SW7060108_APPROVED PLANS_20090304

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
Cf�I APPROVED PLANS
C
❑ HISTORICAL FILE
DOC DATE
834�
YYYYMMDD

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REFERENCES / \
ANNA W. D. GRANVfLLE �
Christian Voice Mim5trle5, Inc. Lff_L1=1' O�O�P�� /
PRES NT USE: AGRICULTURE \
Lllley Tract - Topo Map A'CEL: 01021 15G Ik Ili
By. Wood Duck Land Surveying DB 9I4, PG. 8G7-
Bryant E. Hardison, Jr. PL5
Date 3/ 1 5/ZOOS ����' �• 1 r C
K
BEFORE YOU DIG..... \ri 71•
/ 1N" 0411-M 4�
Gall 48 Hours Before You Dig!\\ r� / J
1 �-800-632-4949 � ZONE X
\�\\ //
RELOCATED FIRE LANE
REMOVE RIPARIAN BUFFER ON SOUTHERN WATER \ /
FEATURE AS CALLED BY DWQ �\ \ �•
6 REV#SECT PER CITY OF WASHINGTON COMMENTS Off` \
Z
REVISED WATER AND SEWER SERVICE PER . C.A. LEWIS \\\ 1 �I
REQUEST �\ /
QREVISED PARKING LOT, ENTRANCE DRIVEWAY, CANAL
CROSSING, WATER, SEWER, STORM DRAINAGE, GRADE5,
STRIPING
® REVISED PARKING LOT, ENTRANCE DRIVEWAY
REVISED SANITARY SEWER AND WATER MAIN UTILITY ` �� \ �� ` 710 f
A\ EASEMENTS PER CITY OF WASHINGTON PUBLIC WORKS
G DEPARTMENT.
Q REVISED SANITARY SEWER AND
CORRE5FONDING QUANTITIES
AADDED TURN -AROUND @ REAR OF PARKING LOT
11 12 13 14 15 16 17 18
1 �
1 ANNA W. * D. GRANVILLE LILLEY
1 PRESENT U5E: AGRICULTURE
PARCEL: 15017786
DB, I OG7 PG. G2 I
329.47'
225.39' 45a32 54t G28.G5 TOTAL
GAS
GA5'
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TU2N, SOUND
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/elF E' CONG. SIDEWALK . 2G I
49.82'
S� y i 52'
A 20'
HARVEST CHURCH
GRO 5 FLOOR AREA
3 , 1 G8 Sc[. Pt.
r Ff= q LEV. - 13.50 w Q
6� \ /1
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/ 104.67'
PROPOSED /I 7
2° o TRAN5PORMER SOX T% TI TI I71717 T7 T -1 T` T �-! ,7 I Fl
��6 0111 1111I1/11I1�slfllll1l11�
11 1J1I111 LL L 1 L-1 �111-U1-r 11 I I I l UTILITY IA5EM NT
7.
(� 5'
1111E f .fit
5701\17. 50r LK 5
vIIIIIIII
pJ / v1 I1
z e�' l
/ TEMPORARY FIRE LANE
N 2 0' F I R E L A N E CONSTRUCTED OF 5"111111i
WASHED STONE COVERED
WITH GRASS
GENERAL CONSTRUCTION NOTES: \�\ HE Ap-----oH, - - HE �� ----Iy R° r�' I "r- ?�7 �1----OHI A}----�--oHE ---- At-- ,
\ ���dv�-��5 znr
F THE CONTRACTOR SHALL CONTACT NC ONE CALL FOR LOCATiON5 OF ALL EXISTING UTiLITIE5 PRIOR TO %�\ \� \j�(CH RiC = 13.92 (NAND '88) ---- -_-•- --�=--�-�--z-� -Y---a ---R --—=- �-4- =- �-
CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS OF ALL UNDERGROUND 3
- �\ G�Q;� \ \ E K I H LABEL TAG — _ — . _ _ — — _— .� — — .� — — — —
UTILITIES PRIOR TO EXCAVATION,<� �`' J
�� � \�\ N POWE POLE
ALL GRADING 5HALL BE ACCCMPL15dE0 IN ACCORDANCE WITH THE APPROVED SEDIMENTATION AND EROSION % \�� �� ✓✓/
CONTROL PERMIT AND PLAN A5 SHOWN ON SHEETC-2. \�j>2� �� ✓✓ DEAUfORT CO. COMMITTEE Of 100, LTD.
AN APPROVED COPY OF THI5 SEDIMENT AND EROSION CONTROL PERMIT AND PLANS SHALL SE E KEPT ON SITE �2 \\ `� �/ ✓ /\ / \
\� ✓� ! �� PRESENT USE: BUSINESS
DURING ALL TIMES OF CON57RUCT14N ACTIVITY.
PARCEL: 01019035 (i
EARTHWORK SHALL BE TO THE LINES AND GRADES AS SHOWN ON THESE PLANS. ` I I DB 1325 PG. 949 f l
COMPACTION AND DENSITY TESTS SHALL BE PERFORMED AND CERTIFIED BY AN INDEPENDENT PROFESSIONAL \\ `�\✓� PC D / 37G ` I
ITY UIREMENTS SHALL BE MET: ✓ �`' }
TESTING FIRM. THE FOLLOWING DENS REQ ✓�- •^*� f
AREA: PERCENT OF MODIFIED PROCTOR (AA5HTO T9%:
E PIPE BACKPILL
5HOULDER5 95.00
5U15GRADE 95.00
A.B.C. 100.00
BUILDING PAD 100,00 �� �0
ALL ASPHALT PAVING SMALL BE ASSCOMPL15HEiD IN ACCORDANCE WITH NCO075 QUALITY MANAGEMENT SYSTEM � � �� � � ' � � ••-- — — — — —
(QMS). THE PAVING CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL REQUIRED PLANT MIX TESTING AND
r f r�
FfELD DENSITY REPORTS., ,� , -- --- — i — —
THE PROPOSED WATER * SEWER LINE CONSTRUCTION SHALL BE ACCOMPLISHED iN ACCORDANCE WITH THE 0 �. r� ; ,.w •�'• _ �l l
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, D(VI5ION OF ENVIRONMENTAL � r � �` ,
D HEALTH. CONTRACTOR SHALL COORDINATE THEIR WOiZK WITH THE TOWN OF WA5HINGTON'5 REPRE5ENTATIVE.
ANY CHANGES IN THE APPROVED PLANS AND SPECIFICATIONS MUST BE APPROVED SY THE TOWN OF
7/WASHINGTON AND THE REGULATORY AGENCIES PRIOR TO CONSTRUCTION OF THESE CHANGES. 111
CONSTRUCTION MUST BE INSPECTED BY THE ENGINEER OR HIS REPRESENTATIVE AND CERTIFIED BY THE
ENGINEER IN ACCORDANCE WITH NORTH CAROLINA STATE STATUE 10 NCAC 10 D.0903, AS AMENDED
DEC€MBER 1, 1987. CONSTRUCTION SHALL ALSO BE INSPECTED BY THE TOWN OF WILLIAM5TON. �1 1
T F
THE CONTRACTOR SHALL BE LICENSED BY THE STATE OF NORTH T CAROLINA AND APPROVED BY THE OWN O 11 O �� � I I 51 T E FLAN
WASHINGTON. THE TOWN OF WASHINGTON RE5ERVE5 THE RIGHT TO REJECT ANY CONTRACTOR WH05E ++
PREVIOUS PERFORMANCE HAS PROVEN TO BE UN5ATI5FACTORY TO THE TOWN OF WASHINGTON.
THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE TOWN OF WASHINGTON 48 HOURS PRIOR TO , A I
Q BEGINNING WORK. NO WATER OR SEWER UTILITY WORK SHALL BE BACKFILLED WITHOUT APPROVAL BY THE TOWN
OF WASHINGTON, THE TOWN OF WASHINGTON RESERVES THE RIGHT TO HAVE ANY WORK IN QUESTION 1 A ,
as za o 40' as
UNCOVERED FOR INSPECTION AT NO COST TO THE TOWN OF WA5HINGTON OR THE DEVELOPER.
THE FIRE PROTECTION LINE SHALL BE G" POLYVINYL CHLORIDE (PVC) - CLA55 200 5DR 21 CONFORMING TO A5TM 1 11� GRAPNC 5CALc = 40'
D 1754 AND A5TM D224 1 WITH "PUSH -ON" JOINTS. THE SEWER SERVICE LINES SHALL BE 10" POLYVINYL I NOTES:
CHLORIDE (PVC) 5GM 40. �� r y I 1 , ALL CURB AND PAVEMENT RADII TO BE 5' UNLESS OTHERWISE SPECIFIED
FITTfNG5 SHALL BE DUCTILE IRON, MECHANICAL JOINT COMPACT FITTING5 CONFORMING TO ANSI/ AWWA C 1 53/ 1 1 i 2. ALL CURB AND GUTTER TO BE TYPE I L 24" T END OF ENTRANCE TIE-IN RADII.
1i � I 3. ALL CURB AND GUTTER TO B€ TYPE i UNLESS OTHERWISE SPECIFIED.
A2 1.53 AND 5fiiALL BE BITUMINOUS COATED OUTSIDE AND CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI/ 4. BUILDING PLANS MUST BE REVIEWED BY THE NORTH CAROLNA DEPARTMENT OF INSURANCE.
AWWA C! 04/ A2 f .4. 1 �1 Q 5. ERO5101\1-5f[) lMENTATION CONTROL PERMIT 15 REQUIRED.
Ill
G. HANDICAP 5
METALLIC, 3" WIDE, DETECTABLE TAPE SHALL BE CENTERED OVER THE WATER MAIN AND INSTALLED 12" BELOW 7, SIDEWALKS USED t 512D REQUIRED PER CODE.
F �,�' � i � � I FOR ACCESSIBLE MEANS OF EGRESS ARE TO MEET ACCESSIEsILITY CODE.
B FINISHED GRADE.
THE PROPOSED FIRE HYDRANT 5HALL BE MUELLER MODEL A-42 1, AMERICAN-DARLING MARK 73, KENNEDY K-8 I A
OR APPROVED EQUAL MEETING THE REQUIREMENTS OR AWWA C-502. HYDRANT VALVE OPENINGS SHALL BE
4-1/2". OPERATING NUTS SHALL BE NATIONAL STANDARD. HYDRANT SHALL BE PAINTED WITH A FRESH COAT OF �ll 111
FIRE HYDRANT RED FAINT FOLLOWING COMPLETION OF THE WATER 5Y5TEM CONSTRUCTION.
ALL GATE VALVES SHALL BE RESILIENT SEATED IN ACCORDANCE WITH AWWA C-509 AND A5TM D429.
CONTRACTOR SHALL COORDINATE ALL TESTING, STERIUZATION, AND SAMPLING WITH THE ENGINEERS AND THE
TOWN OF WA5HINGTON'5 REPRESENTATIVE.
°tic ill tiC,2/
A �° 111 °�
PROPOSED ACCESS AND UTILITY EASEMENT TABLES
CURVE TABLE
CURVE BEARING
CHORD I
LENGTH I RADIUS I
TANGENT
DELTA
CI NG3'0255"W
104.72' 1
104.77' 1 956.11'
52.43'
1 6'05'15'
LINE TABLE
LINE
BEARING
LENGTH
LI
N23.5423"€
10.00,
L2
534°4 I' I I "W
7 1 ,82'
L3
5 t 5*4 1'58'W
32.81,
� 111
1 2 3 4 5 - - - - - 7 -- - - - 8 9 10
11
12
13
51TE DATA SUMMARY
OWNER/DEVELOPER: CHRISTIAN VOICE MINI5TRIE5, INC.
WA5HINGTON NC
TOTAL ACREAGE OF LOT: 13.343 Acres
TOTAL DISTURBED AREA: 9,75 ACRE5
GRO55 FLOOR AREA (GFA): 3G, I G8 5q, Ft.
TOTAL IMPERVIOUS AREA: 126,752 Sq. Ft.
DETENTION/NATURE POND: 0.40 ACRES
AREA WITHIN TAR/PAMLICO BUFFERS: 1.79 ACRES
SETBACK AREA PER ZONING CODE: 1.43 ACRES
TOTAL REGULATORY AREA: 3.90 ACRES
TOTAL PHASE I DEVELOPED AREA: 5,54 ACRES
FUTURE DEVELOPMENT AVAILABLE AREA: 3.90 ACRE5
NUMBER OF SEATS PHASE 1: 800
NUMBER OF SEAT5 PHASE 2: 1 200- 1800
TOWN OF WASHINGTON ZONING ORDINANCES:
ZONED RA 20: RESIDENTIAL
TOTAL NUMBER OF PARKING 5PACE5 REQUIRED PER ZONING ORDINANCE 9-5:
i PER 4 SEATS = 200 SPACES �
TOTAL SPACES PROVIDED: 206
HANDICAP SPACES: (5) 2 CAR ACCE5515LE G VAN ACCESSIBLE
MINIMUM BUILDING 5ETBACK5:
FRONT: 40' FROM EXISTING R0 WITH A MIN. I0' BUFFER YARD
5DE 1: 1 5' FROM EXISTING PROPERTY LINE
51 DE 2: ! 5'
REAR: 30`
THERE ARE CURRENTLY NO PERMANENT 5UILDING5 AND NO EXISTING LAKES OR PONDS, ON
PROPERTY,
2 BLUE LINE STREAMS WITH 50' BUFFERS FROM EXISTING TOP OF BANK AREAS SHOWN
UTILITIES:
UNDERGROUND GAS PROVIDED BY NC NATURAL GAS.
PUBLIC WATER PROVIDED BY TOWN OF WA5HiNGTON
PUBLIC WORK5 DEPARTMENT.
CONTACT": ASSISTANT PUBLIC WORKS DIRECTOR FRANKIE BUCK (252) 575-935 1
ELECTRICAL SERVICE PROVIDED BY TOWN OF WA51INGTON,
(UNDERGROUND PROPOSED) TELEPHONE PROVIDED BY SPRINT,
SANITARY SEWER PROVIDED BY TOWN OF WA51­1INGTON.
FIRE PROTECTION:
PROVIDED BY TOWN OF WA5HiNGTON
THERE WILL BE A TEMPORARY 2G' FIRE LANE ACCESS.
PRESENT LAND USE: AGRICULTURAL
PORTIONS OF THIS 517E ARE IN FLOOD ZONE AE WITH A BASE FLOOD
ELEVATION OF 9.0' (NAVE) '88) PER FEMA FIRM: 15EALJFOKT COUNTY 37205G7600J
AT AY I
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19 20 REVISIONS
NO. DATE
BY
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SITE PLAN PREPARED BY:
-s,\ " H.C. HARRIS, JR.
o� ,,.... .. iy
�oFE�SIO,j,••9 ENGINEERING * SURVEYING, P.A.
SEAL - 216 MAIN STREET
20158 ? WINTERVILLE, N.C.28590
Fyn ����.r• [phone] OR 321-1704
FAX [phone]
/yARR\S. EMAIL hcharris@hcharris.4tet
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REVISIONS
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LEGEND:
a PKS
P.K. NAIL SET
O EIP
EXISTING IRON PIPE
*MP
NEW IRON PIPE
0 NP5
NO POINT SET
0 CM
CONC. MONUMENT
o NBC
EXISTING NAIL * CAP
o I;PK
EXISTING PK NAIL
�f PP
POWER POLE
�f LP
LIGHT POLE
o MP
METER POLE
TEL
TELEPHONE PEDESTAL
R/W
RiGHT-OF-WAY
C/L
CENTERLINE
a R55
5/8" REBAR WITH CAP SET
0 ERB
EXISTING REBAR
o ERRS
EXISTING RAILROAD SPIKE
+WELL
MONITORING, WELL
--OHE--
OVERHEAD ELECTRICAL LINES
TREE UNE
CMP
CORRUGATED METAL PIPE
P
REINFORCED CONCRETE PIPE
�,=;, #0
SILT FENCE
TtmvcRARY CiwECK DAM
VELOCITY D155APATING STONE APRON
M Irrrllr
W UMIT5 OF DISTURBANCE
REFERENCES
Chri5tian Voice Mmi5trie-5, Inc.
Lllley Tract - Topo Map
By: Wood Duck Land 5urveying
Bryant E. Nard15cn, Jr. PI-5
Date 3/ 15/2005
STORM DRAIN STRUCTURE SCHEDULE
STR CT #
HOOD / GRATE ft
INVERT
CB #2
10.39
5.54
FE5 #3
FE5 #4
5 46
#
9.00
5.eO
FE5 #7
9.10
1 1.02 (OUT)
TL #2
1 1.02 (IN)
10. G3 (OUT)
TL #3
O.G3 0N)
10.09 (OUT)
STORM
DRAIN PIPE SCHEDULE
5TRUCT
TO
5TRUCT
LF
DIA. (In)
TYPE
SLOPE %
FE5 #3
TO
CB #1
GO
24
RCP
0.30%n
CB # E
TO
CB #2
50
24
RCP
0.30%
B
T
E5 4
2
O%
Roof
TO
✓;E5 #7
60
15
HDPE
1 0.50%
#5
TO
ff
5 #6
50
24
0
TL # 1
! t 2
a
FVC
0.50%
TL #2
78
10
PVC
0.50%
TL #3
1 OS
12
PVG
0.50%
3 4 5 6 7 8 9 10 11 12 13 1 14 15 16 17 18 19 20
ANNA W. * D. GRANVILLE LILLEY
PRESENT U5E• AGRICULTURE
PARCEL: 150 i 778G DB. lOG7 PG. G21
1 1 tip
{ i
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O LIMITS F DISTUR5ANCE { „�.....• .. __-
L GAS GPU.r -� ( 1
Q` -- -- ( I
O FlP GAS 2 1 8 I_r I ^ PE GA5 MAIN \ TOPSOIL WASTE MATERIAL
I
_ _ -_ -^} OAl
�' ~ \ AREA
/ �� Now Mom y
" jM QF DI5TU 5ANCE E ` ` i TOP50 0VERBURDEN BERM j (II
11 1 !111
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AWAWS
MOM
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f . 30' VEGETAGED STRIP / Ln } 20 I/ _
/�A�NNA W! D. GRANVILLE I TA TA �o / // O1coNc. I 6WALK_ 1� \\ } ! ! ��P � m
lLI LL YABTA � ��1 1101 T� � y \ \ _ } `� l !� i Q o
y Pf2E5ENT USE: AGRICULTURE ILT FENCE E5 �s A l f! A - S ter. / 1 '� f '� '� •�'� �•� %�•� T�/�'� \O �I O
yy 3 TA O
PF.RC'EL: 01021 I5G / ! 8 r y Cep'��' j TOPS IL OV BURDEN BE�v II N
DE, 14, PG. 6G7 ! r ' rr (
�� 1 ! 1 9 J o os `�C� f �y, C / --GAS METER `3g 4: 1 51DESLOPE SWALE ' 1 !
!} 1� _ = = = �� TA ��� r �8 �� I / 1 @ 0.30% ORAIN5 To PF5h I (�, I ti 44 ) � a
\Gv G```' ( 4" RC, "� �° / { GRADE FIRE LANE TO DRAIN TOWARD SWALE " m I ! !
A i �Q' f3 FF R I Q
! Q\ /'�` �9� � �--�,�� � - r Jy 20' LINE DITCH WITH EROSION CONTROL iTING
�� �� �r4� ''/ f0 -�,�, T O °Y, ' g , ! c/ `v L, 'Y �Y, El
/ HARVEST CHURCH r� ,` I
'3C� �� � � �+' � a� 6 .-p• 4 / lT V� �i� � IG J
4 !
/GROSS FLOOR AREA
! Q\ �,e� EMPORARY 3G, I GS Sq. Ft. R F D I Q } II
i & G ' //O� CHECK DAM ! } } D I ,� TA �a3 � ° 'A,° r '. 9 / f // FF ELEV. - 13.50 0
'�° 8 �, '°, •{
/ \\ q�� '\♦ 75 LF SWALE f
PROF05ED 36LF TWIN { v 4@! sLOPEs GO" RCP WITH 2' BASE } j
MASONRYHADWALLS'-�
J SEE DETAILBELO
} ! / ' T / 4' PVC DRAIN THROUGH
f 1 } f
� c',
HEAD OF CURS f f PREFORMED SCOUR m (5 E CONSTRUCTION DETAIL)
` \ \ (PLUSH WITH CURB FACE) Q 10 = 7.50 CF5 l ! ! I I
\ 1 �~ yy G B / ' lA T / 1 V=3.44 FPS 1 1
�� �� �r �� l 5 f T 3 9?A 'i }S / f } / , LIP ELEVATE = I 1,9 1 ! 1 { I!
\♦ // T° } II ill 5 D 9T° A/ }o ,Ta, A T IVOFUR�E7 Box r I I l Tl I / SOTTOM LEVATION 9.0` I lI l(II
♦♦ / I y 1 �9 2 F 9 �`o ,>TA / �a �, �A / T I71777T TITI-T Yi rf f I I I �° Ifs
♦\ 6s TA/ o ,,t�l l f l l f I •..J I 2a P ANENT 1 I I 1
4 yT0 TA °93 / @ , / '�?A / / UTU A5EMENT 1
\ ` Ll �J1; 1 1 LL L l LI L11111 l:.I l
e ♦1 I J
2A G♦�- -0 !O9
- I • o o
l \� SILT FENCE I4 J li / _ �s �- �s / Gs FF / YC / IA 1 / I� ! I \ Ih
\ \ ' it ` • • F % TA °.��, // S� cs /1 / Q ALK TOPSOIL OVER �UR17> N BERM
•S ♦ `/ �� � ♦ \ � � ,� � �! {( Ik i� ! • . • � ,, `�,� - � ,-
♦♦ � \ 20X50XG THICK 01 ! !} 1 } f � .. •. • . TA / , ,
I
TEMPORARYGRAVEL �4 I lt�k F • • _ r . ° '� I T f ?1�; / / 4.I S1D LOPE SWALE
l T T
CONSTRUCTION 1 � !! } o „ • • •, ��sc c9 s ��s TA �, rA A, �?S @ 0.30 DRAINS TO PFSH
\ -� �� p ENTRANCEII=XIT (TYP) ��Ll j1 ljy! / �j . r 9 T �� ' / / i GRAD IRE LANE TO DRAIN TOWARDS SWALE
\ LINED CH WITH EROSION CONTROL MATTING
ll
j I11 I I
\\ \\ \ \ \ \ \ �\ �?s \ ♦ \ / 1! }!!1} � �`� .1 • • °� S° s'�ss ' s /� TA F' / ��'S 1 ..�- N % : _•> � I f I !l � 1 1 � I` I l!I
N\�-s,
ENERGY
D1551PATOR PAD SCHEDULE
WIDTH ft
LENGTH ft
THICKNE55 m
TONNAGE
#1
12
10
12
7
#2
7.5
22
12
to
#3
21
2G
12
32
#4
12
10
12
7
TIME SEQUENCE OF OPERATIONS AND
EROSION * SEDIMENTATION CONTROL.
DECFMIBER 2007 - MARCH 2O08:
1. OBTAIN GRADING PERMIT AND NCDOT STREET ENTRANCE PERMIT, AND NCDENR
STORM WATER PERMITS. AN APPROVED COPY OF THE SEDIMENT AND EROSION
CONTROL PERMIT AND PLANS SHALL BE KEPT ON 51TE DURING ALL TIMES OF
CONSTRUCTION ACTIVITY.
\\s'o \\ ,\;''���� \��� \♦ i/ 11 j4! _ : • • ` , , ,/ t° ,� --, ' ! �� /111 \ 1 <o I I i I I �fP
\\� v���� �\ ♦`��� \ \ / 14 f}l! c� • ` ,! TAB O 1 I R E L E '7/ram l I �7\l I J °1 i III;
\% \ \ �iA ~� \ _. / kl} 5 T EN } r r OTC i �4 .~-�
y�
EXISTING ` L C T. \ r / j } �!!! } r r • • . �r i 5 , 1 %:-...,.ly- 1 f 1 I / I 1
H �- ` ` '61 ` • ` a -- °8C ' ` , J i A \ 1 I I !4
INV. MANHOLE
N239 \\\\\ \ \ \ \ \ ��l-- =)1 \ 1��� r r • y r • t • r r y ' I SET 'C, o ;7 �..... 12' x I G'CONCRETE
1
\I► { �_ \\ L ! -___ _� .DUMP5TER PAD
I ` } I
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_ _ _--
� \ � ,� ' _ -• :� �H� ! } ` HE -�--- p E LIMITS OF DISTURDANCE� �= �=`�`-oHE -�- oH� � -� � oHE £f ;--�� _ 1 LI MITS�F DISTUfZBANCE I ._ _ �-`-' - _ ' -• --
�� - „�.�=����ARK = I 32 (NAVD'8�-----.---_
TH LAB A
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DB 1325 PG. 949 l I
Pc D 1376 II
MANHOLE
INV. 1,78 \ �\ 1� \ r 1 Jr _ `�_ - -- - ♦ /
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MARCH - MAY 2006:
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE5 AND TEMPORARY5fLT FENCING. , �� ` `' �� ✓ I� � �' � �' I I ` SEEDBED PREPARATION AND APPLICATION RATED:
PRIOR TO ANY GRADING ACTIVITY. BEGIN CLEARING GRUBBING, SWALE AND '� O 1 ✓ I I
DETENTION POND EXCAVATION. IN5TALL TEMPORARY CHECK DM5 AND 5TONE 1 - 1 % r
APRONS A5 SHOWN, AS 5WALES ARE EXCAVATED TO FINISHED GRADES. %V J 1 j r' w �Q D I Q 1 I N I . C#�ISPL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE 501E CONDITIONS, iF AVAILABLE.
GRADING, , PAVING, v , 2. RIP THIf ENTIRE AREA TO G INCHE5 IN DEPTH.
3. BEGIN EXCAVATION FOR STORM DRAINAGE AND PROVIDE CONTROL 1 ! C // I�} 3. REMOVE ALL LOOSE ROCK, KOOT5, AND OTHER 085TRUCTION5 LEAVING SURFACE KEA50NALBLY SMOOTH AND
PROTECTION FOR ALL DROP INLET. 1, 1 1 1 } l 1 J �){II (/ { O I\M DRAINAGE, UNIFORM.
S
4• APPLY AGRICULTURAL LIME, FERTILIZER, AND 5UPERPH05PHATE UNIFORMLY AND MIX WITH SOIL ('5EE BELOW).
4. ROUGH GRADE SITE AND INSTALL SANITARY SEWER AND WATER UTILITIES. 1 1 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED 15 PREPARED 4 TO G INCHES
EFFORTS MAY BE COORDINATED FOR 51MULTANEOU5 CON5TRUCTION. IN AREAS , 1 1 1 ; i% �11 t( I I AND E f�OS I O N C O N T ISO L P LAN
WHERE CURB � GUTTER OVERLAP UTILITY INSTAL€ATION5, UTILITY WORK SHALL BE 1 N 1 i DEEP.
COMPLETED FIRST. 5EGIN CURB AND GUTTER AND PARKING LOT CONSTRUCTION. ` \ 1 11 I I I `!I 1 ( G. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH 5EEDING EQUIPMENT OR CULTIPACK
BEGIN BUILDING CONSTRUCTION, E5TABUSH GROUND COVER PER SEEDING AND EXISTINN cg �, 1 1 1 E \'x l } ! 1 t (, j AFTER SEEDING.
FERTILIZING SCHEDULES A5 SHOWN ON THESE PLANS ON ALL SLOPES AND MANI-In1 1 TOTAL ACREAGE OF LOT: 13.349 Acres 7. MULCH IMMEDIATLEY AFTER SEEDING AND ANCHOR MULCH.
EXPOSED AREAS AS AREAS ARE EXCAVATED TO FINAL GRADE AMC) DEPTHS. TOTAL DISTURBED AREA: 9,92 ACRES (L 8. INSPECT ALL SEEDBED AREAS AND MAKE NECE55ARY REPAIRS OR RE5EEDMG5 WITHIN THE PLANTING SEASON, IF
PERMANENT SEEDING AND MULL`,fING SHALL 5E ACCOMPLISHED WITHIN 15 P055115LE. IF STAND SHOULD BE OVER 60 PERCENT DAMAGED, REE5TA51-I51-1 FOLLOWING ORIGINAL LIME, FERTILIZER.
WORKING DAYS OR 30 CALENDAR DAYS. WHICHEVER 15 SHORTER, UPON 49 2a o 40, 60, 29 9. CONSULT CON5ERVATfON INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
COMPLETION OF FINAL GRADING OF ANY SLOPE OR PORTION OF THIS SITE. E5TABLISHED.
C COMPLETE GRADING, SEEDING AND MULCHING. GIRAPHIC 5CALe: I• -- 40' C
JUNE - AUGUST 2008: PROPOSED TOP /I \ REVISED LIMITS OF DISTURBANCE PER NGDENR . FOR PERMANENT SEEDING: fOR TEMPORARY 5EEDING :
5. PERIODICALLY CHECK AND MAINTAIN (ESPECIALLY AFTER MAJOR RAINFALL CMU HEADWALL OF CURB 40' REVISED SLOPES OF DETENTION POND VEGETATED SHELF TO ) 0' @ 6: I SLOPE 'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE 120 1.135./ACRE -RYE (GRAIN)
EVENTS) SILT CHECK DAMS. REMOVE SILT WHEN SEDIMENT BECOMES MORE PER DWQ (SEE ADDITIONAL 5HEET C8). FPRTILIZER - 10-10-10 ANALYSIS AT 600-r ,000 L55/A.CRf 40 1-55./ACRE - GERMAN MILLET
THAN ONE THIRD FULL. TOP OF HEADWALL •- I I . 17 Q REVISED SANITARY SEWER PER CITY OF WA5HINGTON. 5UPERPH05PHATE - 500 LB5/ACRE OF 20% ANALY545 SUPERPHOSPHATE
COMPACTED EARTHEN FILL REVISED LiMIT5 OF Q15TURBANCE TO INCLUDE REVISED SEWER; MULCH - 2 TON5 (APPROX 50 BALE5) SMALL GRAIN 5TRAW/ACRE
G. COMPLETE INSTALLATION OF UTILITIES, AND ALL GRADING ITEMS OF WORK. GO" GO" DISTURBED AREA DID NOT CHANGE PER COMPENSATION BY REVISED LIMITS OF ANCHOR - TACK WITH LIQUID ASPHALT AT 400 GALLON5/ACRE OR
COMPLETE LANID5CAPiNG. APPLY FERTIUZER TOP DRE551NG ON ALL AT 2: 1 SLOPE RCP RCP I I � D15TUR8ANCE @ NORTHWESTERN OUTLINE NEAR GAS MAIN. EM11-5 flED ASPHALT AT 300 GALLONSIACRP OR CRIMPING
PERMANENTLY 5EEOED AREAS PERIODICALLY (MINIMUM OF TWICE PER YEAR) TO I PIPE PIPE 2 1 �,6 70 1-135JACRE - ,`1ULLE=D COMMON BrKMUDA GRASS, AND
INSURE SURVIVABILITY OF VEGETAT}VE GROUND COVER. TWIN GO" INV - 4.50 REVISED PARKING LOT, ENTRANCE DRIVEWAY, CANAL I O L35.IACRE - CENTIPEDE GRA55
12" THICK MINIMUM .�.'•.,..'.. -• '• ;. '.�..`-•.;.'..: �'�• 7 GROSSING, WATER, SEWER, STORM DRAINAGE, GRADES,
7. RESTORE DETENTION POND TO PROPOSED GRADE5 AND EXCAVATIONS. CONCRETE FOOTING 15.6g 5TRIPiNG
B REPAIR 5EED A5 CONDITIONS WARRANT. I OTHICK MINIMUM REVISED 5TORMWATER DETENTION FACILITY B
6. COMPLETE CONSTRUCTION. #57 WA511ED 5TONE
S. CONTACT EROSION CONTROL REVISION OFFICER FOR FINAL ON SITE WATOR F AVE ITURE A5 CALLED BYPARIANI BUFFERS NDWSOUTHERN
INSPECTION. IF 51TE iS APPROVED, REMOVE TEMPORARY, SILT FENCING, 51TE FLAN PREPARED 81�:
TEMPORARY CHECK DAMS, 4 DROP INLET PROTECTION AND REPAIR, SEED, AND A ADDED LEVEL SPREADER %01111t1111"1 H C HARRIS JR
MULCH ANY RE5ULT#NG BARE AREAS. CONCRETE MASONRY UNIT HEADWALL DETAIL �,%%:o (,A� 0� rrrr�
SCALE I "= 10' I CHANGED LEVEL SPREADER TO PREFORMED SCOUR HOLE BEFORE C ! ' �.•••"'••. •
10. CONSTRUCTION ITEMS MAY RUN CONCURRENTLY PROVIDED THAT EROSION BEFORE YOU DIG..... ��'�FESS�?`9 �S ENGINEERING * 5URVEYING, P.A.
AND SEDIMENTATION CONTROL ITEMS ARE CONSTRUCTED AND MAINTAINED IN A Q REVISED POND INLET PIPE AND �5WAL1 }�)y� Call 48 Hours Before YOLK Dig! -
TIMELY MANNER. SEAL - 216 MAIN STREET
REVISED EXISTING CONTOURS AROUND BUILDING PAD �+S 20158 WINTERViLLE, N.C. 28590
A 1 1. APPROXIMATE TIME OF CONSTRUCTION ACTIVITY: G MONTHS. AND ADJUSTED PROPOSED CONTOURS. SI;k 1--800-632-4949 F� �Q�.' (252} 321.5fi07 OR 321.1704 A
12. TOTAL Oi-5TRURBED AREA 15 9.92 ACRES. ADJUSTED GRADES ON STORM DRAINAGEG.:.�.:�'� �FAX [phone]
..� S c
AREVI5ED CURB GRADES ON DR€VE ENTRANCE ��RRt ���`�'` EMAIL E7charris@I]charri5.net
REVISED ROOF DRAIN PIPING PER FIRELANE CHANGE • 'A
1 2 3 4 5 6 7 8 9 1 10 1 11 12 13 14 15 16 17 18 19 1 20
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FILE NAME: 05�C�3.dWq
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1 I 2
3 1 4
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10
11
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13
14 15 16 17 18 19 20 REVISIONS
NO, DATE BY
r 04- 1 0-06 J5P
r 2 04-2 1 -06 JSF
3 05-OG-08 J5F
4 1 2-1 5-08 J5P
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Q E[P
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NO POINT SET
o CM
CONC. MONUMENT
o Nt-C
EXSTING NAIL t- CAP
o EPK
EXISTING PK NAIL
�f PP
POWER POLE
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LIGHT POLE
o MP
METER POLE
© TEL
TELEPHONE PEDESTAL
RW
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CENTERLINE
e R155
5/8" REBAR WITH CAP SET
0 ERB
EXISTING REBAR
o ERRS
EXISTING RAILROAD SPIKE
*WELL
MONfTOR1NG WELL
--OHE--
OVERHEAD ELECTRICAL UNIE5
1
TREE LINE
CMP
CORRUGATED METAL PIPE
?CP
RFINFORCED CONCRETE PIPE
-
SILT FENCE
L RSF�R>=NCES
Christian VOICC MimrtriC5, Inc.
LINey Tract - Topo Map
By. Wood Duck Land Surveying
Bryant E. Hardl5on, Jr. PL5
Date 311 5/2005
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TOP5501L WASTE MATERIAL
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LI LLEY A�e , a'1� 1 �l 5 AC
PRESEN yyUSE: AGRICULTURE O , (` \ I�ILT FENCE
PARCEL: 0102 1 18G / J
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ENTRANCE/ IT (TYP)
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BEFORE YOU DIG.....
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1-800-632-4949
ANNA W. * D. GRANVILLE
PRE5ENT U5E= AGRICULTURE
PARCEL: 15C i 77(5G
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` O. 3 2 AC 20, LINE DITCH WITH EROSION CONTROL MATTING j - -J -- I J a
Cf f
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Of/GROSS OOR AREA l� J
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UNE DITCH WITH EROSION CONTROL MATTING I I l J Jl l
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PARCEL: 01 O 13035
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Scluare Feet
Pervious
Im ervrou5
DA
Mana ed i✓oodedlBur'fer
Trans orLation
Burldrn
Srdewalk
iotalImpervious
TOTAL
D r a m a e Area I
(flows to northern C)T of Cher ys Run)
A (Runoff North)
297,2G 1 2e,974 1 5,780
i 3,9 f 0
3,215
32,905
3GO, 140
Draina6le Area 2
(Flows to Southern UT of Cherry's Run)
B (Direct Runoff South)
G6,8G I
-
-
G8,8G I
C (Farkino Lots and 8urldin)
17,795
60,12G
13,721
4,803
98.G50
I I G,445
D (BMP)
7,547
-
-
-
-
17,547
5ubtotai Drarna� e Area 2
104,203
-
8D, 126
13. 7,
4, 803
96, 650
202.053
TOTAL
401 ,4G4
25,074
95,90G
27,G3 1
5,01 8
13l,555
5G2,993
Percent Im erviou5 =1
23.4%
ACRES
Pennou5
Im ervrou5
DA
Mana ed
Nooded/Buffer
Tra s ortatron
Burldrn
5rde:valk
Totallm ervroue
TOTAL
Drainacle Area I
(flows to northem UT ofGlrem�5 Run)
A (Runoff North)
G.82 O.G9 0.3E
0.32
0.07
0.7G
6.27
Drainaele Area 2
(Flows to Southern UT of Cherry5 Run)
B (Oirect Runoff South)
1.55
0.00
0,00
0.00
0.00
0.00
1.58
C (Parkincl Lots and Buddm)
0.41
0.00
1.84
0.31
0. 1 i
2.2G
2.G7
D (13MP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
5uhtotal Of:3117,717e Area 2
2.35
0.00
1.34
O. a 1
O. 1 I
2.26
4.65
TOTAL
9.22
O.G9
2.20
O.G3
0.16
3.02
1 12.92
Percent fm ervious =
23.3°/a
\1
! r\
-
111 Pond Treatment Catchment On[
A 1
C°n/Ck 1 r / //' OHO
ACRES
Pervious
Im envious
DA
Manacled
WoodedBUffer
Trans ortation
5widinq
516ewaEk
Tccal Im erviou5
TOTAL
C (Parkiriq Lots and Builcim)
0.4 I
0.00
1.84
0.31
O. 1 f
2.2G
2.G7
p (51VIP)
0.40
0.00
0.00
0.00
0.00
0.00
0.40
TOTAL
0.81
0.00
1,84
0.3 1
0. I 1
2.26
3.07
Percent Im ervtou5 =
1
1 2 1
3
1 4
5
1 6
7
8
9
10
12
TABLE REVISED PER STATE 5W COMMENT5
Q TABLE REVl5ED PER STATE 5W COMMENTS
Q EXI5TING AND PROPOSED CONTOURS REVISED PER GRADING PLAN
Q TABLE REV15ED PER 51TE CHANGE5 (FIRE LANE MODIFICATION)
13
14
15
16
4 N
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1`
0
R
Af D N AG E AREA5 FLAN
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Q� x
C � m°
40' 20' 0 40' W. 120'
GRAPHIC SCALE: I" = 40
In
PRELI M I NARY 3
51TE PLAN PREPARED BY: TRANS R oR RECORDIO G B
DATE: OI-O6-06
H.C. HARRIS, JR. DRAWN BY: L/5�
pFE�SfOti••9 ENGINEERING * SURVEYING_ P.A_ CHECKED BY: fIG,7
SEAL = 216 MAIN STREET SCALE:
20158 ? WiNTEIRVILLE, N.C. 28590 FILE NAME; 0�083dWq
•'' F,I, [phone] OR 321.1704 A
!��• a FAX [phone]
ARR��?;��•�` EMAIL [e-mail]
' C,3 OF 8
, .a
17 18 1 19 1 20

6W �_LTAI 70 6108
2 3 4 5 6 7 8 9 10 11 12 13 14 15 F 16 T_ 17 _F_ 18 19 20�REVISIONS
NO. DATE BY
Q Q
Z-0` C. ?
DiZCIF INLET GRATE
CL 5WALE 3" RADII 3' RADII
SLOPE: APPROX. SLOPE: APPROX.
3.
1/2" PEP, FT. 2" 1-2 ASPHALT l/2" PEP, ff. ca, 2:) 51-Ol't
2" 1-2 A5PMAL7GRAVEL FILT�FZ'
P - - - - - - - - - - - - - - - - - - - F!_"VVO0D P 0 L0
4 ......
... .............. 0
......... .... .......
�[AMENT 0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2
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al x 'MOOD D,?Act
STANDARD CURB OPENING2
21- G" ABC 2'-0"
1.
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FLUME OP 'VI-ARIf NATS!-i _A
@ 5WALE OR COMPACTED EARTHca
COMPACTED EARTH STANDARD SECTION STANDARD SECTION O'VT-�I`LCAV C\j
... ........ ............................. GRAVEL F�ILTDR
SPILL CURB CATCH CURB Du �A5F� MATERIAL ....... .... r ....... . z
........ . . . ..
DOC ...... L A.' r
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TYPE 2 TYPE I
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TYPICAL UON C\1
#57 STONE 1> 7 -51DE VIEW
Vh VA I
50'MIN. FRONT VIEW
DROP INLET'MT�l GRATE G��AVrL TO t�ff AA5t1() M 43-54 1,
11 x 41' %VOOD BRACE 51Zff NO. 2 O,4� 24, OR EQIJIV. U
25'RAD. 25'RAD. Nrm
=5: Uj
p1LAC' CONCRETE 5LOCK5 IN SINGLULAR I�CIN5 AROUND THE F�_'�!MfTLF, OF THE INLET lj�NG 4". 5", C'R, J a" WIDE BLOCKS. PLACE A MINIMUM OF
vA.-�15 0 -5 510E FOR. EAC�l EDGE 01' TF,AP TO ALL0%,V DRAINAGE ON ALL 4 50ff5. FLACI` 5LCOI� ON PARRALLEL 31DE5 LV!Tlrl OPENINGS FACING EACH
G, 13LICCI�\ N 11 -
I OTHER, Ti C "' LATEF -,L DIRECTION
A5PHALT 0 ALLOW LATERAL SUFPOFT PLACEMENT. L;j- AL _:iUPPCRT5 ON ALL 5U5SffQUtNT IPZOI�/5 ALTERNATING �N TlOi�JZCNTf
TO CATCH 5A51N CONSTRUCTION; PLACE SILT [`ffNCE AROUND AREA PER DETAIL. N FROM PREVIOUSF LAT`ffcPAL 501"FORT. N
1z
NG AbC C
< PUBLIC ROAD 7 H E i�AC:E Of ALL 5LOCK5.
_*��EDGE OF EXISTING :-�ARD�',/AFff CLOT OMPARAL3LE VVIRff INAESM STALL �fAVff �,IZOF��NINGS PLACED OVER
O
COMPACTED 5LIBGF�ADE CO�AFACTCD 5U56PAQf 3 # 57 STONE SHALL BE FLA�:ED AROUND THE PERIMETER OF THI-_ -,jVIRE ME­_-I­i TO THE HEIGHT Of THE CONCRETE BLOCKS. V_X)
. . . ... ....
#57 STONE ALLY �1ECK, MAiNTAIN T��AP AFTF� EAC,1 RAI,\I,ALL EVENT AND iZEMOVE SEF-iMENT AS NEEDED T�) MAINTAIN ­��OpffOl 10KAINAGt.
I I I I _T77
UGHIT UILIP(�'AVEMEiIT I'fA,,^( �'IJTY FAVLMEI IT L IT��:Iir lf� 71j\P V N, 1 ?,-,A
CONSTRUCTION ENTRANCE
Mff NT DE
NOT TO 5CALE NOT TO SCALE BLOCK GRAVEL TYPE SEDIMENT TRAP AT DROP INLET
N.T.S.
-A r,,,!.Ff5 %VLL Ws AIJ
M M
fl
5rour ;Iole lip Con5truct the level hp on soil to uniform hei�jht and zero grade over theA„D CK VCCL) Fr�sT
leri,?tn of the spreader. Protect it with perrrerint turf reinforcement matting to prevent 4tro5iori and
allow V��et,�L;ori to become e5tabI15'-Ted.
X\
ADtC7UAT
_LY TG 'T" A!3 -
Outlet area - The outlet disposal area must be CjerltTaky Smooth and tiVeiI-Veoetzted '"th maximum ':Gl .40 �)R '7cazVk E,;T VAY 4--_50 �,Al
A W A slope Of J 0%� ZED.
F055 5rALL L� AND Dc' OF
;�C (5TANDAK -i-;E 5F.LF 2 . TEF 2
L D ROLL TENEP A�,`!U: 5 ' - - L L
WIDTH) Vegetate areas. WOOD V05T5 Zi !ALL Be G 70 7 ff.-�T -tlGhr AND
.1-4 14X-e5 l�[ 01AM11TER.. en RE FABRIC SMALL 5t
­V,T�NtD- GICUXO UNE �n
CONSTRUCTION 5PECIfICATION5 M RE -TAF.-121 I - 1 /2" LONG.
1, The matting should be a minimum of 4 ft, wide extending I foot over the hp and bused } foot
deep in a vertical trench on the lower edge. The upper edge, should butt against smoothly cut sod TEMPORARY SILT FENCE
and be securely held in place with closely spaced heavy duty wire staples at least 12 inches long, N�07 TO 5CALE WOOD
PERMANENT 501L
REINFORCEMENT MATTING
SQUARE PREFORMED 2. Ensure that the spreader lip is level for uniform spreading of storm runoff. U
5COUR HOLE (Ff`511) (PSRIVI). PSKM SHALL BE
(RIPRAP IN BASIN NOT SEEDED WITH VEGETATION AT 3. Con5trvct the Ievel spreader on undisturbed 5oi9 (not on fik).
5�10WN f�OR. CLARITY) fN5TALLATION.
5. Disperse runoff from the scour hole icrc,55 a properly stabilized slope not to exceed I()%. Make
Ksure the slope Is sufficiently Smooth to keep flow from concentrating. K
G. Immediately after Its construction, appropriately seed and mulch the entire disturbed area of the
spreader.
15" FES FSKM INSTALL LEVEL MAINTENANCE
AND FLUSH WITH US Foundry U5F-4135-G230 GKC.10vl, IfN[) ON OuTLt7 END �-ZCTiON5 END SECT iON DiMEN51ONS
NATURAL GROUND �n5pect scojr hole after every rainfa�l event jriti� vegetation is established, and promptly make neec�ecl OR, APPROVED EQUAL TONGUE END 014 NET r1!0 SEC71ONS _2LAMETER 5
EL. 7.58 A
c D e O
t-OP011`5, After the Pir" has, been stabilized, make periodic inspections and keep vegetation in a ........... r ....... 5' 01-G, 2'-3' T- 10' G_ 1. 2--0'
34 1 C31 2'-3' 3'-!0, 3._0.
On 3�4' 2"
healthy, vioorou5 condition. 2
DEPTH Of 5COUP, HOLE
Z.G.
FLOW DIRECTION5 30ir 1;-7 _�14' r:'- 3/4' 5-0'
(i' MIN. - 3' MAX.) TOP OF DITCH SLOPE
36, 2% 10 31A' e'- 31A V 0_0"
-2"
GEN ER AL NOTE5;
THE ENGINEER MAY DIRECT THE OPTION OF
GROUND IRAP CLA55 -A! STONE FOR 51TE5 HAVING 1155 THAN
'ROUND NCDTL:
NATURAL r
NATURAL
21 MIN. 4.5' ONE (1) ACRE DMNAGY AREA AND A DITCH aPADI!
nnnouoana! MIN. CONTROL STONE LE55 THAN 3%.
FRONT ELEVATION SEDIMENT CONTROL STONE SMALL BE NO. 5 OR 57 DE1,iCN Of: END 3CCTIUN SHALL
CONfORM FO 5TANC)AKD El
SECTIONAL CONCRETE CULVERT PIPE.
TEMPORARY Rocr\ SILT CHECK DAM TYPE 13 STONE.
LINER; CLA55 5 RIPRAP MIN. I'TUCK A M
WITH TYPE 2 I'll -TER FABRIC DffFTM Off RIPRAP W) AV AV NOT TO 5CALZ PLAN
G" MIN.
H 4.5- H
4-
P r0%Ntq_1
PRE-MRMED SCOUR HOLE DETAIL
..........
No Scale ... .... 4­4 .......... .......
4 .....
3000 P51 CONCRETE W
N.T.S. NOTE5-.
SECTION END Vlff�V
1. PRECAST CONCRETE BASINS TO LS
OUTLET BE ALLOWED BY PFRMf55I0N PLAN VIEW STANDARD FLARED ENE) SECTIONS G
G ri: FROM THE ENGINEER L 140T TO eCALE
2. (F THE 21" MINIMUM CLEARANCE
F1MI5r-fD G, AGE IN OPENING OF BOX CAN NOT
BE OBTAINED BY CORBELING THE I C 13 STONE
BRICK, A CONCRETE SLAB 511ALL
BE USED.
3. CONCRETE PIPES 511ALL BE CUT SECTION A -A Fil TER FABRIC
FLUSH WITH IN51DE OF BOX.
4. ALL WALLS OF THE CATCH BA51N
5HALL BE CONSTRUCTED VERTICALLY. NOTES: EX/• G KO U N D
5. FOR 6-0" IN HEIGHT OR LE55 E EX. GROUND
1. C IS THE LENGTH OF THE RIPRAP APRON.
riMAL BAc,\nLL --------- O_ USE 8- WALL, OVER, V-0- IN 2. "d*-1.5 TIMES THE MAXIMUM STONE DIAMETER 13LJT NOT LESS THAN 6*. GP I- CHANNEL
F HEIGHT USE 12' WALL TO G'-O" 3. IN A WELL-01EFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS F
FROM TOP OF WALL, AND 5' TO AN ELEVATION OF 6* ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE VARIES P-4'
TOP OF THE BANK, WHICHEVER IS LESS.
WALL FOP, THE REMAINING 6'-0'. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
[-ffl H H HIH H H G. THE FOURIING OF THE FLOOR SLAB RIPRAP ADN SOIL FOUNDATION,
TO BE ACCOMPLISHED BY USING 5. FOR RIPRAP PROTECTION USE CLASS *8" EROSION CONTROL srONF- L0
FORMS. - NO OVERFAILL SHOULD EXIST.
POND SIDE 6. APRON TO BE PLACED LEVEL WITH THE TOP SURFACE OF RIPRAP AT SAME
LEVEL AS SURROUNDING LAND SURFACE . . .
INITIAL DACr,�;ILL PVC opuf ---- 7. JUMBO BRICK5 WILL BE PERMITTED
t�ACKF�LL
DROP INLET
IJF NOT EXP05ED. 3
CULVERT OUTLET PROTECTION/
SPRING LINE NOT TO 5CALE
STONE VELOCITY D155APATfNG APRON
PIPE GRADE NOT TO 5CALE
HAUNGWNG FLAT BOTTOM OUTLET SWALE CROSS SECTION Lij
E NOT TO SCALE E
UtDLYNG I'll MIN. *57 STONE)
-OUKDATION
C-50TABLE UNDISTUR3ED EARTH 0
oR 51�CIZU-_-dtl) 5TONQ 00
5TC)iit TO BE T110KOUGILY 4�
COMPACTED UNDER PIPE.
TRENCH SECTION DETAIL FOR THE
INSTALLATION Of VITRIFIED CLAY, ADS
Q)
PVC TRUSS SANITARY SEWER PIPE z 4_j
D NOT TO SCALE P95ULTANT THRUST AT FITTING AT 150 P51 WATER P955duft TYPZ!5 OP THRUST E�=FUNG D
♦ 0 'D
NOTE: TOTAL POUNDS
'STEEL ENCASEMENT TO 31, INSTALLED IN 1-5-E?L SPIDER A5SY,%5 C3NOWN N�.M, 10- 22 1 i - DEAD 45- - 112 ^
RfG,i) ftiz .0iNT Or WATER LINE. 'CO A
ACCORDANCE WITh X'516N PLANS ALL REV1510\15 Pau
DIA.
-OU(PE PROIR APPROVAL 0PMQ[)1I`ICAT1CN5 REBEND CIO
VALVE 11 2.1-00 3,800 2.: cio i ICO 5.30
3-000 4,300 2.200 J.-OD
g. a�
4NI5H F 121) GRADE GRASSED AREA
13'rec 7.400 SA4',�O f � Kc
AT
2. x 2'K 3151 ThiCF, tu
CD
12' O.D. x 0. 219- TICK STEZI, PLATE 5`!CE 20.500 1 1. 1 '10 5.70D 2.�00 Lo j7 4,�00
10 z
STEEL ENGA-'ZMENT PIPE 5END ENDS 112' 12'0.D,x .21e'Th!Cr, I I
Ong
STEEL ENCASEMENT
20.5co 29.0W 15.700 a,r.,00 4.000 < to
T x
C r3, a16" rm;a<, STEEL PLATE C
14- 27.GOO Ix 2 1. i 00 1 i.C<,10 5.400 LL, ca
0-
• 0
STEEL PLATE arlor 91; LU > LLJ ci Z'3 0 M
35�7co �0.4co 27�3COI 4.000 7.0:,10
!'MAX CLEARANCE (TYPE ',VAX C,2.ARAMCC . ... .. Cie
Q)
44­00 34,400 17,5CO a,800
CONCRErE COLLAR AL CL (L 0
SEE DETAIL
METALLIC MINIMUM 3000 P.5.1. G'-5CH 40 PVC StWEP 2(y 55.= 77�000 42. 100 21.500 1 OZOO '. Z>t la�
Z�WDI!, `II' M CONCRETE CENTER LIME ol';
0L'rf_r_TA5LZ TAPE LINE CENT
Z
CO LLJ
5EWER LINE 2�V 16,500 ic).Cco 60.000 .3 tu TR 0 V_ M
LL.
e2.300 47,100 23.GCO
30, 170.GCO 6
I CN
I PEV15��D LEVEL SPREADER TO SCOUR HOLE DETAIL in
i 72.800 244AX 32.300 G7.SCO 331000 1 . ii 1�
0 LU �-4
5, 30Q 330.000 7 42, 233. 5,�;Gc S� 1,�XXJ 45.700 j Uj
VALVE
fII-I -IIJ j I I LU
1, . REVISED $ RELOCATED DETENTION POND DETAILS z
!75! 2 (5ffff ADDITIONAL SHEET C8)
Aer 304.000 -i3o,C-Oo 232.700 115,600 59.GCO
PRECAST CONCRETE COLLAR DffTAIL ENCLOSE �NT)
B CID
BRICK MASONRY
354.1C0 �43.2m 1�4.GOO J 49LOCO .5.3ro
REVl5ED *11RELOCATED DETENTION POND DETAILS z
CONTiNOL:S WEID 0 LU
31.4'01A x .4, LONG BOTH SIDES WEEP role I. Ti-tKu LINE! Cotjilf:cTio"A. TEE A (SEE ADDITIONAL 5hIfIffT C45)
NOTE: .3OL:-15 WI HEX eOiLDEARINC LOAD " . TMRU I iNE �,OXNeCTIGN. TEE'
NUTS EA SIDE OF 57 STONE P::)L�%vRAr SMA4L 5E USED 70 C0VtP F,T71NIGS AND E10,TS. u5to PS _,Ef DATf:
VALVE BOX 5HALL NOT 5E iN57ALLED 5PIDER,
IN CURB AME) GUTTER. TO DE7E;?.VINF. THE 51dg OF A CONCRETE T11RU5T 13LC(X, Dt'ADE THE TOTAL FOKC--a 5Y 3, MPECTION CiIARaE, FL50%V ,%%
mucr, 0 711eDfAR!hiG,�ALUE,50FTHE 501L. THE CUC)T!eNT%V;L:ueE-i��r5lZr.0FTttF.BEAIZJNG 4, C�IANGP, LiMe S�ZE, REC)UCKk %% DRAWN BY:
SOFT CLAY ;.coo
AREA OF -"f: THRUST BLOCK 114 SQUARE FEET. AFFiOxi'AATE vALUfL5 FOR vARIOUS 4F
VALVE BOX SHALL 131! C214TFUD AND END ELEVATION S17 1.500 5. -FCT1ONCHANrt.TEE U5!D
CA50NG SECTION TYPES OF 50!L ARE USTED N 7AI31_��AS ELBOW BEFORE YOU DIG ..... CHECKED BY-.
L9rff' APPROX. APPROX. .. P
rE _ . 'L PE. P
1/2 :U 29 PER ff.
1-1 7=z I M7rZ-_, T
25R
PLUMBED OVER VALVE 5�Lr
5ANV 4.000 NO LiTY CAN PIT AS SUvED FOR. THE ACCURACY CF T;iiF- DATA N THIS TA13LL C, 01RFr_7j().N CNA;,jC,E, CR.C55 L,5ED
5ANDY CIAY Due To Trif WIDE vAFATirii OF eEARI NG k.QAD CApAIVUT'Lt�5 FOR EACH FIZOVI N 504L r"PEL North Carolina One -Call _j cc
HARD CLAY
141) SCALE;
Call 48 Hours Before You Dig! Uj < 0
jj.� CO C14
VALVE BOX DETAIL ENCASEMENT DETAIL NOTE; 1411 VO FU NAME:
rOR ?iPZ5 12"AND SMALLER M 1-800-632-4949
:�U 0[. ov.•.
A IOINT PIPE MAY BE 1_15ED iN U- T�IRUST 5LOCKING DETAIL A
FOR VALVES SMALLER ThAN 12" NOT TO 5CALE ;iZZISTRAINED
NOT TO SCALE CONCRETE TMo",PLJST BLOCKING. NOT TO SCALE "'A ....... %%,:
C6 OF 8
2 1 3 1 4 1 5 1 6 7 1 8 1 9 10 11 12 13 14 15 16 17 18 19 20

1 I 2 I 3 I 4
5
6 I 7
8 1 9 1 10 1 11 1 12 1 13 1 14 I 15
16
17
Eel
0
N
L
SEDIMENT CLEAN -OUT MARKER DETAIL
NOT TO SCALE
K
J
H
G
F
E
G
EL. 7.00
i
4" THREADED C.O. CAP
ORIFICE DETAIL
NOT TO 5CALF
GAL VA
(V-5G�
LL. 7.00
I,O'
PVC CAP W1
ORIFICE
PLAN FOR
SIZES
LOCATIONS.
i
! LINE F4?PEdAY SPILLWAY ITH RII�P \IN;1
\ `\
~(5g \ \
1
! I m [ 12' EGETATIVE 5HELf (I 0' MIN @ �)
j y y y y y
1 \
�4 5
I G_ r
� y !
I i y y y
77
y sr y y y y y y y
11 1 \\ y y 20 y
y y y y
24PU5� m y y y 4 l� \
// �} i \\\ y y y y y y y y y y�d y y y yl y y y y AI 11! _
y y 1 y ! y y y y y y y y y y ! y y y y\
y y y al y [ y y y
l
i A05
7 1\
110.95'
11 \\ \ \ \ N,
..rr wr... ter• rr� arr� �.� — — —� — — — �. J r � .N� .•._." / --•^ .,.- • ^ .. mow.
FXI5TING TOP-OIF-BANK � • _"
Err
EXISTING TOP -OF B W- t
ELEV. 5.70
GENERAL NOTES:
MORTAR JOINTS 112" f ! 16" THICK
CLASS "AA° CONCRETE TO BE U5ED.
THE POURING OF FLOOR SLAB TO BE ACCOMPUShED BY
FORMING.
ALL DROP INLETS OVER 3'-G" !N DEPTH TO BE
PROVIDED WITH METAL STEPS ON 1'-2" CENTERS.
CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK.
.JUMBO BRICK WILL BE PERMITTED.
PLAN
TOP EL. 6.50
4' WEIR ON 2 SIDES
4'111LE55 EL. 7.80 TEMPORARY WATER QUALITY
oT,i7 s POOL - EL- 7.80 (15YPA55 VVE;RZ
24" RCP OUTLt7 NOTH)
d EL. 7.00 (INV. I .00" ORIFICE) PERMANENT POOL
G" GATE (5EE ORIFICE DETAIL) EL- 7.00
4
VALVE
EXTEND WALL PIPE TO POND 4.5' WATER DEPTH FROM PERMANENT POOL
50TTOM t 30 LF
G" PVC 51VALL PIPE EL. (3.CC) (POND FLOOR)
FILL OUTLET STRUCTURE WITH PROP05ED RIP -RAP ARC FILTER
TO PREVENT
SEDIMENT
WASHED SAND OR #57 STONE MOVEMENT
• EL. 0.00)
.00)
SECTION 5_5
OUTLET STRUCTURE DETAIL
NOT TO SCALE
2
3
5
Lol
7
1 2' VEGETATED 5HELF TYP. FORE BAY SPILLWAY ELEVATION G.50`
EA57 JORDAN IRON WORKS
GALVANIZED > RAME F"
(V-5GG0)
ALUMINUM GRATING BOLTED TO
4" TFIROAT OPENING AS DEBRIS
GUARD (3 SIDES W1 3' WEIR)
i
TYPICAL POND CRO55 SECTION
NOT TO SCALE
E PLAN FOR
E SIZES.
SECTION A -A
NOTE:
THERE ARE NO EXISTING WETLANDS ON TH15 SITE.
10
11
EK05ION CONTROL NOTE5
SEEDING AND MULCHING TO BE APPLIED WITHIN 15 WORKING DAYS OR 21 CALENDER DAYS
OF: ALL LAND D15TURDING ACTIVITIES NOT PREVIOUSLY STABILIZED.
51LT ~ENCE TO DE INSTALLED AS SHOWN ON PLANS OR A5 DEEMED NECESSARY 5Y
VISUAL OBSERVATION.
SILT FENCE
12
13
14
15
i[el
WETLAND / AQUATIC VEGETATION PLANTING SEA5ON5:
yn
P -s
19 20 REVISIONS
NO. DATE E
3!!,'CG HC'i
03-20-08 JSF
10" - I C-0 3 JSF
T'JFc f OCT f 1, ..j�WF-
L�5 � !_
HrZaACI 0U5 PLANT5 [SHALL-)'S La`-; ID) :CT rc )UNE
HERBA(�EA�JS r�L,4fIT5 iSi�A1.L0'1Vt,VP;iFR) i�1l-�s?��:� �o.1'uNFw
VID-BEET La MID-OCT
GRAS5F5 Y=AR ROUND
GENERAL NOTES:
PL ANT*JG 0�_T OF 5EA50N 15 NOT AND PLANING
5CHEDULE DO NOT CORFf=SPOND, 5 i ABILIZE 5ANK5 (UPLAND AREA AND SHALLOW LAND) 1O T H
APPROF' R!AT= TEMPORARY COVER CROP AND !-ROSION CON FOL MATTING UNTIL APPROPZIATE
PLANTING 'FA50N.
PLANTS 5dOULD Bt IN5TALLED A5 LARGE DRIFT 5 ,i.e, MASSES OF A SINCLE 5PECIE5) WfftT '.N
TriIDR F;;'-51PECTIVE PLANING AREA5, OVERLAPPING OZ WEAVING OF THE PLANINT .AREA EDGES IS
2cCCv1ME�V'OED.
ALL PLANTS SHALL 5E D!RECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 100
MILE3 CF TWI PRO ' CT SETS. 1F 5UI T ABLE STOCK CANNOT 5E 08TAINED, PLANT5 Off O T t;atiR
GFNET;C .'0VF?lAiI,:(,"l N1AY BE UTIUZED',VITk, THE APPROVALOF Fi E LOCAL REGULATORY
AGENCIES.
ir-,?fGAT1ON MUST BE PROVIDED "O2 5F'IALLOW LAND AND WATER ZONES if PIZOLOiNGED
DRbUG iT DRAWS WATER LEVELS 6" OZ r\ACRE BELO;N NC �AAL POOL DURING THE FIRST
S 'MN"ER FOLLO'%/ING PLANT INSTALLATION.
TREES VU5T BE FLAGGED IN THE FIELD OR EASY MAINTENANCE AFTER PI_ACL.MENT iN 5�ALLOW
LAND A�;EA,
DO NOT PLANT CATTAILS. CA17AIL5, ALTHOUGH A aVETLAND PLANT, PROVIDE A HAVEN POR
M05QUIT0£5 AND WILL TAKE (DVEP, AND CROWD OUT OTHER VITAL VEGETATION,
VEGETATIVE 51IFLF PLANTING 5PECIFiCATiON5:
T',!E VEGETATIVE SHELF FOR THE PROPOSED POND 15 AN AREA 12 Ff=i T WIDE WITH A SLOPE NOT TO EXCEED
Gr r AND WILL EXTEND A MINIMUM OF 2' BELOW THE SURFACE CF THE FEZMANENT POOL. Ti IIS SHELF W€LL
8E VEGETATED 14VIT1 AQUATIC VEGETATION POR PERMANENT STABLIZATION.
LIMING - APPLY LIME ACCORIDING yp 501E TEST '2ECOMMENDATlONS. IF THE pH (ACIDIT) OF THE SOIL IS
NOT KNOWN, AN AFPLICATION Or GROUND AGRfCULTUPAL LIMESTONE AT THE RATE OF I TO I - TON5/ACRE
ON FfNf -TEXTURED SOIL13 15 USLtALLY 5UFFICIENT. APPLY L!MF5TON UNIFORMLY AND INCORPO?ATE 61`ITQ
TI-!E TCP 4-G INCHln5 OF THE 501L. 50!L5 WITH A pH Oi` G OR HIGHER NEED NOTBE LIMED.
FERTILIZER - BASE APPL;CATG'N 2A7E5 ON SOIL TE5T5. +YIEN THREE ARE NOT POSSIBLE, APPLY A 10- 10- 1 O
GRADE FERTILIZER Al 700- 1 ,000 LB J ACR=. BOTH FERTILIZER AND LIME 5;`iOULD BE INCORFOPATED INTO
THE'1CP ..}-G I14C11E5 0'F 51_IL. IF A HYDRAULIC 5EFDEZ 15 USED, DO NOT ^1IX SEFD A,�iD FERTILIZER MORE
THAN 3J MfNUT=S f3E; C2E APPLICATION.
PLANTING ZONE5:
UPLAND AREA:
THE UPLAND AREA PEZTAINS TO ALL AREAS BEYOND THE EI-EVATION 6" ABOVE THG PERMANENT POOL IN Ti1E
VICINITY OF THE DETENTION POND. THIS AREA WILL BE SEEDED kNITH A WARM SEASON GRASS PER TfilE
FERMA\IENT 5EEDING 5PCiFECATiON5 SHOWN ON Ti,E5E PLANS,
5HALLOW LAND:
THE 5F!ALLOW LAND AREA IS AN AREA THAT BEGINS AT THE PERMANENT POOL ELEVATION AND EXTEND5 UP
THE SLOPE OF THE POND EM5AWK,ViENT TO 0' ABOVE THE PERMANENT POOL.
SMALLcw WATER:
THE SHALLOW WATER AREA OF THE POND 15 AN AREA THAT 5EGIN5 AT THE PERMANENT POOL ELEVATION
AND EXTENDS DOWN THE POND EMBANKMENT AT A G: I SIDE SLOPE FOR 3' TO A DEPTH OF; G" BELOW THE
PERMANENT POOL ELEVATION.
DEEP POOLS:
DEEP POOLS EXTEND EXTEND FROM AN ELEVATION G" BELOW THE PERMANENT POOL ELEVATION BOTTOM OF
THE VEGETATIVE SHELF WHICH ENDS AT A DEPTH OF 2' BELOW THE PERMANENT POOL.
ZONE
5PECiES
COMMON NAME
UPLAND AREA
SEE 5EI=DING SCHEDULE
SHALLOW LAND
5CIRPU5 PUNGENS
COMMON THREE -SQUARE
5CIRPU5 CYPERINU5
WOOL GRA55
CAREX LONGII
LONG'S SEDGE
SHALLOW WATER
PONTEDERIA CORDATR
PICKERELWEED
PELTANDRA VIRGINICA
ARROW ARUM
5AG7TARIA LANCiFOLIA
DUCK POTATO
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DATE: O3'Q/-Q6
DRAWN BY:✓L
�: ••'Q�, di •.• N CHECKED BY:
s
O Q _ 5CALE:
-�;�
3 REVISED OUTLET STRUCTURE AND POND NOTES PER �y ;vim C1�; Z : FILE NAMESHEET : 0�083dwg
S ADDED
0SHELF PER DN POND DETAIL AND
CHANGEO+,I �,''��/If"••••• ti`,`,�`,`��
!lIll{{{
l✓ 8 OF 8
17 1 18 1 19 20

1rL-_,,:. _ - - _-,--�.__---- -, .-'-- - a ��it .' i.:. il. .�.L.�._'ri i.3.i_i �.. 't.. :� a
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+r +I . %
I ,EGEND:
x s x i
#'OST PERMIT STONE AREA
40 0 40 80 �.20 Y x ' ` %
GRAPHIC SCALE - FEET
-77777,
--rF'T
JA
Lb
'`�°''''� ADDENDUM
o w
o POST PERMIT CHANGES
4 n r, DRAINAGE AREA AREA A SHEE C3
Q,s'
/ •�• 1` R�C� .� AREA MAP F-
�4r
CHRISTIAN VOICE MINISTRIES, t C.
k 334Tr xp -
r 17 C;i.3 GC WASI,;Nv'DN Ci�Aur:.lr
a _
r ,NOPT H r-•A.PVti.!,NA
SCALE: t" _ b_a' DA r DEC—
C7,Hch�: RL HAld5Ckk, F'.A
WASNkbtGTON, N.L. 27aag
TAR F"HVER
r