SW7110114_APPROVED PLANS_20110208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
�D APPROVED PLANS
(❑
HISTORICAL FILE
❑ ,COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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CALL TOLL FREE
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7RTH CAROLINA
ONE CALL
SITE PLAN
FOR
DR. MICHAEL SUE, M.D.
2 70 NORTHSIDE PARK DRIVE
CITY OF ELIZABETH CITY, PASQUOTANK COUNTY, NORTH CAROLINA
JANUARY 7, 2011
- • -VIP
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N0TES
1. OWNER/DEVELOPER
DR. MICHAEL SUE, M.D.
1134 NORTH ROAD STREET, SUITE 8
ELIZABETH CITY, INC 27909
252-335-4619 (phone)
2. PROPERTY BEING DEVELOPED IS DESCRIBED AS BEING
LOT 10, NORTHSIDE PARK AS RECORDED IN M.E. 41, PG. 12-13.
3. PROPERTY ADDRESS: 270 NORTHSIDE PARK DRIVE
4. CURRENT ZONING: R-15 (GB REZONING PENDING)
5. PASQUOTANK COUNTY PIN# - 8905 856640
6. TAX MAP P141, PARCEL 270
7. PROPERTY LOCATED IN A FLOOD ZONE X AS
SHOWN ON FIRM MAP #3720890500K, DATED 7/19/05.
(SUBJECT TO CHANGE BY FEMA)
8. DEVELOPER INTENDS TO CONSTRUCT A 9,000 S.F. BUILDING
TO BE USED AS A MEDICAL OFFICE.
9. ELEVATIONS SHOWN HEREON ARE NAVD88.
10. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
11. AREAS SHOWN ARE BY COORDINATE METHOD.
12. BUILDING SETBACKS: FRONT - 20' M.B.L.
(PER CITY GB ZONING) SIDE - 0 M.B.L.
REAR - 15' M.B.L.
13. LOT A
PROPOSED BUILDING =
9,000 S.F.
PROPOSED ASPHALT =
21,789 S.F.
PROPOSED CONCRETE =
3,995 S.F.
TOTAL PROPOSED =
34,784 S.F.
TOTAL IMPERVIOUS =
34,784 S.F. / 0.80 AC.
COVERAGE
TOTAL PARCEL AREA =
72,045 S.F. / 1.65 AC.
14. PARKING CALCULATIONS:
THREE SPACES PER EXAMINING ROOM PLUS 1 PER EMPLOYEE
INCLUDING DOCTORS
THREE SPACES PER PROCEDURE ROOM
ONE AND ONE HALF SPACES
PER RECOVERY ROOM
FIVE EXAM ROOMS
= 15 SPACES
THREE PROCEDURE ROOMS
= 9 SPACES
SIX RECOVERY ROOMS
= 9 SPACES
(10 EMPLOYEES PLUS 5 DOCTORS)
15 EMPLOYEES
= 15 SPACES
TOTAL SPACES REQUIRED
= 48 SPACES
TOTAL SPACES PROVIDED
= 61 SPACES
• -ti•• z; •
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ti
15. LANDSCAPE REQUIREMENTS (22,343 S.F./VEHICULAR AREA):
REQUIRED PROVIDED
TREES SHRUBS IREES SHRUBS
RIGHT-OF-WAY 7 88 7 88
VEHICULAR 11 45 11 45
PARKING 6 - 6 -
ADJOINING BUFFER 28 87 28 87
TOTALS 52 220 52 220
*TREES WITHIN THE PARKING AREA SHALL BE 6'-8' HIGH
WITH A MINIMUM 2" CALIPER. SHRUBS SHALL BE 12"-18"
TALL/3 GAL. SIZE WHEN PLANTED AND SHALL BE 30" HIGH
WITHIN 3 YEARS OF PLANTING.
16. PRIOR TO COMMENCEMENT OF SITE WORK OR BUILDING
CONSTRUCTION, THE OWNER/DEVELOPER SHALL HAVE THE SITE
SOIL CONDITIONS EVALUATED BY A LICENSED GEOTECHNICAL
PROFESSIONAL TO DETERMINE SUBSURFACE CONDITIONS AND TO
PROVIDE RECOMMENDATION FOR SUBSURFACE MODIFICATION, IF
NECESSARY, TO ACHIEVE WORK SPECIFIED HERON.
17. LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN.
CHANGES MUST BE APPROVED BY THE CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR
TO INSTALLATION.
18- THERE ARE NO WETLANDS WITHIN THE PROJECT LJMTTS.Ir-
-�
19. AREA OF DISTURBANCE: 77.118 SF (1.77 AC)
20. LOCATION, SIZE AND INVERTS OF UTILITIES SHOWN ON THIS SET
OF PLANS TO BE CONFIRMED, PRIOR TO CONSTRUCTION, WITH
THE CITY OF ELIZABETH CITY AND PASQUOTANK COUNTY.
21. ALL PROPOSED GROUND COVER WITHIN THE LANDSCAPED AREAS
OF THE NEW PARKING AREA TO BE GRASS OR MULCH. ALL
OTHER OPEN AREAS TO BE SEEDED AND STABILIZED PER THE
SEEDING SCHEDULE ON SHEET C202.
22. A SEPERATE SIGN PERMIT SHALL BE APPLIED FOR PRIOR TO
ANY SIGN CONSTRUCTION.
23. BUILDING IS NOT TO BE SPRINKLED.
24. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
AREAS, ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR
APPROVAL FROM THE CITY OF ELIZABETH CITY DEPARTMENT OF
PLANNING & COMMUNITY DEVELOPMENT.
25. DUMPSTER AND CARDBOARD RECYCLE CONTAINERS AS NEEDED
SHALL BE SCREENED.
26. ALL MAINTENANCE OF POND WILL BE PERFORMED BY PROPERTY
OWNERS. SEE SHEET C302 FOR DETAILS.
STORMWATER
APPROVED��
NORTH CASOLINA ENVIR MENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Day e ZOJ
MDFX OF DRARWGS
EROSIGNANDSEDBI$NTCONTROLPLAN C201
SIS AND BUFFERI NO PLAN C202
GRADING AND STORAIWATER PLAN C301
GRADING AND S71DRUWATERDEPARS C302
V-At js
JAN 31 2011
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LOT 9
NORR1SM PARK
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IMMEDIATELY PRIOR TO GRADING, CONTRACT(
SHALL INSTAL. SILT FENCE ALONG LIMITS ON
GRADING. GRADING ALONG SIDE PROPERTY L
SHALL BE PERFORMED TO MINIMIZE LENGTH
DISURBANCE AND BANKS SHALL BE SEEDEL
SOD INSTALLED IMMEDIATELY UPON COMPLEI
OF GRADING. SILT FENCE ALONG BANK MAY
REMOVED ONCE SLOPES ARE STABILIZED %
PERMANENT VEGETATION.
'992
EXISTING OR
PROPOSED CULVERT
wb�
2:1 MAX
FLOW 2.
SWALE INVERT
12" NCDOT #5 OR #57 /
WASHED STONE
RIP RAP HEADWALL
MIN. 1' BELOW TOP NATURAL
OF FILL OVER PIPE GROUND
4'
1
10,44
CLASS B RIPRAP
CROSS-SECTION VIEW
I054
EXISTING OR
PROPOSED CULVERT
1026
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
26'41'05"
260.00'
121.09'
N7 54'42"E
120.00'
C2
33-29'50"
260.00'
152.01'
N22'10'44"W
149.85'
1017
N/F
RI Y E P. HARRY'
LFE E5TATE
DD. 746, P6. 457
Za" R-P
USE: A6RIaLTU;E
1024 1020
5 MJOL MD LANDSCAPE UFFHt
10.W � -
20 DRAIAC:E AND uniTY E
?D
LOT 10
n,045 Sr.
Ib5 ACRES
1096
III
96 /
9.TF------------ /l
$� _ b.�
bag -
OO1Rr
IRON ROD FOUND
----
RIGHT OF WAY
XX
EXISTING FIRE HYDRANT
O
EXISTING CONTOURS
-W
EXISTING WATER LINE
- - - -
- - EXISTING DITCH/SWALE/POND
EXISTING PAVEMENT
-SF
PROPOSED SILT FENCE
CE
CONSTRUCTION ENTRANCE
AREA OF DISTURBANCE
t�
,25 -
%.---�937 rJOA95
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II
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+,;<"^..:p
lot..-PIAC�At-1022- VJ22
-
MDL AID DRA•D UI11TY EAE8.8if
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9
15 LR•D9UPE E(1THt
/
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F F F F
'10.'A
/ c� � NSF
/ �(` i `Yr� -
`
DISTURBANCE 9
•.
N21.15'14 E ;1�1.63'
..
t/
q
40 LF:415 :RCP
...... ..... ...........
/ 415
...::........ ......................
/ " Nil NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
/ -
... ........ TIMELY MAINTENANCE MUST BE PROVIDED. _- - - - - - - - - - - - -
t 9.6
/ 950
/ aG� 50'5,�.. STEEL POST
. ' . ...' . \y4 NOTES. INV. OF EX. SWALE = t8.1'
� ...' ..
/ 1. CHECK DAM SHALL BE INSPECTED MONTHLY SYNTHETIC LRENH
(SEE MAX
( AND AFTER ALL SIGNIFICANT RAINFALL EVENTS. FILTER CLOTH MESH FILTE
w a1' 2. CHECK DAM SHALL BE REMOVED UPON SCALE: 1/4" = 1' H EXTENSION
„', .'..'.......... .....gam 20' COMPETE AND PERMANENT STABILIZATION OF SCALE: 1 /2" = 1' V FABRIC INTO T24" MAX.
956 2"-3" COURSE DISTURBED AREAS. REPAIR AREAS DISTURBED DIRECTON OF FLOW6" MINAGGREGATE BY CHECK DAM REMOVAL WITH SOD.
Lam. i W �!
NOTES:
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
LOT N
NORTHSLE PAO(
MD. 55, Pa. 2
ZLTID R-$
USE: VAC.Wr
IMMEDIATELY PRIOR TO GRADING, CONTRACTOR
SHALL INSTALL SILT FENCE ALONG LIMNS OF
GRADING. GRADING ALONG SIDE PROPERTY LINES
SHALL BE PERFORMED TO MINIMIZE LENGTH OF
DISTURBANCE AND BANKS SHALL BE SEEDED OR
SOD INSTALLED IMMEDIATELY UPON COMPLEDON
OF GRADING. SILT FENCE ALONG BANK MAY BE
REMOVED ONCE SLOPES ARE STABILIZED WITH
PERMANENT VEGETATION.
c 3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
L FWUL DRAWM 4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
tOT C%lZ�iC PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
o BE NECESSARY.
i CON37RUCTIOIV ENTRANCE DETAL
NTS
1:4
12" NCDOT #5 OR #57
WASHED STONE
CLASS B RIPRAP
FLOW
EXISTING
DITCH INVERT
h� 4.5'
CROSS-SECTION VIEW
191of 10RAW BOCK CfECK DAM DETAL
SCALE: 1 /2" = 1'
FILTER CLOTH
.SLT FSVCE DE%AL
NOTES: NTS
1) 6' POST SPACING FOR NON -WIRE REINFORCED
FENCE. 8' POST SPACING PERMITTED IF FENCE CONTAINS
REINFORCING WIRE.
2) 4' MINIMUM OVERLAP REQUIRED (ATTACHED AT
POSTS) WHEN JOINING SECTIONS OF SILT FENCE.
3) SILT FENCE SHALL BE ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3 WIRE OR PLASTIC TIES.
COMPACTED FILL
L NARRATIVE.
THIS PROJECT INCLUDES THE CONTRUCTION OF A 9,000 S.F. BUILDING
WHICH WILL BE USED AS A MEDICAL OFFICE. THIS PROJECT AREA IS 1.65 ACRES
INSIZEWITH 1.57 ACRES OF DISTURBANCE. PROJECT DRAINS TO THE KNOBBS CREEK.
L SOLS
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF PASQUOTANK COUNTY:
GERTIE SILT LOAM (GrA)
TOMOTLEY FINE SANDY LOAM (TOA)
IL SEQUENCE:
OBTAIN PLAN APPROVAL.
FLAG OR STAKE WORK LIMITS.
HOLD PRE -CONSTRUCTION MEETING.
PHASE - DBAOLMM
INSTALL SILT FENCING.
INSTALL CHECK DAM.
INSTALL CONSTRUCTION ENTRANCE AND DRIVEWAY CULVERTS.
PHASE - EARTHWORK
EXCAVATE STORMWATER WET POND AND INSTALL CONTROL STRUCTURE. (PLUG ORIFICE)
ESTABLISH PERMANENT SEEDING ON ALL AREAS THAT WILL NOT BE FURTHER DISTURBED.
ESTABLISH TEMPORARY SEEDING ON ALL OTHER AREAS.
PHASE - CONSTRUCTION
MAINTAIN ALL EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION.
COMMENCE CONSTRUCTION OF NEW BUILDING, PARKING AND UTILITIES.
SEED, FERTILIZE AND WATER REMAINING DISTURBED AREA TO STABILIZE WITH
PERMANENT SEEDING.
REMOVE ORIFICE PLUG, SILT FENCE AND TEMPORARY CHECK DAM UPON COMPLETION
OF WORK AND ESTABLISHMENT OF PERMANENT VEGETATION.
:S®WC3
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 16 - JILY 0 PH#1M@R ✓ENO
SPECIES EAIE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUOA�I E - APtL 1 MVIOMW GEED10
SPECIES E6IE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
SOL AME DMENT8
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
NCH
MULCH SHALL BE INSTALLED FOLLOWING TEMPORARY AND PERMANENT SEEDING.
MULCH SHALL BE WHEAT OR OAT STRAW, APPLIED AT A RATE OF 1-2 TONS
PER ACRE. MULCH SHALL BE ANCHORED BY TRACTOR WITH EITHER A STRAW
ANCHORING TOOL OR FARM DISK.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING MATERIAL
TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING PER
MANUFACTURERS RECOMMENDATIONS.
YA n94AN E
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
M SEDUe4TATION EROSION CONTROL NOTES
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION
OF THE LIMITS OF CLEARING, THE CONTRACTOR SHALL SCHEDULE A
PRE -CLEARING MEETING ON THE SITE WITH THE OWNER'S
REPRESENTATIVE.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTMTIES,
EROSION AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON
THE EROSION AND SEDIMENT CONTROL AND THIS PLAN SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS
SPECIFICATIONS.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS
SPECIFICALLY NOTED FOR PROTECTION ARE NOT ADVERSELY
IMPACTED BY ANY CLEARING ACTIVITIES.
4. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED
UNLESS OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE
THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL
AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTVITIES. ANY
SPECIMEN TREES DAMAGED SHALL BE REPLACED IN KIND.
5. EXPOSED SIDE SLOPES SHALL BE PLANTED OR PROVIDED WITH
TEMPORARY GROUND COVER SUFFICIENT TO CONTROL EROSION
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION
OF ANY PHASE OR GRADING, WHICHEVER IS SHORTER.
6. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS
DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE PROJECT
SITE, ADDITIONAL SAND OR SILT FENCING SHALL BE INSTALLED AS
DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
7. SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY.
8. PERMANENT GROUND COVER MUST BE PROVIDED WITHIN THE
SHORTER OF 15 WORKING DAYS OR 90 CALENDAR DAYS AFTER
COMPLETION OF CONSTRUCTION.
9. NO BURNING IS PERMITTED ON SITE.
10. NO BORROW PERMITTED FROM THE SITE. ANY OFF -SITE MATERIAL
USED FOR GRADING FILL SHALL BE OBTAINED FROM A PERMITTED
BORROW PIT.
11. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE
CONTRACTOR SHALL HAVE THE APPROPRIATE UNDERGROUND UTILITIES
LOCATED.
12. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION
ENTRANCE AS DESIGNATED ON THIS PLAN.
V. DBIAOLMON NOTES
DEMOLITION OF ANY EXISTING IMPROVEMENTS SHALL BE WITHIN THE LIMITS
OF DISTURBANCE AND AS SHOWN SPECIFICALLY ON THIS PLAN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL TO AN
OFFSITE LOCATION PROVIDED BY THE CONTRACTOR.
GRAPHIC SCALP
20' 0 10' 20' 40'
(IN FEET)
1 INCH = 20 FT.
0
n
S
U U O W
o g
W
z z
0 N im 0 U U ri
SCALE:
1 " = 20
80,
I C201

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9
m
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n
-4000
1/4"R TOOLED EDGE
_
PSI
CONCRETE
a. a
4x4 WWF
8" UNLESS
- - - -
SUBGRADE
(95%
OTHERWISE
r y
STANDARD
PROCTOR)
SPECIFIED
rr
CONCPIETE DWWTE4 PAD DETAL
NTS
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
26'41'05"
260.00'
121.09'
N754'42"E
120.00'
C2
33'29'50"
260,00'
152.01'
N22.10'44"W
149.85'
19,
N� TYPICAL PAWMG SPACE TYPICAL. HAIIDVCAP I I
a LIFE PCSrA HARM
NTS PA��.M SPACE
DD. 74, P6. 467 NTS 1 I
A&RICALTUM
I �
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I I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- IL
----«d��� S21'15'14"W 348.39' ----------.--------
(2) 24" #5 REBAR PINS
4' 2'
8'x6" PRECAST WHEEL STOPS
2" TYPE S9.5B ASPHALT
1/4" / FT � 6" 4 6" ABC (98% COMPACTION)
4":--:d ..................
PATTERNED CONCRETE OR EXPOSEDi 1/4" PREFORMED r S"'t+4'�
AGGREGATE CONCRETE (3,( PSI) JOINT FILLER
6 X 6 NO. 10/10 WWM
SEE GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATION*
PAMM SECTION DETAL
NTS
I �i� �� � a s a ® s s a a _ a �PROLM.®
i®#ii# i##$#a.i_i 607*1 ' 'rSol
i�#® i® #®i® 00 i® 00 i®.i� #®#® i ® i6 \
\
5 MAL AND LMDS'.AFE mrreR
—4-
POTENTIAL r
I - 12•z12'
II " - " - " '� / W DRAmee AN@ UTLJTY EA58.Bdr 'CONCRETE HVAC PAD SCREENED
I / �••- _ _ CONCRETE
DU 10'x10' PAS
L `t •/ .� \ •. �/ _� yy.. f _ P D PROPOSED PROPOSED \
T ®t . 6 -0-,� ROLL -OUT CANS ROLL -OUT CANS \ ::77
- "I..`11.00\ (i \\ `11.00• M is.61€R3T _ II
II
I I I I € i2ESERVEa I I
NORTHSIDE NORT14SIDE �"�. PROPOSED - w
I I( I IYt a GASTROENTEROLOGY ENDOSCOPY CENTER HC SIGN I ' I
I III I STONE GABIAN/ RIP RAP Io RESERVE@ e ® I \ ® w II I�
i III
0 1� e,999 SF _ I
R€SERY�O .' ® MEDICAL OFFICE
ut `,.
ONCRLTELAB
m-\.. F.F.E.�
\
III a �4a�
I I j
I a I I ED
STORMW TER PROPOSED PROPOSED 4PRO.Q
V I I l3QG WALL MOUNTED WALL MOUNTED \\ ® BOC v
POND j I -. ® 75p' HC SIGN HC SIGN �` 750'
Lor A
NOIRT ISM PARK
MD. ", Pa. 2
26TID R-*
Imo- VACW
12"
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
IORTH CAROLINA
ONE CALL
I I I 4Ti _ a, ��� \ 21'1514"Ev #o i
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' I STRUCTURE I CONTROL I ( f#�x- gpT; (Q) SPACES (6) 5PAC€S 865 �@ I I m I
III (SEE DErAIL SHEET C302)M / / RIP RRAPPO (TYP) 3` SED8 • - ® BOC
f II I
OVERFLOW / FEE
E .SIGN BOG)
1 SPILLWAY—30-Q00 9C<LG 3 '
Sa MDL AID DRARUf E MD URlTI' FlM.erf . K IANf��,/PC dl'rER PROPOSED SWALE 1
ly ' I �'•�.. �.., r ��� # F'TF : i i :#�: Zs i� iiai� i� ;#E�#i�;i#®:i ' 'L-----
i �® —.
1 z#a 11o'xas"� 1 t
PROJECT LIMITS 51 HT TRIANGLE
MONOf�a>.•' I �aaa� a� aa.a as aaa. aa� aaas aar ® �.-�� (IYP.)
94.50' _ _ -
aaa
1 i
N21'15'14"E 231.63• S21'15'14"W 332.10'
' / 1/� �/► �� 14.5' 4s1 L.F 15' RCP 14 5 ~ 4 C 4D if }5 RGP 14.5'
C1-------E%STIN&i"Gq.MYWATB�.R•E-�1 ----------;---�--� �CI--- ------ u' ----- u-----
_ _
GRAPHIC SCALE
20' 0 10' 20' 40' 80'
(IN FEET)
1 INCH = 20 FT.
TREE PLAW Ki DEML
NTS
2. ALL PROPOSED GROUND COVER WITHIN LANDSCAPED AREAS TO BE GRASS OR MULCH.
ALL OTHER OPEN AREAS TO BE SEEDED AND STABILIZED PER THE SEEDING
SCHEDULE ON SHEET C301.
3. LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES
MUST BE APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF
PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION.
G9164AL NOTES
1. LOCATION OF ALL EXISTING UTILITIES BASED ON DOCUMENT DRAWINGS AND FIELD
OBSERVATIONS. CONTRACTOR TO VERIFY SIZE AND LOCATION OF UTILITIES WITH
CITY OF ELIZABETH CITY AND PASQUOTANK COUNTY PRIOR TO CONSTRUCTION.
NOTE:
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE GROUND -PAINTED
SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT; BLACK
ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
UNDER OR AROUND SIGN. CONDITION 2: PEDESTRIAN
PATH GOES BY, UNDER, OR AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
";. 2 R :.
COMPACT SUB BASE
(100% COMPACTION)
2" TYPE S9.5B ASPHALT
6" ABC (98% COMPACTION)
1 /�
.a
3000 PSI
CONCRETE /J/
COMPACT SUB BASE-
(100% COMPACTION)
STAIIDAM C" A/1D GUIT64
NTS
CSF
/
LECOV
IRON ROD FOUND
----
RIGHT OF WAY
�!
EXISTING FIRE HYDRANT
o°
EXISTING WATER VALVE
EXISTING DRAINAGE PIPE
- - - - - -
EXISTING DITCH/SWALE/POND
w
EXISTING WATER LINE
o
PROJECT LIMITS
EXISTING PAVEMENT
PROPOSED CONCRETE
.a-.-
PROPOSED PAVEMENT
—
PROPOSED DITCH/SWALE/POND
—
PROPOSED DITCH TOP OF BANK
PROPOSED DRAINAGE PIPE
m
■
PROPOSED WATER METER
►�
PROPOSED WATER VALVE
•C/o
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
TRAFFIC FLOW ARROW
PROPOSED INDIAN HAWTHORNE (OR APPROVED EQUAL)
(Rhaphiolepsis x Delacourii)
PROPOSED "CALISTO" HAWTHORNE
(OR APPROVED EQUAL)
(Rhaphiolepis indica 'Calisto')
PROPOSED CRIMSON PYGMY BARBERRY (OR APPROVED EQUAL)
(Berberis thunbergii)
PROPOSED WILLOW OAK (OR APPROVED EQUAL)
(Quercus phellos)
PROPOSED CREPE MRYTLE (OR APPROVED EQUAL)
(Logerstroemia fauriei)
12" 12"
:VA:NUa O! ACCESSIBLE
1'-0"x1'-6"x.080" ALUMINUM HANDICAP
�ESEPARKING
AR N PARKING SIGN. SIGN TO READ 'RESERVED
FARKNcI
, PARKING PARKING" WITH IDENTIFICATION SYMBOL,
® ' ® MOUNTED TO WALL
MAXIMUM
O PENALTY
$250
N i N
z CORNER RADIUS:_j
z
0 1-1/2" (TYPICAL)
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SCALE:
1" = 20'
I C202 I
t

DISTANCE VARIES
D_
w
1
AS API
SERVICE LINE BY
OWNER
I
I
I
I
I
I
I
10.6' TC
\a�+�
.IOM
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NORTHSM PAW
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I
i
'SEE SECTION A -A OF THIS SHEEP AND
SHEEP C201 (E&S CONTROL SHEET)
A
I)
�9
3:1 MAX.
SLOPE
PROPERTYLINE
i
12"D x 18% x 12"H
METER BOX (HDPE OR
METER - CAST IRON BOX. COVER
(INSTALLED SHALL BE CAST IRON. NO
READER LID ALLOWED.)
BY CITY) 7
LOCK WING
ANGLE VALVE
TAPPING SAD
BRASS ADAPTER.PW
COMPRESSION CONNECTION
METER SETTER TYPE K COPPER HDPE SDR-
BRASS ADAPTER FOR 9 "ENDOPUR" TUBING SERVICE
LINE
COMPRESSION CONNECTION CORPORATION STOP
3/4" x 18" BRASS NIPPLE
314' WATER SERVICE CONNECTION weTF17 MAIN
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
Cl
26'41'05"
260.00'
121.09'
N7'54'42"E
120.00'
C2
33'29'50"
260.00'
152.01'
N22'10'44"W
149.85'
3:1 MAX.
SLOPE TO
I
L99�4
Iag
LoF II
NORT1115M PARK
Mo.", P6. O.
Zau R-15
UW_' VAGWT
SEE SECTION B-B OF THIS SHEET AND
SHEET C201 (E&S CONTROL SHEET)
C
?
PROP.
PARKING LOT
PROP. PARKING TOP BERM-
LOT 10!
BUILDING PAD- 12.00' i
' h
SILT
FENCE
� SILT
w
FENCE
�5
PROPERTY LINE/
PROP. SILT
\�c RIGHT-OF-WAY
x TOP BERM -
SECTION A -A AND SECTION B-B NOTE:
IMMEDIATELY PRIOR TO GRADING, CONTRACTOR
GRADE FENCE
PROP
GRADE
—� 10.8'
SHALL INSTALL SILT FENCE ALONG LIMITS OF
GRADING. GRADING ALONG SIDE PROPERTY LINES
IX' /
—
SHALL BE PERFORMED TO MINIMIZE LENGTH OF
GRADE
PROP.
DISTURBANCE AND HANKS SHALL BE SEEDED OR
/
GRADE /
SOD INSTALLED IMMEDIATELY UPON COMPLETION
i
e
OF GRADING. SILT FENCE ALONG BANK MAY BE
REMOVED ONCE SLOPES ARE STABILIZED WITH
EX. BOTTOM OF
A /
GRADE e Y
XISTING
I I DITCH
DITCH
PERMANENT VEGETATION.
DITCH GRADE- 8.5'3
EX. BOTTOM OF 1
BOTTOM POND= 2.0'
DITCH GRADE- 8.1't
EX.
GRADE
SECTA A _
IONp_p
SECTION B-8
SECTION C-C
SECTp1V
1 "=20'h
1 "=20'h
1 "=20'h
1 "=20'h
1 "=2'v
1 "=2'v
1 "=2'v
1 "=2•v
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Z
J
O
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m
J
W
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O
U
0
n
n < ^O
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0
z Z Y
3 U
0 N w U Ci
SCALE:
1 " = 20'
i° I C301
SECTION A A
--�i 6" 18"- i 6"
I 6 x-
R=3 6
3000 PSI COMPACT SUB BASE
CONCRETE SEC7101V B-B (100% COMPACTION)
VARIES
1
SWALE INVERT
8" NCDOT v
CLASS "A" 2.0'
�RIP-RAP MIN.
OLV/M1
P C-C
I--- C
CONC.
FLUME
A A
CURB AND -
GUTTER ••
/ T SWALE
RIP RAP J C INVERT
2.0' MIN.
PLAN VEW
00AK f ETE FLLW W/ RP RAP
ag
STORMWATM COLLECTION SY SMW GENERAL NOTES
1. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND BOTH SHALL BE
FIELD VERIFIED PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION
ACTIVITIES. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY NC ONE CALL
(1-800-632-4949) 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES.
2. ALL STORMWATER MANAGEMENT PIPES 12" OR LARGER SHALL BE
REINFORCED CONCRETE PIPE (UNLESS NOTED OTHERWISE) INSTALLED IN
ACCORDANCE WITH STANDARDS SET FORTH BY THE AMERICAN CONCRETE
PIPE ASSOCIATION. HDPE PIPE SHALL BE DOUBLE WALL, SMOOTH INTERIOR
PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL
OPEN PIPE ENDS SHALL BE FITTED WITH FLARED END SECTIONS OF THE
SAME SIZE AND TYPE.
3. ALL STORMWATER MANAGEMENT SYSTEMS SHALL RECEIVE APPROVAL FROM
THE NORTH CAROLINA DEPARTMENT OF THE ENVIRONMENT AND NATURAL
RESOURCES - DIVISION OF WATER QUALITY. REFER TO STORMWATER
MANAGEMENT DRAWINGS APPROVED BY NCDENR - DWQ FOR FINAL DESIGN
PARAMETERS AND OTHER PERMIT REQUIREMENTS. NO IMPERVIOUS SURFACES
SHALL BE CONSTRUCTED PRIOR TO PERMIT ISSUANCE
4. PRIOR TO WORK, VERIFY ISSUANCE OF, LIMITS OF DISTURBANCE AND OTHER
MEASURES STIPULATED IN THE NCDENR EROSION AND SEDIMENTATION
CONTROL PERMIT.
VARIES ►I
SCALE SECTION
NTS
IRON ROD FOUND
RIGHT OF WAY
EXISTING POWER POLE
X1 EXISTING FIRE HYDRANT
04 EXISTING WATER VALVE
b EXISTING CONTOURS
- - -b- - - EXISTING MODIFIED CONTOURS
ovl EXISTING SPOT ELEVATIONS
m m m m m m EXISTING DRAINAGE PIPE
EXISTING DITCH/SWALE/POND
A
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED DITCH/SWALE/POND
m PROPOSED DRAINAGE PIPE
I}t PROPOSED LIGHT POLE
iD PROPOSED MAJOR CONTOUR
tG PROPOSED MINOR CONTOUR
PROPOSED CONCRETE
PROPOSED PAVEMENT
9.60' PROPOSED GRADE
DRAINAGE ARROW
POND _DRAINAGE AREA
GRAPHIC SCALE
20' 0 10' 20' 40'
(IN FEET)
1 INCH = 20 FT.

0 �
SToIFb6/WATER AV M OBW9YT wErPOAD COASTRUC77ON NOTES H `6
a
Lu
1. IF THE STORMWATER MANAGEMENT WET POND IS GRADED AND UTILIZED FOR SEDIMENT CONTROL PURPOSES M.
DURING CONSTRUCTION SHALL BE CLEANED AND FINAL CONTOURS SHALL BE REESTABLISHED PRIOR TO II �r C
STABILIZATION.` _ - 95A I Q W
2. VEGETATION SHALL BE ESTABLISHED ALONG ALL POND BANKS (EXCEPT EMERGENCY OVERFLOW). REFER TO THE - - - - - - - - - - - I I 0 J
SEEDING SCHEDULE FOR TEMPORARY AND PERMANENT SEEDING REQUIREMENTS (ABOVE THE VEGETATED SHELF). I
THE VEGETATED SHELF SHALL BE PLANTED AS SHOWN ON THE PLAN.
3. CUT EXISTING GRADE TO 12" BELOW PROPOSED GRADE TO ALLOW FOR 12' RESPREAD OF EXISTING TOPSOIL 9
ALONG VEGETATED SHELF OF POND. TOPSOIL SWILL BE TESTED TO VERIFY SOIL PH IS BETWEEN 5.5 AND 6.5
WITH 2%-10S ORGANIC MATTER. AMENDMENTS SHALL BE PROVIDED IF NECESSARY.
4. APPLY FERTILIZER PER NURSERY REQUIREMENTS. CONSULT VENDOR REGARDING FERTILIZATION REQUIREMENTS .ON .50 S68.44'46"E 231 .46' - f5T4
909 I020 IOGN 90A
FOR INDIVIDUAL SPECIES. (SEE PARTIAL VENDORS UST)
5. CONFIRM FINAL PLACEMENT OF PLANTINGS WITH LANDSCAPE PLAN. 9
8. UPON COMPLETION OF GRADING IMMEDIATELY PROVIDE EROSION CONTROL EXCELSIOR MATTING AND PLANTINGS. HOP SEDGE (CARD( LUPUUNA) OR , 9 I C
WETLAND SHALL BE STABIUZED WITHIN 14 DAYS. IF REMAINDER OF SITE IS NOT STABIUZED, INSTAL SILT FRINGED SEDGE (CAREX C LUGS) , 9.9A •C
FENCING ALONG PERIMETER OF NON -STABILIZED AREAS. - - - - - - - - - - - - - - - -O 18. D.C. -(33 PLUGS) - - - - - - - - -
_ -HOP SEDGE (CARD( LUPUUNA) OR - - 1 \ m
SOFT RUSH (JUNCOS EFFUSUS) P) SOFT RUSH (JUNCOS EFFUSUS) OR _ _
HOP SEDGE (CAROL LUPULINA) OR _ "SOFT RUSH (JUNCOS EFFUSUS) P) • FRINGED SEDGE (CARD( C LUGS) PLUMEGRASSES024 (D. CC(25 P SPP) PLUMEGRASSES 7. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR 70 VERIFY POND SIZE, DEPTH AND(SACCHARUM SPP) IdDA� �INVERT/STRUCTURE iT/STRUCTURE ELEVATIONS. - - - - - FRINGED SEDGE (CARD( C LUGS) - PLUMEGRASSES 24 (SACCHARUM P SPP) O 18" O.C. (33 PLUGS) O 24' O.C. (25 PLANTS) O 24- O.C. (16 PLANTS) )-
- - - - O 18' O.C. (33 PLUGS) O 24. O.C. (25 PLANTS) - HOP SEDGE (CARD( LUPUUNA) OR
S. REFER TO STORMWATER PERMIT AS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND loco FRINGED SEDGE (CARD( CRINITA) - 9� I W
NATURAL RESOURCES DIVISION OF WATER QUALITY FOR ADDITIONAL CONDITIONS. SOFT RUSH (JUNCOS EFFusus) OR O IS- O.C. (26 PLUGS)
PLUMEGRASSES (SACCHARUM SPP) ��aCuu� ,• -^ 'u � ticaCuu� \
O 24• D.C. (22 PLANTS) -�+ + LLLLLL LLLLLLL + + + + + + + LLLLLLL LLLLLL + + + + + + + + LLLLLL LLLLLLL + + + + + LLL I I
+ + + LLLLLL LLLLLLL + + + + + + + LLLLLLL LLLLLL + + + + + + LLLLLL LLLLLLL + + + LLLLL L' ( Tj
+ + + LLLLLLLLLLLLLL + + + + + + + + LLLLLLLLLLLLLL + + + + + + + + LLLLLLLLLLLLLL + + + + + LLLL LLB \
/ ' + + + + i- LLLL .................... 1 �� i 1 -.!,_ i 1 LLLL .. -ram i �+� i 1 = i � �I� i LLLL . \ SOFT RUSH (JUNCOS EFFUSUS) OR I I a d
+ + + + �❑❑ ❑❑❑❑D❑❑°O°O°°°° ❑❑aaa❑❑❑❑❑❑❑❑❑❑ u ❑❑❑❑a❑❑❑❑ :"' i-1,LLLLLL'�V+++
PLUMEGRASSES(SACCHARUMSPP)
/+ + + 4❑aaa❑ :. ..- : :.:.::. ❑❑❑aaaa❑❑❑ ❑aa❑ :. . .:. ❑°❑❑❑❑❑ ❑❑❑000 ..._.: ::::.. °❑❑❑ ❑❑° :LLLL. ._�!,�LLLL024. O.C. (19 PLANTS)
+ + ❑ ❑❑❑❑ ... oo➢a❑PAII.O_❑P ......�...'. II:L❑APIl1°P PA PPIl�❑ 1� +
LLL ❑❑❑ ❑ ....o.+ HOP SEDGE (CARER LUPUUNA) OR LLL ° ° ° LIZARD TAIL (SAURARUS CERUOUS) OR❑ °1+�py�//E1���/wT.'A�/�/� p/��/•�.',L�/������/�� �y� .'.'. ❑LIZARD TAIL (SAURARUS CERUOUS) OR SWEET FLAG IRIS (ACORUS CALAMUS) OR ❑❑❑❑ TOP OF BANK/BERM II € 7
OT A.ArMMAATH4 MA1t40E 6 W WET POND At4fI NT�Wry/WyG /9V FRINGED SEDGE (CAREX CRINITA) LL SAWGRASS (CLADIUM SPP) ``
L�, SWEET FLAG IRIS SAWGRASS (CLADIUM SPP) BLUE FLAG IRIS (IRIS MRGINICA) ❑ ❑ a ❑ \ ELEY- 10.6' I
1. UPON ACCEPTANCE BY THE OWNER, R IS THE OWNER'S RESPONSIBILm TO PROVIDE I�CESSARY O 18' O.C. (30 PLUGS) LLL LA.'.'.':':':':':' (ACORUS CALAJUS) OR O 18' O.C. (33 PLUGS) + +
MAINTENANCE ACCEPTANCE
50 THAT THE OWNER, IT I SYSTEM WILL FUNCTION AS INTENDED. ' BLUE FLAG IRIS (IRIS VIRGINIGA) O 18' O.C. (33 PLUGS) RHIZOMES O 24" O.C. ❑ ❑� +
LLJ. - -/ RHIZOMES O 24" O.C.
A L V. SWEET FLAG IRIS (ACORUS CALAIMUS) OR SWEET FLAG IRIS (ACORUS GILAMUS) OR (18 vLAI4rs) ° G t +
'` 4 (17 PUNTS) BLUE FLAG IRIS (IRIS VIRGINICA) i ❑ ° (1I +
2. AFTER EVERY SIGNIFICANT RAINFALL EVENT (1.5- OR GREATER) AND AT LEAST MONTHLY. INSPECT THE 4L L BLUE FUG IRIS (IRIS VIRGINICA) RHIZOMES O 24" O.C. LIZARD TAIL (SAURARUS CERUOUS) OR ❑ ❑ ❑ ❑
SYSTEM FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER. AND GENERAL CONDITION. ALSO INSPECT RHIZOMES O 24' O.C. + + 1 I I =
THE INFLOW STRUCTURES. CURB k GUTTERS. FLUMES. RIP -RAP, AND BASIN FOR OBSTRUCTION OR .LLLL.':: LIZARD TAIL (SAURARUS CERUOUS) OR (25 PLANTS) (25 PUNTS) SAWGRASS (CLADIUM SPP) 1313 ❑ + } - -
DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN �LLL�.::::::.I SAWGRASS (CLADIUM SPP) O is- O.C. (19 PLUGS) F... ^ ^Icccz HOP SEDGE (CAPE)( LUPUUNA) OR\ _ -
SPECIFICATIONS. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE I LLL' e Is- D.C. (22 PLUGS) ......{LLLL' FRINGED SEDGE (CAREX CRINITA) 6
VEGETATIVE COVER. AND REMOVE TRASH AS NEEDED. F PROPOSED LIZARD TAIL (SAURARUS CERUOUS) OR SWEET FLAG IRIS (ACORUS CALAMUS) OR LLL O I8' O.C. (23 PLUGS) TU�
STORMWATL7t SAWGRASS (CLADIUM SPP) i BLUE FLAG IRIS (IRIS VIRGINICA) )3. CHECK FOR SEDIMENTATION WITHIN THE POND ANNUALLY. REFER TO PERMIT CONDITIONS FOR REMOVAL OF L SWEET FUG IRIS (ACORUS CALAMUS) OR POND O Is- O.C. (33 PLUGS) m ���---111RHIZOMES O 24" O.C. LLLi-c;t
SEDIMENTATION IF DEPOSITION OF MATERIAL EXCEED LIMITS NOTED FOR THE SYSTEM. INSPECT BASIN WAILS N+ ° ° ° BLUE FLAG IRIS (IRIS VIRGINICA) REBAY (14 PLANTS) -AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS. IF EROSION '\ 1 Qa❑❑ ) „ ` R--� TOP OF VEGETATED SHELF _ - -
OCCURS, REESTNILISX DESIGN ELL
VATIONS AS INDICATED ON APPROVED PLAN. / + RHIZOMES O 24. O.C. I•\J ..
+ "' ° ° (17 PLANTS) \ LIZARD TAIL (SAURARUS CERUOUS) OR LL-
4. BOTTOM OF POND ELEVATIONS EXTEND BELOW THE OBSERVED NATURAL GROUNDWATER ELEVATIONS. DUE TO + t ° ° 4 SWEET FUG IRIS (ACORUS CAAMUS) OR a SAWGRASS (CLADIUM SPP) 'TELL 1004 B+ Wal _
AVAILABLE OUTLETS FROM THE SITE. NO PROVISION 6 AVAILABLE TO COMPLETELY DRAIN THE RIND BY \ + ❑ ❑ [ LIZARD TAIL (SAURARUS CERUOUS) OR OWE FAG IRIS (IRIS VIRGINICA) LIZARD TAL (SAURARUS CERUOUS) OR v O IS- O.C. (23 PLUGS) ..... PERMANENT POOL A -
GRAVITY. IN THE EVENT THIS TASK BECOMES NECESSARY IN ORDER TO PERFORM MANTEWNCE ON THE - + + ❑ ❑ ❑ SAWGRASS (CLADIUM SPP) \RHIZOMES O 24" O.C. SAWGRASS (CLADIUM SPP) Ws� . �,,,� LLLL ELEV.- e.1'
POND, THE OWNER STRAIN OBTAIN A DEWATERING PUMP OR SUBMERSIBLE NON -CLOG PUMP OF SUFFICIENT ❑ ❑ ° O 18' O.C. (18 PLUGS) SWEEP FLAG IRIS (ACORUS CALAMUS) OR SWEEP Fl.AG IRIS (ACORUS CALAMUS) OR 11LLLL'
SIZE TO DRAIN THE POND AND MAINTAIN DRY CONDITIONS AGAINST GROUNDWATER RECHARGE RATES. THE 0 t + p04 (12 PLANTS) O 18" O.C. (33 PLUGS) �.....F
W + tt a ❑ 11 BLUE FLAG IRIS (IRIS VIRGINICA) BLUE FLAG IRIS (IRIS VIRGINICA)
PUMP SHALL DISCHARGE TO THE OUTFAIJ. OR OTHER DOWNSTREAM DRAINAGE FEATURE PILL AY 5 I RHIZOMES O 24' O.C.
\H ❑ ❑ ❑ LIZARD TAIL (SAURARUS CERUOUS) OR (0 4" D.C. RHIZOMES O 24' O.C. ❑ ❑ a ❑ + +
5. THE OWNER SHALL KEEP A COPY OF THE AS -BUILT DRAWINGS ON FILE. INCLUDING OUTLET STRUCTURE �'Y' + ❑ a ❑ SAWGRASS (CLADIUM SPP) (14 PLANTS) •❑ ❑ ❑ ❑
ELEVATIONS (RIM, ORIFICE. WEOR, FLARED END SECTION. INLET, OUTLET AND DISCHARGE OUTLET). REFERENCE + O 18' O.C. (15 PLUGS) ❑ ❑ ❑ ppp + +I SOFT RUSH (JUKUS EFFUSUS) OR
10 THE RIM ELEVATION SHALL BE USED FOR BENCHMARK PURPOSES. . � ` SWEET FLAG IRIS (ACORUS CALAMUS) OR LIZARD TAIL (SAURARUS CERUOUS) OR LIZARD TAIL SAURARUS CERUDUS OR ./ + + 0 24- PLUMEGRASSES (SLANTS) M SPP)
LL CONTROL STRUCTURE BLUE FLAG IRIS 'IRIS VIRGINICA) SAWGRASS (CLADIUM SPP) SAWGRASS (CLADIUM SPP) ° ❑ ❑ /Y + O 24' O.C. (19 PLANTS)
LLL .(SEE DETAIL ON S SWEET FUG IRIS (ACORUS CALAMUS) OR RHIZOMES O 24' O.C. O 18' O.C. (33 PLUGS) O 18' O.C. (19 PLUGS) , ❑ ❑ ❑ +
C302 BLUE FLAG IRIS (IRIS VIRGINICA) •O ❑ ❑ ❑ /
1 _LLL' : RHIZOMES O 24" O.C. (25 PLANTS) m
�+ +/ /
SOFT RUSH (JUNCOS EFFUSUS) OR . L L�'..'. .'.'. (25 PLANTS) TOP OF VEGETATED SHELF +
PLUMEGRASSES (SACCHARUM SPP) N L ❑ ❑'L. ELEV.- 7.8' +
O 24- O.C. (17 PLANTS) - ...' . +❑❑❑ ❑ :. aaU'U' U'U'u�fS U'U'u ... LLLL . ........ U'Ll'u4t?U'U'U U'U'UatT .. 'U�QU'U' "❑"OTJ U 1J I=L -+NOP SEDGE (CARD(LUPULINA)OR _LL }�•e°❑❑❑° ❑❑❑°❑ ❑❑°❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑❑❑❑❑❑❑ FRINGED SEDGE(CARD( CRINRA) + + �L❑❑-.:...........❑❑❑❑❑❑❑❑❑❑❑❑❑%.. ''.. ❑❑❑❑❑❑❑❑❑❑❑❑❑a❑ .'.. .....'. .'...'...'...... ❑❑❑❑a❑❑❑❑a❑❑❑❑❑ ....0/ ZO
o IS- D.C. (22 PLUGS) + + + + CLZL + + + + + + + ZLL-LZCL-CZ LZL + + + + + + + + ZLLZZLLZZCL + + + + + + + + -LLLL LI�
COAdMOIVA94 E
SCENYMMAIE
OU4NMY
81PACBMO
LOCATA7MTCFNAS.F
SWEET FUG IRIS
ACMUS CALAMUS
215
24' O.C.
SHALLOW WATER
OR BLUE FLAG IRIS
IRIS VIRGINICA
HOP SEDGE
CAREX LUPULINA
3D7
18' O.C.
SHALLOW LAND
OR FRINGED SEDGE
CAREX CRINTA
SOFT RUSH
JUNCOS EFFUSUS
235
24' O.C.
SHALLOW LAND
OR FRINGED SEDGE
SACCHARUM SPP
LIZARD TAIL
SAURURUS CERUOUS
279
18' O.C.
SHALLOW WATER
OR SAWGRASS
CLADIUM SPP
VENDOR LIST (SUPPLIERS OF WETLAND SPECIES)
COASTAL PLAIN CONSERVATION NURSERY
CAROLINA GREENERY
EDENTON, NC 482-5707
WEST END, NC [phone]
TAYLOR'S NURSERY, INC.
RALEIGH. NC [phone]
�rP + + + + LL LL + + + + + + + �LLLLLLLLL LL + + + + + + + LLLLLL LLLLLL + + + + + + + LLLLLL / N
�F.1T pA �+ + + LL LL + + + + + + + + LLLLLL LLL LL + + + + + + + LLLLLL LLLLL + + + + + + + LLLL- ' N1oP s ( LUPuuNA) z
�+ J__L I I I + + + +. + I .I I J _L I. LLI .i I J _L + + + + + + + LL I .1. 1 I I " I . I . + + + + + + + I.- o
FRINGED SEDGE (CARD( CRINRA)
\ PERMANENT POOL
TOP OF VEGETATED SHELF O IS- O.C. (26 PLUGS)
ELEV.- 81' ELEV.- 8.8' U
N �
I SOFT RUSH (JUNCOS EFFUSUS) OR SOFT RUSH (JUNCOS EFFUSUS) ) OR SOFT RUSX (JUNCOS EFFUSUS) OR SOFT RUSX (JUNCOS ETFI15U5) OR \ p
PLUMEGRASSES (SACCHARUM SPP) PLUMEGRASSES (SACCHARUM SPP) - PLUMEGRASSES (SACCHARUM SPP) PLUMEGRASSES (SACCHARUM SPP)
O 24" O.C. (17 PLANTS) O 24" O.C. (25 PLANTS) O 24" O.C. (25 PUNTS) O 24- O.C. (25 PLANTS)
HOP SEDGE (CARDD( ! LUPUUNA) OR HOP SEDGE (CARLUPUUNA) OR `
T" HOP SEDGE (CARD( A) \ FRINGED SEDGE TAREN CRINITA) F NGED SEDGE (CAREX CRINTTA) A Q
I FRINGED SEDGE CAREX PLUGS)
CRIRINRA) O 18" O.C. (33(NLUGS) CA1\
- -
O
STOMMMER POM PLANT TMAL AL STOftTYATE PCW PLANTM DETAIL 1 man - 10 & Z
I
1 "=10' GRAPHIC SCALE C)
0 C3
L O
Z
10' O
BERM, NECESSARY, 2' TTOPROVIDE12" FREEBOARD O
OUTLET STRUCTURE OVER SPILLWAY
TOP OF OVERFLOW SPILLWAY ELEVATION= 9.8' TRASH RACK WITH �'jI
cc
(SEE DETAIL) SEE DETAIL 6' MAXIMUM SQUARE OPENINGS TOP OF I 2 OVERFLOW SPILLWAY ELEVATION= 9.8'
5' S` BERM 10.6' 1 1 w
:::
25 YR /24 HR. STORAGE (ELEV.- 9.8')- 12" 15" CMP RISER BERM= 10.6' SEE DETAIL / Y.I
-MIN
-.-'- '-•-'--'-•_-•-'-•-'-•-'-'-•-'-'-'-•-'-'-'-'-•--•-'-'�'-'- - - -'-'--•-'-'- -'-'- 2. ELEV.-1.-.-.-.-.-.-. -.--- ._._.-
VEGETATED SHELF -''-'-'-'-'-'
OUTLET STRUCTURE TO O
12" NCDOT / -4H:1V TOP OF RISER= 9.6' CONVEYANCE O
4H•1V� CLASS 2 _ ��� t 7.6' 9'1 AND STRUCTURE
DITCH U
9 - - -RIP RAP - - - PERMANENT (ELEV.- 8.1� - i INV. OUT ELEV.= t8.1' / 6'6' LOCATION VARY INV. OUT ELEV= t8.1' � Y
_ $-� _-.-.-.-.-.-.-.-.-.-Y.-. z
Z�J m 3 12' 10H:1V I PERMANENT POOL ELEV.= 8.l' ~O
W II ^3H:1V
BLIP VEGETATED SHELF �- ta' MIN. O O Q
NJ` c 3HAV EXISTING MOUND OVER OUTLET
W I'-' T: DRAINAGE DITCH ,{` ORIFICE DRILLED INTO 6» FOR 6" MIN. COVER
< RISER WITH SAS WITH ) DRAINAGE DITCH �/I�
KEZ (TOP ELEV.= 9.6' V♦
w o 9 3H:1V 7'6 12" CMP (NON PERFORATED) 1 �MAIFOPENINGS PROVIDE 50 CF NCDOT
o �+ OUTLET WITH ANTI -SEEPAGE 3'x3' STEEL PLATE CLASS 'B' RIP RAP
IL W EXCAVATEDEXCAVATED COLLAR (ORIFICE TO BE PLUGGED DURING WELDED TO RISER 12" CMP OUTLET 10' LENGTH, 5' WIDE, 12" DEEP
Ci FOREBAY BOTTOMBOTTOM OF f CONSTRUCTION. PLUG TO BE WITH ANTI -SEEPAGE ( )
LD ~z o (1/2' THICK) COLLAR
W r W ELEV.= (2.0')POND ELEV.- (2.0') 3H:1V REMOVED AT COMPLETION OF LAND m V)) DISTURBING ACTIVITIES) 57 STONE
0 RIP RAP
a !R
TYPICAL STOR WATER MANAOM48VT WET EM DESIGN v O
SECTOV A A OUTLET STRUCTURE DETAL Z Q
NTS NTS Q
A
B B
V w
V C>
I C>
POND U
A \
/ PL4N vew
9' 5'�_
TOP OF BERM= 10.6' 2
TOP OF BERM= 10.6' 3 IT�3�
0 0 TOP OF WEIR- 9.8' TOP OF WEIR= 9.8' �u U W
12" 12' w
W
12" NCDOT CLASS 1 FILTER 6 .Y)i Sa =
2" NCDOT o U) o 0 0
RIP -RAP FABRIC FINAL DRAWING
4 1 RIP -RAP F_//,FIABR c 1 �- MOT FOR CONSTRUCTION
4 4 SCALE:
A A OYff nOW ScUWAYDErAL AS SHOWN
NTS
C302
PROD. W. ECOt116A
)