SW7061222_APPROVED PLANS_20070102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_ 2L��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

NAVD 88 \
l
N/F
PERCY E. PHELPS, HEIRS
DS 331 PG 154
N/F
DALTON O'NEAL ROSE, JR.
DB 673 PG 02
\\
N09'34'25
I \ / f SO4'03'47`E 411.30' �m�\ p /
1 � a-- / WOODS
II \ FUTURE BUILDING Ellfl/
I I ❑ I �\� \ / / / / / // DALTON O'NEAL ROSE, JR.
DB 673 PG 02
Cul III 111milill
/p0 fn // =(O
o
O i fir. \ � � ❑ / / N/F /
w I I \ _ — Vk DALTON 673PG ASE, JR.
10' MBL
I. \� - — — — — — — — — — — — — _
I I NO2'21'16"W 143.06' WOODS
I 101.27�
I I II 01'54' "W 165.68' N09'3521`W s
F 96s � J
J I I WOODS, 9
W
16 I 15 I 14 I 13 I 12 I 11 I 10
N/F N/F N/F N/F N/F I GEORGE C. I N/F I 9 /
TERSE WHITE pONNIE CHERRY RONNIE SPELLER ALBERTA WHITE N F
N/F I SYLVIA L COLEY I DB 711 P 214 I CB NIE P 555 I PC -I P 101E I DB 714 P 658 CHERRY, JR. TERESA H. PUGH AUDREY/M. HILL
��ii1v*V�V i BERTIEPCMEMORIAL
215HOSPITAL o I DB 708 P 156 I I I I I DB 746 P 957 i DB 778 P 727 i DB 708 P 84 /
jy �j
APPROVEL,Q'/
VORTHCAROLINA ENI RO ,.'aL � MANAGEMENT COMMISSION n. — � —
DIVISION :'F WATERQUA! !TY — _
„a n r dt*r11 J-
No
DECUNLOW DRIVE
EC 1 4 200E
40' R/W
uuu%tvvHw' 1'
GRAPHIC SCALE
60 0 30 SO 120 240
( IN FEET )
1 inch = 60 ft.
BARTLETT
1 ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: (252).399-0704
WILSON, N.C. 27893 FAX: [phone]
AL EMAILinfo®bartlelteng.com
20106�� - a DATE: DEC. 2005 SURVEY BY: NA PROJECT:
1� ` SCALE: 1" 60 DRAWN BY: LR 05-061
�GIN�
���` REVISIONS: CODE: DKW
S. B PR,o�
q L�11p� DWG FILE: 050615P1
MASTERPLAN
WINDSOR TOWNSHIP
NORTH CAROLINA
BERTIE COUNTY
ZONE: C2
LOCATION MAP
NO SCALE
REVISIONS uxnwx Sr PROJECT
3136 ZEBULON ROAD - ROCKY MOUNT NORTH CAROLINA 27804 LR
DKW/'\ ARCHITECTS TEL [phone] - FAX [phone] MOUNT,
-www.dkwarch.com °HE�r D2
B E RT I E COUNTY DATE SHEET
17J2005
SHEET C p 1
DSS BUILDING CONTRACTORS S, OF
HALL VERIFY
AND BE RESPONSIBLE FOR
WINDSOR, NORTH CAROLINA ALL DIMENSIONS AT JOB.
a

w
0
N/F
PERCY E. PHELPS. HEIRS
DO 331 PG 154
N/F
DALTON O'NEAL ROSE, JR.
DB 673 PG 02
WOODS
LOCATION MAP
NO SCALE
LINE TABLE
LINE
DIRECTION
LENGTH
L7
N87'24'44"E
29.54
L2
N2424'43W
50.36
L3
N05'30'37W
49.51
L4
N40-45.02-W
49.36
L5
N71'35'56"E
51,95
L6
N66'16'33"E
26.20
IO N09"34125"W
II� SO4'03'47"E 411.30' <a\ /
® I I I I / WOODS
DALTON O'NEAL ROSE, JR.
DB 673 PG 02
2 �p9.o°
A ^ I I \ .10' MBL _ _ — — -' — VN DALTON O'NEAL ROSE, JR. N / SITE DATA
I I I DB 673 PG 02 2). � /
I 101.2T NO2'21'16"W 143.06' WOODS ?y49 \� / :LOT AREA:
N01"54'O6"W 165.68' N09'35'21"W 15.7t ACRES
I I f PROPOSED BUILDING AREA:
WOODS 9g "� PHASE I: 18,494t SQ. FT.
L3 PHASE II: 63,350t SQ. FT.
ZONE: C2 - HIGHWAY COMMERCIAL
I =
MINIMUM BUILDING LINES: FRONT - 40'
SIDE = 10'
I 11
REAR = 20'
12
16 15 14 13 N F 10 No. PARKING SPACES REQ'D: 1 SPACE PER 200 SQ FT
N/F SYLVIANLFCOLEY I TERSE WHITE I BONNIE F NOHERRY I RONNIE SPELLER I ALBERTAFWHITE I GEORGE C. I N/F I 9 / BUILDING HEIGHT: LESS THAN 35'
BERTIE MEMORIAL HOSPITAL I DB 708 P156 DB 711.P 214 DB 723 P 555 PC —A P 1016 DB 714 P 658 CHERRY, JR. TERESA H. PUGH N/F
PC B PG 215 DB 746 P 957 DB 778 P 727 AUDREY M. HILL PROPERTY ADDRESS: US HWY 17 — KING STREET
DB 708.P 84 / PROPOSED LAND USAGE: COUNTY OFFICES
REFERENCE: DEED BOOK 757 PAGE 995
/ DEED BOOK 740 PAGE 216
--Lam_-�--
DUNLOW DRIVE
40' R11W
GRAPHIC SCALE
30 60 120 240
( IN FEET )
1 inch = 60 fL
REVISIONS DRAWNSY PROTECT
11 °°�--., BARTLETT 3136 ZEBULON ROAD -ROCKY MOUNT,.NORTH CAROLINA 27804
RT L F ° PHASE I D KW ARCHITECTS TEL [phone] - FAX [phone] [e-mail] cHLRoeY 05-02
.�ry ENGINEERING &SURVEYING, PC
A1906 NASH STREET NORTH TELE: [phone] XXX
SEAL WILSON, N.C. 27893 EMAIL: infobbortletten .com SHEET
FAX: [phone] SITE PLAN B E RT.I E COUNTY
OATS
P DATE: DEC. 2005 SURVEY BY: NA PROJECT:
: 05-06, DSS BUILDING SHEET Cp2
SCALE: 1" = 60' DRAWN BY: LR WINDSOR TOWNSHIP BERTIE COUNTY 2 of 7
REVISIONS CODE: DKW CONTRACTORS SHALLVERIFY
sua DWG FILE: 05061SPI NORTH CAROLINA ZONE: C2 WINDSOR, NORTH CAROLINA AN E RESPONSIBLE
IONS AT OB.

I
u
XISTING •,,. MH
P: 9 \ \ \ \
NV IN"; 7. 8`\i NAVD ea \ \ \ N/F I —
INV OUT: 1 73\ \ \ ` \ PERCY E3\PHELPS, HEIRS / \-
1 DPG 154
N/F
DALTON O'NEAL ROSE, JR.
�g39'28"E 244.24-' \ 1v /
WOODS ' _ _ _i \ ) DB 673 PG 02
\ \ o f \ \\ \ S01'29'18"E 302.68' I S03'03'45'E 80.60 10 MBL \
S1�3649"w NO SCALE 1
PROPOSED / 136 1 j WOODSBUING \\
i' -_---
FFE126.20 -_\\\\ \\
V PERCY E. , HEIRS
\ \ \ DB 331 PG PG 154 �
PROPOSED 4
SOP: 25.50' /
I / INV IN: 22.60'
EXISTING SAN M / 8 \ \
m /
\ INV OUT: 22.50' �/ \`\ I `� \ \
\--TOP: 23.73'
INV IN: 6.53� 1 1 I a_
So
INV OUT. 16.43' < Ex. 8" \ ` ( I 3" PVC W9dE o- / o- I o- aT°� _ - \ \ - - - z
CD 1 Y.I WATER I
I
1 1 SO4*03'47"E 393.42' 1 II I / \
I DO / /
1 1 I 3" STIC WATER
1 I I LINE W/ VALVE, 3"
o.
COMPOUND METER & / \ y
N I I £ 1 I I RPZ IN HOT BOXESILLU
IIkill. \
WATER LINE
li\\
1 \
I >
8" WATER LINE W/ B"x6" I I \
I/ 0 TAPPING SLEEVE & VALVE 1 \ \
� 1
N o
\ / f I SO4'03'47"E 411.30' 1 \ rrn\\
I a N
\)
\ / Z�
I
Co I N I I I I II
SITE NOTES:
/ II ALL UTILITY LOCATIONS ARE APPROXIMATE.
�L
/ THE SITE CONTRACTOR IS TO ASSUME RESPONSIBILITY FOR ALL DOMESTIC AND FIRE PROTECTION WATER
/ AND SEWER UTILITIES FROM A POINT 5' OUTSIDE OF THE BUILDING TO THE POINT OF PUBLIC CONNECTION.
_CIA / ALL SITE PLUMBING IS TO MEET THE NC STATE BUILDING CODE, VOLUME II, PLUMBING AND BERTIE
/ COUNTY STANDARDS AND SPECIFICATIONS.
I EXCAVATION AND GRADING PLAN NOTES:
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES
ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
I CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
O I I REQUIRED TO MATCH FINISHED GRADES.
I BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED
\ CD I BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF
/ OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
EXISTING SA� MH / CONTACT INC ONE CALL AT LEAST 48 HOURS BEFORE DIGGING.
\ TOP: 24.09, /
INV IN: 1 .79' EXISTING CONDITIONS:
INV 0 13.64' %
% THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE
\� CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
\ 6" PVC WeTER LINE
\ \ I PROPOSED S N. MH#3
1 TOP: 27.00' l� I
/ INV IN: 111 10'
I / INV OUT: A 9.00' NOg34 25"W \
ez
WOODS `� l
\ / / DAILTON O'NEAL ROSE, JR. I \
DB 673 PG 02 I \
\�(0
°� \ \ \ \
PROPOSED SAN. MH#2
\\ PROPOSEDD� SAN. A H#1 \\\ t
TOP: 21.Ob' 1 OP: 26.50
INV IN: 16.; 0' 1�1 ` It�V IN: 18.10 \ \ /
\\ INV OUT: 1 1.00' III"` INV�OUT: 18.00' _ __ - _ - - _ _ _ - - - _ �k / / / / / DALT O'NEAL ROSE, JR.
\ C SEW ��_- / / /
- _-- / DB 673 PG 02
10L•27 N022� T8"W-143.06' 00 S \ \?q49
\ Ol' 4' "W 85. 8' t409'35'21"W--:zo'------- -�// // \
\\ 1 1969\ J 1 \ \ \\ \\ \
---------------
\ \ WOODS- —LLJ
—
77
\ \ \\ 1 \ \
S7 \ \ \ \ \ \ \ \ \
---_ \ \ \ \ \ \
1, 16 15 _� ti �----- �0\\ \ \ \ \ \ \
N/F - - -N/F- - - ---N/F i N/F N/F N/F \ 9
/ SYLVIA L COLEY TERISE WHITE I -BONNIE CHER RONNIE SPELLER ALBERTA WHITE GEORGE C. I N/F
/ o IDB 708 P LE I DB 711 P 21ji DB 723�P 55 I PC -A P 1016 I DB_711A "515 CHERRY, JR. TERESA H. PUGH \ N/F \ \ \ \ \
-DB-746 P 957 ,�� 778 P 727 \ AUD1Y��1y' M. HILL \ \ \ \ \ \ \
DB 70P 84 \ \ \ \ \
I I I u
z, Lo— 0
s s S s s s
A EXISTING SAN. MH `\ B \
O TOP: 13.58' DUNLD`W DRIVE _ _EXISTINGN \
ti INV IN: 3.68' 40' R�ii� "' ^ TOP: 9 88 N�MH \ O ,1 I/ \� \ \ \ \
INV OUT: 3.53' \ INV OUT: 5.65' l
GENERAL NOTES: / \
WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. \
CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR PHONES & LIGHTING. '
THE PLUMBING CONTRACTOR (P.C.) WILL BE RESPONSIBLE FOR THE SITE'S GAS PIPING.
THE PLUMBING CONTRACTOR (P.C.) WILL BE RESPONSIBLE FOR THE GREASE INTERCEPTOR.
1111 BARTLETT
° ENGINEERING do SURVEYING, PC
1906 NASH STREET NORTH T'ELE: [phone]
SEAL V WILSON, N.C. 27893 EMAIL: infoObatletteng.com FAX: [phone]
20106 \ E DATE: FEB. 2006 SURVEY BY: NA PROJECT:
tl
�o, '401NE��o �.~�� SCALE 1' 60' DRAWN BY: LR 05-061
�`��
,0 REVISIONS: CODE: DKW
,,,
11111,,,,
DWG FILE: 05061 SP1
3136 ZEBULON ROAD - ROCKY MOUNT NORTH CAROLINA 27804
PHASE I
DKWA ARCHITECTS TEL [phone] - FAX [phone] -([e-mail] -www.dkwarch.com
UTILITY PLAN BERTIE COUNTY
WINDSOR TOWNSHIP BERTIE COUNTY D S S BUILDING
NORTH CAROUNA ZONE: C2 WINDSOR, NORTH CAROLINA
GRAPHIC SCALE
( IN FEET )
I inch = 60 ft.
REVISIONS
CONTRACTORS SHALL VERIFY
AND BE RESPONSIBLE FOR
ALL DIMENSIONS AT JOB.
v eT
PROJECT
LR
05-02
.HECXY
X)EWit
SHEET
°2/21306
CP3
eMEET
3 OF 7

ELEv EXISTING CONTOUR
ELEV PROPOSED CONTOUR
LIMITS OF DISTURBANCE
-x-x- SILT FENCE
Ll INLET -PROTECTION
/
�''� ROCK CHECK DAM1t
\
//
Ild OUTLET PROTECTION
\
CONSTRUCTION
ENTRANCE/EXIT
U ARC FILTER- /
I
/
\I \\
I \
l
TEMPORARY
\
1
' �
CONSTRUCTION
I
'
I ENTRANCE
I
lI
i I P AL TO
BE REMOVED
MATERIAL LAYDOWN
AND STAGING AREA
II
t
I ' I LIMITS OF
I I DISTURBANCE
I � I
r
I /
I N Z I N /
i'
I
CD
II
I
1
I
II
II
I
I
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I
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I
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a
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0
0
0
N
N
N
0
3
a
iM
a
N
0
0
0
0
i
0
3
i
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/
/
I
j
I
BARREL UNOL 1
RISER STRUCTURE
IN PLACE N
I
DISSIPATOR PAD/OUTLET PROTECTION SCHEDULE
(NYDOT METHOD)
APRON
APRON
STONE
D50
PIPE
Q(full)
Q (10)
V (full)
V (00)
PIPE DIA.
LENGTH
WIDTH **
CLASS
DEPTH
STONE
OUTLET
CFS
CFS
FPS
FPS
INCHES
ZONE
La
FEET
FEET
STONE
INCHES
SIZE
Z
5.75
1 3.46
1 3. r5l
1.96
18
1
1 4
6
4.5
A
18
2"-6"
48"
101.43
48.96
8.07
1 3.90
48
3
8
32
12
1
24
5°-17
A
12.37
9.71
3.94
3.09
24
1
4
8
6
A
18
2'•-6"
L
5.75
5.61
3.25
3.18
18
1
4
6
4.5
A
18
2"-6"
POND#1
1.95
5.44
2.48
6.93
12
1
4
4
3
A
18
2"-6"
POND#2
12.37
31.95
3.94
10.17
24
1
4
8
6
A
18
2"-6'
La = LENGTH MULTIPLIER (x DIAMETER)
** WIDTH = 3 x PIPE DIAMETER
GRAPHIC SCALE
( IN FEET )
L inch = 40 ft.
TEMPORARY DIVERSION
\r.
\ SILT '
r / FENCE
ARC FILTER FbR
�\ 1
�J
DITCH CALCULATIONS
10-YEAR DESIGN STORM
N
0.015
LOCATION
REQUIRED
DITCH
BOTTOM
FLOW
SIDE
FLOW
WETTED
HYDRAULIC
MANN.
ACTUAL
TOP
SHEAR
PFRIA
TEMP.
FLOW
SLOPE
WIDTH
DEPTH
SLOPE
AREA
PERIMETER
RADIUS
VEI_.
CAPACITY
WIDTH
STRESS
LINER
LINER
Q
s
d
y
M I
A
I P
R
V
Q
I W
(Ibs/sq.ft.)
REQUIRED
REQUIRED
TEMPORARY DIVERESION#1
4.751
0.0031
21
0.511
31
1.801
5.231
0.341
2.671
4.811
5.061
0.10
NO
YES
BARTLETT
ENGINEERING do SURVEYING, PC
a� 1906 NASH STREET NORTH TELE: [phone]
>EAL ( WILSON, N.C. 27893 EMAIL: infoObartletteng.com FAX' [phone]
!OlO�i vp
DATE: FEB. 2006 SURVEY BY: NA PROJECT:
05-061
SCALE: 1" =.30' DRAWN BY: LR
S. BPRd�� REOSIONS: CODE: DNW
DWG FILE: 05061SP1
PHASE I - GRADING, DRAINAGE,
SEDIMENTATION and EROSION
CONTROL PLAN
WINDSOR TOWNSHIP BERTIE COUNTY
NORTH CAROLINA ZONE: C2
LOCATION MAP
NO SCALE
STANDARD EROSION CONTROL NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II
REQUIREMENTS. REQUIREMENTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
1. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP
A COPY OF THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL
NPTES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND
ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS.
DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF UTTER AND SANITARY WASTE FROM THE SITE
SO THAT NO ADVERSE IMPACT TO WATER QUALITY OCCUR.
5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN
CALENDAR DAYS (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGE TO
STREAMS ON THE LATEST EPA -APPROVED 303(d) LIST) AND WITHIN A 24-HOUR
PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24-HOUR
PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL
AMOUNTS AND DATES.
6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED SOLIDS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND
EVALUATE THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL
MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE
ACTION TO CONTROL THE DISCHARGE.
/ LIMITS OF
7. KEEP A RECORD OF THE INSPECTIONS, RECORD ANY VISIBLE SEDIMENTATION FOUND
I
All
OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE
DISTURBANCE
SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY
OR ITS AUTHORIZED AGENT UPON REQUEST.
/
8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING
I AT OPTIMUM EFFICIENTLY.
/ �2T,0•
(THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND
'Y
\
SHOULD NOT BE RELIED UPON THE COMPLIANCE PURPOSES. A COPY OF THE
/
I GENERAL PERMIT CAN BE DOWNLOADED FORM THE DWQ STORMWATER AND
\ /
GENERAL PERMITS WEBSITE AT
^'
' OW
AND STAG AREA
http://h2o.enr.state.nc.us/su/PDF-Files/SW-General_Permits/NCGO10000.pdf)
'
-4-
I
GENERAL NOTES:
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL
/
ENCROACHMENTS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
/ i
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
I
L / /
i CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM
N /
PRIOR TO EXCAVATION.
TOPSOIL /
SIDEWALKS ARE TO BE 3000 PSI AT 28 DAYS AIR ENTRAINED CONCRETE. CONCRETE THICKNESS TO BE 4" UNLESS
NOTED OR SHOWN OTHERWISE ON THE PLANS.
STOCKPILE/ /.
SCORE SIDEWALK AT 5' ON CENTER OR AS SHOWN ON THE
LANDSCAPE/ARCHITECTURAL
PLANS. PROVIDE 1/2" EXPANSION JOINTS AT
ry WASTE AREA i
T
30 FT. INTERVALS AND WHEN SIDEWALK EITHER ABUTS A STRUCTURE OR CHANGES SIZES. MINIMUM
TRAVERSE SLOPE TO BE 1/4"
X
iry^� I
/
SLOPE PER FOOT.
/
/
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
/
NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
/
I
I
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
/ �
EXCAVATION AND GRADING PLAN NOTES:
/ \
DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAY-OFF
\
FOOTINGS. SEE ARCHITECTUAL PLANS.
SHALL AND COOPERATE RAVINGIES OR FIRMS
LALTERING,
/ / \
RCTOR
ADJACENT TONOTIFY
ONOTHE SITE BEFORE DISTURBING,ITH
REM VING, RELOCATING, AJUST NG OR
CONNECTING TO SAID FACILITIES. CONTRACTOR
SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
REQUIRED TO MATCH FINISHED GRADES.
ALL AREAS NOT COVERED BY BUILDING OR PAVING TO BE GRASSED, LANDSCAPED OR LEFT NATURAL AS INDICATED.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF OFF -SITE BY CONTRACTOR, AT AN APPROVED PERMITTED LOCATION.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED
��
BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
I ��•
I PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS
\
I UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
• I \
1
I REFER TO SOILS REPORT FOR DIRECTIONS ON EARTHWORK AND SUBGRADE PREPARATION, IF AVAILABLE.
,STRUCTURAL FILL:
ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOT LESS THAN 95% OF THE
\
STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES
J WHERE THE REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY
DENSITY. IT IS NOT ANTICIPATED THAT EITHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED
15 FILL, ITET SHOULD THISSITE.
REEUSE AS CUT STRUCTURAL RUCTURAL PTHS UP TO
RECOGNIZED THATTHE CLAYOSOILS ARESTo SENSIITTIVE TO WELLMOISTURE OR
AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK BE PERFORMED DURING THE DRIER
' J - / / /
MONTHS OF THE YEAR. THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE CONDITION THE SOILS AS
/ NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF THE COMPACTING OPERATIONS AND EFFORTS.
\ - - -;� �'� i / //
/ OFFSITE BORROW / TRENCH BORROW:
• -
` - - _
- - - --27.p�_ _, - _ - /
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50)
AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8 TO 10" LOOSE LIFTS AND COMPACT TO
- - - - _ _ J
/ /
- - -
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE
SOIL SHOULD BE MAINTAINED WITHIN f 3 PERCENTAGE POINTS
- - - - - _ _ _ _ _ �/ j
- OF THE OPTIMUM MOISTURE CONTENT
DETERMINED BY THE SAME TEST. OFF -.SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
- - -' _--____��EXISTING
CONDITIONS:.
TEMPORARY SEDIMENT BASIN SCHEDULE
TOTAL
I DISTURBED
REQ
WEIR
PROP
REQ
PROP
BASIN
AREA
AREA
0-2
SURFACE
LENGTH
WIDTH
DEPTH
LENGTH
BAFFLES
SURFACE
VOL
VOLUME
#
ACRES
ACRES
CFS
SQ FT
FT
I FT
FT
FT
REQ
SQ FT
CF
CF
1
2.20
2.2
7.60
3,311
83
41
2
10.0
NO
3,432
7,920
7,920
POND#1
1.55
1.55
5.4
2,333
NA
NA
2
10.0
NO
5,466
5,580
9,487
POND#2
10.15
9.8
35.1
15,280
178
89
2
33.1
YES
28,348
35,280
80,347
DISTURBED AREA x 3600 CU FT/ ACRE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS
AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
POSSIBLE CLARIFICATION OR RECONCILIATION.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER
LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD
HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY T0. DETERMINE LEGAL COMPLIANCE.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
3136 ZEBULON ROAD - ROCKY MOUNT, NORTH CAROLINA 27804 REVISIONS aLIRRN BY PROJECT
ARCHITECTS TEL [phone] FAX [phone] - [e-mail] aHEY 05-02
BERTIE COUNTY DATE SHEET
0212006
SHEET C P4
DSS BUILDING 4 OF 7
CONTRACTORS SHALLVERIFY
WINDSOR NORTH CAROLINA AND RESPONSIBLE FOR
7 ALL DIMENSIONS AT JOB.

I
I
I
- _ - _ - _ - - - -
/ I
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i
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EP-28.20 /
/
FUTURE BUILDING
S /
°" FFE: 27.5
/
/
/
,
/
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9
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SCHEDULE
(10-YEAR STORM)
n =
0.013
A
I
Cc
Q10
TOP
FROM
TO
PIPE
INLET
TOTAL
INTENSITY
RUNOFF
DSCHR
SLOPE
Dlheo
SIZE
Vfull
LENGTH
UPPER
LOWER
RUN
AREA
AREA
COEFF
PIPE
INVER
INVERT
(ACRES)
(ACRES)
(IN/HR)
(CFS)
(FT/FT)
(INCHES)(INCHES
(FT/SEC)
(FT)
25.50
DI#6
D1#5
R
0.10
0.10
7.20
0.85
0.6
0.0030
7.7
12
2.5
71
21.08
20.86
25.50
DI#5
CB#12
Q
0.08
0.17
7.20
0.85
1.1
0.0030
9.6
12
2.5
24
20.86
20.79
25.00
CB#12
CB#11
P
0.14
0.31
7.20
0.85
1.9
0.0 330
11.9
12
55
62
20.79
20.61
25.40
DI#4
C8#11
O
0.20
0.20
7.20
0.85
1.2
0.0 330
10.1
12
2.5
24
20.68
20.61
25.25
CB#11
6B#10
N
0.06
0.57
1 7.20
0.85
3.5
0.0030
14.9
15
2.9
23
20.61
20.54
25.25
CB#10
CB#9
M
0.10
0.66
1 7.20
0.85
4.1
0. 0030
15.8
18
3.3
15
20.54
20.49
25.00
CB#9
END
L
0.25
0.92
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0.85
5.6
0.0030
17.8
18
3.3
164
20.49
20.00
23.00
CB#8
DI#3
K
0.51
0.51
7.20
0.85
3.1
0.0030
14.3
12
2.5
78
21.31
21.08
25.50
DI#3
D1#2
1
0.10
0.61
7.20
0.85
3.7
0.0036
14.8
15
3.2
70
21.08
20.83
25.50
DI#2
6B#7
I
0.03
0.64
7.20
0.85
3.9
0.0040
14.7
15
3.3
48
20.83
20.64
25.40
DI#1
CB#7
H
0.15
0.15
7.20
0.85
0.9
0.0030
9.1
12
2.5
56
20.80
20.64
24.50
CB#7
C8#6
G
0.13
0.92
7.20
0.85
5.6
0.0030
17.8
18
3.3
23
20.64
20.57
24.50
CB#6
CB#5
F
0.07
0.99
7.20
0.85
6.0
0.0036
17.7
18
3.6
16
20.57
20.51
24.50
CB#5
CB#4
E
0.03
1.01
7.20
0.85
6.2
0.0042
17.4
18
3.8
60
20.51
20.26
24.25
CB#4
CB#2
D
0.23
L25
7.20
0.85
7.6
0.0030
20.0
24
3.9
15
20.26
20.21
24.00
CB#3
CB#2
C
0.05 1
0.05
7.20
0.85
0.3
0.0030
5.8
12
2.5
58
20.39
20.21
23.80
CB#2
CB#1
B
0.20
1.49
7.20
0.85
9.1
0.0030
21.4
24
3.9
36
20.21
20.11
23.80
CB#1
FES
A
0.09
1.59 1
7.20
0.85
9.7
0.0030
21.9
24
3.9
35
20.11
20.00
22.00
C8#20
6B#20
Y
0.30
0.30
7.20
0.8
1.7
6.0030
11.5
18
3.3
46
18.72
18.57
22.00
C8#19
FES
Z
0.30
0.60
7.20
0.8
3.5
0.0 330
14.9
18
3.3
24
18.57
18.50
NA IROADCROSSING#2
1
48" 1
?
17.00
7.20
0.4
49.0
0. 0050
36.5
48 1
8.1 1
72
16.50
16.14
( IN FEET )
1 inch = 20 ft.
BARTLETT DETAILED 3136 ZEBULON ROAD -ROCKY MOUNT, NORTH CAROLINA 27804 REVSOONS oLR
CBY PROJECT
ENGINEERING & SURVEYING, PC DKWA ARCHITECTS TEL [phone] - FAX [phone] - [e-mail] - www.dkwarch.com CHECKED BY 05-02
1906 NASH STREET NORTH TELE: [phone] XXX
WILSON, N.C. 27893 FAX: [phone] MATE SHEET
SEAL �_ EMAJL: Info®bo tletle"9.�om GRADING B E RT I E COUNTY
20106 g
DATE: DEC. 2005 SURVEY BY: NA PROJECT: 12/H005
CP5
SCALE: 1" = 60' DRAWN BY: LR 05-061 1 of 7
WINDSOR TOWNSHIP BERTIE COUNTY D S S BUILDING CONTRACTORS SHALLVERIFY
REVISIONS CODE: OKW
AND BE RESPONSIBLE FOR
DWG FILE: 05061SPI NORTH CAROUNA ZONE: C2 WINDSOR NORTH CAROLINA
7 ALL DIMENSIONS AT JOB.

w
u
' \ NAVD 88
W.
DRAINAGE ARE\
I If o(.TER 6- O POND#1
54 ACRES) 1
SO4'03
ail �J
I/ ryp
\ r�\
\ \ \ N/F
\ \ \ PERCY E.\PHELPS, HEIRS
DB 337 PG 154
I
-SOt'29'16'E 302.68'
I \ ,
/ \ C%l
PROPOSED
FBU1LDI 0
N/F
PERCY E. PHELPS, HEIRS
DB 331 PG 154 / /
It
1 J I I
7-E 393.42'
I I
I \ l
\ o-
-� PROPOSED
STPROMWA'ER I ORE "z N
I- \
1- \
\ OUTLET FOREBAY
, \
STRUCTURE 1
411
DETENTION POND ELEVATION -AREA ANIJ VOLUME
POND81
INCREMENTAL
ELEVATION
AREA
VOLUME
VOLUME SUM
(FT.)
(ACRES)
(ACRE -FT.)
(ACRE -FT.)
18.5
0.126
0.00
2878.09
0.00
19.0
0.139
2878.09
J9.2
0.144
1232.81
4110.90
20.0
0.185 -
5389 48
9500.38
i
�J
LOCATION MAP
l I S7 \ \ NO SCALE
244.24! � - - 6 7'f 1y N/F \ �
�S'39'26- \/ / l DALTON O'NEAL ROSE, JR. \
WOODS MY - -� ) DB 673 PG 02
9 \
DRAINAGE AREA \ \
TO POND#2 -
JJ (10.152 ACRES) 51338'4s �l
WOODS < \
\� \
I
\ I 0
i
FUTURE BUILDING
FFE: 27.5
/
i
---I-H---
IN
IMI
N09 34 25 \
WOODS
1N \ \\ PROPOSED / / FUTURE BUILDI G
a PERIMETER SHELF \ STORMWATERI
q \ / \ N/F
I W/TOPSOILILAYER \ POND2 2 I b I \ I - / DB 673 PG 02
I/ TON O'NEAL ROSE, JR.
-f- \ OUTLET I \ -- - / / �"`� ,/ `°j \ \ \ C ✓�
sr�uCTURE
It o \\ \\ \
DETENTION POND ANALYSIS
POND1 SMALL
STORMWATER PERMIT NUMBER: SW
PROJECT NAME: BERTIE COUNTYDSS
Drainage Basin: Roanoke
Class:
C;SW
3.0 FT DEPTH ON POND - 90% TSS REMOVAL
PROPOSED
PERMANEM
POOL SURFACE AREA
(SA)
5466
SQ. FT.
(PROVIDED FROM PLAN CONTOURS-ELEV 18.5')
DRAINAGE
AREA TO POND I
F_(bAj
67617
8.08
SQ.FT.
SAIDA RATIO
(SAIDA x 100)
% IMP AREA ALLOWED
(FROM CHART)
69.28
IMPERVIOUS AREA
PARKING AND DRIVE
18800
0
27950
46756
FUTURE ADDITION
TOTAL
SQ. FT.
%IMP AREA
69.14
SURFACE AREA CALCULATION
SAIDA RATIO RED I
(FROM CHART11
8.06
REQUIRED PERMANENT POOL SA
5452
SQ. FT.
PROVIDED PERMANENT POOL SA
I
SASS
SQ.FT.
VOLUME CALCULATION
BOTTOM ELEV.
15.5
PERMANENT POOL ELEV.
18.5
DESIGN POOL ELEV.
19.2
STORAGE DEPTH
0.7
FT.
Rv I I0.672
REQUIRED VOLUME (RV'DRAIN AREA)
3788
CUFT.
PROVIDED VOLUME
4124
CUFT.
ORIFICE CALCULATION
AVG.HEAD
0.3290
ESTIMATED
I FLOW FOR 2-DAY DRAWDOWN
0.0239
cfs
ESTIMATED
24)AY ORIML DIAMETER
1.25
inches
ESTIMATED
FLOW FOR 5-DAY DRAWDOWN
0,0095
cfs
ESTIMATED
5DAY ORIFICE DIAMETER
0.86
inches
ENGINEER USES
1
inches
FLOW (Q)
0.0151
cfs
DRAWDOWN
3.17
days
COMMENTS: SURFACE
AREA, VOLUME AND ORIFICE ARE
WITHIN DESIGN
GUIDELINES
BARTLETT
ENGINEERING & SURVEYING, PC
��i'•`>'' TD.i: 252 399-0704
���••• L IL WI�NN'ASN N.C.
STREET 3 NORTH FAX: [phone]
�V EMAIL infoObartletten .com
2010& \ DATE: DEC. 2005 SURVEY BY: NA PROJECT:
05-061
I SCALE: 1' - 60' DRAWN BY: LR
REVISIONS: CODE: DKW
DWG FILE: 05061SPI
d7 r \
DALTTPN O'=L ROSE, JR. - / / '. / DB 673 PG 02
1 \ NO2'2T 16"W 143.06' q
\ \ \ 01'54' -W 65. 8' N09'35'21"W - -n.c- - - - - - - p ` 1
WOODS - - _-_____----�_/ / \ \\ 1 19ss\ J
1 _T
��r- / -- \ \�\ l 1
16 15 ,--F4 i. �13------12-
-N/F _-N/F RJR / N/F N/F A WHITE Z' \ \
SDB�708 P COLEY 6 DB 711E PHITE BONNIE CH21� DB 723,P E'655 RONNIE SPELLER DBB71� �658 I� CHERRY, JR. I TERESA H. PUGH \ \ N/F
\ \ \\y�\\ \ \ \ \
\\ / �0O I \ i� I C.
PC -A P 1016 I -DB-746 P 957 _ ,�� 778 P 727 \ \ AUDIEFY M. HILL \ \ \ \ \ \ \ \
15 / T / DB 708. P\84
/
A� DUNLOW DRIVE\�\� \
40' R/W�'^
GRAPHIC SCALE
60 0 30 80 120 240 \
I I I I 1 _. _. 1
STORMWATER
WINDSOR TOWNSHIP
NORTH CAROUNA
BERTIE COUNTY
ZONE: C2
( IN FEET )
1 inch = 80 ft.
3136 ZEBULON ROAD - ROCKY MOUNT, NORTH CAROLINA 27804
ARCHITECTS TEL [phone] - FAX [phone] - [e-mail] - www.dkwarch.com
BERTIE COUNTY
DSS BUILDING
WINDSOR, NORTH CAROLINA
DETINTION POND ELEVATION
-AREA AND
VOLUME
POND42
INCREMENTAL
ELEVATION
AREA
I VOLUME
VOLUME SUM
(FT.)
(ACRES)
I (ACRE -FT.)
(ACRE -FT.)
20.0
0.651
0.000
0.000
20.5
0.165
14764.39
14764.39
21.0
0.731
15640.99
30405.38
21.5
0.758
16215.98
46621.36
22.0
0.785
16798.62
634 99.98
22.5
0.812
17368.77
80808.75
23.0
0.842
13009.95 1
98818.70
DETENTION POND ANALYSIS
POND2-LARGE
STORMWATER PERMIT NUMBER: SW
PROJECT NAME: BERTIE COUNTY DSS
Drainage Basin: Roanoke
Class:
C;SW
4.0 FT DEPTH ON POND - 90% TSS REMOVAL
PROPOSED
PERMANENT POOL SURFACE AREA
(SA)
28348
SOFT.
(PROVIDED FROM PLAN CONTOURS-ELEV 21.0)
DRAINAGE
-RATIO
AREA TO POND
(DA)
442221
SO.FT.
SAID
(SAIDA x 100)
6.41
% IMP AREA ALLOWED
(FROM CHART)
73.59
IMPERVIOUS
AREA
BUILDING
18579
PARKING AND DRNE
53636
GRAVEL ROAD
0
SIDEWALKS
2962
FUTURE ADDITION
238307
FUTURE RESERVE
11500
TOTAL 1
724984
SOFT.
% IMP AREA
73.49
SURFACE AREA CALCULATION
SAIDA RATIO REO
(FROM
CHART)
6.40
REQUIRED PERMANENT POOL SA
28287
SQ.FT.
PROVIDED PERMANEM POOL SA
28348
SFT.
O
VOLUME CALCULATION
BOTTOM ELEV.
16.0
PERMANENT POOL ELEV.
20.0
DESIGN POOL ELEV.
21
STORAGE DEPTH
1
FT.
Rv
0.711
REQUIRED VOLUME (RV
-DRAIN AREA)
216
26UFT.
C30405
PROVIDED VOLUME
CUFT.
ORIFICE CALCULATION
---
AVG. HEAD
0.438
t
E871MATED
FLOW FOR 2-DAY DRAWDOWN
0.1 660
cfe
ESTIMATED
2-DAY ORIFICE DIAMETER
3.18
inches
ESTIMATED
FLOW FOR 5-DAY DRAWDOWN
0.0704
cfs
ESTIMATED
5-DAY ORIFICE DIAMETER
2.01
Inches
ENGINEER USES
3
inches
FLOW (Q)
0.1563
cfi
DRAWDOWN
2.25
days
COMMENTS: SURFACE
AREA, VOLUME AND ORIFICE ARE
WITHIN DESIGN
GUIDELINES
REVISIONS
.aefN By
PROJECT
05=02
CpiI
GATE
SHEET
12/2005
SW I
SHE ET
1 OF 7
CONTRACTORS SHALL VERIFY
AND BE RESPONSIBLE FOR
ALL DIMENSIONS AT JOB.

DUPFTION
A SEDAOrt FILTER OR AN EXCAVATED &FOUR" AREA AROUND A SIOM DIVAN
PURPOSE CURB lAw OR PPE RESERVED
D PREVENT SEOOIDR FROM ENTERING STONN DRNWGE SYSTEMS PRIOR TO
PWNILIR STADIIUTKIN OF THE DISMNED AREA in < PARKM
CONDITIONS WHERE PRACTICE APPLIES ,em DU n/ AGUE :
AR
ESERVED RESERVED
W _� DRAIN HIM A� ro BE WTT D TYPES BEFORE PERMANENT UBRLC �" RPARK PARKING PARKING
SFIBllU1XN OF 11E DSTRBED AREA. oKFGEJF TYPES Of 5111UCIUBLFS ARE AP- •.
PUCAM E TO DIFFERENT CONAHIIONs. FLTLA
0
SILT FENCE DROP INLET SEDIMENTOROCTAL
FILTER cRoss + , ® o
SIGNS SHALL BE 0.080 ALUMINUM
w D.v. RASSTNJT "Milo 1).
aFOTEt1LE OR EON. iABLRC GAT FROY A BOLT TO STEEL TUBE & WAS RADIUM _
L SUMS SHALL BE NAMEDDEICE RON A M OF 1D�FEET T)IN n[ OW)UND PLATED BOLTS. NUTS k WASHERS MAXIMUM'
0. STAPIMS SHALL r OF HEAVY DUTY WRE AT LEAST 1/2- LINES IOW. � LIST PENALTY
A' WILL D. STAGES SHALL WE SPACED AROUD THE PERMETIER DF THE INLET A DESIGN
MAXYIAI OF TAR¢ FEET APART AND SACURELY DRIVEN INTO THE ORdRA SETTLED
L TRENCH SWILL EXCAVATED AMML 4' WAE AND V D® 7°P $250
N.C. Dor I BT O / S AROUND THE OUTSIDE PERMEER Of THE STAGS. EMERGENCY Rf-PASS 2'x 2.188 STEEL TUBE EXTEND GS m-ST.S
WASHED LIME F. LSE 12 GAUGE WE. e. 4' ON 4'. r. iO 4'
WIRE AND FABRC SAL BE STAPLED TO THE WOODEN STAKES _ A' ROOM SETTLED INTO DE WELDED
FILLED PIPE ATERTIGHT CA 0'
(FANG FASTEDm TD RE RRE A THE TOP RON WIDE IRS) m MIN LOP O DW PAINT P&L�/6118WBLACK COFFEE , SIGN 17•6'
MTO C K THE FABRIC ADD a' Of THE MIRE CXIEDIO ND G= OR EQUAL 12
THE TRENCHL THE HEIGHT OF THE FILM SAARIER SHALL BE inx
APPLICABLE AT ALL PONES OF NDIIEBS k ElWESS UNHEL SITE S SLARIIID. 15' THE NHS NO DE BA PIE < WTIffI1 DACKGROUND-WHIR FIGURE -WHITE ON ELLER"
FRET" CHEERS OF THE DEVICE AND WNELY IYMINVRX LUST BE PROVIDED. a THE TRENCH DINE C RE BAXOr10 'AIM 90L COMPACTED OR � FLIER cRaIND SIGN R DII S TLAINSTANDACOLORS S l G I
CRASHED SIGN[ Ofl1 THE iIMO. FABLIIC (COLORS�toRNl0. MDII SAAtl AR 4.1.1-PAATU LETTWNG/DNDEA-GPEEN �
MOTES
A HCD.OR I WARNED R
.T. I 0 DB) WA91STONE E USED, NAIVES
THIS SIGN AUY BE U4/0 IN P M OF SIGNS
PAD ro BE ED• L X 20V X Sb 0.7.//ATEGLiEt 4.1.1-LINT!) W 6MEN CORNEA M01U4- GIYPICAq
E T WHWI HORS TO BE SUFFICIENT TO ACCOYWDVTE LARGER TRUCKS OAWJIQED '"WE-
G ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE MR MA%NM DROP NET WITH wx
unsuctow w AL 7aUua. MIN PAVEMENT - M A X I M U M
D YUSr BE YwTA ED N A OImON WHICH Wu PREVENT TRAXOD AST TM9ED s10K YW ,acIHMIL VAN
OR DIRECT RnW OF TUNIC SNIDE STREETS PEIOOD TOP oRESS1AD PIAOFD ro A AIRS of SECTION swI as NwuNl PE
EttN A L T Y
OR REST now
ILL BE TRAFFIC ON HET' SOWEM ON HNxO. 12' ABOVE A OF B0% HAARnEayAE a 9 [Al-baIL 12SDACCESSIBLE NOTES: J [AIYFDNmY. REMOVE SEDIMENT AW RESTORE THE TRAP TO IS OSOIML DIMENSIONS THEN ME SENIOR9MEET OR OVERLAND FAO" ASPECT TEMPORARY SEDIMENT TRAPS AFTER FICA PFROD OF SEMNCANT RANFAIL RI 1u 3
SEALER L.IDSH RUNOFF ONLY. NORM SLOPE NOT TO HAS .ACCOMIMTED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT AT-Mo 11N MICA
MINIEWNCE ERODEDM MAIL DA - THAT IS REMOVED INTAREATDES04ED DISPOSAL AREA ND REPLACE THE CODUMTMATED PART
YANON TE ORAFL PID M A COMOnld1 ro PREVF/1r YW ND 9ENMENT FRO, APPROX. , ACRE OF THE GRAVEL FACING,
SIGN 0.l-50 VAN ACCESSIBLE 616N
UAAO THE C. AFTER EC SITE TB Nr! CT My TRU TU USED O TRIM CHECK THE H OFRLI E SPILLWAY
FOR DAMAGE UR011 EIS A OR PIPING.FPEDM SELOW E LAG
:-RANI STONE CLEAN
I UCLA S NECESSARY
ARPFL•F AW TMY RELE TIDIED ro IMP P' •-V
SFDREIrt AND OFAH A aR At NEC65IRI. WEDUAmY REI,OIE ALL oelED'IIONNBLE R P THE DEPTH Di THE SPIILMT ip ENSURE R B A IHNKIAIY OF /A IT. BQDM THE LOW Pert
WIERAS YLLID. 1WISIFD, OR TRACKED ONiD PUBLIC ROADWAK OF TMO EBEN G NDL ANY WSP-R FILL ANY ED FROM
E T OF THE AY MUST
TO BLEARY
R.: FILTERED WATER ABOVE OESIO! GRADE ANY RP -RAP DISPLACED FR011 THE SPILLWAY MUST BE REPRICED
MYEDAmY.
CONSTRUCTION ENTRANCE "LIED LIRE • FILTER FABLN TEMPORARY SEDIMENT TRAP (TST)
No SCALE STORM DRAIN NO SCALE HANDICAP SIGN DETAIL
INLET PROTECTION No SCALE
NO SCALE
DESIGN TOP WIDTH 2'-0'
FLOW_
CLASS 'A' SICK SETTLEMENT
A _____ ��� A IY�I _ 0.3' FREEBOAR 2 HANDICAP RON
3do do IS t(" i ' PROTECTED
AREA
24'
I ICI I ^I sEE1YAx
PLAN VIEW HANDICAPif
R
L� o
�'A'STONE
TEMPORARY DIVERSION BERM
S' 1 A STONE FETER NO SCALE yyGl yY�l LoSLOPE - 00�E2ElE{pj}d I
MAINTENANCE
INSPECT CHECK DAIS AND CHANNELS FOR CONSIST AFIFR EACH RUNOFF EVENT. GEOTEXTILE FABRIC
ANTICIPATE sBMUICOCE AND DEPMM ARCK TE CHECK CANAND E1DsaN FROM SECTION A — A LINER STANDARD DROP INLET DETAIL 9.0' I A.D• I ID• •
HIGH ROWS AROUND THE EDGES OF TE DAL. CORRECT ALL. MANAGE IMMEOIMMEDIATELY.IMMEDIATELY.IfI
4MNI1GNf EAOSDN OCCURS BETWEEN DAMS. INSTALL A PROTECTIVE RIP -RIP MAINTENANCE
LIVER N THAT I'ORIION of TIE CHYNNEI. INSPECT RIPRAP OUTLETS STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION GRATE PER OWNER SPECIFICATIONS
WBAOE SEGMENT ACCURRATED BEHw THE DAMS AS NEEDED ro PREVENT DAMIOE AROUND OR BELOW THE RIPRAP HAS TAKEN PUCE OR IF STONES HAVE BEEN DISLODGED. CONDITION 1: PEDESTRIAN PATH DOES NOT CONDITION 2: PEDESTRIAN PATH GOES BY,
70 THE Ol *n VEGETATION. ALLOW THE CHANNEL. TO DMN TNMM THE STONE IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE PASS UNDER OR AROUND SIGN UNDER, OR AROUND SIGN
cNecica;� PUDW �THE CARRYING � OVER THE IOI CALL
AEG sMo roDAS HEmMAINTAIN DE HEIGHT SECI
ROCK CHECK DAM DETAIL OUTLET PROTECTION
NO SCALE
No SCALE ,/r PLAB,DL �`' T'ON ,—' ORATE SPECIFICATIONS. HANDICAP STRIPING DETAIL
NO SCALE
A',RWAAR OVER r C®,
12' HWWRAI LIP D r .
L - THE DISTANCE SUCH THAT POINTS 1. APPLY LIVE FERTIUM AND SEED BEFORE LAYING NET OR MAT iAOM LOP of tIAIL .•iP >
••
A AND B ARE OF EGEQUALE22WVTEN 1 SURE LAYING THE NET FROM THE TOP OF CHANNEL OR SLOPE AND OIT DOWN THE
: e
r
GRACE. ALLOW SETTING TO LAY LOOSELY ON M SOL BUT WITHOUT WRNOES - 00 NOT STRETCH 5MAT OR BLANKET - TYPE PRODUCT SHOULD PROOE A VAST 30S COVERAGE OF THE SURFACE
WHERE O S APPLIED.
1 TO SCUM THE NET. BURY THE W SLOPE END N A SLOT OR TRENCH MO LESS THAN R NAMES DEEP. ��,, •R
COVER WITH SOT.. AND TAMP FIRMLY AS SHOWN. STAPLE THE NET EVERY 12 INCHES ACROSS A '
TE TOP END AND EVERY 3 FEET AROUND THE OM AND BOTTOM. HERE 2 SAWS OF NET ARE IS N A A 300o PT CONCH[ • ' • . . • • • , . ' . .. • : • .. .�. L
A L B LAD SEE BY SLOE• TE ADJACENT EDGES SHOULD BE OVERLAPPED 7 NOES AND STAPLED TOGETHER A .. .. . . .. . ' . ' .' . ' .. • . EXPANSION JOINTS 20•-0. O.C. MAX,
EACH STRIP OR AIDING SHOULD ALSO BE STAPLED DOWN THE CENTER EVERY 7 FFP.F. DO NOT A BURY THE TOP END OF
STRETCH THE NET WHEN APPUIHG STAKES. A THE MA77NG STRIPS N A CONTROL JOINTS 5'-0' O.C. MAX. 3000 PSI CONCRETE JOINT SEALER
e TRENCH B INCHES OR
4. TO JIXN TWO STOM CUT A TRENCH AND ANCHOR THE END TO THE NEW NET. OVERLAP THE END A A A MORE N DEPTH. 4•­4•
OF THE PREVIOUS ROLL IS INCHES. AS SHDWK AND SDUHE EVERY 12 INCHES JUST BELOW THE ■
ANCHOR IRDr. W N 4' - 0' OR AS INDICATED
SPACE OIE K Ill" N A CHIANEL SO THAT THE DIVEST O' A a L 1 8'
IMWWSREAM dW S AT ELLVUTM OF THE ICE OF IIPRIDAI OWL RRAAQQ
YNNTENNCE (BO SIDES)
ORPEOr All MULCHES E OSIPERIODICALLY,15ORAFTER APPLY ADDITIONAL
TO L ABAECK K RILL ONUT ON. IM REPAIR NOTES:
OR pIUWE. WNFM EROSION S OBSERVED. APPLY I0011101U1 MRRCHL r UNTL T OCOBLS. REPAIR - .
THE SLOPE DUDE RESEED, AND REINSTALL MILCR CONTINUE AABPOCTDNIS TILLED VEGETATION IS 1) FOR 24' RCP k LARGER USE -III III + : . FIRMLY ESFALOM. A A e PIPE DIAMETER PLUS 12' FOR .. . . .. '
ROCK CHECK DAM SPACING DETAIL MINIMUM INSIDE DIMENSION. NOTE: SIDEWAIX TO HAVE 1/4 PER INCH SLOPE JL
i r L TAMP THE IRE WI F1IW I 2) 24- X 24- CASTING WITH 12-, 1/2- 11 JOINT FILLER
SCR. SECURE RAIHI AOW
g Tt A W STAPLES. to INCHES 15' h 18' PINE 24' X 36'
NO SCALE TYPICAL STAPLES .Alf XA yA � ■ i FROM THE TRENCH. CASTING USED WITH 24' PIPE TRANSVERSE EXPANSION JOINT IN SIDEWAUC
p QAw "IRE �` '� �` A POR UBLIC R/W IF MU"n BE SIDEWALK DETAIL
•% TRAFFIC TAMING TYPE PER
yd. �tl( NcooT STANDARDS. NO SCALE
1 �
• A WA E 3) USE 4-X 4'X 8.OR 4-X 8'X
1 1/Y �----� A G OVERLAP - BUSY LIPPER END 16' SOLID CONCRETE BLACK. CAST
SIC \_ • OFLOWETR � IN
a T T h IN PLACE
TOP STRIP A UL to NDIIES AND 4) FOR STEP REQUIREMENT. SEE NOTE
I all
Ak
PRESS ENDS B ACHES INTO THE I W it W T A,
> STAPLE SECURELY A A 12 GUM 4' X ♦' OR 2' X 4' WELDED WIRE HOOKED SRO 1) TOGA DRAINAGE AREA FLOWING INTO SILT
SOL AROMA STRUCTURES IJD r 7-0' —� PREFORMED CHANEIS O ILEA. POLAR OR fASIEED FENCE WY HOT EXCEED 1 ACRE
WHEN VINO MOTNO CHAN "" OF FIDW � O' A D. W�YND BLOM TOLD
I 4,�, _ TO CfpN Ot WOOD POSE W/N0. B STARER SFENCES ASHOULD RE NDi CONCENTRATED
PPE
m w::.•.....Y-0' MIN.. ....... DDPIREEGOOR IN OVER T PNWIFL 10 THE
BLICN7 1Ri)
rn OVER THE PROTECTIVE MI0.CH ! A TRENCH
OF SEAPLEEL ED DOUBLE ULTRANOEE RESNANCE ( WINE /aI FAGRIC ROW (CAMS. ORCNAS BWAES ETC)
i BOTTOM DITCH LINING A C B` OR `r AT CENTEL W AL
DO W/ JUTE THATCHING, EXCELSIOR - DRAWING NOT To SCALE - MAX SEDA06 NOPAJE LEE,
`O TYPICAL VEGETATED STALE BLANKET AND FIBERGLASS NETTING D,CONSERWOION �:mL 'wilt
Go No SCALE NO SCALE STANDARD D.I. STEP
N 51EET ORAHAGE (ONLY)
\O
N 4H V NATAVL GRADE
NCARIff W kAPP � 12' FEASM INTO TRENCH CORE ELOW� 9ALWTDGR STOIME PR ROW OF WATER
UPSTRFAN w Y CARRY B' O' WARE RED DAEMON /
rn a STORM DRAW ro NCRF/SE sEOMa CAPACITY qD
v e' ±R3
o00 000riQ. R1/2' RJ' ,1' M. A LETI� CEDAR Ot 4' X 4' TREATED WOOD P0513 PRCUDNG THE FENCE. P� DI„ETE R1/2- .� AT 1O O.C. MAX. CEDAR k WOOD POST NIOAD 18 GE ERALLY ADJISAAE TO NGt avWEDA BITUMINOUS CONC. �� SE Y-o' w. A SEDNEH PIT N FRONT OF BLT
o 5 13/16' BITUMINOUS CONC. 16- SURFACE COURSE(S) FwE WHENEVER POSSIBLE
to /4• """NORPLYWOOD SURFACECOURSE(S)'W/A IAHYM a S' 12'R3' 12'/ 8' COMPACTEDWNIFHIAl10E
B' NE A SED 7' STONE ELSE D • I ,r 1 RESPECT SEDN FENCE AT LEAST ONCE A WED( OR AIER EACH NATIVE FAE Ary REpUPN STONE BASE L COURSE .'v. i"y REPAIR LAEM AMY.
t0 � 24' COURSE w''• • :.':.'� .S.P. ELEVATION SECION A -A SHOULD THE FADW OF A SEGMENT FENCE COLLAPSE TEAL DECOMPOSE OR SECCNE MTEMM
O
PLYWOOD RAEf PROTFCION FOIL I'� 24' '•:•• : •: •• REPLACE rt PROMPTLY REPLACE BURIIP lMft Bo DES.
STOW, DRAT TINDER CONSTRUCTION
SPILL CURB AND GUTTER CURB AND GUTTER _ _ RANCHO DIEM AS TEESSAwY ro PROVIDE ATo ANE STORAGE WGERW WB;VOLUMETHE FOR THE URXT
INLET PROTECTION FOR STORM o la' RAN ro REDUCE PRESIDE ON THE FADE rAJE GWE ro AvoE 1 HEEIOIRIRD tHE FENCE DUIRNo
�' NO SCALE NO SCALE STEPS BL ut� RE cL=MWAlGIEE/NDIR
L7 DRAIN UNDER CONSTRUCTION TOP OF SHALL
THE ORATE THE FROM
AFTER nE DDN AEw Ia oRAN�E APEA �v PROPEL � Mlo
wDe
DEPTH SHWl BE MEASURED FROM THE
a No SCALE OF THE CATCH BASIN.SILT FENCE DETAIL
K - DRAWING NOT TO SCALE -
a NO SCALE
3136 ZEBULON ROAD - ROCKY MOUNT NORTH CAROLINA 27804 REVISIONS DRAWN B1 PROJECT
�P�T L ET E......... BARTLETT DKWA ARCHITECTS TEL [phone] - FAX [phone] - MOUNT,
- www.dkwarch.com CHECKED 05-02
ENGINEERING do SURVEYING, PC
a 1906 NASH STREET NORTH TELE [phone] DETAILS
WILSON, N.C. 27893 FAX: [phone] B E RT I E COUNTY
u - (+ - EMAIL- InfoObarUstten .eom DATE SHEET
a E`J 201 A� ` DATE: FEB. 2008 SURVEY 8Y: NA PROJECT: °y2 ET DTI
�i SHEET
DSS BUILDING BDF%
~� SCALE 1• _ 3(1• DRAWN HY. LR 05-061 WINDSOR TOWNSHIP BERTIE COUNTY
`o �hA� ` yA /, �•`�. CONTRACTORS SHALL VERIFY
Z "I'�,Y,L ''i S. BP H.` REVISIONS: CODE DKW AND BE RESPONSIBLE FOR
', SLAT" AAAAHHMNI,HIIITM DWG FILE: 05061SP1 NORTH CAROLINA ZONE: C2 WINDSOR, NORTH CAROLINA ALL DIMENSIONS AT JOB.

I,=• �S li t t �, t.'tJ e,;� _�i� ,1.� I `. �1_ I-:[_ 5.....
ROOF DRAIN
(BY BUILDING
CONTRACTOR)
BUILDING
8� ABOVE FFEE
m
NOTE: �-
SITE UTILITY CONTRACTOR �05X
TO EXTEND B'ROOF DRAINSFROM STORM DRAINCOLLECTION SYSTEM TO A SLOMUM INV.
NV 16"
POINT 8' ABOVE FFE. BELOW FFE -
COORDINATE LOCATION WITH
BUILDING CONTRACTOR.
TYPICAL ROOFDRAIN DETAIL
NO SCALE
NOTE:
PAD SLOPED 1/4" PER
FOOT TO DRAIN ANY DIRECTION
I 20'-0" =i
20'-0'
8' 3000 PSI CONCRETE WITH 6 X 8
10 / 10 WWF
6
6
8 3. 9.
SIDE
TYPICAL DUMPSTER PAD
NO SCALE
r
a
IF CUR6 N116NT *A".15 6", THEN•
4.71.1- AT 1110 MAXIMUM SLOPE, SIDE FLARE
°B-15 66NMINIIAUAL
47.1.1- AT 1:12 MAXIMUM SLOPE, 510E FLARB
'6' 15 71' MINIMUM.
CURB CUTS & SIDE FLARES DETAIL
NO SCALE
CONSTRUCTION SEQUENCE:
1. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION
CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED.
2. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF GRADING ACTIVITIES.
3. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE
ACCORDING TO PUNS AND AS NEEDED.
4. THE STORMWATER DETENTION POND, RISER AND BARREL DISSIPATOR, RECEIVING
CHANNEL, EMERGENCY SPILLWAY, AND LEVEL SPREADER MUST BE BUILT AND
STABILIZED BEFORE INSTALLATION OF THE STORM DRAIN SYSTEM. DETENTION
POND TO SERVE AS TEMPORARY SEDIMENT TRAP.
PROVIDE ARC FILTER AROUND BARREL UNTIL RISER STRUCTURE IN PLACE
5. TEMPORARY SEDIMENT TRAPS TO BE INSTALLED AND PROVIDED WITH TEMPORARY
GROUNDCOVER.
6. BEGIN CONSTRUCTION OF BERMS AND WATER DIVERSION CHANNELS.
PROVIDE. TEMPORARY GROUND COVER FOR DIVERSIONS WHEN BUILT.
7. BEGIN GRADING AND MAINTAIN DEVICES AS NEEDED.
8. BEGIN CONSTRUCTION OF STORM DRAINAGE SYSTEM.
9. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN
STORM DRAIN UNDER CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN.
10. USE BLOCK AND GRAVEL DEVICE OR ACCEPTABLE ALTERNATIVE.
11. CURB INLET OR BLOCK AND GRAVEL INLET PROTECTION TO BE INSTALLED
AFTER GRATES ARE SET OR AS SOON AS BOX IS BACKFILLED.
12. INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS.
13. TEMPORARY SEDIMENT TRAP (PONDS) TO BE CLEANED OUT AND CONVERTED TO
PERMANENT STORMWATER DETENTION POND AND TST/1 TO BE REMOVED UPON
COMPLETION OF ROAD PAVING ACTIVITIES AND UPLAND AREAS STABILIZED.
14. VEGETATION TO BE ESTABLUSHED ON SLOPES OR OTHER AREAS (INCLUDING STOCKPILE AREAS)
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. SEEDING TO
BE DONE AT RATES AS INDICATED ON PLAN.
15. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED
COMPLETELY, INCLUDING EASEMENTS, LOT IMPROVEMENTS, AND WASTE PILES,
REMOVE ALL TEMPORARY MEASURES.
16. ALL APPUCABLE E&S CONTROL MEASURES TO BE PROPERLY MAINTAINED UNTIL A
VIGOROUS STAND OF PERMANENT VEGETAION IS ESTABLISHED.
MAINTENANCE:
1. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED
AT LEAST ONCE EVERY WEEK AND AFTER EVERY RUN-OFF PRODUCING
RAINFALL
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR
REPLACED AS. NECESSARY.
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3' DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE
RIP ENTIRE AREA 6' DEEP.
REMOVE ALL LOOSE ROCK. ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL UME AND FERTIUZFR UNIFORMLY AND MIX
WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM
SEEDBED IS PREPARED 4' TO 6' DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SEEDING SCHEDULE:
PERMANENT
SEEDING MIXTURE
mcrlce RATED /9 PCRE)
TOLL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERCEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING DATES BEST POSSIBLE
EARLY SPRING 2/15-3 20 2/15-4/30
FALL 9/1-9 30 9/1-10/31
SOIL AMENDMENTS
UMESTONE 3000-5000 LBS/ACRE
FERTIUZER(10-10-10) IODO LB/ACRE
STRAW MULCH 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 435 GALLON/ACRE
TEMPORARY SEEDING
SEEDING MIXTURE
S RATFD�/Af.RE1
GERMAN MILLET 40
SEEDING DATES 4/15-8/15
SOIL AMENDMENTS
LIMESTONE 2000 LB ACRE
FERnUZER(10-10-10) 750 LB ACRE
STRAW MULCH 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 435 GALLON/ACRE
Err-
s~• ExE ra xal a MMNA
1901AETRIC NEW
GENERAL NOTES
1. 94EW"L( AC>FA F M1 BE NE01E.*D AT IDI.CTNMB AS SHORN ON WE
RAx9 OR AB OIEe1m BY WE ENQNIER. 9GEWMIE AOEA M 91ALL BE
LOCATED A9 IGN(AM N WE DETAIL HGN.\tR THE MAVOI YAY BE AOAHIIEO
AS DIECTED BY THE ENNNNEFA "MERE nOSMO LIGHT P AE HNMNIR
OIOP EAEIS, ETC Af M PLA!ENENT. AT ALL LOGINM NOT TEA "HAM S EFEI
6 f11LL HqR OEM SINE BE M® BETE¢N oOUBIE RAIPS.
E NO 9DNE ON THE eDEWl® NN ACCESS NM S El1'/1• DWI INNEUkRO MI TO THE Oft E OF WE ITREET.
> N x0 CAS: SINE WE VOWN OF RE 90EYM ACCESS NAW K LESS
THAN IG (S-*') HGNEISR. R MAY EXCEED 401,
M lIH CIAA ,C (.L.O P91 WNOEIF MW A NNENEH W ORDER TO
WTAN A A " ROIW xw90D 91KA2
&=EWNIXM JWT M11 BE IIEal1® MERE nE aMOEIE 90EMILf
NNP iYxa WE CW AIBI AB 9WM1 CN THE STMO,%0 N A%W1,
SIDEWALK ACCESS RAMP DETAIL
NO SCALE
STORMWATER POND BANKS
SEEDING MIXTURE -SEEM RATEOR/ACREI SEEDING DATE_c
BERMUDAGRASS 80 4/15-8/15
RED TOP (AGROTIS ALGA) 25 4/15-9/30
POND#1. (SMALL POND)
WATER FLOW
PRINCIPAL USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE
SPILLWAY CONNECTIONS.
PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION.
INSTALL ANTI -SEEP COLLAR(S) SLIGHTLY DOWNSTREAM OF
DAM CENTERLINE (MINIMUM PROJECTION 1.5 FT.).
PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND
ANTI -SEEP COLLARS. DO NOT USE PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL, OR SILT. COMPACT 4-INCH LAYERS
OF SOIL, BY HAND, UNDER AND AROUND PIPE AND COLLARS
TO AT LEAST THE DENSITY OF FOUNDATION SOIL AVOID
RAISING PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE
COMPACTING MATERIAL UNDER PIPE HAUNCHES
COVER PIPE TO A DEPTH OF 2 Fr. MINIMUM OF
HAND -COMPACTED BACKFILL BEFORE CROSSING IT WITH
CONSTRUCTION EQUIPMENT.
ANCHOR RISER IN PLACE WITH -0.16 CU. YDS, OF
CONCRETE TO PREVENT FLOTATION. (AREA OF 18- PIPE=1.77
SQ.Fr. * LENGTH (5FT.)=8.85 CU.FT. * 1.1/27
CU.FT./CU.YD= 0.36 CUNDS *64.4LBS/CU. Fr.
WATER/150LBS/CU.FT. CONCRETE). EMBED RISER AT LEAST
6 INCHES INTO CONCRETE.
INSTALL TRASH GUARD WITH BARS SPACED 2-3 INCHES
APART ON RISER AND ALSO PROVIDE TRASH GUARD FOR
ORIFICES.
POND#2 (LARGE POND)
WATER FLOW
PRINCIPAL USE ONLY APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE
SPILLWAY CONNECTIONS.
PLACE BARREL AND RISER ON FIRM, EVEN FOUNDATION.
INSTALL ANTI -SEEP COLLAR(S) SLIGHTLY DOWNSTREAM OF
DAM CENTERLINE (MINIMUM PROJECTION 1.5 Fr.).
PLACE MOIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND
ANTI -SEEP COLLARS. DO NOT USE PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL, OR SILT. COMPACT 4-INCH LAYERS
OF SOIL, BY HAND, UNDER AND AROUND PIPE AND COLLARS
TO AT LEAST THE DENSITY OF FOUNDATION SOIL. AVOID
RAISING PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE
COMPACTING MATERIAL UNDER PIPE HAUNCHES.
COVER PIPE TO A DEPTH OF 2 Fr. MINIMUM OF
HAND -COMPACTED BACKFILL BEFORE CROSSING IT WITH
CONSTRUCTION EQUIPMENT.
ANCHOR RISER IN PLACE WITH -1.1 CU. YDS. OF CONCRETE
TO PREVENT FLOTATION. (AREA OF 36- PIPE=7.065 SQ.FT.*
LENGTH (9FT.)=63.6 CU.FT. * 1.1/27 CU.FT./CU.YD= 2.6
CU.YDS *64.4LBS/CU. Fr. WATER/150LBS/CU.FT. CONCRETE).
EMBED RISER AT LEAST 6 INCHES INTO CONCRETE.
INSTALL TRASH GUARD WITH BARS SPACED 2-3 INCHES
APART ON RISER AND ALSO PROVIDE TRASH GUARD FOR
ORIFICES.
TRASH RACK FOR 30' WEIR O ELEV 20.0'
RISER AND ORIFICES
MAXIMUM WATER LEVEL
TOP RISER ELEV 19.2' TL
(20.18' FOR 100YR STORM EVENT)
-.--.--.--.--.-_.--._-._-.--.--.--
- - -3
RIPRAP INLET
PROTECTION NORMAL POOL 18.5'
ONE 1'E HOLE O INVERT 18"CMP 1
FOREBAY - CLEANOUT ELEV. 16.25' ELEV, 18.5' (FULL POOL) 2
wITERUsE6-lLS TST -
12" CMP
//J CONCRETE ANTI -
POND BOTTOM O ELEV. 15,5' ! EMERGENCY DRNN VALVE FLOTATION BLOCK
WET RETENTION POND X-SECTION/ RISER BARREL
No Scale
REFERENCE: BERTIE COUNTY DSS
WET -DETENTION POND #I (Small Pond)
The Bertie County DSS detention basin was designed to meet stormwater
requirements for nutrient reduction and 90% TSS removal. The detention TOP ELEV212'
pond meets the required 2-5 day drawdown for a I" storm event.
Elevation: 18.50' full pool to 21.30' top of dike
FREEBOARD
3
11
ANTI -SEEP COLLAR
MINIMUM PROJECTION
1.5 FT. OUTSIDE OF PIPE
+ FREEBOARD
11
ELEV 21.2'
EMERGENCY SPILLWAY ELEV 20.0'
Bottom Elevation: 15.50'
Maximum Elevation: 20.18' for a 100-yr Storm EMERGENCY SPILLWAY X-SECTION
No Scale
Weir -Rectangular: Crest Elevation 20.0'
Width = 30.0'
TOP ELEV 21.20'
Stand Pipe: Invert Elevation 19.2' B PEFREEBOARD
Diameter = 1.5'
':�*
Barrel:Diameter=1.0' Length=44' FULL POOL 187 s' t' RIMETER SHELF (WITH TOPSOIL DYER)
Invert In=14.5' Invert Out =14.3' 2
1
Orifice: One opening
Invert Elevation 18.5' POND BOTTOM 15.5'
Diameter = 1.0"
NOTE; 6:1 PERIMETER SHELF REQUIRED FOR. MAIN POND (NOT FOREMY)
PERIMETER SHELF X-SECTION
No Scale
TRASH RACK- FOR 40' WEIR O ELEV 22.50'
MAXIMUM WATER LEVEL RISER AND ORIFICES
(22.80' FOR 100YR STORM EVENT) TOP. RISER ELEV 21.0' TOf
---------•-----------•-------- --.•-.-.-3
RIPRAP INLET
�
PROTECTION NORMAL POOL 20.0'
' - ONE 3"/ HOLE OINVERT 36"CMP
FOREBAY - ELEV. 20.0' FULL POOL 1
CLEANOUT ELEV. 17.0' ( ) 2
_ wHER-USED As TST -
24- CMP
CONCRETE ANTI -
POND BOTTOM O ELEV. 16.0' EMERGENCY DRAIN VALVE FLOTATION BLOCK
WET RETENTION POND X-SECTION/ RISER BARREL
No Scale
REFERENCE: BERTIE COUNTY DSS
WET -DETENTION POND #2 (Large Pond)
The Bertie County Middle School detention basin was designed to meet
Stormwater requirements for nutrient reduction and 90% TSS removal. The TOP ELEV 24.0'
detention pond meets the required 2-5 day drawdown for a I" storm event. -�
Elevation: 20.00' full pool to 24.0' top of dike
FREEBOARD
3
11
`ANTI -SEEP COLLAR
MINIMUM PROJECTION
1.5 FT. OUTSIDE OF PIPE
+ FREEBOARD
11
Bottom Elevation: 16.00'
Maximum Elevation: 22.90' for a 100-yr storm EMERGENCY SPILLWAY X-SECTION
No Scale
Weir -Rectangular: Crest Elevation 22.50'
Width = 40.0'
TOP ELEV 24.0'
Stand Pipe: Invert Elevation 210' 1.0' + FREEBOARD
Diameter = 3.0' 3
1
0. B'
Barrel: Diameter = 2.0' Length=76' FULL POOL 21
Invert In=13.5' Invert Out =13.3' t9.0
Orifice: One opening
SHELF (WITH TOPSOIL LAYER)
Invert Elevation 20DO POND BOTTOM 16.0'
Diameter = 3.0"'
NOTE: 6.1 .PERIMETER SHELF REQUIRED FOR MANS POND (NOT FOREBAY)
PERIMETER SHELF X-SECTION
No Scale
BARTLE17
3136 ZEBULON ROAD - ROCKY MOUNT NORTH CAROLINA 27804
ENGINEERING & SURVEYING, Pc
Di
ARCHITECTS TEL [phone] - FAX [phone] - [e-mail] - www.dkwarch.com
'
SOY /
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893 FAX: [phone]
DETAILS
BERTIE COUNTY
SEp � �
EMAIL: inlo6bartletteng.com
DATE: FEB. 2006
SURVEY BY: NA
PROJECT:
0& (T,r
SCALE: 1' = 30'
DRAWN BY: LR
WINDSOR .TOWNSHIP BERTIE .COUNTY
05-061
D S S BUILDING
REVISIONS:
CODE: DKw
NORTH CAROLINA ZONE: cz
17 (°
W111NDSOR, NORTH CAROLINA
DWG FILE: 05061SP7
REVISIONS
oxnwN BY
PROJECT
LR
CHEcXXY
05-02
X
DATE
SHEET
2/2006
°HEET
DT2
SHEET
S
7 OF 7
CONTRACTORS SHALLVERIFY
AND BE RESPONSIBLE FOR
ALL DIMENSIONS AT JOB.