SW7070411_APPROVED PLANS_20070618

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW zo-l-o�
DOC TYPE
❑ CURRENT PERMIT
FAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�����
YYYYMMDD

SOURCE
I
N.C. HWY 615
APPROX.
500 Fr. SITE
V/C/N/TYUAP
LEGEND
O
ECM
EXISTING FOUND CONCRETE MONUMENT
O
EIR
EXISTING FOUND IRON
REBAR
O
EIP =
EXISTING FOUND IRON
PIPE
O
NIR
NEW SET IRON REBAR
®
POINT
- NO MONUMENTATION
FOUND OR SET
O
SPK -
NEW SET P.K. NAIL
O
EPK -
EXISTING FOUND P.K.
NAIL
NEW IRON REBAR SET
t a,
NORTHERN EDGE OF CONEX
IS 0.10' NORTH OF PROPERTY
LINE.
NORTHERN EDGE OF C01
IS NORTH OF PROPERTY
LINE AS SHOWN.
NORTHERN EDGE OF
IS NORTH OF PROPE
LINE AS SHOWN.
EIR
INSET
SCALE: 1"=33.33'
7'
8.36'
D.B. 586, PG. 25
REFERENCES
D.B 128, PG. 527 S 07'16'03" W
D.B. 189, PG. 527 29.94'
D.B. 189, PG. 38
D.B. 485. PG. 675 FOUND 1
D.B. 365, PG. 112 BENT PIPE I
D.B. 275. PG. 299
D.B. 83, PG. 105
D.B. 83, PG. 596 I
D.B. 586, PG. 25
P.C. D", PAGE 240
M.B. 1, PAGE 92
NOW OR FORMERLY I
CAPPS CREEK HUNTING
AND I
FISHING LODGE, INC.
SECOND TRACT
D.B. 189. PG. 38
j� I
I �
m
)METAL�N'�' w
j 3 W N
0 -a I
17.9'x8' META 3 w
CONEX ] 4� 0
6 W
69
OL
H'X1 1.6' I
o a '
II
NORTH DEED BOOK 586, PAGE 25
CAPPS CREEK HUNTING
AND
NIR FISHING LODGE, INC. I
D.B. 189, PG. 38
S 07'11'17• W I I
488.61' iTOTAL)
AREA
423,274 SQUARE FEET
OR
9.717 ACRES*
BY D.M.D.
NOW OR FORMERLY
CAPPS CREEK HUNTING
AND
FISHING LODGE, INC.
SECOND TRACT
D.B. 189, PG. 38 I
EIR
FOUND STA. 8+82.70
N.C. HWY. NO. 615 N 03'12'32" W
_ CtT 30.41'
( 60' PUBLIC R/W ) 5 51'S3'54' E
39.18T
FOUND P.K. NAIL
IN CENTERLINE
OF ROAD
NORTH CAROLINA, CURRITUCK COUNTY
I, __ REVIEW OFFICER OF CURRITUCK COUNTY
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
TH M. SEYMOUR, CERTIFY THAT THIS PLAT WAS DRAWN BY ME FROM AN
ACTUAL E FIELD LAND SURVEY MADE UNDER MY SUPERVISION DURING DUNE. 2006: THAT O'Y\1,CA!?O",,
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED LINES PLOTTED FROM 11%-'\ ( '",
INFORMATION FOUND IN DOCUMENTS LISTED UNDER REFERENCES: THAT THE DEED •t:~S,j'••
DESCRIPTION FOR THE PARENT PROPERTY IS LISTED UNDER SOURCE OF TITLE,: THAT O • •E Sy "'
THE RATIO OF PRECISION IS 1:10,000+ ; THAT ALL AREAS ARE CALCULATED BY D.M.D.: 2 ' '; T
THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH GS 47-30 AS AMENDED, SEAL .••
WITNESS MY ORIGINAL SIGNATURE, REG. NUMBER, AND SEAL THIS 3 R� DAY OF !L_3129
AUGUST 2006. �� ��,y
�t. C 3 n o G tiF y�10 c
KENN�YMOUR, PL -3129 —_ ATE' •
KMS
N 03'12'01' W - 454.46'
S 03'08'32" E - 502.51
NEW
IRON REBAR SET I
/SEE INSET FOR DETAILS I
LOT "E" I
JERRY L. FEREN ET UX
WALTER D. KELLEY
I
EIR -� \
AND
1
HENRY�
3 /
M.B. 6, PGA. 28I
P.C. W. PG. 240
O
I
I
I
EIR
STA. 2+01.87
W 40.50' LEFT I
� I
IQ
st STA. 2+79.53
I 40.21' LEFT
^
_
"D"
I
LOT
JERRY L FEREN ET UX
Q
WALTER D. KELLEY
I
b
AND
HENRY L. SWANNER
�
I EIR
M.B. 6, PG. 28 I
P.C. "D", PG. 240
STA. 4+26.53
I
e 39.88' LEFT
I
LOT "C"
I
JERRY L FEREN ET UX
=
WALTER D. KELLEY I
AND
I
HENRY L. SWANNER
M.B. 6, PG. 28
I
P.C. b", PG. 240
EIR-BENT -
C STA. 5+73.63
I
40.18' LEFT
VI
I
I LOT "B"
Q
JERRY L. FEREN ET UX
I LOT "A" I
T I WALTER
JERRY L. FEREN ET UX
ANDKELLEY
J HENRY L SWAN NER
I WALTER D. KELLEY I
I M.B. 6, PG. 28
AND
HENRY L. R
P.C. "D',, PG. 240 IM.B.
m
PG. 28
I
I
I
P.C. "D , PG. 240
I
I
IR-BENT I
I
STA. 8+51.70
C4
0.12' LEFT_
N.C. HWY. NO. 615 _
( 60' PUBLIC R/W )
FOUND COI
MONUMENT
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
S 45'06'52" E
44.16'
FOUND P.K. NAIL
IN CENTERLINE
OF ROAD
I, KENNETH M. SEYMOUR. PLS-3129, CERTIFY,
A. THAT THIS IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN THE AREA
OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND.
B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT RECULATES PARCELS OF LAND.
CO. THAT THIS PLAT IS OF AN EXISTING PARCEL(S) OF LAND.
D. THAT THIS PLAT IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY OR OTHER EXEMPTION TO THE DEFINITION OF SUBDIVISION.
E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT I AM UNABLE TO
MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY AS TO THE PROVISIONS
CONTAINED IN (A) THROUGH (D) ABOVE.
RECEIVED
JUN 14 2007
DWQ-WARD
BOUNDARY SL'R V4-Y FOR DATE DRI I$
06-30-06 KMS
KNOTTS ISLAND �OL UNTEER CHE(KED " PROIED
KMS KMS
FIRE DEPART ENT, INC SCALE PROJECT = nd Consri frog
I-RUIT'VILLL- TOHiNSHIP 1'`100' osooas.l surveyors s
OR9 Wf.'�'U u
0
CURRI MCA' COUNTY 060085-01-BD1 150 A CS HIll* 158 E
NORTH C iROLINrI SHFFT' Camdoi, korth ( aro r u zw 1
COPYRIGHT 2006 1 of 1 1152) 338-2913 (15d) 335-1888

SITE DATA
1. OWNER:
SR-1299
KNOTTS ISLAND VOLUNTEER FIRE DEPARTMENT, INC.
P,O. BOX 115
KNOTTS ISLAND, NC 27950
PIN # 0076-000-0234-0000
615 y CAPPS
327 KNOTTS ISLAND ROAD, VACANT LOT
o CREEK
LN. SITE
DEED BOOK 586, PAGE 25
CONTACT PERSON:
EHEAD CT.
DAN SCANLON
-1256
[phone]
2. LOT COVERAGE: THIS SITE IS 9.72 AC
BUILDING 15,249 SF = 3.60%
VIC/N/TYMAP
PROPOSED PARKING/DRIVES 44,206SSF = 10.44%
1v75
PROPOSED SIDEWALK 1,051 SF = 0.25%
TANK 661 SF = 0.16%
OPEN SPACE 354,857 SF = 83,847
TOTAL SITE 423,273.95 SF = 100%
ALLOWABLE COVERAGE IN
A ZONING DISTRICT = 307 OR 126,982 SF
PROPOSED COVEREAGE = 16.16% OR 68,417 SF
3. PARKING:
2 FULL TIME EMPLOYEES
25 VOLUNTEERS
TOTAL SPACES REQUIRED = 15
PARKING SPACES PROVIDED = 39
APPPOVED
4. SHADING REQUIREMENTS:
NORTH CAROLINA E).:..- +1^FM�
(CONC. & ASPHALT AREA) X 0.20 = 8.841 SF
MANAGEMENT CO:cL,.
(207 OF VEHICULAR AREA)
DIVISION OF WATER C - _ITV
w
Date L(g °%
' J r
LO
810mmaw permit Na Sri '7 07 9 of ( I
,tit r .
r
r
SHEET 2
SHEET 1
w.I
INV=7.50
NOTIFY 1' 1 R i
ULAT =' l
1-800-632-4949 1
FOR LOCATION OF EXISIING '
UnLIIS
N
ml
t<
U
CAPPS CREEK HUNTING
AND FISHING LODGE
D.B, 394 PG. 836
ZONED: A (AGRICULTURAL)
FUTURE PAVED AREA
7,250 SF X 0.20 = 1,450 SF
SHADING PROVIDED = 10,970 SF
- 4 LARGE TREES - INTERIOR
- 23 LARGE TREES - PERIMETER
5. SITE IS ZONED: A (AGRICULTURE)
6. SITE IS LOCATED IN FLOOD ZONE "X"
ACCORDING TO FIRM MAP NUMBER
3721900200J, DATED DECEMBER 16, 2005.
7. STRUCTURAL SETBACKS:
FRONT R/W = 50'
SIDE = 15'
REAR = 25'
VEHICULAR SETBACKS:
FRONT R/W = 20'
SIDE & REAR = 10'
8. BOUNDARY INFORMATION TAKEN FROM A
BOUNDARY SURVEY ENTITLED "BOUNDARY SURVEY
FOR KNOTTS ISLAND VOLUNTEER FIRE DEPARTMENT, NC"
COMPLETED BY KENNETH M. SEYMOUR DATED
JUNE 30. 2GO6.
9. DISTURBED AREA = 217,219 SF
10. LANDSCAPING:
TYPE "C" BUFFER YARD REQUIRED
ALONG SOUTH SIDE AND FRONT
PROPERTY LINES.
TYPE "A" BUFFER YARD REQUIRED
ALONG NORTH SIDE.
As
550 GALLON
GREASE
INTERCEPTOR
<1
x
0
6' DIAMETER
PUMP STATION
1,000
GALLON
SEPTIC
TANK
� U
4
LEGEND
`ob
EXISTING UTILITY POLE
DRAINAGE AREA
EXISTING ASPHALT
S5q
RED MAPLE
PROPOSED LIGHT DUTY
ASPHALT
PROPOSED CONCRETE
CRAPE MYRTLE
PROPOSED HEAVY DUTY ASPHALT
®
INDIAN HAWTHORNE
-OHP
OVERHEAD POWER
YAUPON HOLLEY
®
PROPOSED CHECK DAM
❑T
TELEPHONE PEDESTAL
©
DOWNSPOUT DRAIN DIAMETER
RIP -RAP
xIMO
EXISTING GRADES
a,---9.85
PROPOSED GRADES
DROP INLET PROTECTION
- - 9A ----
EXISTING CONTOURS
9 PROPOSED CONTOURS
EXISTING DITCH
- - - - - - - - PROPOSED DITCH
LIMITS OF DISTURBANCE
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 3.
DRAINAGE CALCULATIONS
PRE -CONSTRUCTION
POST -CONSTRUCTION
Q = CIA
Q = CIA
A = 3.58
A = 3.58
C=0.35
C=0.65
1=5.51N/HR
1=5.51N/HR
Q = 6.9 CFS
Q = 12.8 CFS INTO POND
PEAK DISCHARGE
FROM POND = 4.85
Q TOTAL = 6.9 CFS
Q TOTAL = C85 CFS
STORM WATER MANAGEMENT CERTIFICATE
I, OWNER/AGENT DO HEREBY CERTIFY THAT I WILL DEVELOP THE
PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS WHICH WILL BE CONSTRUCTED OR MAINTAINED
SO THAT SURFACE WATERS FROM SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND
CHANNELED ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH VOLUMES AS TO
CAUSE SUBSANTIAL DAMAGE TO SUCH LOWER ADJACENT PROPERTIES. IN ADDITION, THE DEVELOPMENT
WILL BE CONSTRUCTED OR MAINTAINED SO THAT IT WILL NOT UNREASONABLY IMPEDE THE NATURAL
FLOW OF WATER FROM HIGHER ADJACENT PROPERTIES ACROSS SUCH DEVELOPMENT, THEREBY
UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO SUCH HIGHER ADJACENT PROPERTIES.
DATE: OWNER/AGENT
/
_ LINE
1�
L�
1
' t
\
o
/,.r
- -'/< ';
°
8 HOLE (MIN.)
-a
` _
y,
FIRE DEPARTMENT
° °
e
DISTRIBUTION BOX
/P.
TURN AROUND
a °
3X
INV.=8.35
8 HOLE (MIN.)
(
20 LF 4"
DISTRIBUTION BOX
o
10
/I
'
INV.-8.40
SCH 40 PVC
I
I /
,.
"° °
11. 5
20
LF 4"
O ,•
a
SCH
40 PVC
+1
10
° °
d
r,r9�
4- 0.54%
SLOPE
_ 10
085% SLOPE
50 LF 15" CMP
1
INV.=9.60 145 LF i�/t DITCH HP INV. IN-8.1 e
SUPPLY LINE INV.=10.00 INV. OUT=8.00 / , tiY .aa ✓/ 1
SUCTION HOSE CONNEC710N
11.00 11.00 11.25 11.00
'
'•' iii INV. IN=8.75 - r/r.9i// INV. IN=8.05 -a DROP INLET C
23 LF 12" CMP INV. OUT=8.15 ii�iii r INV. OUT=8.05 rr i,r>,,,,,d r/ INV. OUT=7.95 i r-uii ;;, .t,,4 / y ./rr„ RINIM = 11.17 INV. IN=8.35
V = 7.95 I I
INV. OUT=7.95
24' ° ° 5° �11.25 r I
�a' ° rr 'iii ✓y/////./ ,i � /r,ii./iiiiii�iisii n° °/I ° ° - /lrr..ii/r!/, .
21M = 11.25 iii �.. iii.`ii i-�/dvi// rii6 irr✓/„/„r. °
' rr//// •dr/r rrr,er.//e//r/e/.. ° 27 LF 12" CMP
NV = 8.15 ''iii/ir,ii. iii /n.r,..,, ...INV. IN=7.95 ,
a
a ° ° ° ° °
iii °11.35 ° o
..... (SEE DETAIL SHEET 4) :INV. OUT=7.90 1.35 ° a I , ��t / oz '� . 1
l fliid,•/ 6rrirv,r °11.35 '
1 I I
/.rf,: "11.45 54 LF 16" CMP ° \ ° / J
.9'i9 INV. IN-7.90 354 / ,'•
' ' •,// - '"% CD DROP INLET D 1 DROP INLET E 10.95
v"'/•• // " INV. OUT=7.80 'INV.-8.65
m s- _ � •i /../ ... RIM=10.75 1 RIM=10.75 354 T I � ' 1
$ii 9/i 9. oy4 a I GENERATOR I INV=7.90 NY=7.80 RIP -RAP APRON saw _o
d LLOCAl10N l r,...
�J \�
7f � 707 707 707
v
, O 1
APPROX. LOCATION -a. 5' CONCRETE SIDEWALK 1.75
69 LF 18
w ' CMP - r `,'S' (J/ J El
of 111.75 11.75 ® 11.70
�ii •.... .iii f ° (3) A/C UNITS j� m� INV. IN=7.80
1 INV. OUT=7.65
, 1
wait ° h KITCHEN 101 ® ® ® I r i� 48 LF 15" CMP I 1
WASTE 1 INV IN = 8.10li I
63. 33' � �X1 354 r INV OUT = 8,00 ) o
RESTROOM © ® ® I , �
WASTE 1 id
20' 1 24'--1--20' t 354 354 A
PROPOSED O
FIRE STATION
9,129 SF I 4 1 DROP INLET F -- DROP INLET G l a �' �I F 1
\ Q RIM=17.00 RIM = 11.00 n r rnl 1 I
° a - 11 INV=7.95 INV = 7.65 ' c� 4 a 1 '
\ NOTE,• BUILDING SHOWN
NOT TO BE USED FOR h - w @) 354 ' m
\ FOUNDAAON STAKE -OUT.
ARCHITECTURAL PLANS \ ® ® 64 LF 15" CMP Z I �� r TO BE USED. �''' O INV" IN-7.95
9 U I 6 1 INV. OUT=7.65
I I \ z 1 FUTURE
INV.=8"65 PARKING © '
ROOF OVERHANG I O 1 10.50 (m 11.00
i / I
78 LF 24" CMP /
© © INV. OUT=75 ® +. i '� 2
\ i Y r
INV. OUT=7.50 354 354
INV.=7.25 rn 7 I ' INV.-8.35 I
2" GAS LINE 1 /
20' FROM LP TANK
4600,
�. �w 1 ' 1 i
�� o 11.90 -G 5400 h -- o0y�f'' ® r9 ' - ' t /� / - ' ALFRED & JANICE O'NEILL
I 11 Co a: ' 0 0 n _ _ , _ a 11.75 11.75 11_75-� , INV.=7.50 r ( / . 1. 1 D.B. 275 PG. 299
a� _1a:9jrj�/r/ /,/ . 1 -� �- s ZONED: A
Co ...... . ° FLAG POLE ` �-11.75 11.75 `�` (AGRICULTURAL)
° . / Y -/r/, a -'a _ 35= 354 354 �L 354 , ' ` , ' ..
C ` ,•� _ ° a v �/a F 11.75 11.75 11.75 F �y¢yyy4y , O 8
jAN' r' da. a " ° a� ,a /i/air - �` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _10
cc
� �NQ 1XV WATER SUPPLY /n'i, '�'i','/ir NN 9
�•!i.ria .'/" xZ - .. - - . ... - - - ... - .. .. _ + if 7} 2/ I '
t ,I7.5- c,, ' O 1 1 I I
Yi ° 8.20 - 1" STORAGE O. .I J Q
FIRE DEPARTMENT i•./r, Y/ s9r/ i O, J '•.' I
TURN AROUND /,ii • ./ ,a J , '
ROPOSED WELL LOCATION354
50' BUI NG SE-TBA_C 10
',!�• _ - -10.55W
- - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ -
- - - - I I I
' � ° � ii� /,iii ° 24' °a + 1 PP = 7.5 �
CONSTRUC110N JOINT " °' , I _ 1 9,925 SF SURFACE AREA i 10.50 11.00
a 2.5
�S<o c> 11 I
(TYP - 20' SPACING•) r .,+ / •�. ! I 4
1 •.. r 3.5
10.05 r 4.5 4.5 r l _ +
5.5 5.5 / L!•! 1 I
5.63 APR 1 7 2007
1 r . BEG. SWALE °� �y'y'•/ >riiY BUILDING SIGN °
INV.=8.95 ,4i ..i i ..iv40i, 6.5 6.5 r +. '.
20'_ CLE SETBACK ... .. - m .
///}- �"/ Y/// f /i/ .e /fd dJ%i" �•r9////./y- � _ 6.D 1. .' 1 I
-.v„i /,. ,pir • '' / i/ ii" .iii%,q. .,. _ / 1
Viii /rr""'i, •/, �/i '/9/ yi/'/iq i `r t'
10' X 35' SITE 354 '°/• ./ °.. // < „ "i/ 354 9 .
10 I,
�
TYPE �~FFERYARD
NO3'12'01"W
03'12'01" _
/ s° INV. IN-6.35 7 ° \° '6//r.r - /./,/ir./r/.: 8 / I _
EX. 33 LF 24" CMP INV. OUT=6.25 - - .. _ - . - a - """""r,. _ .. 50 LF 18" RCP 9.25
9.2
_ _ FLAT 6.40
INV IN = 6.76 - --q - �� - - -g - - .:..,%i00- --- CLEAN OUT EXIS - - - -�- 7 - - - y / EX. 33 LF 15" RCP
INV OUT = 6.32 - - - - - - ANT EXISTING DITCH FLAT ®6.35-8- �-' °-�- - - s-,T/,=>-,-ri,--- -8- �dG DITCH FLAT gi 6.35- -- NV IN = 7.63
°.. °- a ° 100 LF 18" R z �ii-i..' .. /' --
gi
(TO BE REMOVED) -8- - INV. IN=6.35 gam.+°::" /-ux:'.-' a-
,.. r-_'.- - . _ -^'-�- - - -,:. s _ a,:":.. ° INV. OUT=6.35 .,: a •....../t !. -.Y--
•m, EX. 18 LF 15" RCP - _ -_ -- .- - - - - -
., ..--.,T.--_,_-'' :�.w--•�- .-+�,. �..->-- 1-'._ -.-. '.+-.*-,.•e:-- `'r .`l-, fr/ix+e„a -f,.t t-a�r, au - �-
8l INV OUT 7.56
INV IN = 6.87 � - - - - -
+ - 40 LF 35"X24" I INV OUT = 6.85 - - - - - - - -
ACH PIPES -�� - -g- -- MATCH EX. EDGE OF
(TO BE REMOVED) MATCH EX. EDGE OF PAVEMENT ELEV.=±&85
SEP D 6.25 NC 615 - KNOTTS ISLAND ROAD - 60' R/W __ 2G' X 5D' TEMPORARY ENTRY GRAVEL --
SEE PAVEMENT I - / PAVEMENT ELEV.-t8.85 - �9= CONSTRUCTION ENTRANCE
TBM - PK NAIL
IEPAIR DETAIL) I ELEV - 9.25 (SEE DETAIL SHEET 4) -
XX
GRAPHIC SCALE
EX. 18 LF 15" RCP EX. 24 LF 15" RCP ---�- a �� \ _ -�- -
�' INV IN = 7.35 -g- 20 0 70 20 40 INV IN 729 w 9� \
- �- '-9- INV OUT = Z26 _ > \ \ �� Jw� r EX_ 27 LF 75' RCP _ INV OUT = 7.18
_ - _
CHP OHP---OHP-BHP ---0
ICI i �
I�
A
F
FUTURE
BAY
1,622 SF
I
INV OUT = 7.45
�-0 ( IN FEET)-
1 inch = 20 fk oHR- oHP-�H� oH��H
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(
,
VICIN17YMAPNTS
LEGEND
cQ)
UTILITY POLE
1 1
1
EXISTING ASPHALT
Lr'
PROPOSED LIGHT DUTY
1 •.�
,
ASPHALT
I/
'
PROPOSED CONCRETE
° z
'
PROPOSED HEAVY DUTY ASPHALT
�Q
1 ('
1 ;
®
PROPOSED CHECK DAM
l J
®
DOWNSPOUT DRAIN DIAMETER
1
cc",! 1
'
*10.00
EXISTING GRADES
= a
1
'
�9.85
PROPOSED GRADES
: U
ll
,
-- (,)HP—
OVERHEAD POWER
1
,
-9.0- —
EXISTING CONTOURS
'
9
PROPOSED CONTOURS
'
LIMITS OF DISTURBANCE
,
- -
EXISTING DITCH
— - - - —
PROPOSED DITCH
rn ,
DRAINAGE AREA
2
I
RED MAPLE 1 ,
�1
CRAPE MYRTLE I. '
,
YAUPON HOLLEY r
TELEPHONE PEDESTAL
RIP -RAP
,
DROP INLET PROTECTION/
I m
I
I
ll: 1I� I
\1 Q
,
1
\ ' 1,° r '
INV =7.75
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SHEET 1
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SECTION
TOF
LAYER OF #5 -
WASHED STONE
TOPOF CH BANK 4" THICK
BOTTOM OF DITCH
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 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
LEADER SHOULD NOT
BE CUT OF DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
ORIGINAL GRADE
TAMPED SETTING BED
NTS
�—
TWO - PLY
REINFORCED
RUBBER HOSE
WITH CABLE OR
GALVANIZED WIRE
—�
/
AT 12C INTERVALS
TURN D0M
TOP 1/3 OF
BURLAP
3" MULCH LAYER
6' DIAMETER
l- EARTH SAUCER
TREE PLANTING DETAIL
NTS
6'
#5 RE -BAR
5"
9"
I I 1 I CHAMFERED EDGES
2" TYPE SF 9.5A
ASPHALT
' W- 6" ABC STONE
PRECAST PARKING BLOCK
NTS
PERMIT DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
TYPICAL DITCH OR SWALE
NTS
4" THICK 5' WIDE 25GO PSI CONCRETE SIDEWALK
SLOPE 1/4" PER FOOT v
D'> 6' f L 2 I TYG Sr 8AA AJYHAL I
6I;• O O O
.✓! _ . / / / °' 16i-1 O O O O O O O 6" ABC STONE BASE
COMPACTED EARTH
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
CONCRETE SIDEWALK DETAIL
NTS
RIM ELEV.-
(SEE PLANS)
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
FRAME = 180 LBS. MIN., GRATE = 270 LBS, MIN.
8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
VAIAX CORBEL OR CONE SECTION MAY BE ECCENTRIC.
DROP INLET
NTS
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
.SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
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-COMPACT SUBGRADE TO 95% OF ASTM D 698
6
COMPACTED
RADIUS
�6x6xl%o WWF
THICK CONCRETE SLAB
DUMSTER PAD DETAIL
NTS
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF
NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS
NY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK
OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. DOT /57 WASHED STONE IS
RECOMMENDED.
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
APPROXIMATE 1
CONCRETE (TYP)
1"X4"X6' SALT TREATED
WITH 1" CHAMFERED
CORNER (TYP)
6'
4"X4" SALT
TREATED (TYP)
2"x4" SALT
TREATED (TYP)
EXISTING
EARTH
DUMPSTER SCREEN DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
PROVIDE FLARED SIDES
TO BE INSTALLED AT REQUIRED HEIGHT AND
® 2:12 MAX. SLOP
DIMENSIONAL RELATIONSHIP TO PARKING STALL.
OR HANDRAILS
/--HANDICAPPED
PARKING STALL
10' RAMP
—FACE OF 6" CURB
1:20 SLOPE
AS DIM'D.
ON
SITE PLAN
J-PARKING
STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL
5.0 FT. WHEELCHAIR ACCESS AISLE/RAMP
8' 8'
PLAN NEW OF
PARKING STALL(S)
RESERVED
PARKING
MAXIMUM
PENALTY
$250
EDGE OF SIGN
60" OUTSIDE OF PEDESTRIAN AREAS
I84" WITHIN PEDESTRIAN AREAS
^RADE
).A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING, WALKWAY
& RELATED DETAILS
NTS
20-1
M-111
1-1/2" TYPE SF 9.SA ASPHALT
3" TYPE HB BASE
8" ABC STONE BASE
HEAVY DUTY PAVEMENT SECTION
NOTE: CONTROL JOINT
SHALL HAVE DOWELS (#5
SMOOTH REBAR) 5' O.C.
NTS
A
6" 3500 PSI (WITH 6x6x'(Xo WWF OR FIBER MESH)
4" ABC STONE BASE
4"
CONCRETE PAVEMENT DETAIL
NTS
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1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (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
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
TOP OF BERM ELEV. = ±10.00
'�7710 YR=8.64
INLET ELEV. = 7.50
WEIR INLET ELEV. = 8.20
PERMANENT WATER SURFACE CLASS B STONE -
ELEV. = 7.50
�o
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
THREADED PLUG WITH
1-1/2" DIA. HOLE
DRILLED THROUGH
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE
NTS
31.00'
R9.00'
�8".1
./57 WASHED STONE
DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION
EX. GRADE
PORAF
AN =
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.
UMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPUCATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
PRIME WITH CLEAN METAL
PRIME & PAINT WITH 2 PART
BLACK EPDXY (TYP)
4'
8"
8"
12" THICK LAYER
CLASS B STONE
PP= 7.5 ="
9,925 SF SURFACE AREA Wy5
2.55 .-�
3.5
6.0
7
SEEDING & MULCHING
DETENTION POND DIMENSIONS
1"-20'
III. l'UAK0,R"r0 14
1/2" 6 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
2-
4'
FRONT VIEW
RR88.49'
13.70'
8"
EX. GRADE
THE CONTRACTOR SHALL COMPLY PATH ALL APPUCABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS, THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE 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 RESPONSIBIUTY 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
SEED MIXTURE RATE
OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF
MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 //1000 SF
MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF
MAY 1 - OCT. 1
4. FESCUE 5 /1/1000 SF
OCT. 15 - MAR. 15
SEEDING SCHEDULE
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5" TOP OF BANK
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TOP OF BANK
18'
DITCH BOTTOM
1" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
)F DITCH
IER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
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 LATH STONE WILL BE NECESSARY.
E. ANY MATERIAL WMICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
5'
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
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MARSH VEGETATION BOTTOM ELEV. = 4.50 \`
FOREBAY AREA CROSS SECTION
NTS
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
GRADE
10' VEGETATED SHELF -►�
BOTTOM ELEV. _
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRONICA
ARROWHEAD LICK PO ATO
SAGOTA I LATIFALA
PERMANENT POOL ELEVATION = 7.50
WET BASIN CROSS SECTION
NTS
BOTTOM
= 2.5
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MOTOR CONTROL AND HIGH WATER
METER BASE AND DISCONNECT —
2* PVC CONDUIT AS REQUIRED FOR
FLOAT CONTROLS AND POWER SUPPLY
WITH HYDRAULIC CEMENT
4" GRAVITY SEWER
PRECAST WET WELL
6' INSIDE DIA.
FLOATS (LEAD
(TIP)
PUMPS (ZOELLER E137
OR APPROVED EQUAL)
6- #67 STONE
PUMP STATION
NTS
4" FLAP STYLE
TOP ELEV. 14.50
1-1/2- PVC UNION
GATE VALVES (TYP)
FLOW DIRECTION
OF FORCE MAIN
FLOW DIRECTION
OF FORCE MAIN
ALL PIPING WITHIN PUMPSTATION &
THROUGH VALVES SHALL BE SCH 80
PVC. ALL VALVES SHALL BE
TRU-UNION SCH 80 PVC.
1-1/2- TRUE UNION 30' MIN
GATE VALVES COVER
"— 4" SCH 40 PVC
1-1/2- TEE
—1/2- SCH 80 PVC
ALARM AND INFLOW ELEVATION 6.60
LAG PUMP ON ELEVATION 6.10
LEAD PUMP ON ELEVATION 6.10
PUMP OFF ELEVATION 5.97
2— 4" X 8" X 16" SOLID
CMU'S UNDER EACH PUMP
BASE ELEVATION
FLOW DIRECTION
OF FORM MAIN
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*601"V� fir"LLA-SIFf.1 YOH 8134,
WATER TANK CONNECTION DETAIL
NTS
COMPANION FLANGE
JBLE MALE BRASS ADAPTOR — 6*
X 6- NST WITH CAP (BY POTTER
:MER OR APPROVED EQUAL)
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