - .. . 0 1'.. . .
: : ; � . , . ! , .. .. i�,­L. " ..: . - _'
. ,
,�.

1 1 2 1 3
m
C
0
�� F 352�o�.a6 1
/ GUARD SHACK /EHST 2691667.59 /
LEV 12.03 1
Ado 4_1
ON —SITE SIDEWALKS
LABEL
AREA
(SF)
AREA
(AC)
W 1
4241
0.10
W2
237
0.005
W3
260
0.006
W4
448
0.01
W5
515
0.01
W6
2827
0.07
TOTAL 8528 0.20
ON —SITE SIDEWALKS
0.20 TOTAL ACRES
ON —SITE BUILDINGS
LABEL
AREA
(SF)
AREA
(AC)
B 1
931
0.02
B2
10104
0,23
B3
187
0.004
B4
187
0.004
B5
1731
0.04
B6
3000
0.07
B7
1 1670
0.04
B8
466
0.01
B9
104
0,002
B 10
896
0.02
TOTAL 19276 0.44
ON —SITE BUILDINGS
L\\_j 0.44 TOTAL ACRES
OTHER ON —SITE
ON —SITE PARKING
LABEL
AREA
(SF)
AREA
(AC)
P 1
25652
0,59
P2
6076
0.14
P3
1610
0.04
P4
1385
0.03
P5
830
0.02
P6
430
0.01
TOTAL 35983 0.83
ON —SITE PARKING
v 0.83 TOTAL A'RES
ON —SITE STREETS
AREA
AREA
LABEL
(SF)
(AC)
S 1
28200
0.65
TOTAL 28200 0,65
++++
+ + + ON —SITE STREETS
+ + + + 0.65 TOTAL ACRES
C
A
RECEIVED
PROD #
JUL 2 1 2004
DWQ
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
S U LTANTS
,,yyy1111111ff,••
CAROB '•.,��
:� y oQ:•�ESS•?
r`:4
L _
15869
7; R:..RE\O
'�/f 11111111 yy1
-1 w 0
US, COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199--2060
MARK I DATE I DESCRIPTION
A/E PROJECT NO:4973-10
CAD FILE NAME: C7003DBOl
DESIGNED BY: TEH
EDITED BY:
CHECKED BY: TRR
(SCALE: NOTED PLOT SCALE: 1:1
CONSTRUCT STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
CIVIL
DRAINAGE BASIN AREA
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODGE G,S, PLACZEK G.S, PLACZEK
PROJECT ENG. BRANCH CHIEF TECH, DIRECTOR
A.P.KIMOS 4-1-04
APPROVING OFFICER I DATE
40' 20' 0 40'
05-003163 7003--D
SCALE 1' ' = 40' —0' DISCIPLINE SHT NO
4 D B /O 1 SHEET 1 of 1

1 1 2 1 3
El
Ef
I
im
JY
E 2�9,1 36.66
c 1 N 352936.86
f EW.'6" PVC SANITAky 1 7 E 2691175.14
SEWER /,LINE, SEE A4,
A.
-3 0 N 35,2844-93
L
A E 26 1#3. 8'2
3 -01 6
LOCATION TABLE
DESCRPTION-­_
----STRUCTURE
NUMBER
"NORTHING (Y)
FASTING (X)
DR -UP INLET
S
53111.50
2691351.80
JUNCTION BOX
S2
353056.26
2691337.36
LIFT STATION'
S3
35300 1.06
1 2691304.63
_,T
EXTRUDED CURBING
I I L T LAY PIPE IN WAY TO MINIMIZE
TO E AI D
Al CONFLICTS WITH EXISTING UTILITIES,
SEE &
T
IN,
CHAIN LINK P' WOOD FENCE
WOOD
DO 'NOT DISTURB %A
rl EXIST CONC SIDEWALK
AI AI
TANK
FARM,
fu
Y ypN
c
0
� CONC-
GO -REP IR (-A.0 SY), MATCH
EMH
4_ FIA EXIS --- 1­---­­------pw---­. - __ - - 111 ­
M
DOUBLE 18"0 RCP 5Tb
PROP DO R
f
DR
A2
\APES SEE
-6" Np
S S M H r C C R T` B LO K 01 -17
A C Ll si
----------
.17
B D 5 P
L.pw
`0 7 DJUST8 ATEURES 8�--P&Z--DR4IN
ET SEE PIPE
, 4\ ELR.OWSl- 2 !COUP ) NSE
A
fN 6" CONO -NT ADJU-STME
17 _r.
LIFT STATION,,,.
" " . 1, .-' N 35 1 4,3
SEE v 91
�v
&7�05
ADJUST TELEPHONE:
CONDUIT, SEE N 352961.06-_--' v
--E'2691295F51
A.2 4
0
- - - - - - - - - - - - - - - - - - - -
7 : : - N 7-
- - - - - - - - - - -
N35 15.75 N 3
1� "� -_�- - t�-
T- E 26 1 Z97.07
PROP, X
.53Q,37.r43 t
NCTIO BO•
X, ; , I . .; " I 4.'b
015().: - - - - - -
E,2691303,19;
3.00
3&3022,83 Di K F N 352910.04 - - - - - - - - - - - - - - - -
S
A3"
.\A ROC- UIA E 2691294.20 -OUT W/
AAV NEW CLEAN
12913 14 4,
E 269 BRASS PLUG, ENCASE
1j: jl�j
INV. EL \A.
+0,50 +0,50 Y.IN CONC
4"
TIE TO EXIST
CDP
V. 6" SEWER LINE
jlj
Di A 0 l'C)' I r I
N 352959.56
VA AL
. E 2691248.33
V
353014.38 4,4 4.0 DRY POND
VAAL
'r Oil
COORDINATE LOCATION FOR PROJECT
NOR'T.H.ING(Y)--
-EASTING_ (X)
ELEVATION
CMF#1
352705.06
2691667.59
12.03
CMF#2
352818.80
2691175,03
_4,11
-Z
SPILI W" 7:­_
N 352936'86
14 01,
cmf#2
MATCH EXIST E -175 -
IN,VERT ELEVATION,
4 t%
Y, I
P
NQTES--
I
-E
REc V
J. I I REFERENCE NORTH IS BASED ON NC GRIQ,...NAD83.
2. COORDINATES SHOWN ARE IN U.S. SUEY FEET REFERED
TO NORTH CAROLINA STATE GRID -BASED ON NAD83, NOV 2 3 2004
.3. FOR ELECTRICAL PLAN, SEE SHEET 9. DWQ
PROPOSED CONTOUR 4.. ALL EXISTING U ' TJLITY� CONFLICTS WITH NEW CONSTRUCTION PRoj #
SHALL BE., -MAINTAINED UNLESS OTHERWISE NOTED,
5. FOR CONCRETE ENCASEMENT OF UTILITY, SEE A4 SHEET 5,
6. ALL GRADED OR DISTURBED AREAS SHALL BE SODDED UNLESS CIVIL SITE PLAN
NOTED OTHERWISE.
SCALE: 1 30'-0"
I
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
I CONSULTANTS I
�007'-,y\ CAf?
Ir
A15869
)
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
. fL 7­'
B
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199-2060
I ISSUE I
I MARK I DATE I DESCRIPTION I
A/E PROJECT NO:4973-10
-CAD FILE NAME: C7003COl
DESIGNED BY; TEH
DRAWN BY: BDF
EDITED BY:
I CHECKED BY: TRR
ISCALE:NOTED PLOT SCALE: 1:1
CONSTRUCT STORMINATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
A CIVIL
S ITE P LAN
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P, LODGE G,S, PLACZEK G.S. PLACZEK
PROJECT ENG. BRANCH CHIEF TECH. DIRECTO
30' 20' 10' 0 30,
SCALE: 1 "= 30'-0'p
A.P.KIMOS 4-1-04
APPROVING OFFICER DATE
PROJECT NUMBER I DRAWING NUMBER
05-CO3163 I 7003-D
1 1 2 1 3
7 T 1-11
-1 '7- ilt
7
I41
:yl
;tl
El
DLINE/SHT NO
C/o 1 SHEET 4 OF 10

1 1 2 1 3 1 4
C
86'-0"t
67'-0"t 7'-4"f
'ILLWAY o
� 10'-0"
w LIFT STATION
� ROCK DIKE
EL 3.75
\ io 3 1 —
NCDOT CLASS A 1 C
STONE LINER
�g EL +0.50
SAND (INSITU MATERIAL
ACCEPTABLE FOR BUFFER) HDPE POND LINER
B4
7
SECTION K C1
SCALE: 1 /4"=1'-0"
8 - - -
EXISTING
GRADE
4 ------ -
0
3" 1-2 ASPHALT
6" ABC
A
COMPACTED
SUBGRADE
PAVEMENT Al
SCALE: 1 /2"=1 ' --0" 7
,0
uj EXIST
m PAVEMENTaf
I
V//V�V//V//
EL +3.0, APPROX
SEASONAL HIGH
WATER TABLE
WOVEN GEOTEXTILE FABRIC
j
PROPOSED
DROP INLET
(7) EXISTING 1 " TELEPHONE
CONDUITS TO BE ADJUSTED
APPROX, LOCATION OF
EXISTING 3" WATER
LINE TO REMAIN
t
APPROX. LOCATION OF
EXISTING ELECTRICAL
DUCT BATIK TO REMAIN,
NUMBER (AND SIZE OF
---� - --- --- - - ---- --- --- - --------------
CONDUITS UNKNOWN
PROPOSED
GRADE
VARIES (130'-O" f MAX)
EL +4.0 I 3 TOP SOIL & SOD EL , I
EL +0.50 cfl 3 \ /7�
EL +3.0, APPROX\�/,
SEASONAL HIGH
WATER TABLE HDPE POND LINER
SECTION C4
SCALE: 1 /4"=1 '—D" �7
I
I
PROPOSED
JUNCTION BOAC
APPROX, LOCATION OF
ELECTRICAL CONDUITS
I
I
APPROX, LOCATION OF
EX+STING -8?'- $ -N-;$TER-
,'-- ---..__...... a t IAIC Tn DC Ar% H ICTE*r%
UTILITY PROFILE az
SCALE: 1=10 �
STONE LINER
EN GEOTEXTILE FABRIC ---/
HDPE POND LINER
2?-0'#
EL +3.75
SECTION
SCALE: 1 /2"=1 '-0"
—NCDOT CLASS B
RIP RAP
- ---- 8
EDGE OF PAV'T
EL. 4, 00
PROPOSED
3H:1 V SLOPE
-- --- --- - - - -- -.._ r._. - ---- -- --- - - r-- - 4
II
i
j
I I
I
i I
i
EL. 0.50
BOTTOM Olt, POND
-- ._. ........ _ -- --- -- - -- 0
PROPOSED
ii 'II
APPROX, LOCATION OF
EXISTING 4" STEEL _4
(ELECTRICAL CONDUIT j
i
APPROX. LOCATION OF
EXISTING ELECTRICAL
DUCT BANK
I
2 I 3 4
C
ffw
RECEIVED
NOV 2 3 2004
DWQ
pRoa # A
4' 2' 0 4'
SCALE: 1 /4"= 1'-0"
2' 1' 0 2'
SCALE: 1/2"= l'-0"
10' 5' 0 10'
SCALE: 1 "= 10'-0"
MOFFATT & NICHOL
RALEIGH, NORTH CAROLINA
[phone]
1919mF.c"1>t!
CA
15869 ;
�'•,,r.R. RE\�
U.S. COAST GUARD
CIVIL ENGINEERING UNIT
CLEVELAND
0
7790
U.S. COAST GUARD
1240 EAST NINTH STREET
CLEVELAND, OHIO 44199--2060
ISSUE
I MARK I DATE I DESCRIPTION
A/E PROJECT NO: 4973-10
CAD FILE NAME: C7003CO4
DESIGNED BY: TEH
DRAWN BY: BDF
EDITED BY:
CHECKED BY: TRR
SCALE: NOTED PLOT SCALE: 1 :1
CONSTRUCT STORMWATER TREATMENT SYSTEM
GROUP FORT MACON
ATLANTIC BEACH NC
CIVIL
DETAILS
REVIEWED BY: REVIEWED BY: REVIEWED BY:
G.P. LODGE G.S. PLACZEK G.S, PLACZEK
PROJECT ENG. BRANCH CHIEF TECH. DIRECTOR
A.P.KIMOS 4-1 —04
APPROVING OFFICER DATE
05-CO3163
DISCIPLINE SHT NO
C 04
7003-D
SHEET 7 OF 10
r'T �J,:; i � � -�• -
.1r �' r��7 tl� ��; 4 Sr 'E �i11.�•,'.i !. •. tr'1 ••t `i- I�,'�i d it l;�/ i�" -i {i. .:' 'S1'•.t Li � .�li� f �14 li i� �ti�1�r��•' %,}' I
�;-
�t .4 to I�f

111 i - ' --. _ J (_ 'r_.r ' . .1-" _.,_. I S.I I . „r ' -Jl .i!.dl:_ .:11`'...
NC GRID NAD 83
�7ry
i�--X X
�`- X GUARD SHA
X }( X X X 5.9 +5.8 ASPHALT ROAD +5.4 +5.5 +5.5
cp
I_ X �-^� X X X +6.5 +6.5 +6.3 +6.2 +8.1 + }5 7
x x ' X ---- X X X +6.2 +8.3 +B•3 ASPHALT ROAD +6.5, +6.6
+5 7 +5.7
6.2
_ - 7.9 N
5.7 5.7 5.
f +as &� i.9. I $ t 7.2 7.0 ASPHALT PARKING AREA
f` + •0 +'� $ +&8 +5.9 +6.0 +6.0 +5.9 + .1
TENNIS COURTS
/q
}B.�.. +5.5 + '"�Y a }8.7 +6.9
+5.6 +5.0 +6,2 +6.4 ASPHALT SURFACE ` +s1 EXTRUDED CURBING +5.5
CONCRETE PARKING AREA B•1 g,7 +5.7 , +5.3
+7.4 }8.4
ARE481 ASPHALT PARKING AREA r 5w }&2 s GRASS AREA
+6.0 f +7.9 +5.4
1
X }7.7 GRAVEL PARKING AREA DI 5 GRASS AREA
+ . 4
NOTE 6 6 +5.9 +5a i ! ASPHALT PARKING AREA
+ GRAVEL PARKING ARE .0 +6.1 +6.3 +5.6 >
.: "_
Y t +4.6 `. 11 +6.4
+4.6 +6.5 T F.
} +7.9 _ 7.0 + 6 . „. i•4 6 +5.9 +8.7 +6.2 -
+6.1 +7.6 &1 +5.6 +6. x4y
y +8.3 .5 +4.7 - ;� +6.3 - +5.6
+5.1 +5.0 5.7 }5.5
} +7 8 +4.fl.... +6.0 +8.1 `Y +5.4 +
&0 7.0 +5.8 + .7
}g,6 EXTRUDED CUR IN
+ + .9 CONCRETE AREA \? H E +5. }8.3 +B.B NBTCIAIN UIK FENCE 5' WOOD FEN
17.9 +7.5 }4' 6 y 6 +5.8
\ ..}7.4 '-.- V.1 \ ..- +4.7 - +4:8,. :E" \" 6` l� +5.9 C ,TE _.._ . _ x x' - TANK r,� ti
SEWER
SSMH A
SSMH H
SSMH 0
RIM 7.4
RIM 4,50
RIM 6.15
INV. W 4.28
INV E 0.10
INV. N -1.31
INV. S 4.23
INV 5 4.10
INV. E -1.40
INV. S -1.40
SSMH B
SSMH I
RIM 5.50
RIM 4.55
INV. N 3.64
INV N 0.67
SSMH P
INV. E 2,81
INV S 0.67
RIM 8.20
INV S 2.78
INV W 0.67
INV EAST 2.10
SSMH C
SSMH J
RIM 4.47
RIM 5.52
INV. N 2.49
INV E 3.99
INV S 2.28
INV S 139
INV N 2.04
SSMH D
RIM 4.57
SSMH K
INV. N 0.98
RIM 7.42
INV W 0.98
INV. E 3.97
iNV S 0.82
INV. S 3.51
SSMH E
SSMH L
RIM 5.62
RIM 6.25
INV. N 1.03
INV. E 2.62
INV. W 1.10
INV. S 3.20
INV. W 3.17
SSMH F
RIM 4.76
SSMH M
NV. N 0.06
RIM 5.30
iNV W 0.06
INV, N 1.90
INV E 0.32
INV. W 1.85
INV 5 0.02
SSMH N
SSMH G
RIM 6.90
RIM 4.95
INV. E 0.15
INV. N -1.20
INV. S 0.15
INV W -1.18
INV S -1.24
GRASS AREA c� +4,5' 6�P b }4.6► 45 6 sn
SSMH'C +4
+7.5 6.+4.5;' p -� SSh1H SSMH F dl 'SSMH p1P, a,
6-Da.
'IF+ g lP 4 +4.8 f
3y 4 + FUEL PUMPS
A +7.3
+4.4 45 � +i.b
+7.3 SSMH B i4.9
` +44 -
+4.7 ��Q
.8 +4,2 PUMP STATI
+500
+4.2 STORAGE INVERT OUT=-1.
OUTFACE
�. MP
,f}a.9 ,
GRASS AR 1 f4R
/ _1 4A +4,0 V - 1 TELEPHONE
+ HAND HOLE
-
STOM
DROP INLET 1
RIM = 3.50'
INV (E)- 2.30'
DROP INLET 2
RIM - 3.55'
INV (E)- 2.05'
DROP INLET 3
INV. (N)- 1.49'
RIM - 3.69'
INV. (W)- 1,49'
INV. (S)= 1.79'
DROP INLET 4
RIM 4.3
INV. 1.3
INV. 1.1
INV. 1.1
INV. 1.0
DROP INLET 5
RIM - 4.69
INV - 2.64
DROP INLET 6
RIM = 3.93
INV - 1.58
BOGUS SOUND
W/TOWER�
CONC. PAD
+7.8
E)
K
4 4.4,
90AT
+4.6 /.., C6NME
CREirF. +4"7 ZQNE. P/
�ai r
Q 5.1 STORAGE BIN
TE413E BLDG
AVEL "}7.7 5
SSMH P PARKING rrc
7 AREA n
LIFT STA. r
e >C
8.0 `
}8:6 +7.8
+9.5
+7.8
.2
` +7.7
+a.a 0 TRiBUTION X
+9.7
.9 f°
+9.7 4 6.8
B.5
+8.5 +6.2
60.0 +a.3 +&6 LEECH FIELD
GRASS AREA +9.4 LEECH FIELD +8
� ss
}8.7
+6.3 >c
ANTENNA TOWER
7t,� ?� ` TO1hFR X
8.0 +10.8 X
+t0.6
8.2
+9.4 X
X 6.7
X 7-
X 9.1
8.3 +7.9
+5.3 +5.2
ONC. Y \` CONCRETE PAD
♦ W/ TOWER
8 `\PA*IN
DI 4.1,4, y
A ENR \ l
H a DI t DI ` .�
IN
C1icR�TE
- + f
1+4
44.4-
IN
0 \ \\.L. \-4 6
\., +
\
\ `+ # �y
MMH
CMF#2 r
♦ J' NORTH 352818.80
EAST 261175.03 91175.03 r
1
B 4- \ \ X` s ELE V 4.11
'
REVISED SEPTEMBER 14, 2002:
ADDED SPOT ELEVATIONS TO ADJUST CONTOURS AS SHOWN.
VICINITY MAP - NOT TO SCALE
-\CMFf I
nt.mlH 352705.05
EAST 2691667.59
ELEV 7203
l
+5.9
+6.7
I
I
l
Q
I
I
I
I
I
I
HATCHED AREA PREVIOUSLY MAPPED
(SEE MAP TITLED PARTIAL TOPOGRAHYC SURVEY
OF FORT MACON COAST GUARD STATION DATED 3-16-01
PREPARED BY MCKIM & CREED)
NOTES
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN US SURVEY FEET UNLESS OTHERWISE NOTED.
3) CONTOUR INTERVAL IS 1' (ONE FOOT).
4) THIS SURVEY PERFORMED FOR DRAINAGE STUDY ONLY.
5) DASHED LINES NOT SURVEYED.
6) DROP INLETS ALONG CONCRETE BAND ARE NOT CONNECTED
BY PIPES, THEY ARE FILTRATION TYPE.
7) DATUM IS NGVD 29 MEAN SEA LEVEL
BASED ON NCGS MONUMENT "NCSPA"
8) BENCHMARKS ON SITE ARE CMF#1 AND #2
ElCMF
CONCRETE MONUMENT FOUND
�2
POWER POLE
0 UGFO
UNDERGROUND FIBER OPTIC MARKER
m
TELEPHONE PEDESTAL
0
TELEPHONE MANHOLE
®
WELL
BLDG
BUILDING
X 46.46
SPOT ELEVATION
DIP
DUCTILE IRON PIPE
VC
VITRIFIED CLAY PIPE
FIRE HYDRANT
®
WATER METER
❑
DROP INLET
>Jvlu
TREE
0
CONCRETE PAD
BUILDING
FENCE
-Co
CLEAN OUT
I< UIV V- j
--3- Zw3
C-r z lozI Ittoo
s>I1 k rri -. ;
•` i l e i-!, 1 i s !• s t I I�, r, j, '
t �� � r 1. 1 1, dl f 1.t. �-�.��• f11 Ili kl y'l
v i Y 1 • � ., �:r• .. . u _ .{,. ., i . .1 , .. . ....x s .. � . : i � ,, i.: �i. �'� •'f: 'r , � R'k , i r1 •i Ff .i a4 .ii i s., e , (.'�.r