SW7060531_APPROVED PLANS_20061012

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7v��s�3I T
DOC TYPE
❑ CURRENT PERMIT
WAPPROVEDPLANS
❑ HISTORICAL FILE
DOC DATE��/��
YYYYMM D D

.. i _ . i i .. 1' , _ _ _ . - . ' - - - _ . . _ . e.. - .� _ - 1__ _ _
Fd IP I tc),Itl IF= Ffi IF= 14 7r TO SERVE
ir C) 14
1331
OWNER &APPLICANT:
1325
Absolute Self Storage, LLC
J
Tom Gandee, Member -Manager
P.O. Box 197
EDENTON, NORTH CAROLINA 27932 .� � � _ � '
1 LIST OF DRAWINGS
CIVIL ENGINEERS:
I
1319 SHEET 1 COVER SHEET
FUSS & O'NEILL / ```� 4 , SHEET 2 DRAINAGE AREA DELINEATION AND
610 LYNDALE COURT 1200 EROSION CONTROL PLAN
GREENVILLE' NORTH CAROLINA 27858 --- �' SHEET 3 SITE PLAN PHASE I
SHEET 4 SITE PLAN PHASE 11
�
SHEET 5 BASIN CROSS SECTIONS
SURVEYOR: �• ' SHEET 6 MISCELLANEOUS DETAILS
JARVIS CONSULTANTS INC.
223 N. RESPESS STREET ",U7
f
WASHINGTON, NORTH CAROLINA 27889,v ,
ITE
STORMWATE
•
t ;Ct ENV
Beaver, L(1
Hit Cam `��' Date tf..3�
06
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loa/
\0
WORK SEQUENCE
..........
1—CONSTRUCT TEMPORARY ENTRANCE
2—ERECT SILT FENCE
. . .... —CONSTRUCT WET DETENTION POND
SEED SITE WITHIN 15 DAYS A 3
DISTRUBANCE $EE SEEDING ............
............
....... ........ 4—CONSTRUCT STORM DRAINAGE PIPING
... ................
.. . ...........
SCHMUIE ON SHUT 6 ....... i . ......
..............
...........
5—ERECT STANDARD DROP INLET
.... . ....
-Psi'.` .......... PROTECTION
........................
.. ............ ....... - ....... 8—CONSTRUCT RIP RAP OUTLET100/ .... ........ ...........
........................ •........
/ r'- �:::.' ....:...........\ ` :::' ................... . ......... ................... VELOCITY DISSIPATORS
........ . . . ..............
...................
7—INSTALL ROCK CHECK DAMS
........ ........................ ....... ...............
......... —GRADE THE SITE
4.0 8
...........
........................ ......................
........ .......................
.............................
9—SEED DISTRUBED AREAS
........... .. .. ...... I ....... ................
............... ................... 1 O—CLEAR WET DETENTION POND UPON
...................
.......... ........ ........................
................•
.............. ......
.......... ........ ..
..... ...... .... .........
1 —4— 0-," SITE STABILIZATION
... ....................... .........
?,6 .... .. . ...... ..................... ...
............. .... ... .................... ............ ...
.......... ............ ......
'4)�'2 8 ........ x
............... 11—WATER AND MAINTAIN VEGETATION
........ ................
..........
1 25.,59, ... .......
X ............ ...................... ......
. . . ............... ...... ...... ........... 4 ...... .
...... ..............
.. ..................
............. ...... ...............
...... 1.1.,.,...............,...-.-.-.-.-...........-...-...,I ........... TO ESTABLISH AS REQUIRED
�_3 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.......... .......... ....................................... ...................................
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............ ......... ............... ........ ............................ .......... ..............
9 ........... 12—CONSTRUCT BUILDINGS
................ ...... .......................
.................. ...................... ..... ­_ .................... ...........................
........ ...... ............... ................................. .............. ............ 13—REPAIR ANY EROSION DAMAGE OR
................... .... .............. ...... ........ .....................
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... ............. ....... V.W - ......... Lu
.......................... ... ..........
............ ...... . I .............. . .......
................ ............
. ...... ..... CONSTRUCTION DAMAGE PERIODICALLY
9 � - ....... I ........ ............. ...... ........... .................. ........... ........... ....... 99
........... ............... .........
.............. lop 14—UPON COMPLETION AND SITE
.............. ............. ..........................
... ......................
.. ............... ....... . _F ... .... ... ........ ...... .......
.............
........... ........ ..................
.......... .... ..........
........... ....... ......... STABILIZATION CLEAN WET DETENTION
......... .... ........
99 ............. . ...... _':
........................
.............
10ACT 0....... ............ POND AND LEVEL ROCK CHECK DAMS
...........
cp....
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ri��- ►.:: i . f AND REMOVE SILT FENCE
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.. ....................................................
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INLET SUMMARY --7-,.. -, ....... ­­­ ........... ......................... 11 ------
INLET
TOP ELEV.
INVERT
#1
100.80
98.66
#2
100.62
98.20
#3
99.70
97.75
........... . ............ ...........................................
............................ ................. i
C. ....................................... .
. .................. ..................... .......
75'
OCK CHECK
................. DAM
91
64
6.5
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S .... ........
......................... ...... .............. LEGEND
.................
P—DAD fV ITO CT nmrvr�evn MRFL POrV CHECK DAM
N
ASNECCESSARY TO REACHPIPE SUMMARY ORMAL POOL SILT FENCE
FROM
TO
SIZE
INV.
UPPER
INV.
LOWER
LENGTH
INLET
INLET
15 92 RCP
98.66
98.20
93
INLET #2,
INLET #3
15 to RCP
98.20
97.75
108
INLET #3
FLARED
,END SEC.
18"RCP
97.75
97.50
60
1 NEW CONCRETE STORM DRAIN PIPE
NOTE: CONSTRUCT WET DETENTION POND'
FIRST FOR USE AS A TEMPORARY 9 SPOT EXIST RAILROAD
NEW CURB AND GUTTER
SEDIMENT BASIN. CLEAN ALL SEDIMENT ifi
UPON ESTABLISHMENT OF VEGETATION.
ROOF DRAINS, MUST BE DIRECTED
MnPTPwApn INTO qlTP'
PROJ. MANAGER:
SEAL
%%%'19PAUr)#4p
%"'- 'p
SCALE:
TOWN OF EDENTON
CHIEF DESIGNER:
HORZ.: 1 30'
s
-9
Z
if ff)
2 1 17480
FUSS & O'NEILL
Discipline,to Deliver
ABSOLUTE SELF STORAGE
EROSION CONTROL PLAN
REVIEWED BY:
DATE
VERT.:
DATUM:
HORZ.:
VERT.:
'afN * 'A*
ALA14
17480
30 15 0 30
610 LYNNDALE COURT SUITE E, GREEWLLE NC 27858
No.
DATE
DESCRIPTION
BY
TODD ALAN
REVISIONS
01100 0
TRIPP LICENSE No.
GRAPHIC SCALE
252.355.1370 www.FcindO.corn
EDENTON NORTH CAROLINA
PROJ. No.: 20060996.A10
DATE: 9-11-2006
20F6
—r-7-

6
F-
0
6
L)
ko
1 �f� P y�. � �� ,- , , f
t r � Q i •`tl :' i
A\ ROOF\ DRAINS MUST BE\\ DIRECTED
SOUTHWARD INTO SITE
1 1 4� 7
10 a,
�`� "' O `- `�_ ��°� ``�, .{�'
WORK SEQUENCE
1—CONSTRUCT TEMPORARY ENTRANCE
54115
&'
ON 2—ERECT SILT FENCE
3—CONSTRUCT WET DETENTION POND
119 4—CONSTRUCT STORM DRAINAGE PIPING
5—ERECT STANDARD DROP INLET
....... ... PROTECTION
..........
............. ... ............
..
—CONSTRUCT RIP RAP OUTLET1(/ .q..................... I........... h
......................
...................... VELOCITY DISSIPATORS................I....................I.........
........................ .................
le-0 f_�" ...............
'Z .0 1_"' ............. 7—INSTALL ROCK CHECK DAMS
.............. . ..................
................. .... .................
...........
......................
........................ .......
�'`''—GRADE THE SITE
. ...... ........ g r 8. .......................................... f % 1\
9—SEED DISTRUBED AREAS
................
...............
............. 10—CLEAR WET DETENTION POND UPON
....................... ......................
.. ........... ............
.......................
f i
................ .... ..................
SITE STABILIZATION
....... ......... .............
.......... ....... .. .. ............................
........ ..... ...
..... .. ..... .....
.............. ............... ....... —WATER AND MAINTAIN VEGETATION
.............
1 25_59, ................. .. .................
............ TO ESTABLISH AS REQUIRED
................. . . ......... .......
............../ � .................. ........
..... -), ... ;;� It �__ - -
...... .. ......
43 55 4 /
... .......... 9
—CONSTRUCT BUILDINGS
12
......... ........
........ ... .
13—REPAIR ANY EROSION DAMAGE OR
Ld
1,33
........ ................
....... ....... --------- �11 ............. CONSTRUCTION DAMAGE PERIODICALLY
9 ... I'.,.*.,-,.,......:?-.-. - - z
.......... ..................... .............
K ...................
............ ...... .............
....... 14—UPON COMPLETION AND SITE
N & ...... ... ....
.e 011 ....... .............
.. ........ ......
................. .......... ...... DETENTION
..... ....... ...................
rFiN
..............
zV" .............
V.-I ... ------------- . ......................
............
....... .... '0 ....... ...... .......... ...................
...... . ... ........ :::::j ...........
STABILIZATION CLEAN WET
................ . . .... POND AND LEVEL ROCK CHECK DAMS
99
...... ..... . .. ....... . ............ .. T(50 AND REMOVE SILT FENCE
............... ................
Icn-
.V
Is
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10
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x ......................
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25,27' ­...........�.._.y . ..... ............
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....... ALL _' I
ROOF-o
it -
co I
INLET SUMMARY As 9
<1%L I
INLET
TOP ELEV.
INVERT
#1
100.80
98.66
#2
100.62
98.20
1 #3
1 99.70
1 97.75
I OW, 75 '49, 'ILL
spryw 646_5,911" / 'tCNA I?CE
'q Vr
0
PIPE SUMMARY �` f i
FROM
TO
SIZE
INV.
UPPER
INV.
LOWER
LENGTH
INLET #1
INLET #2,15"RCP
98.66
98.20
93
INLET #2
INLET #3
98.20
97.75
108
INLET #3
FLARED
END SEC
18"RCP
97.75
I
97.50
I
60
I I
NOTE: CONSTRUCT WET DETENTION POND
FIRST FOR USE AS A TEMPORARY SPOT
SEDIMENT BASIN. CLEAN ALL SEDIMENT 96.96
UPON ESTABLISHMENT OF VEGETATION.
ROOF DRAINS MUST BE DIRECTED
NORTHWARD INTO SITE
a?
F
_j
0
O
K CHECK
LEGEND
ROCK CHECK DAM
SILT FENCE
NEW CONCRETE STORM DRAIN PIPE
EXIST RAILROAD
NEW CURB AND GUTTER
PROJ. MANAGER:
SEAL
174M#
1-4
ALAA
"Itipoll" vtj o
SCALE:
FUSS & O'NEILL
Disciplines to Deliver
LL 610 LYNNDALE COURT SUITE E, GREENNAE NC 27858
252-355.1370 www.FandO.com
TOWN OF EDENTON
ABSOLUTE SELF STORAGE
PHASE I
EDENTON NORTH CAROLINA
CHIEF DESIGNER:
H ORZ.: 1 30'
REVIEWED BY:
DATE
VERT,:
DATUM:
HORZ.:
VERT.:
30 15 0 30
No.
DATE
I DESCRIPTION
BY
—
REVISIONS
- .
GRAPHIC SCALE
PROJ. No-: 20060996
DATE: 9-11-2006
30F6
qi.' 11'.2

00
U
z
J
661
U
7
Lj.J ;j
LjJ
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1 ~
'-99
1
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P �1
INLET
TOP ELEV.
INVERT
1
100.80
98.66
2
100.62
98.20
#3_
1 99.70
97.75
PIPE SUMMARY
FROM
TO
SIZE
INV.
UPPER
INV.
LOWER
LENGTH
INLET #1
INLET #2
15"RCP
98.66
98.20
93
INLET 2
INLET 3
15"RCP
98.20
97.75
108
INLET #3
FLARED
END SEC
18"RCP
97.75
97.50
60
F
t
tir
F.
ROOF`DRAINS MUST BE` DIRECTED -' 1
SOUTH NARD INTO SITE
�f
:Q .
40.
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Sir ..............._._-.;.;_;_;.
sr
I
NOTE: CONSTRUCT WET DETENTION POND
FIRST FOR USE AS A TEMPORARY
SEDIMENT BASIN. CLEAN ALL SEDIMENT
UPON ESTABLISHMENT OF VEGETATION. ,
ROOF DRAINS MUST BE DIRECTED
NORTHWARD INTO SITE
� l 1
r0
r LL-
�r I
o
Cf
f
�j
Co D
OCK CHECK
if DAM
i
1
1
1
1
1
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r
WORK SEQUENCE
1-CONSTRUCT TEMPORARY ENTRANCE
2-ERECT SILT FENCE
3-CONSTRUCT WET DETENTION POND
4-CONSTRUCT STORM DRAINAGE PIPING
5-ERECT STANDARD DROP INLET
PROTECTION
6-CONSTRUCT RIP RAP OUTLET
- VELOCITY DISSIPATORS
= 7-INSTALL ROCK CHECK DAMS
8-GRADE THE SITE
9-SEED DISTRUBED AREAS
10-CLEAR WET DETENTION POND UPON
� SITE STABILIZATION
� 11-WATER AND MAINTAIN VEGETATION
TO ESTABLISH AS REQUIRED
� 12-CONSTRUCT BUILDINGS
� 13-REPAIR ANY EROSION DAMAGE OR
v CONSTRUCTION DAMAGE PERIODICALLY
- 14-UPON COMPLETION AND SITE
� STABILIZATION CLEAN WET DETENTION
POND AND LEVEL ROCK CHECK DAMS
AND REMOVE SILT FENCE
I
1
I
1
I
I
1
1
1
I
I
I
LEGEND
ROCK CHECK DAM
SILT FENCE
NEW CONCRETE STORM DRAIN PIPE
EXIST RAILROAD
NEW CURB AND GUTTER
PROJ. MANAGER:
SEAL
,�*ti'�+a�,
4� � �`•,�
w f.•. •f,f•,
`:' ,��j0fI�SS! �'��
SCALE:
FUSS & O NEILL
TOWN OF EDENTON
ABSOLUTE SELF STORAGE
CHIEF DESIGNER:
HORZ.: 1" = 30'
REVIEWED BY:
DATE
VERT.:
DATUM:
fet
f
'
P 7
Disciplines to Deliver
P
HORZ.:
,•Q
4Q ���
r` LAi �����N�
TM�
VERT.:
610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858
252,355.1370 www.FandO_com
PHASE 11
EDENTON NORTH CAROLINA
1�•.''f�(N'..
30 15 0 30
Na.
DATE
DESCRIPTION
BY
REVISIONS
GRAPHIC SCALE
PROD. No.: 20060996.A10
DATE: 9-11-2006
40F6
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10 FUSS & O NEILL
Disciplines to Deliver
610 LYNNDALE COURT SUITE E. GREENVILLE NC 27858
252.355.1370 www.FondO.com
TOWN OF EDENTON
ABSOLUTE SELF STORAGE
BASIN CROSS SECTIONS
EDENTON NORTH CAROLINA
CHIEF DESIGNER:
_
REVIEWED BY:
DATE
VEORT : 1 "1= S0,
DATUM:
HORZ.:
vERT..
1.
10 5 0 10
GRAPHIC SCALE
No.
DATE
DESCRIPTION
BY
REVISIONS
PROJ. No.: 20060996A10
DATE: 9/11/06
50F6
,
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B Wetlands Planting Plan
91CMKIM M W�"M STONE FILTER OF 1 • GRAVEL PLACED AGAINST SILT FARBIC W x 4' x" GALV. PLATE BENDING DIAGRAM
FENOfNG WHERE REQUIRED WIRE MESH Wetland Plant Source: Ellen J. Colodney, l4I.A.
SEEDING SCHEDULE Coastal Plain Conservation Nursery, Inc. Edenton, North Carolina 252482-5707
8' - 0" Max. 8' 0" Max. PIN D;ARS
A VAR. A 3SEED: THE MIXTURE OF SEED IN ALL DISTURBED AREAS INCLUDING NCDOT Rules
RIGHTS -OF -WAY SHALL BE THE FOLLOWING: 12` TYP.12,TYP Da not plant the aquatic bench with turf grass.
20 POUNDS/ACRE COMMON B£RMUDAGRASS (UNHULLED) I.s�
Do not plant non-native plants. - Refer to the schedule below.
- L
70 POUNDS/ACRE KENTUCKY 31 FESCUE VAR.M1 NOTES.ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR
.___, n ' - - " �' _ PRECAST USE 4,Ot10 PS< MIN. REINFORCING STEEL TO Check the drawdown orifice after each Tain event.
A. IF SEEDING OCCURS BETWEEN THE MONTHS OF NOVEMBER =
AND FEBRUAR1, RYE GRAIN SHALL BE PROVIDED IN ADDITION ! HAVE A MINIMUM 1 )J COVER_ FOR TABULATION OF Plant the aquatic bench as soon as possible after construction. Shading out the competition is your best method of
TO THE ABOVE AT A RATE OF 25 POUNDS/ACRE. a wacnc °°" 10�" 9" PLAN VIEW a THISEIVITEM MAIONS NY @PRECAST OR ANTITIES SEE
CASTE N PLACET 3 OF . weed Control, and weed control is your best method of maximizing aesthetic appeal of wetlands. Shrubs are a great
MAPPROVE SILT1�1" =
ALL SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEED BED AND a, , ° FILTERIN� 6" x 6" wiRE o s" ♦ 8' FOR 12- TO 36 DIA PIPES ALL PIPE FOR GRATE, STRUCTUAL TUBING, AND way to cover lots of shallow land quickly.
COVER SEED. SHOULD THE PERMANENT SEED NOT GERMINATE AND PRODUCE FABRIC MESH BACKING z ANCHOR 12" FOR 42" TO 60" DIA. PIPES RELATED HARDWARE TO BE GALVANIZED_ FOR TABULATION
_ DITCH OF DIMENSIONS AND QUANTITIES SEE SHEET 3 OF3. Leave deep water (below 96-5 feet) unplanted.
A STAND OF GRASS, THE AREAS SO EFFECTED SHALL BE RESEEDED UNTIL w a E SLOPE AS SPECIFIED ON TYPICAL
5/r wm,-, to -
A PERMANENT STAND IS ESTABLISHED. ,�r. cn,,. r�,a,r Na0 W" vE,x vxx e,.e ,aT�zV
��^ rc Ee s•w > .rF 3' LOG, 2" x 2" TREATED LUMBER, SECTION 8 OR 12 L E DETAIL 8
OR STEEL POSTS _ Installation Requirements
NOTE: PLANTING FOR WET DETENTION POND SHALL BE AS REQUIRED ON vruF,{auerw3awo SEE DETAIL q
THE DETAIL LABELED WETLANDS PLANTING PLAN <e>�M °i""��""° NOTES THIS SHE T ffi $ • • Wetland herbaceous plants are ideally installed 4/1 through7/15 in our climate. Contractor shall returning in the
I�'S'0°1 A. POSTS SET AT DEPTHS OF 4' FOR EARTH flACKFILL. ANCHOR DITCH Is -BOTTOM OF STRUCTURE L3 OR 12" 8" OR 12' P y .g
9" x 9" AND FILL !S TO BE COMPACTED, TO BE ON SAME GRADE BARS B SIZES SPACING $" spnng to replant any herbaceous plants that have died and include such remedial work in the bid price. Container
B. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A AS PIPE #4 BARS C-C ALL OTHER REINFORCING grown woody plants are best installed fall through early spring.
VELOCITY BREAK AND SILT TRAP. LATER SUPPORT BARS ARE SIZE /4 SPACED
$'• c-c Apply a slow release fertilizer to each plant as it is installed. AgSafe® Aquatic -Tabs 20-10-5, 90 day continuous
C. CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL $� E REQU D `�"` feeding,5 f
N,"M FROM ENGINEER. 2'-9 _ 1 2' 2'-41 POROUS BACKFILL A 10D grams, or wetland herbaceous species. Agriform® 20-10-5 Plus Minors Planting Tablets, 2 year slow
_ release, for trees and Shrubs. Do NOT broadcast fertilizer, fertilize after installation, or apply lime-
slr a v smaa sNinc rya _ - -. - LBS. /CU.FT. #78 OR I18
`a°�`" ' SILT FENCE D ETA } L --- `- — — ` 3- WEEP AGGREGATE Install container grown wetland plants from a reputable nurserywhich propagates from local wild plants. Do not plant
2'-o P Prof g P
WATER SERVICE DETAIL NOT TO � '' v sO c ® cultivars or "superior" selections. Do not import plants from neighboring states as they may not adapt to North
NETE III6 =I S DETAIL A LENGTHS LE THAN ARDWARE CLOTH Carolina's conditions. Do not harvest plants frum wild populations.
12'-0' GRATE REMOVED P P P
G D D C B E JOINT MAY BE KEY , DOWELED, ONE WEEP HOLE TO BE PROVIDED AT END SECTION B-B 3" WEEP If passible empty the wetland just before planting starts, to make installation easier, Use a level to identify the level of
OFF -ROAD SHOULDER OPERATIONS SHOULDER OPERATIONS ON TWO-LANE ROAD OR EPDXY GR(AJTEID OF POROUS BACKFILL (EACH SIDE) HOLE
ON TWO-LANE ROAD ( WITHIN 2 OF EDGE OF PAVEMENT) ¢L12'x 12" PLASTIC HARDWARE CLOTH Y4" MESH 8" C-C normal pool throughout the wetland, since it determines which plants go where. Ideally, shallow water areas should
( r-6' FROM EDP-) Yv OR GALVANIZED STEEL. WIRE, MIN. WIRE DIA. remain fully saturated - but not flooded to a depth of greater than 3 inches - for 30 days after plant installation. Plants
2-1/2' BEHIND 0.03 INCH NUMBER 4 MESH HARDWARE CLOTH
CURB I ; , a r ";= x SECTION A -A ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE completely covered by water for more than 48 hours will die.
1 I t l�t f 7,,
r It Install herbaceous plants and most shrubs in large drifts or masses
GRADE CONCRETE BOX A ; s A A e
s'-TRASH RACK DETAIL
RW „� J_Emergent plants for permanent shallow water (11'- 6" deep) Use these from Elevation 96.5 to Elevation 97.
cvNsm"c11vN CONISM NoN`«JS'R�G"�a tr` N� To 5 Plants shall be container -grown and of at least 4.5 cubic 1>aches capacity spaced 2' on center, at least 5 species,
)Of% FT %%% F7 -�* G 20-2 .. O :::>t :O_ .. e:. ':}i_ .ki' -+ ,,0. t,; - • w+s.,u,.,w see Hww'c ww a ri-I I
} Xif s,lxtlr I,n srru Jr
ASPHALT SECONDARY PRIVATE PRIVATE A NOTES: with no more than 30% of any single species,
w zD-, w za-, C.I.NO-HUB BAND CONCRETE DRI��i6a ��•� 1. L2, L4, L5 AND L3 DO NOT APPLY - NO Acorus calamus (Sweet Flag) Cladium jamaicense (Sawgrass)
2 MUNICIPAL STREET UNPAVED ROADS PAVED DRIVE r ..a .ao.+
WITH A BLIND CAP
, CENTER SUPPORT REQUIRED Iris virginica and Iris versicolor (Blue Flag Iris) his fulva (Copper Iris)
o ADAPTER 45 BEND A. AREA TO BE TAMPED. D. 8" CRUSHED STONE. Imo• II , \ ,
Frio E. NEW CONCRETE 1 /2 "THICKER THAN EXISTING J� �'dl -�<<I 2• L - l Peltandra virginica (Arrow Arum) Pontederia cordata (Pickerelweed)
B. 4" OF CRUSHED STONE. I
°�"�" o CONCRETE, BUT NO CASE LESS THAN 6 NGHES °
SCHEDULE 40 C. 2" BITUMINOUS CONCRETE SURFACE COURSE-�=..r.� ,¢ Y�' 3. SUBSTITUTE BOX CULVERT FOR PIPE Seururti5 Ceirluus {L1Zard Tail) Sagittaria latifolia (Duck Potato)
JNOTE THlC C. r - _
tF ,wININt1u of ,v' PVC SERVICE PIPE TYPE I-2. \. x �x� - _ SHOWN ON SECTION B-B Sagittaria lancifolia (Bulltangue) Schoenoplectus tabernaemontani (Softstem Bulrush)
LMJE cnNNor 45 BEND SLOPE 1.U0% NOTE: SEE SPECIFICATIONS FOR GRAVEL DRIVES. �__ � _ s ±.nT,..•a 4. H = 4' - P g (B ) p (W )
ROWWA�. ' NJV ArWCo, USE PLlic _ _ _ _ S ar anium americanum ur-reed Zizanio sis miliacea ater Millet
oR LA#4 °LO ' N. PAVEMENT REPLACEMENT f � '« 5. FOUR 4Y2 - INGH GALVANIZED PIPES
FOR I.N�E CLASURE r. 4"SW
45' WYE W/ 18" PIPE N.T.s. REQUIRED FOR TRASH RACK
OR SWEEPING WYE Herbaceous plants for saturat4 soggy soil which does not remain flooded Use these from Elevation 97 to
W 5-la - NEWLY EXCAVATED SA51 N, EiiCAVATE 1-5� BELOW EXfST- DITCH GRADE CEN7cRI SUF'P0R7 SECTION AA
INLINE SDR-35 WYE W/ SCH. ORIGINAL DITCH BO_"OM GRADE {Ie,dr° 1 Elevation 98
2 40 A{IAPTER OR SCH_ 4Q YdYE LEVEL STONE APRON Plants shall be container�rawn and of at least 4S cubic inches capacity spaced 1 on ceiMter, at least 5 species,
+I S.G' s.a' LDNc, ,D-o' WIDE
MINI
o Na1Rows SEDIMENT POOL Et,- _
WMUN 6' SANITARY SEWER WEIR ELEV. a o
RQM T s -� • - with no more than 30 /o of any single species. At least 70 /e of the total must be rasslike.
OF MAIN ,.a' MiN .,.n.c;Rai .. , Asclepias incarnata (Swamp Milkweed) Chelone glabra (White Turtlehead)
wra,Mn,a, .a,k,awr y-+rw i :nfR.wra..•a.r
EDGE
PFVEl1ENT xru wn',a',� .•Y. MVY .tt kM,l bbgrrldrgcr,�% ter,nxe rdeq ,ra
T2 SEWER SERVICE DETAIL 3:, 3 , 4-0 ..., -�y, r .,,ti, r ",��...«,.r„� / d Eupatorilnn coelestinum {Wild AgeratuYn} Eupatorium fistulosum (Joe Pye Weed)
T 4 wrnvwr..a we.u,."-e •�• rae. oarc,7 .
�T f1 `,�- : •« .r Helianthus angustifolius (Swamp Sunflower) Hibiscus coccineus (Scarlet Rose Mallow)
NC7 FO SChLE
G 20-2
GONS7rtUCISDN 2 ROCK CHECK DAM CLSF_�ANOUT STAKE . C tr4w-rc�... .l �Y r H1biSCT15 mOSCheutUS Rose Mallow - Kosteletsk a vir pica Seashore Mallow
ODNSTRUCRON - ROM a D Pin--�,.�- _ _.Y, R' i• y n Jam' ='�2 1 ( ) y gi ( )
G 20-2 1 CONSTRUC110H s' z' MIN.ROAD. �` ""Y` t AQUATIC BENCH Lobelia cardinalis (Cardinal Flower) Lobelia siphilitica, elongata, and allies (Blue Lobelia)
c ' S.D' i 1 . 1 I.-, Mimulus alatus (Monks flower Vemonia noveboracensis ew York Ironweed
STRU ON SIDE SLOPES MAX 6:1 (Monkeyflower) (N )
w 20-1 xxx MIN. CLASS FABRIC `„�;a _' E Carex species, except C. stricta (Tussock Sedge) Juneus species, reserving J_ roemerianus for brackish systems
�I class r3' EapslpN ConlrROL sroNE end'°.•." DE Ate a
OETnE CENTER SIJPPCRT w 20-, Shrubs for saturated, soggy soil which does not remain flooded (a.k.a. shallow land) Cover aquatic bench from
11\J =' (] rs+, rv...r. csu, en can er ,n".en.
.CARRY RIP RAP UP BANK � { ]{ )p d#' FREEBQARD �
REF. - MANUAL ON UNIFORM TRAFFIC CONTROL DEIGES FOR STREETS AND HIGHWAYS, _d0 O L (MIN') 2' CROSS SECTION SEDIMENT STORAGE
PART VI - SUPPLEMENT. - ;, � 1 _ ( PROFILE VIEW OF ROADSIDE DITCH ) "T RACK
j/ (� [� /� elevation 97.5 to elevation 98.5
TABLE 1 - MINIMUM SIZE OF WARNING SIGNS N0. 5 WASHED STONE -- -�t�•'; _ �': a J� SEDIMENT TRAP BOTTOM DIMENSIONS 15' x 2'. SIDE SLOPES ,_5:,- I ASH. i \AC K G 1 ATE DETAIL Plants shall be container -grown and of at least 170 cubic inches (trade gallon) capacity spaced 4' on Center, and
TYPE OF FACILITY MINIMUM SIZE -. Q�� 0 0 1 DEPTH OF VOLUME 216 FT
ti RURAL TWO-LANE, NOT is scntE at least 3 species,
TWO-WAY ROADWAY 36' x 36" FLOW `�� -°; ��.e;-a�.00odOOOQO�o� DI�CH 12.5'
MuLT1LANE FACILMEs O QQo o TERRESTRIAL BENCH AND BUFFER ` `-( Alms seinMlata (Hazel Alder) Amnia arbutifolia (Red Chokeberry)
UP TO 45 MPH 48" x 46" O QO YQ r0� CLASS 'B' EROSION CONTROL STONE FILTER FABRIC \G Ctethra alnifolia Summersweet Comus amomum and foemina (Silky and Stiff Dogwoods)
OVER 45 MPH 48" x 48" }'-,''�� "� -- {-
p(PRESSWAYS &FREEWAYS 48' x 48' � � Y NATURAL GROUND AT TOE OF SLOPE P��G �` v � � ( )
_ I 1
•�I-1I I ! III I Z 21"MIN.
TABLE 2 -- MINIMUM DISTANCE BETWEEN ADVANCE WARNING SIGNS Y m s - -� 5.0' EL 366.5 Ilex labs b
SPEED OF IC MINIMUM DISTANCE NATURAL GRADE I I m � m _ S � ems) Itea virginica (Sweetapire)
NO TREES ON P4� �G� Myrica (Morella) cerifera (Want Myrtle) Rosa palustris (Swamp Rose)
UP TO 35 MPH 125-200 FT LINE WITH FILTER FABRIC p O a pU 0� �� Sambucus canadensis (Elderberry) Viburnum nudum Poss€tmhaw
35 TO 45 MPH 2O0-300 FT r- a 1.0' ( )
fi' MIN.
B RIP RAP\
EX R 55 MPH 300-500 F't VARIES m MIN' EMBANKMENT Trees for saturated, so soil which does not remain flooded a-k.a. shallow land
EXPRESSWAYS 500 FT OR MORE x x x 35 2.5' DEPTHa $• •• 1.5:1 SIDE SLOPE \O P soggy ( )
SEDIMENT
ORAGE. P 4F Plant as shown on the plan. Provide a minimum of 15 trees evenly distributed on areas between 97.5 and 98.5
wIDTHFT 2 3 4 5 6 ROCK CHECK DAM DETAIL W w �'
SPEED L N T ER � STORAGE
Q
M H IN, AX. M MIN MAX. MIN. IN. . W . MAX Ncsr To sr�_� r 1 /� C QO �O elevation.
20 10 15 75 20 2 30 30 45 35 55 40 60 _ 2.0' NATURAL GROUND SIDE SLOPES MAX 3:1
�Q�� �6�p A Betula nigrd (River Buch) Carpinus caroliniaaa (Musclewood)
15 5 25 40 5 4 70 $5 100r STONE SLCTION
30 15 25 30 45 45 70 60 90 70 115 90 135 STANDARD METAL GAl_VANIZ_J HARDWARE (AS SEEN LOOKING DOWN STREAM )
35 25 40 45 70 65 100 85 130 105 760 125 190 , N , Cratae us marshallii and viridiS Hawthomes Taxodium distichum
40 -, 451 s5 ss s0 ,20 11D 165 135 205 160 z40 POSTS 2 -f) IN 1,'IE-}= Ek IL�I�S TO .TOP OF g ( ) (Bald Cypress}
45 45 71390135135 zo5 w 2711 225 340 270 40s B(JX TST -TEMPORARY SEDIMENT TRAP DETAIL p Nyasa biflura (Swamp 131ackgWn} Nyssa aquatica (Water Tupelo)
�+ /1� p f•� TYPICAL FOR ROADSIDE _DITCHES NO TREES ON G., $'50
50 0 00 t 1 2 5 2 0 3 0 2 0 3 5 3 0 4 GROUND �•�
55 h5 5 110 7 5 10 2 D 2 0 3 0 2 5 4 5 3 0 41 �Ip 1� 1. CHECK BASIN AFTER EVERY RAINFALL WHICH CAUSES FLOW IN ROADSIDE DITCH- EMBANKMENT
Wlp;�Q 7 8 9 10 12REPLACE STONES WHICH ARE DISLODGED.
,2 _ BOTTOM OF AQUATIC BENCH
3. REPAIR ERODED ABUTMENTS WITH STONE.
�� 4. WHEN BASIN IS 1/2 FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL BY 1 r
(M H IN. Ax. M M MIN Max. MIN. Ax. IN. M! MAX SPREADING AND SEEDING aR INCORPORATING INTO BACKFILLING OPERATIONS. ENERGY D1`'SIF'f'.l(1f:
0 50 75 5 BS 60 90 70 15 1 t 190 �-� 5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL A OUTLET STRUCTURE
25 75 160 a5 I30 95 ,45 105 25 1,5 175 180 270 �� DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION AND INLET
30 ,05 16D 12D 180 135 205 150 225 I65 250 160 270 �-�`�^� ACT. ' 1 6'
40 ALTERNATIVE AND EMERGENCY
'+. 3 190 215 140 05 31 5 245 370 6. PAYMENT SHALL BE INCLUDED 1N THE UNIT BID PR{CE FOR OTHER ITEMS SPILLWAY SEE CALLS
40 190 2$5 215 325 405 610 450 675 495 745 540 480 � `�~ UNLESS SPECIFICLY REOUESTFD BY THE ENGINEER. SEE BASIS OF PAYMENT FOR 97.25
45 315 475 360 540 405 610 450 675 495 745 540 810
50 ZO 5 400 6 0 410, 615 500 7 0 5 0 S 5 6 0 9 ---------` PAYMENT TERMS. -
55 5 O 46 6 0 405 7 5 5&D 8 5 605 9
TABLE 3 - LENGTH OF TRANSITIONS--' _
TAPER FORMULA'
LT WS FOR SPEEDS DF 45 OR MORE �` 96.50 BOTTOM OF AQUATIC BENCH
s PENMANENT t UU POOL
L = W9 FOR SPEEDS OF LESS THAN 45
60
9s.�a
WHERE
L - MINIMUM LENGTH OF TAPER
S = NUMERICAL VALUE OF POSTED SPEED LIMIT PRIOR TO WORK OR 85 PERCENTILE , T
SPEED
A RARY P OL AND TOP OF AQUATIC BENCH
W = WIDTH OF OFFSET #57 WASHED STONE PLACED TO A HEIGHT OF C� R E CE-1j'
I V
TRAFFIC CONTROL FOR STREET 12"-18" MIN. ABOVE TOP OF BOX
SHOULDER CONSTRUCTION STANDARD DROP INLET SEDIMENT GABION/EARTH OCT 2 0.20M
TO NOT SC+Vi FOREBAY
PROTECTION BAFFLE
(CREST) �wQ
PROD #
GRATE AND FRAME
J 4'-6'-8'-10' I 6' MN. H.c. D.D.T. WET DETENTION BASIN
VARIES PER SECTION r I sT # 5 wAsNEo
r
MAXIMUM POOL rSDF EMBANKMENT NO TREES ON
ROUND END RAIL POST (TyP_ a APPUCABIE AT ALL POINTS OF MGRESS & EGRESS UNTIL 517E M STABIu2E), FRE01JENT CHECKS OF THE DEVICE MID T& LY FOREBAY 99.50 EMBANKMENT
MAINTENANCE MUST BE PROVIDED.
F,-Tr ro" Poe Outlet to Well-defined
3/4" DIA. ANCHO g'X 5"x 1i6' SO. TUBE FLARED END RAIL NOTI D Channel
BOLT HOLB A. N.C.D.O.T. # 5 OR / 57 WASHED STONE SHALL BE USED. PAD TO BE 50'L x 20'IY x 6"D
11 1URNNG RADNIS SUET MT TD ACCOMMODATE LARGER TRUCKSIS TO BE PROVOED. 1 ,
©c= C, ENTRANCE(S) "U BE LOCATED TO PROVIDE FOR MAXIMN UTXJZATION BY ALL CONSTRUCTION TRUCKS.
o FDOT PLATE -Y' HIGH X 12" SO.
�Q O. MUST BE MAirITAlf•ED IN A cGNoIiI(M M!1-iiCH MAU. PREVENT 7RAClDNG OR DIRECT FLOW bF TRAFFIC ONTO PEAK ATTENUATION STORAGE OUTLET STRUCTURE ��1
STREETS. PERIODK; TOP DRESSING WITH STONE WU BE NECESSARY. KEEP SOMME ON HAND.
E. ANY MATiRML *KH STILL MAKES IT ONTO THE ROAD MUST BE q.EAHED RAME01AiELY• � 98.50 ALTERNATIVE AND EMERGENCY
GUARD RAIL DETAIL _ I - La is the length of the riprap
NOT 1D SCALE ' STFPI-C' T UN EN T� �(�C E 1 —SME SPILLWAY SEE GALCS ----
TERf5TR1AL R q apron,�� iB�ICH WATER QUALITY STORAGE
1 2, d = 1.5 tirtMes tlae rriaxlrMiurn
' stone diameter but not less
1u1zs SIDE SLOPES 1,1AY 3.1 3 6" than 611,
PLAN SECTION
DROP INLET MAIL MUD) � 1 �, Plan tend the up thechsnll l
�. IIST a wEali-delitllscf channel ex-
. it' + c1r 0 1�4' --
� • �,•, ��. � banks to an elevalivn of 6
above the maximum tallwoter
SEE TRASH RACK DETAIL 101 AQUATIC BENCH GABION/EARTH depth Or to the top of the bank,
1&77 '� s" aLv SIDE SLOPES MAX 6:1 BAFFLE PERMANENT POOL {SDF) whichever Is I .
r DM Llocr
14 ♦ If 4 E,4 >L s �E
�I iM.aM (CREST) EL. 97.00 ICI
ssksw� 4, A filter blanket or filter fabric
should be installed between
V<r r 6. / S the €'lprap and scil foundation.
I •I° TYPICAL SECTION A -- A
I y r a& 1Jr'LV. NA { WMI
tt�y� Loam Cm S1f�N1�Ts7Mi'�1�iII AAA
�� Fftr
_ DETENTION BASIN DETAIL blanket
91/4* TYPICAL SPILLWAY DETAIL �Tros
SINGLE Box CULVERT DETAIL �N�MsmE - — RIP RAP OUTLET PROTECTION
PROJ. MANAGER: TAT SEAL ��Nk*��re��r SCALE:
E l �. CHIEF DESIGNER: `tom' Q ':,.� HORZ: TOWN OF EDENTON PROJ. No.: 20060996.A1D
�....� DATE: 9/11106
REVIEWED BY: ©ATE +IiQ�.•'•• ES % `•ti �.�►rw+J, VERT.: FUSS EaL OtNEILL
DATUM: ABSOLUTE SELF STORAGE
HORZ.: Disciplines to Deliver
17480 `• VERT.: MISCELLANEOUS DETAILS n
'�:;.;d.�•,•,•�, `�� .-_"'" L 6F6
100 50 0 100 V
No. DATE DESCRIPTION BY rya d ALAt� +�� 17480 610 LYNNDALE COURT SMITE E, GREENVILLE NC 27858
i%,, t4Mf1 4��`, TODD ALAN TRIPP LICENSE No. GRAPHIC SCALE EDENTON NORTH CAROLINA
REVISIONS '� (� '1 252.355.1370 www.FandO.com- I