SW7060312_APPROVED PLANS_20120622

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOG TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
(%Aor{
YYYYMMDD

Id
,A
OYOCK, NC
C,��
qF ?
BLACKWATER
N
3
DR,
VICINITY MAPS
N TS
,
f ,
(TIE LINE)
S2' 24' WE
1.49'
I
EXISTING
MESS
HALL
K 11.84 x 11.19 { / { x 11.05 APPROXIbIAE
�J12.84 r 1
W... w..... x 11,67 x 11.10 i /` ai`, .LOCATION F x }
ISJINg 6" WATERMAN__ >
.,.._.:.. _.� .._..�.�1,4:,1�, _ _............ ---- •� 1 ,3�.32m_ ._ .__1 �..... ....m _.W w...... .,_�....4. �.,x.....,.
�Y.3�4=`......-...--....W ...
ter-2 R9 wx .K.w4w �W.._ �j13.08 w2 _ .....a2_,.8 2.38 ..
-—
S87' 46' 50"W 2646.50'
map 1 80y Jep
p(mild W' /07 00(_w
HYMAN MAM
ROBEY me
; OLUTIr N3, FROM THE GROUND UP
150 US Hwy 158 E.
PO Box 339
Camden, NO 27921
[phone]
[phone] fax
www.hyrTianrobey.com
License C-0598
C T
RECEIVEDORIGINALLY
ISSUED
STORMWATER APR 16 2012 AND SEALED BY
SEAN C. ROBEY, .Ex,
APPROVED .Y. D V V Q"W "ARO , " 1 6, ON
NORTH CAR(XINA ENVIROME:NTAL ,
MANAGEMENT COMMISSION r �°
MSION OF WATER Gamy
's"2rM1x3!"r PermK K�04ymsxaowotv AC DEMI
SITE DATA:
1. OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 1029
MOYOCK, NC 27958
252, 435,1723
2, PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED: LIGHT INDUSTRIAL
3, THIS PARCEL IS LOCATED IN FLOOD ZONES 'X'
ACCORDING TO FIRM MAP NUMBER
3700892BOOK DATED DECEMBER 16. 2005.
4. THIS IS NOT A BOUNDARY SURVEY,
BOUNDARY LIMITS TAKEN FROM EXISTING
SURVEYS AND TAX MAPS.
5, ELEVATIONS ARE BASED ON NAVD 88 OPUS
STATIC CPS OBSERVATION WITH TOPCON GR3
RECEIVER ON FEBRUARY 16 & 17. 2012,
REFERENCE FRAME: NAD83; CORS96; EPOCH
2002; GEIOD09.
LEGEND
BOUNDARY LINE
— EXISTING DITCH
_
EXISTING TOP OF BANK
EXISTING STORM DRAINAGE PIPE
—� —
EXISTING ASPHALT PAVEMENT
'=
EXISTING SIDEWALK/CONCRETE
......... .. ................
EXISTING CONTOUR
—w W -
— EXISTING WATERLINE
EXISTING FENCE
.......,
�...,, EXISTING WOODLINE
— — — —
— — EXISTING BUILDING
ry
EXISTING WATER VALVE
q��
�
EXISTING FIRE HYDRANT
EXISTING DRAINAGE FLOW DIRECTION
BENCH MARK
x 13.55
EXISTING SPOT GRADE
O
EXISTING IRON REBAR
GRAPHIC SCALE
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
120008
Drawing #:
120008 - EXISTING TOPO
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
4/10/2012
Sheet #:
2/59
Scale:
1" = 50'
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
EXISTING CONDITIONS
4_ .
( IN FEET )
1 inch = 50 it,
0
SHEET NUMBER:
C100

0
[nap IZ,, 6DJ J �&
Cs W 170b 0s /a
VICINIW MAP
INTS
S2- 24- 12-E
1,49'
MESS
HALL
rAIZOINU I'ENCE1z, UO D 1124 :-�-t-4DUMPSTER PAD
13.77
mm
% EXISTING WET POND 01
PERM. POOL ELEV. = 10.()0,
SURFACE AREA 75,932 SF 14,
>
11.75
913.90
--4
46.3 k 14.50
12-25
. .............
15.29
69 i.E i I
SEE SHEETS C301-C303 FOR
EROSION CONTROL MEASURES
14.12
12.56 x 94
14.74
12.92
x 15.28
7�
14.19
EXISTING WEIR x
4 48
x
13. 4
x 12,36
4.01
.13,27
N,
STORMWATER FOREBAY
15.77
N,
. ..... . ..... -
■
13,90
■ MAINTAIN EXISTING FROST PROOF
HYDRANT FOR CONSTRUCTION USE.
11,70
EXISTING 36" RCP RELOCATE PER SHEET C401 x 12.35
INV. IN
INV, OUT
9.46 r
x 13-50
13. 1 1
x 13,40 56/ x 13.19
, el,
"I, x 12.72
22,
4�1- IV'
44 o 1
el. 13
EXISTING WOODED AREA 0
,,4P,90 47 TO BE CLEARED
K 12.84
EXISTING WOODED AJ9A "LLJ
TO BE CLEARED
85.
. ...... . ....
10. 7;), . ... .... IQ81
IT 11-44"
- - --- ------ --- 77,
13,08
SITE DATA:
I. OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 11029
MOYOCK, NC 27958
252.435.1723
2. PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568,53
ZONED: LIGHT INDUSTRIAL
.1 THIS PARCEL IS LOCATED IN FLOOD ZONES -X- ACCORDING TO FIRM
MAP NUMBER 3700892800K DATED DECEMBER 16. 2005,
4, THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS.
5. ELEVATIONS ARE BASED ON NAVID 88 OPUS STATIC GIPS
OBSERVATION WITH TOPCON GR3 RECEIVER ON FEBRUARY 16 & 17
2012. REFERENCE FRAME: NAD83, CORS96; EPOCH 2002, GEI0DO9'
LEGEND
-------------
BOUNDARY LINE
EXISTING DITCH
EXISTING TOP OF BANK
EXISTING STORM DRAINAGE PIPE
777 sm . . .......
EXISTING ASPHALT PAVEMENT
EXISTING SIDEWALK/CONCRETE
...... ...... .... . .... ...... . ....
EXISTING CONTOUR
—W W
EXISTING WATERLINE
EXISTING FENCE
EXISTING WOODLINE
EXISTING BUILDING
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING DRAINAGE FLOW DIRECTION
BENCH MARK
13,55
EXISTING SPOT GRADE
0
EXISTING IRON RE13AR
'MOO M 0 ARM
LIMITS OF DISTURBANCE
— — — —
CLEARING LIMITS
GRAPHIC SCALE
l IN FEET )
I inch = 50 ft
ACADEMI
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
120008
Drawing #:
120008, SITE PLAN
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
4110/2012
Sheet #:
3159
Scale.
1" = 50'
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
. DEMOLITION PLAN
SHEET NUMBER:
0 C 10

zoI t0 .7V 11 co`tU..7v
SITE DATA:
I. OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 1029
MOYOCK, NC 27958
252, 435,1723
2. PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED: LIGHT INDUSTRIAL
3. THIS PARCEL IS LOCATED IN FLOOD ZONES 'X' ACCORDING TO FIRM
MAP NUMBER 3700892800K DATED DECEMBER 16, 2005.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS.
5. ELEVATIONS ARE BASED ON NAVD 88 OPUS STATIC GPS
OBSERVATION WITH TOPCON GR3 RECEIVER ON FEBRUARY 16 & 17,
2012. REFERENCE FRAME: NAD83; CORS96; EPOCH 2O02, GEIODO9.
6. PARKING:
SPACES REQUIRED: 101 (INCLUDING 5 HANDICAP ACCESIBLE SPACES
LODGE:1 SPACE PER ROOM FOR RENT O 59 ROOMS 59 SPACES
CLASSROOMS:1 SPACE PER 150 SF m 6,300 SF 42 SPACES
SPACES PROVIDED: 104 (INCLUDES 5 HANDICAP ACCESIBLE SPACES)
7. ANY FILL BROUGHT TO SITE FROM OFF -SITE SOURCE SHALL BE
FROM AN APPROVED SITE/MINE. ANY MATERIAL REMOVED FROM
THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION
8. DISTURBED AREA WILL NOT EXCEED 10 ACRES.
9. SITE COVERAGE (WITHIN 15.09 ACRE HIGH DENSITY DRAINAGE AREA
FOR BLACK BEAR INN 1 AND 2 ONLY)
EXISTING ASPHALT PAVEMENT: 89,500 SF
EXISTING CONCRETE: 8.702 SF
EXISTING BUILDING: 26.408 SF
PROPOSED ASPHALT PAVEMENT: 90.617 SF
PROPOSED CONCRETE: 9.180 SF
PROPOSED BUILDING: 39.530 SF
P P 1
TOTAL DRAINAGE AREA: 657.675 SF
10. SHADE REQUIREMENTS: 209E OF VEHICULAR ACCOMODATION AREA
93.002 SF ASPHALT PAVEMENT X 0,2 = 18.660 SF
SHADE PROVIDED (BASED ON 15' CROWN RADIUS,
1MAXIMUM 0 SHADED E
TREES IN ISLANDS0 707 SFEEACH707 7,070 SF
5 TREES IN CORNERS ® 530 SF EACH - 2,650 SF
RI T T A H= 1
TOTAL SHADED AREA = 19,251 SF
LEGEND
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
-
3 PROPOSED CONCRETE
PROPOSED DITCH/SWALE
EXISTING DITCH/SWALE
PROPOSED TOP OF BANK
EXISTING TOP OF BANK
PROPOSED CULVERT
PROPOSED DRAINAGE PIPE
EXISTING CULVERT
EXISTING WOODLINE
PROPOSED WOODLINE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED WATER METER
A
PROPOSED POST INDICATOR VALVE
GRAPHIC SCALE
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA 1
KEY PLAN:
Project #: 120008
Drawing #: 120008 - SITE PLAN
Drawn: JLE
Checked: KDH
Approved: SCR
Date: 4/10/2012
Sheet #: 4/59
Scale: 1" = 50,
REVISIONS. -
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE OVERVIEW
b SHEET NUMBER:
( IN FEET )
1 inch = 60 fL

,nv q &'� 18& Sw 7o.(0012,,Q
VICINITY MAP
NITS
�,-~~.°�, �•• �,,� A, few.... „,...., .,,. ��...., ,,, ,.k ,...., . .�.� ,,;�'`�' • � � '-�
k
i
f
I
i
t
•
1
k
1
x
A
4
EXISTING TELE. VAULT
EXISTING ELEC. VAULT
•
1
!
•
1
I
i
k
am
SITE DATA:
1, OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 1029
MOYOCK. INC 27958
252.435.1723
2, PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED; LIGHT INDUSTRIAL
3. THIS PARCEL IS LOCATED IN FLOOD ZONES 'X' ACCORDING TO FIRM
MAP NUMBER 3700892BOOK DATED DECEMBER 16, 200&
4. THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS.
5. ELEVATIONS ARE BASED ON NAVD 88 OPUS STATIC GPS
OBSERVATION WITH TOPCON GR3 RECEIVER ON FEBRUARY 16 & 17,
2012. REFERENCE FRAME: NAD83; CORS96; EPOCH 2O02. GEIODO9.
6, PARKING.
SPACES REQUIREO: 101 (INCLUDING 5 HANDICAP ACCESIBLE SPACES)
LODGE:1 SPACE PER ROOM FOR RENT O 59 ROOMS 59 SPACES
CLASSROOMS:1 SPACE PER 150 SF O 6,300 SF a 42 SPACES
SPACES PROVIDED: 104 (INCLUDES 5 HANDICAP ACCESIBLE SPACES)
7, ANY FILL BROUGHT TO SITE FROM OFF -SITE SOURCE SHALL BE
FROM AN APPROVED SITE/MINE, ANY MATERIAL REMOVED FROM
THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION
8. DISTURBED AREA WILL NOT EXCEED 10 ACRES,
9. SITE COVERAGE (WITHIN 15.09 ACRE HIGH DENSITY DRAINAGE AREA
FOR BLACK BEAR INN 1 AND 2 ONLY)
EXISTING ASPHALT PAVEMENT: 89,500 SF
EXISTING CONCRETE: 8,702 SF
EXISTING BUILDING: 26,408 SF
PROPOSED ASPHALT PAVEMENT: 90,617 SF
PROPOSED CONCRETE: 9,180 SF
PROPOSED BUILDING: 39,530 SF
P P 7 1 F
TOTAL DRAINAGE AREA: 657,675 SF
10, SHADE REQUIREMENTS: 20% OF VEHICULAR ACCOMODATION AREA
93,002 SF ASPHALT PAVEMENT X 0,2 - 18,660 SF
SHADE PROVIDED (BASED ON 15' CROWN RADIUS,
MAXIMUM SHADED AREA PER TREE = 707 SF)
10 TREES IN ISLANDS O 707 SF EACH - 7,070 SF
5 TREES IN CORNERS O 530 SF EACH - 2,65D SF
Torre AT F H= 1 F
TOTAL SHADED AREA - 19,251 SF
LEGEND
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED DITCH/SWALE
'
EXISTING DITCH/SWALE
• " •••
PROPOSED TOP OF BANK
...... ..........................
EXISTING TOP OF BANK
PROPOSED CULVERT
— _ _ _ — — _ ^ _
PROPOSED DRAINAGE PIPE
EXISTING CULVERT
EXISTING WOODLINE
PROPOSED WOODLINE
�" Q
,S y1
EXISTING FIRE HYDRANT
x
PROPOSED FIRE HYDRANT
Ak
PROPOSED FIRE DEPARTMENT CONNECTION
1
PROPOSED WATER METER
8
PROPOSED POST INDICATOR VALVE
�v 21�
WILLOW OAK
(10' MIN. PLANTING HEIGHT)
GRAPHIC SCALE
( IN FEET )
1 inch = 30 (t
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #: 120008
Drawing #: 120008 - SITE PLAN
Drawn: JLE
Checked: KDH
Approved: SCR
Date: 4/10/2012
Sheet #: 5159
Scale: 1" = 30'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE PLAN
SHEET NUMBER:
!Q C201
k
•
1
•
1
k
1
I

ma, � s'V✓ �o�o3ia
VICINITY MAP
N15
N 2' 14' 52 "W
129.93'
S2' 24' 12"E
1.49'
RCP » ., .INV INII
�<
,m 1hX1 errEr _ gin,
80 LF 36" RCP
INV. III = 8.50
INV OUT1a 8,50
1
i
1
�. ., 1 • /'
PIPE 3
PIPE 3
50 L� 18"1 RAP
..N
INV. I
( � � � � ��'��V'�""'Y..•.�._�...��...�'Y.""a/"°y/�"„�'..✓^'W` �(f V �,w�."`4�...,�'"y��'!'...r✓�^r4.•,.�."�„�..'4:.^wr""`✓�"�"�"W. i"M�'^iY"„4I",✓'"'h`. "Yl'_0�...�^"p✓"A`�W,. }k,�,^ `5
r " PIPE 4
1 ! 54 LF 18" RCP
INV. IN 11.55
�` f INV. 145 3
s
OUT
{ w
evI
)� ....... 2 ..:.. .... », !
S87' 46' 50"W 2646.50'
EXISTING
MESS
HALL
I
— F_ —
L—__J
— r— —�
CONTRACTOR SHALL INSTALL
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE AT
EACH ENTRANCE USED BY 'w
CONSTRUCTION TRAFFIC
{
f �
PIPE 1
50 LF 18" RCP }
INV. IN = 11.55
INV OUT 11,45
x �Y•
4
t �
S
PIPE 2
60 LF 18" RCP
INV. IN 11.50
INV OUT 11.40
0
7E
I 0
E
f
i
1
t
.t
1
S
ti
E
r�
i
( f
.W
_w
— » ... ..... _ ....._ y_.. w ... _...... _... _. ».
SITE DATA:
1. OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 1029
MOYOCK, NC 27958
252.435.1723
2. PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED: LIGHT INDUSTRIAL
3. THIS PARCEL IS LOCATED IN FLOOD ZONES 'X' ACCORDING TO FIRM
MAP NUMBER 3700892800K DATED DECEMBER 16. 2005.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS,
5. ELEVATIONS ARE BASED ON NAVD 88 OPUS STATIC GPS
OBSERVATION 2fl 2. REFERE CEHFRAME: NAD 3 RIVER COER 96; OEPOCHR2002; UARY 1GEIOD09,
6. PARKING:
SPACES REQUIRED: 101 (INCLUDING 5 HANDICAP ACCESIBLE SPACES)
LODGE:1 SPACE PER ROOM FOR RENT O 59 ROOMS 59 SPACES
CLASSROOMS:I SPACE PER 150 SF m 6,300 SF = 42 SPACES
SPACES PROVIDED: 104 (INCLUDES 5 HANDICAP ACCESIBLE SPACES)
7. ANY FILL BROUGHT TO SITE FROM OFF —SITE SOURCE SHALL BE
FROM AN APPROVED SITE/MINE. ANY MATERIAL REMOVED FROM
THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION
8. DISTURBED AREA WILL NOT EXCEED 10 ACRES.
9. SITE COVERAGE (WITHIN 15,09 ACRE HIGH DENSITY DRAINAGE AREA
FOR BLACK BEAR INN 1 AND 2 ONLY)
EXISTING ASPHALT PAVEMENT: 89.500 SF
EXISTING CONCRETE: 8.702 SF
EXISTING BUILDING: 26.408 SF
PROPOSED ASPHALT PAVEMENT: 90,617 SF
PROPOSED CONCRETE: 9.180 SF
PROPOSED BUILDING: 39.530 SF
P P TOTA77 1FL DRAINAGE AREA. 657,675 SF
LEGEND
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED DITCH/SWALE
— EXISTING DITCH/SWALE
PROPOSED TOP OF BANK
EXISTING TOP OF BANK
PROPOSED CULVERT
PROPOSED DRAINAGE PIPE
EXISTING CULVERT
EXISTING WOODLINE
.............. . ...............
EXISTING CONTOUR
�� —�----
PROPOSED CONTOUR
�SF----SF
SILT FENCE
LIMITS OF DISTURBANCE
DRAINAGE AREA
PROJECT LIMITS
-- —'
CLEARING LIMITS
®
DROP INLET W/ CONCRETE APRON
STONE CHECK DAM
-+
BLOCK AND GRAVEL INLET PROTECTION
�..•
HORSESHOE INLET PROTECTION
DRAINAGE FLOW DIRECTION
EXISTING DRAINAGE FLOW DIRECTION
BENCH MARK
y
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
8
PROPOSED WATER METER
•
PROPOSED POST INDICATOR VALVE
ACADEMI
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
120008
Drawing #:
120008 - SITE PLAN
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
4/10/2012
Sheet #:
6/59
Scale:
v = 50,
REVISIONS:
NUM. DATE
DESCRIPTION
GRAPHIC SCALE
so n __
( IN FEET )
1 inch = 50 it
SHEET TITLE:
,OVERVIEW GRADING & "v
EROSION CONTROL PLAN
SHEET NUMBER:
>o
C-�---301

VICINITY MAP
NTS
x 13.25
W.
1
80 LF 36" RCP
INV. IN = 8.50
INV OUT = 8.50
t
i
�--i-- • m
il ]"45 /
=T._..
.,: _ ...
^
«r,
.......... .. ...... -
.. .....
...... ......
"J
pi
;� f 3.40
'"'""�
,...... _.....�........„ ....... __.. ,...... ..—,.
... .. �.. ...., ....„, .�.., w.... _.....:,_......,..._ .....,......_
_......... _.:„ ,.•........ ..._. «...,, �.�. _....W:.. ,..44,.„...... .....,.....� _.,.., �.._ .V,........M ..:_ w... ww........ _......_........ _..�
_ �.. ...w...V...., _... _.....,.....•_ _,,,:, .._,.....,,:. _..m ,,:.... ,,�......... ..:.... .1_ .,......_........_ ._... _, _.... ,�.., .,._ w..� _...• .� ..„......._ _._....
�.... _.....w...._... ,.._... 2<7$ W_ u..„. �....._ . . „... x �7:54
w,_ ,.,_ .�....•� 5 ..._...^w ,„.... �........_...�.....,�,,:..�_ .......
�.....�..„:,..,_...,... .,..� .�.....�....w.,..._.....r w..„. �
k
w
k
SITE DATA:
I. OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P, 0. BOX 1029
MOYOCK, NC 27958
252.435,1723
2. PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED: LIGHT INDUSTRIAL
3• THIS PARCEL IS LOCATED IN FLOOD ZONES 'X' ACCORDING TO FIRM
MAP NUMBER 3700892800K DATED DECEMBER 16. 2005.
4• THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS,
5• ELEVATIONS ARE BASED ON NAVD 88 OPUS STATIC GPS
OBSERVATION WITH TOPCON GR3 RECEIVER ON FEBRUARY 16 do 17.
2012. REFERENCE FRAME: NAD83; CORS96; EPOCH 2O02. GEIOD09,
6, PARKING:
SPACES REQUIRED: 101 (INCLUDING 5 HANDICAP ACCESIBLE SPACES)
LODGE:1 SPACE PER ROOM FOR RENT Q 59 ROOMS 59 SPACES
CLASSROOMS:1 SPACE PER 150 SF Q 6.300 SF
42 SPACES
SPACES PROVIDED: 104 (INCLUDES 5 HANDICAP ACCESIBLE SPACES)
7, ANY FILL BROUGHT TO SITE FROM OFF —SITE SOURCE SHALL BE
FROM AN APPROVED SITE/MINE. ANY MATERIAL REMOVED FROM
THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION
8, DISTURBED AREA WILL NOT EXCEED 10 ACRES.
9. SITE COVERAGE (WITHIN 15.09 ACRE HIGH DENSITY DRAINAGE AREA
FOR BLACK BEAR INN 1 AND 2 ONLY)
EXISTING ASPHALT PAVEMENT: 89,500 SF
EXISTING CONCRETE: 8,702 SF
EXISTING BUILDING: 26.408 SF
PROPOSED ASPHALT PAVEMENT: 90,617 SF
PROPOSED CONCRETE: 9,180 SF
PROPOSED BUILDING: 39,530 5F
P P 77 5�i1 c�
TOIAL DRAINAGE AREA: 657,675 SF
LEGEND
PROPOSED ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
`
PROPOSED CONCRETE
PROPOSED DITCH/SWALE
EXISTING DITCH/SWALE
.-_..... ....... ...„„
PROPOSED TOP OF BANK
...... •.....
EXISTING TOP OF BANK
PROPOSED CULVERT
_ _ _ _ _ _
PROPOSED DRAINAGE PIPE
EXISTING CULVERT
EXISTING WOODLINE
PROPOSED WOODLINE
..........................
EXISTING CONTOUR
12�
PROPOSED CONTOUR
SF~SF---•—
SILT FENCE
LIMITS OF DISTURBANCE
DRAINAGE AREA
Emmmmm
PROJECT LIMITS
DROP INLET W/ CONCRETE APRON
STONE CHECK DAM
�rrr�
S■po!
BLOCK AND GRAVEL INLET PROTECTION
■
HORSESHOE INLET PROTECTION
DRAINAGE FLOW DIRECTION
EXISTING DRAINAGE FLOW DIRECTION
PROPOSED
SPOT GRADE
x 13.55
EXISTING SPOT GRADE
BENCH MARK
,S YQ
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
Ak
PROPOSED FIRE DEPARTMENT CONNECTION
0
PROPOSED WATER METER
8
PROPOSED POST INDICATOR VALVE
in
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #: 120008
Drawing #: 120008 - SITE PLAN
Drawn: JLE
Checked: KDH
Approved: SCR
Date: 4/ 10/2012
Sheet #: 7159
Scale, 1" = 30'
REVISIONS:
NUM. DATE DESCRIPTION
SHE ET TIT
LE.
C; RA DIN
iG
�X
E�20SION
CONTROL PLAN
SHEET NUMBER:
C302
f
w
i
^
�F
•
14 •.
•
1

EXISTING DRAINAGE FLOW DIRECTION
55
\
PROPOSED SPOT GRADE
x 13.SS
EXISTING SPOT GRADE
BENCH
MARK
,S YQ
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
AR.
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED WATER METER
e
PROPOSED POST INDICATOR VALVE
Project #:
120008
Drawing #:
120008 - SITE PLAN
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
4/10/2012
Sheet #:
8/89
Scale:
1" = 30,
REVISIONS:
NUM. DATE
DESCRIPTION
GRAPHIC SCALE
.n
( IN FEET )
1 inch = 30 ft.
SHEET TITLE:
GRADING & EROSION
CONTROL PLAN
SHEET NUMBER:
to C303

VICINITY MAP
NTS
GENERAL NOTES:
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON INFORMATION AVAILABLE
TO THE ENGINEER AND SHOULD NOT BE CONSIDERED COMPLETE, THE CONTRACTOR SHALL
BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT
MAY EXIST IN THE AREA OF CONSTRUCTION PRIOR TO COMMENCEMENT OF CONSTRUCTION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
UTILITIES DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT NC ONE CALL
AT 811 FOR UTILITY LOCATION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH CURRENT
SPECIFICATIONSSTANDARDS AND FTHE NORTH
NA DEPARTMENT OF
TRANSPORTATION,NCDEM, NCDENR,CURRITUCKCOUNTY IWATER DEPARTMENT AND
DEPARTMENT OF PUBLIC WORKS,
3. A SEDIMENT & EROSION CONTROL PLAN HAS BEEN APPROVED FOR THIS PROJECT.
THE UTILITY CONTRACTOR SHALL NOT DISTURB THE EROSION CONTROL DEVICES AS
INSTALLED FOR THIS PROJECT, ANY RELOCATION OF EROSION CONTROL DEVICES
SHALL BE DONE BY ADVANCE WRITTEN NOTIFICATION TO THE SITE/GENERAL, CONTRACTOR
AND THE ENGINEER, THE UTILITY CONTRACTOR SHALL TAKE ALL NECESSARY
PRECAUTIONS TO LIMIT EROSION do SEDIMENT TRANSPORT IN HIS WORK AREA,
4• MINIMUM CLEARANCES FOR WATER, SEWER AND STORM DRAINAGE SHALL MEET THE
FOLLOWING CRITERIA: HORIZONTAL VERTICAL
WATER AND SEWER 10' 18" (WATER ABOVE SEWER)
(WHERE WATER AND SEWER CROSS AND WATER IS NOT ABOVE SEWER OR DOES NOT
HAVE 18" CLEARANCE, BOTH WATER AND SEWER PIPES SHALL BE DUCTILE IRON FOR 10
FEET ON EACH SIDE OF THE CROSSING AND FULL JOINTS OF PIPE SHALL BE CENTERED
ON THE CROSSING)
WATER AND STORM DRAINAGE 12"
SEWER AND STORM DRAINAGE 24"
(SEPARATION BETWEEN SEWER AND STORM DRAIN CAN BE REDUCED BY UTILIZING DUCTILE
IRON SEWER PIPE)
WATERMAIN NOTES:
1• THE SOUTH CAMDEN WATER SYSTEM WILL PROVIDE WATER SERVICE FOR THIS
PROJECT,
2. ALL WATERMAINS SHALL BE EITHER PVC — C900, SDR-21 OR DUCTILE IRON AS
SHOWN ON PLANS. ALL PIPE SHALL COMPLY WITH THE REQUIREMENTS OF AWWA
STANDARDS AND THE NATIONAL SANITATION FOUNDATION. ALL PIPE MUST BEAR THE
NSF LOGO FOR POTABLE WATER.
3. WATERMAINS MAY BE INSTALLED UNDER STORM DRAINS WITHOUT FITTINGS, WHERE
THE CHANGE IN VERTICAL CURVE IS TWO FEET OR LESS,
4, THRUST BLOCKING SHALL BE INSTALLED ON ALL BENDS OF 22 1/2' OR GREATER.
(SEE THE SPECIFICATIONS AND DETAILS ON THRUST BLOCKINGS.)
5. CONTRACTOR SHALL COORDINATE CONNECTION TO WATERMAIN WITH THE CURRITUCK
COUNTY WATER DEPARTMENT,
6. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE OF EXISTING MAINS PRIOR TO
ORDERING MATERIALS,
7, DURING CONSTRUCTION, NO PIPE SHALL BE COVERED UNTIL INSPECTED BY THE
ACADEMI FACILITIES DEPARTMENT AND THE ENGINEER, THE CONTRACTOR SHALL
COORDINATE WITH DOUG CHERRIX, DIRECTOR OF FACILITIES 48 HOURS PRIOR TO
COMMENCEMENT OF WORK TO COORDINATE INSPECTION OF WATERLINE.
8. LENGTHS OF WATERLINE ARE APPROXIMATE AND HAVE BEEN INCLUDED FOR THE
CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL VERIFY LENGTHS TO
HIS SATISFACTION,
9, ALL WATERMAINS SHALL HAVE A MINIMUM OF 36" COVER,
10. ALL PIPES AND SERVICES TO HAVE RUNNING ALONG AND WITH THE PIPE A
CONTINUOUS LENGTH OF #12 SOLID COPPER WIRE AND A 3" WIDE TRACER TAPE AT
ONE (1) FOOT BELOW THE FINISHED GRADE OF THE EXCAVATION FOR THE PIPE,
11 TO
DAMETERFLLUSH, TEST FLOW RATE ESHALL N EQUAL SPRINKLER DESIGNECTION UTILIZING A FULLB� OW6RATE.
SANITARY SEWER NOTES:
1, ALL SANITARY SEWER PIPE SHALL BE OF TYPE SCH 40 PVC DWV UNLESS OTHERWISE
NOTED
2, CONTRACTOR TO TRANSITION PIPE FROM PVC TO DUCTILE IRON UNDER PAVEMENT
-�'�.�,..�,.I��a,w::.,.,`�o,�.,:,� ,..,. �',..d:.:�r�w,a...-',.w,.J� ,, ^a�H,,. .�.,,,,,,,, �.a,w �`�"».,..,,.•„.:. � .,.-.,.,��,::�,r.:, '.; ...,,- .:�,,.,r,,'�R. o-H.,. ���. ,'�vh_�:...,,: ,:.:
EXISTING TELE. VAULT
EXISTING ELEC. VAULT
i�
� � I
ll! �
• � I c
I
I
1
1 •
i
Ij}
I
3
I •
I
• 1
I
{I
SI
f
• I
2-6" 45' BENDS
f ±28 LF 6" C-900
1 PVC FIRE LINE
...., _.:......
1 I 0,
I I ,
1 I I FUTURE CLASSROOM a
FUTURE CLASSROOM I
EXPANSION I ® 1 EXPANSION
3,193 SF i {{ 1 i 3,193 SF
,�.,; I I I •9 � c� I 1
I
� — 1 7
I Ic 11 '•� � 1 I co I I A I
0...... COCO' I
I I
I Z7
t 40 LF 6" 5S t 40 LF 6" SS
Q 0.6% MINIMUM .� N O 00.6% MINIMUM I
SLOPE I
N 2" GAS LINE I I
II I
I 6" SS O 0.6%
MINIMUM SLOPE (SEE
I PLUMBING PLANS FOR 6" S5 O 0.6% MINIMUM I
I LATERAL LOCATIONS I I SLOPE (SEE PLUMBING I
AND INVERTS) I PLANS FOR LATERAL
"< I I I LOCATIONS AND I
I INVERTS)
r
CO LINE
I E GAS .. `^ 1 h" GA CO
I I
LINE
r I l® I I
GAS GASs
I
GAS LINE I
I j 30' X 60' PATIO WITH 16' I I I
I ® I OVERHANG
I TRANSITION SEWER I
I C0 C0 I
I I I MAIN FROM 4" TO 6" x
OUTSIDE BUILDING I
€ I I I SLAB (TYP) I
I
I
a
+
y
t86 LF 6" DI SUPPLY
LINE AND NECESSARY
FITTINGS TO FDC (SEE
FIRE SUPRESSION PLANS I
FOR CONTINUATION)
CO
x
I 14 7
F
1-6" POST
INDICATOR VALVE
•
PROPOSED BUILDING
FINISHED FLOOR ELEV. - 16.25'
30,415 SF THIS PHASE
36,801 SF TOTAL WITH CLASSROOMS
�;P— CONTRACTOR SHALL STUB 6"
DI LINE 12" ABOVE FINISHED
FLOOR TO BLIND FLANGE —
SEE NOTE 11 (SEE FIRE
SUPRES510N PLANS FOR F114,
LOCATION)
'TF---'�'.rL-�
P-1 I '
I f'
4" SEWER UNDER
BUILDING SLAB (TYP)
EXISTING 36" CMP
INV. IN = 8.28'
INV. OUT = 8.55'
/ ek•
@ >-� t
' . . . .. . .
RELOCATE EXISTING
FROST PROOF HOSE BIB
TO LANDSCAPE ISLAND
w w w w -- w W w W w w w-----••--w — r: ------w--I
MAINTAIN 24" MINIMUM SEPARATION BETWEEN TAPS f
- - - - - - - - - - - -
f
--w w w w -- w ------ Juu w ------ w --�-
}
.................
SITE DATA;
1, OWNER:
ACADEMI REAL ESTATE HOLDING, LLC
C/O DOUG CHERRIX, DIRECTOR OF FACILITIES
P. 0. BOX 1029
MOYOCK, NC 27958
252. 435.1723
2. PARCEL, CAMDEN COUNTY:
PIN 01-892900342503-0000
ACREAGE: 568.53
ZONED: LIGHT INDUSTRIAL
3, THIS PARCEL IS LOCATED IN FLOOD ZONES 'X' ACCORDING TO FIRM
MAP NUMBER 3700892BOOK DATED DECEMBER 16, 2005.
4, THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS TAKEN FROM
EXISTING SURVEYS AND TAX MAPS_
5, ELEVATIONS ARE BASED ON NAVD 88 OPUS STATIC CPS
OBSERVATION WITH TOPCON GR3 RECEIVER ON FEBRUARY 16 & 17,
2012. REFERENCE FRAME: NAD83; CORS96; EPOCH 2O02; GEIODO9.
LEGEND
mzzv
PROPOSED ASPHALT PAVEMENT
— _
- EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED DITCH/SWALE
EXISTING DITCH/SWALE
PROPOSED TOP OF BANK
--
EXISTING TOP OF BANK
PROPOSED CULVERT
L — —
— — PROPOSED DRAINAGE PIPE
—
EXISTING CULVERT
EXISTING WOODLINE
GAS GAS
PROPOSED PROPANE LINE
PROPOSED UNDERGROUND ELECTRIC
—w w
EXISTING WATERLINE
PROPOSED WATERLINE
PROPOSED GRAVITY SEWER
— —�—`Q— —
— — PROPOSED SEWER FORCE MAIN
,S l:Q
EXISTING FIRE HYDRANT
WV I I�
Val
EXISTING GATE VALVE
's•r�
PROPOSED FIRE HYDRANT
PROPOSED FIRE DEPARTMENT CONNECTION
®
PROPOSED WATER METER .
8
PROPOSED POST INDICATOR VALVE
PROPOSED GATE VALVE
0 CO
PROPOSED SEWER CLEANOUT
GRAPHIC SCALE
. ( IN FEET )
1 inch = 30 ft.
Map`b �'�' 1 Sco
�'v✓-7o�v��3/2
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #: 120008
Drawing #: 120008 - SITE PLAN
Drawn: ,ILE
Checked: KDH
Approved: SCR
Date: 4/10/2012
Sheet #: 9159
Scale: 1" = 30'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
UTILITY PLAN
SHEET NUMBER:
0
C40 -- 1 -

4" THICK 3000 PSI CONCRETE SIDEWALK — EXPOSED AGGREGATE FINISH
Y SLOPE 1/4" PER FOOT
2" TYPE SF 9.5A ASPHALT
6" ABC STONE BASE
COMPACTED EARTH
_ 6' ---r
2' 15 RE —BAR 5"
+ r r ••: s F. .
PRECAST PARKING BLOCK
NTS
CONCRETE SIDEWALK DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN (TYP)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TO PARKING STALL.
HANDICAPPED PARKING STALL
1:1 1:
EDGE OF SIDEWALK —
AS DIM'D,
ON
SITE PLAN
PARKING STALL PAVEMENT MARKINGS (TYP,)�
8.0 FT, WHEELCHAIR ACCESS AISLE
12 8
PLAN VIEW OF PARKING STALL(S)
DEPRESSED SIDEWALK
LEVEL WITH PARKING
VAN
ACCESSIBLE
MAXIMUM
PENALTY
$250
EDGE OF SIGN
UI,OS 20-37,6 ) CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED
I & RELATED DETAILS.
S
NTS
CURB DETAIL
NTS
9"
CHAMFERED EDGES
2" TYPE SF 9.5A
ASPHALT
16" ABC STONE
2" TYPE SF 9,5A ASPHALT MIX
..:: .:: ...... .: .......
)6OOQ00000000000D000000o00D�
0 0 0 0 0 0 0 0 0 0 0 0 0 c
) 0 0 0 D 0 0 0 0 0 0 0 0 0 6" ABC STONE
)00000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0
O D 0 0 0 0 0 0 0 0 0
0 0 00 00 0 0 0 0 0 0 0 0 v C
O O O O O O O D O 0 0 0
n n n n n n_ n n ,Q„��, n n0 r
12 OFFSITE SELECT BORROW
�r
'. r t• 14, _ _ c COMPACTED SUBGRADE
1 00% OF ASTM D698
-III—III-III-III-III-III-III-�
II��IIIII�IIIIITIIIITI111j1II�Irm-
LIGHT DUTY ASPHALT PAVEMENT
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT "STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION,
C.I. F, & G, - SHALL CONFORM TO
NCDOT STANDARD DRAWING 840.16
RIM ELEV.
(SEE PLANS) g"
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM,
PRECAST CONCRETE
:::::::::::::•:::•::::::::•::::::..........
::.:::............
SET MASONRY WALL FLUSH
==
W/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE & SIZ
INV. OUT
.:..............................
............................
:::::::::........:........::::::::::..•-.•..,.
INV. IN.....
...
SEE PLANS FOR SLOPE
m
.... I=1
:. .
...... ..... ..........................'.':: _
3000 PSI CONCRETE FOOTING
PARGE INVERT W/
1=1 I I-1I
1-1II-1I1-III—=1 LEI 1=1
i=1 I W/ 6x6x10/10 WWM
1=1II-
CONCRETE -- SLOPE TO
—� _III _II1=1II-I11_-
COMPACT SUBGRADE TO 95% OF ASTM D
CULVERT INVERT,
—III=111---
DROP INLET
NTS
2" TYPE SF 9,5 A ASPHALTJW
- /..' i `, • �..' :. + ,• ..
rr'24•.
M7.
�: :' •i' tit •`;;`•t': 6" ABC STONE
; '. • / .
a
7W
_� +`..
• 12" MAX
12" MAX,•4
s. + +'. !'. /:a + ., •,
36" MINIMUM COVER "aa
e:f
�,' t'• -
1• 4
,/ ••. f'•
►
e ..'. APPROVED OFF —SITE SELECT BORROW
•�• .4 •
i
w
•a1•
L
04
PIPE
,•4a
•
•
a
12" �
12"
�
PAVEMENT REPAIR DETAIL
NTS
CONCRETE APRON FOR DROP INLET
NTS
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #: 120008
Drawing #: SS DETAILS -CIVIL
Drawn: KWG
Checked: KHD
Approved: SCR
Date: 4/10/2012
Sheet #: 10159
Scale: NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE DETAILS
SHEET NUMBER:

1,
INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS, (SEE DETAIL)
2,
INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
` 3.
FILL THE EXISTING FIELD DITCHES, REALIGN SPECIFIED EXISTING DITCHES, AND
CUT NEW SWALES AND DITCHES. THESE SHALL BE COMPLETED AND STABILIZED
PRIOR TO CONSTRUCTION OF PARKING AND DRIVES AND ROADWAYS,
4,
INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5,
INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED STREET,
6.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR
SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR
FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HOW ZONES), AND
SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH,
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR
FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY WATER (HWQ)
ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES,
7,
MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
8.
ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES AND
RESTORE POND TO DESIGN DEPTHS.
CONSTRUCTION SEQUENCING
CONSTRUCTION
1, CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST,
4, SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH, FASTEN THE WIRE REINFORCEMENT, THEN THE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH,
5, WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART, SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE, SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING,
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER,
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH,
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10, DO NOT ATTACH FILTER FABRIC TO EXISTING TREES,
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED.
CONTRACTOR SHALL PROVIDE GROUNDCOVER (SEE SCHEDULE BELOW) (TEMPORARY OR
PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT, THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND
DISTURBING ACTIVITY INCLUDING CLEARING; SHALL CONTINUE DURING CONSTRUCTION AND SHALL
CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED.
COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS
SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR, THIS PARAGRAPH IS INTENDED TO
SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS, ORDERS,
RULES AND REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF
EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR, ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH
BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS,
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LF/ACREl
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
1, FROM SEPT, 1 -MAR, 1, USE UNSCARIFIED SERICEA SEED
2, ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3, WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR, 20 FEB. 15-APR, 30
FALL: SEPT. 1-SEPT, 30 SEPT, 1-OCT. 31
CONSTRUCTION SEEDING SCHEDULE
6" X 32" WIRE FENCE
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
_� 8 ',kpX
24"
MAX, HEIGHT
8' MAX, STANDARD STRENGTH FILTER FABRIC WITH WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WIRE FENCE
FILTER FABRIC
`4"
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED, UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS, THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET,
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5.000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1.000 LB/ACRE 10-10-10 FERTILIZER,
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH, ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER, MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY,
SECTION
SEEDING &MULCHING
TOF
TOP OF DITCH BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
12" THICK
r
PROFILE `CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
SILT FENCE DETAIL
NTS
PROPOSED DITCH
TOP OF BANK
TOP OF BANK
CLASS B EROSION CONTROLS 2
STONE - 12" DEPTH STONE BED TO BE LAID AT NON -WOVEN GEOTEXTILE FABRIC
2" BELOW DESIGN INVERT GEOTEX 801 OR APPROVED EQUAL
RIPRAP CHANNEL LINING DETAIL
NTS
TEMPORARY SEDIMENT POOL
TYPICAL DITCH OR SWALE�
CONSTRUCTION SPECIFICATIONS:
1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
Ll)TILNi E(I �f(}�I��
DRAINAGE, THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
150 US Hwy 158 E.
THE STORM DRAIN, PLACE THE BOTTOM ROW OF BLOCKS
PO BOX 339
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
Camden, NO 27921
OCCURS, IF NEEDED, GIVE LATERAL SUPPORT TO
338-291 3
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
(252)
THROUGH BLOCK OPENINGS.
[phone] fax
2, CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
www.hymanrobey.com
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
License C-0598
OPENINGS TO HOLD GRAVEL IN PLACE,
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
�H
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - NCDOT
#57 WASHED STONE
' `:.. ; :::
J .. , `' ^ ?•.
�;,., '• `�'
CONCRETE BLOCK
is '•t•• '>`�•
',:
1.0
•�.
srwY
e• 5!` ,
0,
,•tip•
'y.'.
' r•�'�•••••a,•••L•
PLAN VIEW
HARDWARE CLOTH - GEOTEX 2130
CONCRETE BLOCK
OR APPROVED EQUAL
TO BE PLACED 6" OUTSIDE THE
BOUNDARIES OF DRAINAGE BLOCK.
Zw REWATERING
I
GRAVEL FILTER - NCDOT
TT
iT^ '
.
G■■■■!I■■�'I■�i■■■■s7■!
�■■■■■�I,�171fi1711�■■� •-
Jonas MEN ■■I■■■ilifi■■i
11�■e■■■■■sl■■■i1i:!■�
�J����mu�nm'unwiuuum�il�llllllllllll�l,/�
NTS SECTION VIEW
BLOCK AND GRAVEL INLET PROTECTION
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN,
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY,
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY,
F
r Miy�M�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
FINISHED
GRADE -
0
1
1' SEDIMENT STORAGE
RIP RAP PAD PERMANENT
CLASS B EROSION WATER SURFACE
CONTROL STONEELEV. 10.00
TOP ELEV, 10.20
ELEV. = 6.5' 3.5'
BOTTOM ELEV. 5.5'
FOREBAY AREA CROSS SECTION
NTS
3
O
\ � 1
cow �\
�11
PIPE
FLOW INV CLAHE HEADWSS B RIP ALL
FILTER BERM NC
#57 WASHED STONE:
! 1! f f LI 11-I ���� 1THICK x
IME TORAH A 3' HIGH MIN.
�ll11111\
' CLASS B RIP RAP NOTE:
I I PRAP FILTER BERM
PERSPECTIVE VIEW (SEEBASINIOBELOW) UGH BASIN RDETAIAVEL L�IS (DESIGNED TO PROTECT
NO SCALE EXISTING PIPE INVERTS T DRAIN
10 OR LESS,
NC DOT #5 OR
FLOOD STORAGE #57 WASHED NATURAL GROUND
ZONE STONE OR NEW ROAD
AREA TO BE 3• PIPE EMBANKMENT
DISTURBED 1' INVERT RIP RAP
UT,. FILL. ETC.) HEADWALLSEDqq
STOIRAGE I
2'
\ \ FLOW
PIPES 36" AND OVER
FLOW
CLASS B FILTER REQUIRE DOT APPROVED
kl
_ RIP RAP FABRIC HEADWALL IN NEW ROAD
_ EMBANKMENTS
MAX. SEDIMENT DEPTH
OF 1.5' (CLEAN OUT POINT) SECTION THROUGH BASIN. NOTE:
DIMENSIONS ARE MINIMUM
FILTER AND CULVERT ACCEPTABLE UNLESS
NO SCALE OTHERWISE NOTED.
ACADEMI
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
120008
Drawing #:
SS DETAILS -CIVIL
Drawn:
KWG
Checked:
KHD
Approved:
SCR
Date:
4/10/2012
Sheet*
11/59
Scale:
NTS
REVISIONS:
NUM. DATE
DESCRIPTION
GRAVEL & RIP RAP HORSESHOE INLET BASIN SHEET TITLE.
NTS SEDIMENTATION & EROSION
CONTROL DETAILS
SHEET NUMBER:
C501

4v� 7��o3/z
1L VARIES
MINIMUM
PHYDRANT
N
18" DIA• 6" THICK
FINISH CONCRETE "DONUT"
I'
GRADE
5/8" DIA. TIE RODS VALVE BOX
36"
7 CU FT -� MINIMUM
CRUSHED
STONE no00 00 /^'^' 6" GATE VALVE
0000 000//
2000 000
00 20
O: ;CONCRETE THRUST
BLOCK PER DETAIL
0
12"
WATER MAIN
(SEE PLANS FOR LOCATION)
CONCRETE THRUST 12"
BLOCK PER DETAIL
CLASS 'S' CONCRETE
PER NC DOT
NOTES:
1• DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING
2. COAT TIE RODS & NUTS WITH EPDXY
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
4• ALL JOINTS SHALL BE MECHANICAL JOINTS
FIRE HYDRANT DETAIL
NTS
INSTRUCTIONS
1. REMOVE THE BODY FROM THE TOP OF
THE INDICATOR POST ASSEMBLY.
2. CUT THE REQUIRED LENGTH OFF THE
BOTTOM OF THE STANDPIPE FOR THE
"
GROUND LINE TO MATCH UP WITH
M
STANDPIPE GROUND LINE MARK,
I
3. CUT THE 1" SO. EXTENSION AT A
to
_
DISTANCE OF 9" ABOVE THE TOP OF THE
STANDPIPE.
4. SET THE "OPEN" AND "SHUT" TARGETS
FOR THE APPROPRIATE VALVE SIZE.
5. RE -ATTACH THE BODY TO THE TOP OF
THE INDICATOR POST ASSEMBLY.
6. ALL PIV(5) SHALL BE INSTALLED WITH AN
ELECTRONICALLY CONTROLLED TAMPER
SWITCH.
NOTE:
x=
POST INDICATOR VALVE SHALL BE
v
LOCATED AT A MINIMUM 40 FT
w w
FROM BUILDING
3" GATE
VALVE
ALLUMINUM HATCH WITH HOLD
OPEN AND LOCKING MECHANISM
BY HALLADAY, BILCO OR EQUAL
24" X 48" - 150 PSF LOAD RATED
3" WATER NW X 51 X 48"D (INSIDE DIMENSION)
METER PRECAST CONCRETEVAULT BOX
PROPOSED GROUND PROFILE
GROUND SHALL SLOPE AWAYFFROMVAULTBOX
l l 3" DUCTILE
IRON PIPE
to 1
M f
3" M.J, 90' BENDS AS
REQUIRED (TYPICAL)
5L P
PVC GROUT PVC
4" X 4" PRECAST J -W
CONCRETE SUPPORT
SEE PLUMBING PLANS
FOR CONTINUATION 2" SCH 40 PVC DRAIN
OF 3" LINE
3" WATER METER DETAIL
NTS
2" DIMENSIONAL LUMBER
AS REQUIRED - c
TREATED ONLY
MODEL: RHOMBUS CONTROL PANEL
EZ SERIES -SINGLE PHASE DUPLEX OR
APPROVED EQUAL.
I MITGni DAAIM /AI AMA OnV
KNIFE DISCONNECT
,NDUIT
ED
DICTATED BY
IITION OF NEC.
4L SERVICE
CONTROL PANEL DETAIL
NTS
ZABEL FILTER MAINTENANCE
SERVICE METHOD: REMOVE FILTER. INSERT
SPARE FILTER CARTRIDGE. HOSE OFF THE
CARTRIDGE INTO THE INLET END OF THE
TANK. REMOVE SPARE FILTER AND REINSERT
PRIMARY FILTER. DISINFECT SPARE FILTER
CARTRIDGE IN CHLORINE SOLUTION AND
STORE.
SERVICE FREQUENCY: INSPECT FILTER
INITIALLY EVERY 30 DAYS. ONCE 6 MONTHS
OF INSPECTIONS HAS PASSED FILTER
INSPECTION INTERVAL MAY BE ADJUSTED TO
INSURE PROPER MAINTENANCE.
1 1/4" SO.
6" DIA. 1' SQUARE
MAX.-10"
SHUT
EXTENSION
I
�
MIW=7"
BODY
dAA
STANDPIPE
(PAINTED RED)
GROUND LINE
V/d"
STANDPIPE
(PAINTED BLACK)
5-1 /8"
12" DIA.
POST INDICATOR VALVE DETAIL
NTS
TO RISER ROOM
oD °
WATER
18" DIA, 6" THICK
CONCRETE "DONUT"
BUFFALO PATTERN
TWO PIECE SCREW TYPE
ADJUSTABLE VALVE BOX
(5-1/4" SHAFT)
VALVE BOX
GENERAL NOTES
1, NO TREES. BUSHES OR WALLS WITHIN 5' RADIUS OF FIRE DEPT. CONNECTION
2. IF FIRE SPRINKLER DESIGN INDICATES DEMAND OF 1000 GPM OR GREATER, THE
UNDERGROUND FIRE DEPT. CONNECTION LINE SHALL BE INCREASED TO 6" DIAMETER
WITH A THREE WAY 2-1/2' FIRE DEPT. HOSE CONNECTION
3. LOCATE 5' BEHIND BACK OF CURB (IF NO SIDEWALK) OR 4' BEHIND BACK OF
SIDEWALK.
(2) 2-j"
FIRE DEPARTMENT (2) 2-}"
CONNECTION NST FIRE DEPARTMENT
CONNECTION NST
TOP VIEW TO FACE STREET
APPROVED CHECK
VALVE INSIDE BLDG.
(SPRINKLER ROOM)
SEE SHEET P-5
4" WRAPPED STEEL PIPE
PER FIRE CODE, C.O.S.
SUPPLEMENT AND of
A•W.W.A. "C" 150 i+] z GROUND
+ � LEVEL
I--- SEE NOTE 4
STREET 4" X 6" MJ
CURB z FITTING TO
ROOM 102
+ 2 IN BLDG.
10 LF 4" D.I. 5" C-900 PVC
THRUST BLOCKING
�n
2 0I 1/2" BALL DRIP VALVE
SIDE VIEW BACKFILL WITH 3/4" CRUSHED
ROCK, MIN. OF 6 CIF
CURB SIDE FIRE DEPARTMENT CONNECTION
NTS
4" THREADED
PLUG
18"
4" THREADED
6" + 4 ; FITTING •' ' e• '
w .. ,,
'. T
' CAST IN PLACE •
CONCRETE COLLAR + 0 fb 18"
CAST IN PLACE
4" PVC AS (2500 PSI MIN.) CONCRETE COLLAR
NECESSARY •
(2500 PSI MIN.) 10. .,
4" THREADED PLUG
FLUSH W/ CONCRETE
8" X 4" SANITARY TEE
SANITARY SEWER CLEAN -OUT
NTS
NOTES:
1, TAP SHALL BE PERFORMED IN THE PRESENCE OF A
REPRESENTATIVE OF THE WATER SYSTEM AND THE
ENGINEER.
2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT
100 PSI FOR 15 MINUTES.
BLOCK PER THRUST BLOCKING
DETAIL BEFORE PERFORMING TAP.
TAPPING SLEEVE ON EXISTING MAIN
TAPPING DETAIL
NTS
EXISTING GROUND
-VALVE BOX
TAPPING VALVE
Y Y R
Y Y R
N R R
Y Y Y Y \ R R
Y R R R R
Y R r Y Y Y R R Y R
w R w w w Y Y R
\ Y Y Y w Y w R R R
w w w w w \ R R R
Q Y R •
� R
GRIP RINGS MAY BE USED ON PIPE UP TO
PLAN 90' 12" IN DIAMETER IN LIEU OF BLOCKING. PLAN TEE
PIPE 14" AND LARGER SHALL UTILIZE
MEGA -LUG, STAR -GRIP OR EQUIVALENT
RETAINER GLANDS AND SHALL INSTALL
CONCRETE THRUST BLOCKING PER THIS
DETAIL.
R Y Y M
R M R R R• R
3" MINIMUM R R
R R R M R O N
Y R R \
R R R Y Y • Y Q
A R R R R R s e Y Y
R R Y R R Y • R
R R R R R R 3 7 MINIMUM
R R R • • "
04
" Y
R R w „ • "
R " R
Y R Y Q
A/2 MIN. R Y
SECTION 90" & TEE PLAN PLUG
f`nNC'RFTF TH!?I ICT RI nC K 4f HFrtl II F
FITTING
PIPE SIZE (NOM.
DIA. IN
INCHES)
2"
4"
6"
8"
10"
12"
16"
18"
20"
24"
TEE
1.6
1,9
2.8
3.8
4.7
5.9
7.5
8.5
9.4
11.3
90' BEND
1.5
1.9
2.8
3.8
4.7
5,9
T5
8.5
9.4
11.3
45' BEND
1,0
1 1.4
2A
2.8
3,5
4.3
5.5
6.2
6.9
7.7
22 1/2' BEND
•8
1 1.0
1,5
1 2.0
1 2.5
3.1
4,0
1 4.5
1 4.9
1 5.5
TABLE "A" DIMENSIONS (IN FEET)
NTS THRUST BLOCK DETAIL
NTS
JUMBO METER BOX 1-1/2" GATE VALVE (TYP)
(TYP) 1-1/2" 90' BEND (TYP)
"
CHECK "VALVE (TYP) FLAP STYLE 1-1/2 TEE
' '""'L"'"'I INiEFFLUENT FILTER IN
9.43 SEPTIC TANK SHALL
2" BE ZABEL A100 -
LIQUID DEPTH 8 X 18• CONTRACTOR
19" 11" MIN. . ~~- SHALL SUPPLY SPARE
CARTRIDGE. (SEE ZABEL
FILTER MAINTENANCE
4" NOTE)
60" C S HINES-STB-26 SEPTIC TANK
51" (OR APPROVED EQUAL)
BAFFEL 1500 GALLONS LIQUID CAPACITY
WALL 3000 PSI CONCRETE (DIMENSIONS
28" • MAY VARY).
67"
81'
SHORT SECTION 6" SCH PVC
6" SCH 40 SANITARY TEE
' • 6" SCH 40 PVC AS REQUIRED
121- A(LENGTH TO BE FIELD DETERMINED)
126"
_ ir-nn P_%A1 I tlkl 01717TIh TAAIV _.._.. ... - .._..._........_
NTS
20 1/2* CAST IRON
RINGS & COVERS
(TYP)
JUMBO METER BOX
1-1/2" CHECK VALVE
TOP ELEV. 12.50
" STAINLESS
r LIFTING
• S.S. FLOAT HANGER CHAIN
FLOAT CONTROLS
'd
PUMP POWER SUPPLY
DUPLEX RAIL SYSTEM
GROUT ALL PIPED
CONNECTIONS WITH
HYDRAULIC CEMENT f r-t-1/2" SCH 80 PVC
6" SEWER
FLOATS
(LEAD WEIGHTED)
(TIP)
C S HINES PT-62 PUMP TANK
(OR APPROVED EQUAL)
1450 GALLONS LIQUID CAPACITY
3500 PSI CONCRETE
50"(W)x101-1/2"(L)x67"(H) INSIDE DIM.
PUMPS - MYERS WGL-20
(3-1/8- IMPELLER)
(OR APPROVED EQUAL)
OPERATING POINT 12 GPM
O 22 TDH
8" #67 STONE
20 1/2" CAST IRON
RINGS & COVERS
(TYP)(SEE TOP VIEW)
3" SCREENED VENT
W/ SS STRAP
TOP ELEV. 12.50
NTS
-1-1/2 SCH 40 PVC
FLOW DIRECTION
OF FORCE MAIN
ALL PIPING WITHIN PUMPSTATION &
VALVE VAULT SHALL BE SCH 80 PVC
ALL VALVES IN PUMPSTATION &
VALVE VAULT SHALL BE TRU-UNION
SCH 80 PVC.
1-1/2" GATE VALVE
1-1/2" 90' BEND
ELEVATION OF INFLOW9.35
ALARM ELEVATION
8,00
LAG PUMP ON ELEVATION
7,50
LEAD PUMP ON ELEVATION
7.00
PUMP OFF ELEVATION
6.50
INTERMEDIATE GUIDE RAIL SUPPORT
(AS REQUIRED BY MANUFACTURER)
SS ANCHOR BOLTS AS RECOMMENDED
BY THE MANUFACTURER
FLOOR ELEVATION
4.52
30" MIN
COVER
1-1/2 SCH 40 PVC
1-1/2" TEE
CONTRACTOR SHALL VERIFY THAT ALL
COMPONENTS WILL FIT IN TANK/RISER AND
PUMPS ARE COMPATIBLE WITH POWER
SUPPLY, PRIOR TO ORDERING/PURCHASING
MATERIALS/EQUIPMENT.
FINISHED SUBGRADE
y,i t
swam Ar
ROB tu Y
+ + + + + + +
\/\ + + + + + + /01 SOWTIONS FRO€ THE GROUND UP
FINAL BACKFILL % + + + + + + \ \\//\\/ 1 O US Hwy E.
COMPACT TO 957L
STANDARD PROCTOR
\ \ \ \ � SLOPE SIDES AS NECESSARY PO Box 339
(FOR TRENCHES NOT \ \ + + + + \ FOR CONSTRUCTION Camden, NC 27921
UNDER CURNT.BAOR CKFILL + + + + + /\\
(252) 33;3-2913
PAVUSING ON -SITE + + + +
TSUITABLE RENCHES UNDER [phone] fax
SOILS. OR /�\/\\/\\ + + + + www.hymanrobey.com
CURB OR PAVED / `' LiCense C-0598
AREAS, BACKFILL ,\\ + +USING ONLY \\ \\ \
APPROVED OFF -SITE \\//\\ + + + +
SELECT BORROW.) + f +
+ + / //
1/2 OUTSIDE
DIAM. OF PIPE
#57 STONE BEDDING
CSTONE TO BE OMPACTED UNDER AND LY \\\��%\\ // //\ \//
BESIDE PIPE\\ \\\
//i //� /
OUTSIDE DIAM.
OF PIPE
6" 6"
TYPICAL SANITARY SEWER MAIN TRENCH
NTS
,n' on nw rM.A1 nMAMr no c' on nur
TRENCH WIDTH
PIPE SIZE
(IN.)
TI
'
6
10
12
15
18
24
q
TYPICAL TRENCH DETAIL FOR PRESSURE PIPE
NTS
18" DIA, 6" THICK
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE
BOX
EX. WATERMAN
CONTRACTOR SHALL USE
45' BENDS AS NECESSARY ro
STORM DRAIN
12" MIN. SEPERATION
p7 owcg T9 CON T
L COVER PROPOSED WATERLINE
NTH BAGS OF CONCRETE MIX, UNOPENED,
BY PLACING ONE BAG CENTERED
ON BOTH PIPES AND PLACING ONE BAG ON EACH SIDE .
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
CULVERT CROSSING DETAIL
NTS
18" DIA. 6" THICK
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE DITCH
BOX
EX, WATERMAN
CONTRACTOR SHALL USE / 30' MIN.
45' BENDS AS NECESSARY) 0 IKN7MDN CON
ALL BENDS RESTRAINED
HYDRANT
I
RISER AS
REQUIRED
ACADEMI
BLACK
BEAR
INN 2
SOUTH MILLS TOWNSHIP
CAMDEN COUNTY
NORTH CAROLINA
COVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED, Project #: 120008
THE ENTIRE LENGTH OF THE DITCH CROSSING. Drawing #: SS DETAILS -CIVIL
Drawn: KWG
Checked: KHD
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE Approved: SCR
SPECIFICATIONS, pp
Date: 4/10/2012
Sheet* 12/59
Scale: NTS
REVISIONS:
NUM. DATE DESCRIPTION
DITCH CROSSING DETAIL
NTS SHEET TITLE:
UTILITY DETAILS
SHEET NUMBER:
- .....C502
-

- � a �'. •�-� � (_ 7 .� !y, • � �r�� l -�.� � 1.--ate � -
p ' Z �v+l `7dCv o 3 IZ
1 \ Ix t,.a!,.f 1\4iI► Q 2006 ARCADES G&M, INC.
x 13. \ //1 t5� f2 '^ ' �� f'/yr``C�'� �\ p 1� o�./�{r it-fir-� �� ` 1 l� ,: I x 13.2 I /
I . x 1c ��� /) I ��\��
r�--\�Ii/ /1�x13.3 x,z.5 t-' NOTES:
I 1 / �1 V�\� \ \ !� l �! }f / �42} �� x 11.5 !
xt1.6 I I� x12. I!� J� \�� j _ �-��S t III
! I) 65 LF OF 36 CMP. L I+ / -�-, x f2t x,5.f r 11 \ \�L ( �r� 1 il1� 1 \`, t s . I( / t x f t / 1. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW
I ! I III I i I ,t-11.9 !/ x14.3 I� \ t1 �1 ='�.- o-\�� r"Ir `' t' ' '
PLACE IN DITCH. \ / ` J t \z ` i I 11 ! / x 12.9 ' / 1 DENSE TREES / BUNKHOUSE BUILDING PARKING LOTS AND RECREATION FIELDS
1 i ` / POND OUTLET. 18 LONG X 1 ► r 1 !_. y ) ( vt f x t3.3 ,. / 52 LF/OF 36 CMP. PLACE IN x 12.2 ` 1 /
INVERT TO PROVIDE I 1 / ( \ \ \\ '�' `` j ��r �� �Z \ '
I , i t �Il1l B �P.318" DEEP t� `B RIP \ �\ 1\ °i \ ` \ / J �" -' ( r AT THE EXISTING BLACKWATER FACILITY.
I I POSITIVE DRAINAGE, CJ \ \ x 1 r.2� TEXTi \ �� \\`\ ` `� ', r a Q l�� �- L�, _ ! f / _ -- DfTtF: INVERT' TO PROVIDE POSITIVE \
1 /
` r✓ J 1r x r' i , f z DRAINAGE, MINIMUM VIP x 122 \
t` MINIMUM 1 COVER. \�� �11 4APRON ON GEO FABR ` \ f/ /� r x _ 2. PROPERTY INFORMATION TAKEN FROM AERIAL TOPOGRAPHY
I �- l �'
62 LF OF 3 C M I. I I { 1 i ! ,-�� i� a� �� ��: w, �� ' _ ;� ._ SURVEY PROVIDED BY THE OWNER.
PLACE IN D HI - - Xs2., - _ ^- `" ♦ __ `___ _ / !
INVERT TOP D 1 I I } T x 12.1 - ~ 1t t`\0. ` \ �=�� \t ��l ��� - - x t - - f J x' ` ? �'- - _ - _�~ - 3. CONTRACTOR SHALL HAVE ALL ON -SITE UTILITIES LOCATED
POSITIVE D -�, x 11 `~ _ - - r - x r - BY UTILITY LOCATION SERVICE. NOTIFY OWNER OF ANY
MINIMUM I'X RI E' DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING WORK.
-22
XP
/ x : 2.2 n„ - - - _ - _ "- - - - - - - - _ - �''�- �r 4. COORDINATE LOCATION OF PROPOSED WORK WITH LOCATION
X43,. - - - Z-AQttATICXISHELF - -- - - -- - - -- -- - - - - - -- _ -- - - _ --- �-� _ - < - T- _ - - - - OF EXISTING PROPOSED UTILITIES AND OTHER SITE
l ; I I l I I ( INSTALL 2' WIDE -- - - - -- X t ��, SEE SHEET C2.03 - - - _ --- -- �- / i - - -- - i _ .w i _ _ �� ✓ L� r ENTS,
I �_ - IMPROVEMENTS.
\ E11 I BASE DITCH t2.2 o.� I
5. ALL AREAS SHALL HAVE POSITIVE DRAINAGE TO STORMWATER
' x t2.5 x 12.4 x i2.3 ,2.2 \ t1 I �/�` ' CONVEYANCE SYSTEM, AND AWAY FROM BUILDING.
EMERGENCY SPILLWA l` /
FF
x i2,6 x i ti f! r
1 1 I1 ! f SEE DETAIL ON SHE i h x 11.7 x 12.3 \
(I II f I ! ! x 12.1 x 12.4 C2.03 r* l !III r { } } T �j ! I� ` \ x 12.4 6. A PUMP MUST BE KEPT ON SITE FOR EMPTYING OF POND
l \ IN THE EVENT OF EMERGENCY AND FOR MAINTAINANCE
I � PURPOSES
11.5 f II II I r, .�I1 I t
BRUSH11 9 � � �
I + IIfI j I I x12.4 f T " �, " ; t I I x , x fz-� t x I` ,2.1 ! x 11.$ \� / x 12.1 I. BASIN/POND MUST BE CLEANED OUT OF ALL SEDIMENT AND
x 12.5
RETURNED TO DESIGN ELEVATIONS PRIOR TO USING AS A WET
� � \, x1 s\ i (r (� � z' / x,2a I I� � x11.7 � „�. �
I I I x 121 t \ ! x f�. 1 RISER BARREL X f2•_ / �- J x t 1.9 DETENTION POND.
\ I i III 1 P G EA x1, ' ! t STRUCTURE, SEE DETAIL I \ xt2.3
POND DRAINA E, x 1z.2 1 I ! I 1 ! ` �' 8. NO KNOWN WETLANDS EXIST ON -SITE.
x,z. POND DRAINAGE AREA �
ON SHEET C2.03 11.9
x12.1 x12.2 �� ` x11A j - - Y
I I III I I gRMANENT" r;It�SS SWALEI - J x12.1 I 'r x , 1 K 12.4 L - PERMANENT GRASS SWALE / - i x 11.8 i \ 1 I
l - �t /
y xt2. - �' � �` y `` xf2.4
I I I I! ,cam s �� t:r
x 11.6JUN 2 9 2C0u
IV X
\ x 12.6
x12.3 xt1,7 /
f YI#4 1. -# I } t STORMWATER DETENTION POND; SEE 12. 2 ! / t I ~ Z / I- ' x t2.3
4 RIM=16.00\ I YI#10 / x 12.4 ( x 12.3
' ` INV.=12.70 'x 12.a � r x 1 . _ f DETAIL 4N SHEET C2A3 � 4 x t 1.7 RIM=16.O0 I 12b'-12' x i t.s x 12.1 ` � J
I I I�I 120 -12 DPE PIPE I 41 5 -15 HOPE PIPE �'' j .2 f x 12.1 HDPE PIPE I
`-_NORMAL WATER SURFACE E�fAT]ON= � 185 -15 HDPE PIPE � INV.=12.70 � J ; �
( f J L' x _10.00 - X12.2 ' x1z-2 !~,i.0
I 1 i I I rt X 12.8 1 13 11.9 E I I I / l }
17 -. 1 1 I
l x
Yi#15 /_ { �}» - f2.1 _ -
\ I - �C'r i .SV ;12 F �. -#:; �-� ! X 11. x 0,..- I 1• i. r. - f ,
,I Y RIM=15. 0 -.;.;, OUTLET 1i tf.1 3 12 x;; RIM-15.5p11.s x 1-.8 , x� .8
\ I I I t '� HD E :PIP a�• x i x I
! I �• :< 65 -12 - i' E ., .w <;� 11.9
- , ' P •-,!
R. E IPE {
I{ - INV. 1 35 - INV.-11.75 �.. .:� ; : � INV.�13.35 -
\ I ;s s =5` 1 I x 12.1
HE3I'E :PIPE � � K
E 1
40 �"12- ; FIDP P1P -- -- D .w` _ )
E - ` - 4Q I2 PE Pi;;HDPE` PIPE :F ._ \ l C 28 JUNE 06 DIVISION OF WATER QUALITY RESUBMITTAL
X12.2 d�
RIM=16.0 _ _
E I I _ __ _ __ --_ _ __ ___f
1 - - _ --_ - - - IIVL- = p . RIM='iQ - - - _ .� - -
I - _ 10 B 2s MAY Ds DIVISION of WATER M ! _ _ _ ^s� - - - - - - - _ _ _ _- - TER QUAL" SUB ITTAL
_ NY - - - � --- - _ .� ---- - =
I 1 ! I - - _ _ - - -- .� - � ;�: _ ;� � - _ - � - INV.=i4.1
E 1 / ��- 4 :' Y F•
1 ✓
f
12 AQUA SHELF; A 19 MAY 06 ISSUED FOR REVIEW/BIDS
SEE SH C2.03 x 12.7 FUTURE CHAPEL AND
�5'12 PARKING LOT SITE
_ REV, ISSUED DATE DESCRIPTION
i I I aE j I t PE_ PIPE. _ POOL AREA; SEE ARCHITECTU r x11.9 - �4 i _ 1 `: HDPE PI x
DRAWINGS 1 x 2.8 12.1 12�
t ,,` ,. u x
III 4 1 95`-12"Ht PE PIPE r r- f r w 1� KEYPLAN
I Y12
t' I I ; I'► II I ti 95'-12' DPE PIPE 12.13
I
I I I { I I t #7 #T2 {
/ARRO YI 1 ; #6.. �' - - - _ _ IM 16:25 M 16 25 - i DRAIAG x 11.E
`!1 ITH ;` RIM 16:2 IM M25 ► /' #4 7_5 !I V.-1475 ARROW
NV 14 7 i '
1-1
f 1
xf2.1 II ill ! INV 14 \ - ,
I G� I I .: ; � •^ , �- �,• ,, ° , 1 � � �•r ° � , - TYPICAL
h' r: STORMWATER
I'I Ili x S. 1 , yt "`
r f, ; `
! �I I t f;�. .>3 `.,� ;,•!: - F T "r _'v .. _.r' ]__ . s /''. - _ e -.,i y _ NM CAPC
i\VfSTl� CAPC
;�- _ ' � - � :f.F'.�• 3.7.00-�-t��.�� '`;: MINA- - TC'��
PROJECT TITLE
x J V!
STORMWATER FOREBAY - _ r'
DI ,�
\ F 5 Y a Y x 12,
x 13.2 \ 1 ' - 4r. .. 2OLL I ,
' I /
p_ j I I I I I t I �9#11 fi \ 2.4 �` \ �i T4 Stormwa* Permit swe
• I '3. tll�� RIM=tS. 1 �iM=15.50 t x i .o _ _ !
I\ I x, 11J' INV.=13.35 "'` 1 - x 12.4 _ INV.=13.35
3 �62,LF OF 3 M; . b-
`:. PLACt IN D C . ' x 12.4 ' 12 AQUATIC SHELF; �
I l i I j "I
�S ANVOT TO D I 110'-12' SEE SHEET C2.03 12.7
POSI,TNE D��Nia I I �r 1 x 1 a HOPE PIPE 1 1 110 -•i
'MINIMUM 1;rC �. t 1! t \ HDP PE
I f ! } I Ij
I I P.O. BOX 1029
1 IilkED 1ILL I 1 d I 4 i I ! r MROYOCK, NC 27598
I I x t I I I - -` 252-435-2488
I I IIIIt Ili ' _ 68 LF OF 24' CM www.bkickwaterusa.com
I i _ _ l
x,3.1 _ ---UPSiREAM_INVERT=10.85 12 SHEET TITLE
NSTRE68 LF OF 24" CMP l - lNVEIT-10.50 x _ _ -
OUTLE-TINY. 11.75 , f - , - - UPSTREAM INVERT=10.85 I
MA�IENT GRASS SWALE � � ' DOWNSTREAM INVERT=10.50 46 PERMANENT GRASS SWALE OUTLET INV.�'T1.75 `-
BUNKHOUSE
L, l C3s' - _ - PO DRAINAGE AREA �z POND DRAINAGE AREA / - - --
'------- y-,�,«� - _ z _ --- _---- ---_-= �,�_=___ _________ `------ GRAD
ING AND DRAINAGE PLAN
I
STING fR-Ait7fAY x,8,6 x16.3 �� - - - - - - x 16.2 - 1 x15.B xf5.7 x 15.6 x 75.8 --x-
�BULL _- � ^`__ ---
_-.� - - - -.== T_== - - - -=- - --_--__- _----- `�-_.,-
C4 ARCADIS
-Q ... ...
- -- -- - _ -- - - - -- - , ^ -. - - PROPOSED ASPHALT SHALL
rm III I �= '0 - -- ---- --_ -__-- .----_.----------------------_.--------_.------ - MATCH TOP 01 EXISTING
ASPHALT; TYPICAL ALL DRIVEWAYS ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive, Suite 30O
V 0RGINlA - - - - Tel: [phone]
282 Fax: [phone]
r,�, l� r r r
- - - - - www.arcadis-•uscom
_� ORTf! _ _ - - _ - - - - - - - -- --- - - -- ---- - --- - _ --_ --- -- -
8-
� 3 �1 , -- V SEAL ,````,►►►►tit1CArRiii����� SEAL
y x 1 1.2 \ / x! f.a x11.2
i� N _ 2 497
WE
!.0••..
'44
JUN 2 9 2��6
SEAL NOT VALID UNLESS SIGNED AND DATED
a
rs " t PROJECT MANAGER DEPARTMENT MANAGER
♦ 1-y R. LEE R. KING
r � N
LEAD DESIGN PROF. CHECKED BY
M. M. DYDULA J. ALLEN
AD
` ' TASK/PHASE NUMBER DRAWN BY
r: o �
2 IV 00001 B. HARRIS
E 0 50' 100' 150'
PROJECT NUMBER DRAWING NUMBER
SITE
VICINITY MAP 1 SCE w FEET
N° '�-- NC406005.0000 C2mO2

O-)an 3 Soo 'ZD(a v3/z
Q co
Q 2005 ARCADIS G&M, INC.
KEY
DESCRIPTION
ELEVATION
Q
TOP OF EMBANKMENT EL
14.10
Q
RISER INLET RIM EL
10.75
Q
BOTTOM OF RISER EL.
4.50
®
INVERT OF INLET EL_ & DIA.
10.00. & 3"
Q
BOTTOM OF BASIN EL
5.50
Q
DIAMETER OF BARREL
30"
Q
LENGTH, SLOPE AND
INV. OUT OF BARREL
65'. 0.3%
9.75
®
EMERGENCY SPILLWAY EL
12.25
®
BERM ELEVATION
9.25
®
OUTLET PIPE INVERT EL
10.00
1[�
TOP OF RISER
12.00
TOP OF CONCRETE FILL
10.00
6" THICK CONC. SLAB,
W/ #4 BARS 0 8" O.C,
EXTEND BRICK TO FORW
COLUMNS AT CORNERS
"""""IE MANHOLE
FOR
:NANCE ACCESS
WA....I' CONC. BASE
8' (MIN.) TOP OF
EMBANKMENT
PROVIDE MIN 18" COVER FOR OUTLET PIPE
WITH CLASS 2 RIP RAP (TOP AND SIDES)
10' MIN. 1 SEE RISER DETAIL
8 3
DIP DRAW -DOWN PIPE 90' ELBOW AND SECTION OF
�1 PIPE - BELOW PERMANENT POOL ELEVATION. SECURE
SEE ANTI -SEEP COLLAR DETAIL, PIPES TO RISER WITH GALVINIZED METAL STRAPPING.
TWO REQUIRED
PROVIDE TEMPORARY WASHED STONE
FILTER AT DRAW DOWN PIPES
NORMAL WATER SURFACE ELEVATION
7,1
7 D POND
3 _
OUTLET PROTECTION U 5' MIN. �1 0.50% SLOPE 5
SEE SHEET C1.03 3' UT -OFF TRENCH POND BOTTOM
12' SHELF
DIP DRAW -DOWN PIPE - 90' ELBOW i
SECTION OF PIPE - BELOW PERMANE�
POOL ELEVATION. SECURE PIPES TO
RISER WITH GALVINIZED METAL STRAPP
FOREBAY BERM, SEE
DETAIL 4 ON THIS SHEET
OMPACTED STRUC
9 FILL IN BERM
FOREBAY
y
3 �1 �
COMPACTED STRUCTURAL FILL 1.0'
MIN. BASE THROUGHOUT POND.
44' (INSIDE DIM.)
EAST RISER SIDE M
12' SHELF
1
". REBARS ON 4" CENTERS,
,IZONTALLY AND VERTICALLY,
ICAL
SIDES TO HAVE OPENING
PT
3 j
AQUATIC VEGETATION ON 12' SHELF
1� `6 SHALL BE JUNCOS EFFESUS (SOFT
RUSH) PLANTED AT 18" SPACING.
WET DETENTION POND/TEMPORARY SEDIMENT BASIN
C2.02 NO SCALE
f
Wob NORMAL WATER SURFACE ELEVATION
1 '
AQUATIC VEGETATION ON 12' SHELF 6 3 POND
SHALL BE JUNCUS EFFESUS (SOFT - - 1 5
RUSH) PLANTED AT 18" SPACING.
COMPACTED STRUCTURAL FILL 1.0'
MIN. BASE THROUGHOUT POND.
WET DETENTION POND CROSS—SECTION_
C2.02 NO SCALE
NOTE. SEE SHEET C2.02 FOR RISER LOCATION.
12' SHELF
1
P `AQUATIC VEGETATION ON 12' SHELF
6 SHALL BE JUNCUS EFFESUS (SOFT
RUSH) PLANTED AT 18" SPACING.
DETENTION POND MAINTENANCE PLAN
AS A MINIMUM THE FOLLOWING MAINTENANCE ITEMS SHALL BE PERFORMED:
1. GRASSING AROUND ANY DETENTION/RETENTION FACILITY SHALL BE MAINTAINED TO PREVENT THE EROSION OF THESE
AREAS. THE AREAS SHALL BE PERIODICALLY MOWED TO MAINTAIN THE AESTHETIC QUALITY OF THE SITE AND TO PREVENT A
REDUCTION IN CAPACITY OF THE STORM WATER SYSTEM. GRASS ON SLOPES SHOULD NOT EXCEED A HEIGHT OF 15 INCHES,
2. OPEN DITCHES SHALL BE KEPT FREE OF UNDESIRABLE GROWTH AND MOWED OR MAINTAINED TO THE DESIGN
CROSS—SECTION AND AREA AS SHOWN ON THE STORM WATER MANAGEMENT PLAN APPROVED BY THE CITY AND ON FILE IN
THE OFFICE OF THE CITY ENGINEER. GROWTH ON THE SLOPES AND BOTTOM SHOULD NOT EXCEED A HEIGHT OF 8 INCHES.
3. LANDSCAPING OF THE AREA AROUND THE DETENTION/RETENTION FACILITY SHALL NOT REDUCE THE CAPACITY OR BINDER
OPERATION AND MAINTENANCE OF THE STORM WATER SYSTEM.
4. THE FACILITY SHALL BE ROUTINELY CHECKED FOR AND CLEARED OF ALL ACCUMULATION OF DEBRIS AND THE
DETENTION/RETENTION FACILITY OUTLET STRUCTURE CLEARED OF ANY BLOCKAGE THAT IS PRESENT.
5. STORM DRAINAGE PIPES AND CULVERTS SHALL BE PERIODICALLY INSPECTED FOR DEBRIS AND SAND BUILD—UP. THEY
SHALL BE CLEANED AS NECESSARY TO PROVIDE FOR THE FREE CONVEYANCE OF STORM WATER AS DESIGNED,
6. THE DETENTION/RETENTION FACILITY SHALL BE MAINTAINED AT THE DESIGN DEPTH AS SHOWN ON THE STORM WATER
MANAGEMENT PLAN APPROVED BY THE CITY AND ON FILE IN THE OFFICE OF THE CITY ENGINEER. THE POND SHALL BE
INSPECTED ON A REGULAR BASIS BUT NOT LESS THAN EVERY SIX MONTHS. DEBRIS AND SEDIMENTATION SHALL BE REMOVED
IF:
(A) THE PRIMARY OUTLET CAPACITY IS IMPAIRED AND/OR
(B) THE DEPTH OF THE FACILTY IS MORE THAN ONE FOOT ABOVE THE ORIGINAL FACILITY DEPTH OR FACILITY
VOLUME IS REDUCED BY 25% OF THE DESIGN IMPOUNDMENT VOLUME.
7. LANDSCAPING SHALL BE MAINTAINED TO ENSURE THAT LANDSCAPE MATERIALS LIVE AND PROSPER.
8' (MIN.) LEVEL
' """ """"" SPILLWAY PROFILE
18" DEEP CLASS 2 RIPRAP 10'
TOP OF DAM, TYPICAL
KEY IN FlLTER 2 2
FABRIC, TYPICAL 1 1
BOTH ENDS
BMW
'qFMILTERFABRI6
SPILLWAY CROSS SECTION f
r21 SPILLWAY DETAILS
C2.02 NO SCALE
PLATE
DETAIL AA
BOLTED CONNECTION WITH GASKET
`31 ANTI —SEEP COLLAR DETAIL
C2.02 SCALE: NONE
NORMAL WATER BLACK 30 MIL HDPE LINER (RUFCO 3000 B OR EQUIVALENT)
SURFACE ELEVATION
6" - 8" RIP -RAP
f FOREBAY BERM
1
POND
c
FOREBAY
NOTE: SEE SHEET C-2.04A FOR EXTENT OF
RIP --RAP IN BERM.
FOREBAY BERM —RIP—RAP SECTION
C2.02 NO SCALE
C 28 JUNE 06 DIVISION OF WATER QUALITY RESUBMITTAL
B 26 MAY 06 DIVISION OF WATER QUALITY SUBMITTAL
A 19 MAY 06 ISSUED FOR REVIEW/BIDS
REV. ISSUED DATE DESCRIPTION
;�►Ti
PROJECT TITLE
BLACKWATER
P.O. BOX 1029
MOYOCK, NC 27598
252-435-2488
www.blackwateruso.00m
SHEET TITLE
BUNKHOUSE
STORMWATER POND
DETAILS
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607
Tel: [phone] Fax: [phone]
www.arcacris-us.com
SEAL I SEAL
2497
ii�lliiurrr►►►►►►�
SEAL NOT VALID UNLESS Steam AND DATED
PROJECT MANAGER
DEPARTMENT MANAGER
R. LEE
R. KING
LEAD DESIGN PROF.
CHECKED BY
J. ALIEN
J. BECKMAN
TASK/PHASE NUMBER
DRAWN BY
00001
M. DYDULA
PROJECT NUMBER
DRAWING NUMBER
NG406005.0000
C2mO3