SW7060409_APPROVED PLANS_20060809

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
)a
YYYYMMDD

[0I
l_I
i—
A
LJ
Z
CL
00
M
N
vD
0
CD
(U
rn
3
3
]C
n
Z
Li
LJ
0
LLJ
LJ
U
E3
17-1
0)
3
0
0
3
LJ
I
LD
Z
H
C
O
=ice
0
LJ
U
1-1
Ul
N
IZ
d
U
WE
ELIZABETH CITY
VICINITY MAP
SCALE: 1" - e,OW
PROJECT NOTES:
Owner.
Tanglewood Development, LLC
1268 U.S. 17 South
Elizabeth City, NC 27909
252-335-4887
Wetlands property reeleved a PC determination from F.S.A.
in 19W and has been formed continiousty since that date.
Survey Data provided by Northeastem Surveying
Datum: Horizontak- NAD83
Vertical- NAVD88
Nearest Receiving Stream: Knobbs Creek then the
Pasquotank River.
Watershed Classification: C, Swp
Total Project Area = 16.78 Ac,
Total Disturbed Area = 16.78 Ac
CONSTRUCTION SEQUENCE
NOTE:
MULTI—FAMILT DEVELOPER IS REQUIRED TO
SUBMIT PROOF THAT ITS DEVELOPMENT HAS
LPSS THAN 70cX IMPERVIOIIC AP170 entn TWP
DEVELOPER MUST APPLY
PERMIT FROM DENR—DWQ,
1. OBTAIN PLAN APPROVAL & ALL PERMITS
2. HOLD PRE -CONSTRUCTION MEETING ONE WEEK OR MORE PRIOR TO THE START OF CONSTRUCTION.
3. DO NOT BLOCK DRAINAGE. WHEN NECESSARY INSTALL CULVERT IN CONJUNCTION W/ 1NLETIOUTLET
PROTECTION WHILE INSTALLING THE TEMPORARY CONSTRUCTION ENTRANCE.
4. INSTALL SILT FENCING IN AREAS AS SHOWN ON PLAN, AND OTHER AREAS AS REQUIRED TO PREVENT
SEDIMENTATION IN WETLAND AREAS.
5. CLEAR AND GRUB ROADWAY AREAS, REMOVING TREES, VEGETATION, ROOT AND OTHER MATERIAL
THAT MAY AFFECT ROADWAY STABILITY.
6. INSTALL CULVERTS, DROP INLETS (AS REQUIRED),AND CONSTRUCT SWALES & DITCHES. MAINTAIN
MINIMUM SIDE SLOPES AS SHOWN IN DETAILS.
7. CONSTRUCT STONE SILT (CHECK) DAM AS REQUIRED TO BREAK HIGH VELOCITY FLOWS, PLACE CLASS
A STONE RIP -RAP AT ALL CULVERT OUTLETS. PROTECT CULVERT ENDS WITH FILTER CLOTH AS REQUIRED.
8. ALL DISTURBED AREAS MUST HAVE TEMPORARY VEGETATION IN PLACE WITHIN 30 DAYS OF LAND DISTURBANCE.
9. CONSTRUCT GRAVEL ROADWAY, UNDERCUTTING AND REPLACING UNSUITABLE SOILS WITH SELECT FILL.
10. COMPLETE FINAL GRADING, TOPSOIL CRITICAL AREAS, PERMANENTLY VEGETATE, LANDSCAPE, AND MULCH.
11. AFTER SOIL IS STABILIZED, REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
Roadway Construction Notes
All work under this section shall be performed under the guidelines of the NC DOT Minimum Construction Standards for Subdh
Roads, and all other appropriate NCDOT Standards.
Materials:
A. Any reference to base aggregate or stone shall mean ABC stone, meeting the NCDOT gradation standards compacted to 9€
the standard proctor ASTM D698. Asphalt shall be SP-9.5. Minimum thicknesses shall be 8" of ABC stone as base course and
SP-9.5 Asphalt.
B. On -site determination of the additional materials necessary to stabilize the roadway will be made by the engineer,
C. All materials shall meet the standards set forth in the latest edition of the North Carolina Standard Specifications for Roads a
Structures.
D. Reinforced Concrete Pipe (RCP) shall be Class Ill.
Preparation of the road bed:
A. A 1' Minimum of top soil is to be excavated and removed.
A. The subgrade shall be grubbed and cleared of all trees, brush and root and other organic matter.
B. Proof-roli au subbase material. Excavate and remove ail base material that is not suitable for road construction. Fill with seitn;r
sand that has less than 10 % fines passing the #200 sieve. The upper two feet of all pavement subgrade shall be select sand
compacted to a minimum of 98 % of standard proctor dry density or as specified by the engineer.
C. No base course shall be placed on muck, organic matter or other unsuitable material.
Guarantee:
The contractor shall guarantee all materials furnished and work performed for a period of (2) two years from the date of acceptance.
FOR TANGLEWOOD DEVELOPMENT, LLC
PASQUOTANK COUNTY, NORTH CAROLINA
t' 1 =
14tD4.U/
NDJ 14 4Z W l:JC. 3V
PC
= 16+59.37
R= 475.00' L=
242.53'
POC
= 19+01.90
CL INTERSECTION
W/ LAKESIDE RD.
POC =
19+18.44
R= 475.00' L=
16.54' PAVEMENT ENDS
POC =
19+32
R= 475.00' L=
13.56'
GENERAL NOTES:
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS
WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIE
BY DIGGING TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF DIGGING. IF THE CLEARANCES ARE LESS
THAN SPECIFIED ON THE PLANS OR 12", WHICHEVER IS LESS, CONTACT CE SOLUTIONS (252-264-3222) AND OWNER PRIOR
TO PROCEEDING WITH CONSTRUCTION.
2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOP SOIL.
3, CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/ NECESSARY SHEETING,
SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL
REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND CE SOLUTIONS
ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
4. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 1-800-632-4949,
5, ALL WORK SHALL CONFORM TO N.C.D.O.T. AND NCDENR STANDARDS AND SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING TO CE SOLUTIONS A COMPLETE SET OF AS -BUILT DRAWINGS.
7. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT
AS SHOWN ON THE PLANS.
9. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO INSURE THAT THE INTENDED PURPOSES
ARE ACCOMPLISHED.
10. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A NORTH CAROLINA REGISTERED LAND SURVEYOR
ON -SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR INSURING THE
SURVEYOR IS IN POSSESSION OF THE LASTED REVISIONS OF ALL PLANS.
NOTE:
OTHER PROJECTS SHALL BE UNDER
CONSTRUCTION IN THE IMMEDIATE VACINITY
OF THE PROJECT, SUBSTANTIALLY AT THE
SAME TIME. CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING HIS
CONSTRUCTION ACTIVITY WITH THOSE
PROJECTS. OF PARTICULAR CONCERN, IS
THE INSTALLATION OF INFASTRUCTURE TO
SUPPORT A SINGLE FAMILY SUBDIVISION,
VARIOUS MULTI FAMILY DEVELOPMENTS.
THESE IMPROVEMENTS INCLUDE WATER,
SEWER, PUMP STATION, STORMWATER
MANAGEMENT FACILITIES, ROADWAY AND
OTHER FACILITIES. ALL OR PART OF THAT
ACTIVITY WILL NEED TO BE COMPLETED
SIMULTAINOUSLY.
DRAWING INDEX
SHEET NUMBER DESCRIPTION
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5 & 6
NOTE:
TEMPORARY GROUND COVER MUST BE
ESTABLISHED ON ALL EXPOSED SLOPES
WITHIN 15 WORKING DAYS OR 30 CALENDER
DAYS WHICHEVER IS SHORTER FOLLOWING
COMPLETION OF ANY PHASE OF GRADING.
PERMANENT GROUND COVER IS REQUIRED
WITHIN 15 WORKING DAYS OR 90 CALENDER
DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION.
NOTE:
OVER TIME, THE DEVELOPER PLANS TO FILL
THE ENTIRE PROJECT AREA TO AN ACERAGE
ELEVATION OF 14' OR MORE.
MINIMUM SEWER DEPTH OF COVER AT TIME
OF INSTALLATION SHALL BE 30".
STORMWATER
AIPPROVEI Q
2TH CAROLINA. ENV . N%a r1_ T AL
MANAGEMENT COMMSSI f
DIVISIONOf Wr.TEP C]`:.JA,� ; y v
f11; 06
s"r WA— ire nl ` c _50Q4809
COVER SHEET WITH SHEET LAYOUT
PLAN & PROFILE CENTRE GREEN PARKWAY STATION 0+00 TO 16+50
PLAN & PROFILE CENTRE GREEN PARKWAY STATION 16+50 TO 19+32
PLAN & PROFILE LAKESIDE ROAD STATION 0+00 TO 6+00
NOTES & DETAILS
CENTRE GREEN PARKWAY
:
94EET1
6
& LAKESIDE ROAD
of
ROADWAY &
196 top"•R,,
STORMWATER MANAGEMENT PLAN
COVER SHEET°
,.®°'g't%*96
TANGLEWOOD
r
_
ELIZABETH CITY, NORTH CAROLINA
= 02s d
PKWY •...�...+'
CARD FILE: TWOODCENTRE GREEN
SCALE:
1'= 200'
DRAWN:
KPO
APPROVED:
CURRENT REVISM
+Rj `mot
'•.ION
RF
T.%%
PROJECT NO:
TWOOD
DATE:
3/30/06
RE SIGN
DATES
a .
201 Lane Drive
E SOLUTIOn
Ems. 5 -2U N.C.
Ci ett Aee.J W /p4axxeos
Fax; 252 ,W4-X22
'rf
Rf
. � 'i; i f i .i ,,.! .r:•I' . ., ... �. .�.7. ,a.. t.. ... :r h .�'. �. ..r f•,ti 1 j I �' :�.. f. ti` ... ._, d. !.r !� 'i�J r�l.`1:�:�,1.x':Pti tt}ro .i

Y1�n 2 �o;� �Ad Sv�J i0(� 6�10 �i'
I
1
1
V)
!
0
C
CJ
rrl
X
rrl
X
M
Ls.1
Q-
LI7
CD
0
0i
N�l 20.0'
Ln
N /
'D
Z 10.0'
W
L7
W
O
F-
Z 5.0'
Ld
U
A
❑
3
i 0.0'
of
3 Q
�S 00
' r
A
❑ 0+00
3
W
J
Lo
tA
0
4'
_3
0
w
i
cu
-N
dl
i
LL
U
3
w
F- n
L iN
E it
�z
�
z� —
<
aQ
�
z
�a
C 3a
�a
it)
o
(p�
8-c
y
qs gg I-
8
p
d•
G71
A
2�
CD
ON0p,
� �
�
Q'
+
+
2 r
1
W H +
9 ro
to
w
+ +
r
a
U Ir
68'-'- 15" RCP 0 0.1
O
r
C40
Go D Z Z
CID
co ci d
C
u
cd
toVMM
�a ...
a
+�
In
W
w
�
SLOP E0.8R
If
.
.............
1550
0.1 %
276'-
18" 0
231'
.1 %
.
I..
r Q1
n G7 O 0 N N O 0!M ap cv
!V N N co N Ifl 0; Oi M CC
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
LEGIQ
- PROPOSED FINISH GRADE • CENTERLINE
--- - APPROXIMATE EXISTING GRADE
- PROPOSED FLOW LINE
------------- - PROPOSED TOP OF CURB
.. k
d n � W •" r7
0d "i T n rrj
i
4+50 5+00 5+50
CENTRE GREEN PARKWAY
SCALE: HORIZONTAL - 1'- 50'
VERTICAL - 1"= 5'
IIIItrlVlwl -11111�i�wl �1 ►1 IMS �Ilr■
r
n N a, a0 �• •a• �►
r <C CV 1f1 r7 LL7 Ih
6+00 6+50 7+00 7+50
LEGEND
PROPOSED FINISH EXISTING GRADE
GRADE
q
-12.3' zw
TOP OF C320-1
IV MOM CURB & "Una
U30'
12.0' 1
9.
INV.= "'''y / CENTRE GREEN PARKWAY
FUTURE S.S. FORCEMAIN
12.$' 2.5'12..
• Tw OF
�-. 144
SDEWALK
ca
o(D .�.....
QD .L_ I
� � r
e>cKZ -
m a
�VO� T
C4
to
+ ~� +
00 r
SLOPE R 0.2% SLOPE = 0.2X SLOPE = 0.2%
I I 471' 24" 0 OA x -
INV.� $,0' TF ]DITCH
_
Cos r ci o
ui Mj r7 Mi w 1'f to
r r r ''• r r r r•' r r r
8+00 8+50 9+00 9+50 10+00 10+50
EXISTING GROUND
FILTER CLOTH r.! ` 5" MIN.
Co RSE AGGREGGATETONEJ PLAN V1 E W
CONSTRUCTION ENTRANCE
NOT TO SCALE
-� y-•c .;�--w *YT:i ram• - '--r r x i--.--�'. r - _-- - --. �---T � � ,. ^7 --
r 3 � t t 'i ,e � � : rr�' � r, 1 ,, k, t •,;-' _ r 1i (111
�r � 1 .(s' d, �1 ��,., rr r!. ( 4 •1 T: 'k tlT •' a-1 !�T' .d'1 M-.
0) m
11+00
MOUNTABLE
BERM
(OPTIONAL)
EXIST.
/ PAVEMENT
AS NECESSARY
Am&-
EXIST.
PAVEMENT
..FM
I N.
8-8
NV.= 10.11'
15+87,61 {R) 46.21-
MH- A
INV.= 9.83'
FARM DITCH THIS AREA
(TYPICAL)
LEGEND
x x
_ SILT FENCE
CD
- CHECK DAM
CONSTRUCTION ENTRANCE
- DISTING FARM MTCHES
14.
- PROPOSED GRADE
CB-�€
-- CATpi BASIN NUMBER
- PROPOSED 1Y FORCEMAIN
- PROPOSED r WATERMAIN
PROPOSED V SIDEWALK
30' CURB do CUTTER
(TYPICAL)
SEC11ON "B--B"
DEICAL_4_,LANE _ROADWAY
W f MEDIAL & LEFT IURN LANE
W-101
Q
r r r
QO E tl II
dw- -
-j o o 0
J Of
r
SLOPE = 0.2%
276' 30" 0 0.1 %
G:e�3i
&01
N in r 00 1'*
W 1'�:
O tp r N] M] lo
N lo
r
1f7 M! � M �' My •t !rJ d' Mj Ili N! � M1 � M� M iC� � tfj �
r ' r r vr r w'• w r r r '• r r r s•• +'•" r-'• �,
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
CENTRE GREEN PARKWAY SHEET;
STATION 0+00 TO 16+50 2 OF 6
ROADWAY & STORMWATER PLAN
'`°�;0es>'et PLAN & PROFILE �e40.6
��o''�.,
TANGLEWOOD •,.•�•(.+•�
a
ELIZABETH CITY, NORTH CAROLINA
ty .�
SCALE: DfUYYN: APPROVED: CADD FILE: TIMOODCEI+IT'FiE GREI;7') PKWY "�• �,�.•
1"= 50' KPO RF CURRENT REVISION: ';�'' •..T;.d•'A�j'
PROJECT NO: DATE: REVISION �loop,sisalti�r``
TWOOD 3/30/06 DATES
201 Lane Drive
r= SOLUTIOng Ems,• 52`-22&- 222
Fax; 252 2f- 0022

mars 3
1,9a SW 76(--,wVo
Q
LJ
�I
m
m
d-
0
0
0
CU
C'O
CID
3
75
Y
Z
W
W
L�
LL I
z
W
U
Q
O
F--
O)
75
Q
W
I
L3
Z
4
In
0
0
w
U
cu
L_ 1
OJ
0
0-
75
0
J
/
U
30" MOD. CURB &
-12.5' 12.0' 72.D'-
jll SIDEWALK
1/4"/ 1 - 1/4�/ 11
TYPICAL 4 LANE ROADWAY
W/ MEDIAN
(1'=10')
FF��
& GUTTER
2.5' 12.0' 12-0C 2.5'AL)
� � 1/4'/ 1'
LEGEND
SILT FENCE
CD - CHECK DAM
GE - CONSTRUCTION ENTRANCE
- -- - EXISTING FARM DITCHES
14.8 - PROPOSED GRADE LINE SPILLWAY WITH RIP RAP
CB-# I - CATCH BASIN NUMBER ELEVATIONS SHOWN REPRESENT
TOP OF SPILLWAY AT OVERFLOW
- PROPOSED 12" FORCEMAIN ® 1' 4' 1' -
- PROPOSED 8" WATERMAIN
_ _ _ _ _ _ - PROPOSED 5' SIDEWALK IZe-
1 � �1
INV•= 9.55' 3 3 15'4 CMP OUTLET CULVERT SPOILS AREA C. FROM RISER, BEGINNING INVERT
PROVIDE RIP RAP APRON AT TOE OF SPILLWAY a ELEV.= 9.0'
13.9 DISCHARGE ELEV.= 9.0'
SECTION D-D OVERFLOW SPILLWAY DETAIL
PROPOSED OUTFALL DITCH
ROPOSED 8" WATERLINE /
FUTURE FORCEMAIN- =a'-,
?G °\G� RCP @ 0.19'
4 C.
J /4-
CENTRE GREEN PARKWAY c13.9 INV.= 9.62'
FUTURE PUMP STATION
n.
INV. OUT = 9-40'
d +
+
+
6
1f
(n
oo
r"W
0
QY
<
0
Z
n II II >
cn�
w II Il
0
- zc7o
z
z
Z Y
li d
� 0 0 7�
U a-
J F-LLJ
0
m
w
� Ld
0 co :z
a�
< ��
w>
LLJ
r�
�
�i
-�}�
+z
00
+ +`;�
+
�Ir
�LL
L
C
z
w
�
w
SLOPE = 0.2%
15.0'
_ - �- -- ---- -_-
15.0
_=--_
--- __
...
'
_...
7
71
276 30" 0.1%
TO WATER QUALITY
10.0'
_-m. _ _ --.- ._� ___ _.- _ . • _ __._ _,
. -.-_ . —
_
�-
POND
_ 10 OAP... #C.— ... _...
_
INV.
OUT = 9.40
710
FUTURE' WATERLINE
5-0'
_ '__ _.. �.__...._ _.__... �- _. -_ _._._ .._.._
_.._..... - __
_
5.0'
0.0'
---------- ..._._-_ -_ _.
_ __.-._. -_.___ __ _.. _
_ -- ----------
0 ' CO 0) co
00 PO Ilcn c0
' no
v ' 0
a
rn
16+50 17+00 17+50
18+00 18+50 19+00
19+50
20+00
CENTRE
GREEN PARKWAY
LEGEND SCALE:
HORIZONTAL - 1"= 50'
VERTICAL - 1 "= 5'
LEGEND
- PROPOSED FINISH GRADE
PROPOSED FINISH
EXISTING GRADE
APPROXIMATE EXISTING GRADE
GRADE
_...--...- ._. .......... - PROPOSED FLOW LINE
r c'
------ - PROPOSED TOP OF CURB
T _
. 1\
WEST END
OVERFLOW SPILLWAY 4'5 18.0,
INV. =12.8'
8' OVERFLOW SPILLWAY 0 0.1%
1
PROVIDE 3/4 #9S EXPANDED METAL GRATING, HOT DIPPED
GALVANIZED OR STAINLESS STEEL ON TOP AND BOTTOM
OF GUARD SECTION FOR TRASH EXCLUSION. TACK WELD OR
MECHANICALLY FASTEN TO PIPE.
18" GALV. CMP PIPE
GUARD SECTION
AQUATIC BENCH'
PLANTED W/ FRESH MARSH SPECES
(2) 1/4"x 2" FLAT
BARS WELDED TO
GUARD SECTION AT
TOP OF TEE
NOTCH 18" GALV. CMP GUARD
INTO 12" GALV. CMP TEE SECTION
3" OIA. ORIFICE FOR DRAWDOWN
\ INVERT ELEV.= 9.0'
PLAN VIEW
FRONT 1/IFW
Q SECTION LINE
RIPRAP W/ FILTER FABRIC
SECTION "C-C", WET DETENTION BASIN AND FOREBAY "C"
(1"=10') -
INV. 0
�x
_ x
C
+ � SEE DETAIL THIS SHEET
LINE OUTLET WITH 6
TONS CLASS 2 RIP RAP
D
_ \ � W/ FILTER FABRIC
\ + /9- \
r X
i
0+ r w
\+
+ \ WQP #H /
-
LINE SWALE END WITH 6
TONS CLASS 2 RIP RAP / }
W/ FILTER FABRIC /
INV. OUT = 8.90'
}
}
C
FAA
E �.
34.43' —
® SECTION LINE
FOREBAY
5' BOTTOM ELEV.
EXISTING GRADE VARIES
12.5'- 13.5'
3 3
20
SECTION E-'E OUTFALL DITCH
(1 "=57
EAST END
24.0'
BURROW PIT
INV. OUT = 9.0'
LINE SWALE OUTLET WITH 6
TONS CLASS 2 RIP RAP
RECEIVED
PROD #
AUG 0 7 20M
DWQ
REV. 1- 8/2/06: CHANGED OUTLET STUCTURE RISER ORIFICE FROM 2" TO 3", EXTENDED RISER TEE TO 12.0' OVERFLOW ELEVATION, NOTED REVISIONS.
ko
SHEET-
CENTRE GREEN PARKWAY 3 of
STATION 1 6+50 TO 1 9+32
ROADWAY & STORMWATER PLAN 9���ye��u�39aa�a
� PLAN & PROFILE '
,,��$
s
TANGLEWOOD
ELIZABETH CITY, NORTH CAROLINA
CADD FILE: TWOODCENTRE GREEN PKWY y�j�.� �r \
SCALE: DRAWN: APPROVED: qq
s •:'C1-t .• � v
1"= 50' I«O RF CURRENT REVISION. 1 '•*•a.•'� ;,q4
•
PROJECT NO: DATE: REVISION 1 •�008#81lti0r
TWOOD 3/30/06 DATES 8/2/06
C__-- : _. 201 Lane Drive
Elizabeth City, N.C. 27909
SOLUm"llons Phone; 252-264-3222
Fax, 252 264-3022
�ff—llftcgll-f Of
It
,.! itT 7.

mqv
-7ol/)DVO
F-
LJ
Q,.
L0
0�
O
O
(U
N
t0
3
'Z5
3
Y
0..
Z
W
W
x
L7
W
CY
Z
W
U
A
a
3
I-
/
a
A
0
3
J
Lo
Q
tA
0
0
U
(1.1
LA
U
0
11
CS
J
fs A�oc
\ �O
9
\ \
r l33 �-X"
F
FARM DITCH (TYPICALl
o.OP�
mod`. "I
*P%
�i Q
0
a
W 3
Z Y
:3!�
Z Z
it�ifi
N
— tp
�
U �
� 0;
Y
io R
KCqt
I�{
{�rf
T
w �
N 1 Ik
a:U1Mv
�(j
r
M
n
+
co
C
0+00 0+50 1+00 1+50
LEGEND
— PROPOSED FINISH GRADE
-� — APPROXIMATE EXISTING GRADE
— PROPOSED FLOW LINE
------------------ — PROPOSED TOP OF CURB
x x x x x� it
fr ALl DITCH
PROPOSED oU .Tx INV.— 9.$1
' " RCP Q 0.1'roWA
CAB 1 ! x t•
2+00 2+50 3+00 3+50
C� II. CO
t W Gi
�gzz
ida--
amThr1k
V O Q
CV CV
M v v
+
gm
4+00
4+50
LAKESIDE DRIVE
SCALE: HORIZONTAL — 1"— 50'
VER71CAL — 1"= 5'
FILL FARM DITCH THIS AREA
(TYPICAL)
LEGEND
£! x
x x
- S&T F04M
- CHECK DAM
- CONSiRl7CIM ENTRANCE
- DQS11NG FARM DITCHES
14.
PROPOSED GRADE
(,'Ba
- CATCH BASIN WJWSER
- PROPOSED 12" FORC MAIN
- PROPOSED 8" WATIONAgW
....... _ _
_. PROPOSED W SIDEWALK
F-
W
0
Q
IL
I
A
W
O
o
W
V
04
r
V
Q
(+
t
5+00 5+50
LEGEND
PROPOSED FINISH \
GRADE
QD
4
6+00
% EXISTING GRADE
0
. \ \ CC
STRUCTURAL DESIGN OF OUTFALL
STRUCTURE BY OTHERS
t
FRONT
(WATER SIDE)
HYDRAULIC DESIGN
OF OUTLET CONTROL
HQTION D—D. OUTFALL STRUCTURE
`x
X
IOo�
�O
*
*106
J1
3
5EQMR OUTEALL SWALEA
(1'-10
STI x
R1P 1
rVI
If
CENTRE GREEN PARKWAY & SHEET-
4
LAKESIDE ROAD
STATION 0+00 TO 6+00
ROADWAY & STORMWATER PLAN
PLAN & PROFILE �'''•
TANGLEW00D '
ELIZABETH CITY, NORTH CAROLINA Z>
SCALE; DRAWN: APPROVE]]: CAM FILE: TYMDDDCENTRE OREEN PKWY ; z ' s �"` , ��j►� t ��
KPO �I
RF KXT REMSM. R'' • r fa..v`� rt
� G V
T.
PRMCT NO: DATE' REEM
TWOOD 3/30/06 DAB
16WA16., 1201 Lane Drive
E SOLUTIOno Ekabeffi GYtj; lILC. 27"
Phom-
&Q p4awme-ow I F9X: 252-264-3022
i

Gp7actog6q
A
W
aa..
ON
Lr)
cu
,--r
ON
410
C)
C7
Cif
0i
Cal
3.
W
LLI
W
W
A
H
OD
3
a
3
Ld
Z
F_
loe
Ul
0
0
U
W
tA
u
a)
0
IL
J
O
E
a a
tC•r 43" NOTE: USE TYPE "E", "F" AND "Q" GRATE e ■ n c. N n r n %it RAD. " r► " RAD. " PAVEME PAVEMENT r
�� UNLESS OTHERWISE NOTED. r � h D GO " RAU. -Q ar " ww. " RAO. RF "ROD. " �� v
p2-4 • j� = o0com j.:ja��� 11 Sn �n RAD• N ° o©�Z'�
�• : c l�71 n I- D� o rrir: o' n p I .. I u 0
14
Z� �1 �� ��j1,,��,It
I� � N•�==-� N }�,,, F-�I�IJ =�0C,.� r� i0 :n-' ° •o••a-'•° �o� •v• I� " ..�. :v,. a � = W p.• ; Sd 6' a �
''' � w - - in r� D ? � p T- : o. ;. c a :v: a 144" RAI)Lu
C? D ■ SECTION - LL SECTION - MR Ir p p ►y - n r w � W
• © Lag 2r-6rr 1 ROD. r- n :4' O�
A ALIEN FiUWE WITH INSIDE " -a
A EDGE OF WALL TO ALLOW a o~. go
, 2' -S" C#!-� i1 @137TEI;t ►-8" CURB AND {_iU'iT R
© FOR VERTICAL ADJUSTMENT :� a R" X 12" OR 1$+' 9" X 12" OR 1S" ' o
WALL SECTIONS
T 4'-0" P
CONCRETE Gov CURB COHCRIETE CURB
ROPOIC
SECTION - BB Tr_ , -n , n EDGE OF
w SECTION - PP SECTION - NN PAVEMENT " 2►-On
v 4:1 rr r n " RADIUS 1'
In PLAN 4"� u' "
c�o� ,'7
rn FRAME, N1l HOOD A$S'Y a t " D` �" I:I 42rr ,v4 ° �Oi v•' ° u• ° D :o.' ° a0
N '� O v B c; v o• q ' v 4" v • ;o: ' v . ?; " B r rYy,Pi';it�;v; r� n S7
� _ 'Y::}c,. �.Y is • � li.
0 ,. x ° Z p 5 co W kXPRES811fAY 6CJTTEti SHOULDER BERM GUTTERILrr�� rr.Il z W
z y ► " . = e 1 GoS" X B" MEDIAN CURB VALLEY MUTTER y
-I l C -•I �:''a
R L a a a 1 y o W n SECTION VIEW OF CURBS QR CURBS AND UTTERS 0 Im
CIO SECTION - AALjF GENERAL NOTES
FILL " x 1" DEEP v -
v N7 -PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT IL CiROOYEO SAWN C
CI L M n N y ND C A 15' SPACING MAY BE U ED WHEN A MACHINE IS USED OR WHEN JOINTSEALER
WITH JOINT� F W
»bi d O SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER " y
N7 0 FRAME PLAN SECTION - JJ N '" C z WITHOUT THE USE OF TEMPLATES AT 1Q' INTERVALS. u HAD R
3'•O " " LM "'dim -JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. .�., RAD PAVEMENT SURFACE Q 0
O C . -• - RIr-
. " z .N CONTRACTION JOINT$ MAY BE INSTALLED WITH THE USE OF SURFACE _
3 7 rW z W Q TEMPLATES OR FORMED BY OTHER APPROVED METHODS. v•' • '-- • :v, ._ •
z
_
n "
wT
y
I 1 "
C�
" -0"
"
"
It=
:
n w
"
�
�"_ •••
"
LL O
NON -TEMPLATE FORMED JOINT$ A MIN. OF 1L¢ DEEP. ;Q: •' :o . :o a •' '° p` . b' ` ''' 'o`; o ;° w
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN S"x6" MEDIAN CURB,
WITH JOINT FILLER AND SEALER. .P 8 O . • • •
PAVEMENT ',o p •
-SPACE EXPANSION JOINT$ AT 90' INTERVALS AND ADJACENT TO PROP. �� JOINT FILLER
ALL RIGID OLIECTS- �nTrrr
SECTION - KK ` " --- --- - VERSE
1601017 1QINAL JOINT
IN CURB AND 69TTER
ONEET 1 OF 2 E SECTION- _RR - SHEET 1 OF 2 1 OF S SECTION VIEW OF JOiNTB SHEET 1 OF a
840.03 H0°D '-�"TI°N' 840.03 046.01
846.01
M
m
DETAIL SHOWING TYPES OF GRATES r " 2% �-"01
t'♦n p USE ACCORDING TO WATER FLOW.co
tayp _
m�� B -�- ILA r•�z m$� .O2 0.G$ .02 0.2 = .v. '0.9� _ $ u..`'`�ir-r
hisr.e a oo ,•E --I a .06 ,� 8 p�d ; " o ° :. a, o; ' z
p -.r n u n n tr n m p. �, o -. .v v. DO
TYPE G TYPE E TYPE F = 1+'� a -� ��j�
�0p I 9 xo� D 12" 10 i+ 12" •� in 0�
Z�-p�-11 Vi�oQDJ ��Qwo W
yOy WATER FLOW -�- SAG -- ]HATER FLOW --- T I 0�$" x �••� kyle ca
0 Q2 O» 27
(/:~....._.._--^-_......_.._...._..-----.._.._,.._.._-__- �� W~ , • .. -2741
'QIS .Q$ , 4 •9- i.•/f,_ .02_, �D. .�-X7 �M
B 1A� n 7n 12" 02 7"
���4
------------------------.--_ rr n .02
SECTION B-S 0.88 »04 .04 '02 fl 25 n -.02 CORM
o-------------- - ___------___ .___---- 1 n 2 u 12" .06 711 12" •� 7n ° ;v /•03 ._01- �.OS �04
a7
--- WATER FLOW - SM WATER FLOW 0 Mzs
IL
0 w SECTION A -A W = /_� r, • 02 Q. BZ • .02 Q, .03 25 04 .0S 01� .G, 04 F
" n n rr n ,r 0 ©.M i1-4 fs
TYPE F TYPE E TYPE fl = TYPE - E aFa " " I4 r7
zoo � i� (47 � � 12 •07 7rr 1,z,r • 00 7 y
y ri
y RAISED FLOW ARROW rrCMr _r 3fe 0 :. 0 Ic atl
RAISED FLOW ARROW 244 ,r -1 I� .O2 O. SY .02 • Q2 0.26 4 ` o' q ' ; n q ' j. ` ;v. ° n . _ 9
g v 3*" HIGH D e = IH >Ia W D o p gum
.08 7" 12n .00 7rr" Gt� -� C
1ra
v
n p ►� i �n '" = T .► 0 C BERM VARIES 2'-01, 2'-00' Q 0
0 _ a �r, 3O4 W ttr 9 T$ .02 S'-0" NORMAL = /.05 1.01 'Iva
0" `51p .01 .01 .02 0.pg .04 .05
1 n �$ -i I \ r 1"R 1 rr tIl W 07 " ; n . :�0i . ,o : p. r9• v h uO!
V-11 " 1 I•+ - P'-11W / i� 1 .0$ 7rr 11" `00 7u /LOB
u
- 1111im.I I _hft 11I" $MIRA V104 OF SECTION VIEWS OF
i3�" EXP Y IN PER E VATI 2'-e" CURB AND BUTTER ilIPEREWMTIQ,N_
144" SECTION A-AE-
SHEET "
:! OF 2 TYPE - F TYPE ( SECTION A -A SHEET a OF 2 2 OF 8 1 a of s
840.03 '' 840.03 84g.01 846.01
C:3 S" A E S" OPTIONAL MANiIOLE C M
v, E GENERAL NOTES; �; w Q�
R'1'1 Y S- C CHAMFER ALL EXPOSED CORNERS 1". J �, y _ "71'�.I �.
I••r ME CLASS B OONCRE71= TIN10UG4IOUT. - a •T• M •� > A q C C - 0
-n X `` X D" I.' -� I D OPT!AR°N�DaNE ��" Ae ciR c Ea pav T I I°RNEEn. a �o g'n o _j L _J r ��3
2 ,�., r -R - - +- �', - i m a +, , USE FORMS TO ODNBIYWICT THE BOTTOM BLAB- W ar r LLI
I--
• IF REINFORCED CONCRETE PIPE I8 SET IN BASE SEAS OF SOX. ', ct•� x� OURS AND GUTTER OR AS � o�
ADD TD BASE AS SHOWN ON STANDARD AID. 840.00. 0 N D p pPAMI711 DIRECTED BY ENGINEER W
ICE ALL JUNCTION BDXEB OVER W-B- IN DEPTH WITH STUS 7' •+I APRON $COFFS "'
►ter , - - - 1 ON CEIITEWB YN ACOppDiWGE WITH STL. N0. 640.00. n p E �~ `',� f''+ ' j• PAY p (AS F1
�. •�- " I. ,.� /� '�`;° Y� ,^t i' ° � IN MUII /1 it10
(� F-A j�.� �tLf �j�-Dw Nt y�. A,; \j i ON
ftANS)
ADJUST THE $TEFL CONCRETE AID BRICK HASM&Y allANTITZES I
Y C TD INCLUDE TID AbDITI0II of THE MANHOLE [I.E. DIAGONAL SAW .�5' • �X;�•5 . - - - . - - - - - - - 4 ��� �v - - - . ---------
FOR � -
SEE sTAIIDwD SA0.84 " - SHORTEINiD AR0L41II OPENINW IN TOP SLAG. ADDITIONAL VARIABLE iY+Y•iY+n t/Yid / `' +s tY•til;f ' 7 - - _
WWHOLE COVER Nt FRAME MEI9HT BRICK MASONRY, OPENING IN TOP BLAB.) •� Y . cl`.1 \` ' "` ti v'� _.! , "
PLAN OPTIONAL BPAfXW 6 DEPTH of THIS BTRUr,TLIIM: FROM TOP OF Ba1TaM SEAS TO TOP <•'s: X ,r a' ' , ;Y!' �%; ' r BIrrTER / 2 -D \ FACE OF CURB
0. TD C. YA,�"t y 4 -D .4r fr�Yt rti�i"f
SAM MAY a USED ELEVATION 18 12 FIAT.
" TO ADJUST FRAME NL C
COVER TO SURFACE
ELEVATION IIAX. V A DAIV!lIIAY MTN EVABBWY AUiYER
TRANSITION DAiYEWAY IrITM 3!'-6" CC1RD AND A13iTER a g " p a U. p ... 4 PLAN V D TTER OCC REN U.
W
OUTLET PIPE 0 m J c'i
=W = I a � =ELF 1�" �- 1. Z � L �
MI a
m 6- SECTION M IL y y
GDOWEL C OR D-D v m " " Ifix. l " " 2-0
l " -►s�
c cNo
SECTION X-X 9 m W o.ae 1g atl
Z v
0 v
N "
- R
$ TA Z . JOINT
M r- m o " B-
M '� -1T °
SECTION Y-Y
OF 1
DWINSIONS AND QUANY;TIEB FOR ONNITE JUNCTION BOXER
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARB -A"
TOP BLAB
DIMENSIONS
I0810 YARDS
IN am
TOTAL QLVX nm
UK AND $LABS
DOX&TIM RR ONE
PIPE W.YDB.
PIPE
SPAN
WIMM
NEIOIT
D
A
8
H
ND.
LENBTII
E
F
TOP
SLAB
BOTTOM
BLAB
aw
R. OF Nr.
IN.
NEW
cu. :
MIN. N
C.B.
N.C.
12'
Ir-0"
2'-6"
4'-a'
1s
2'-9-
3'-0-
V-0"
0.1or
0.187
0.185
22
D.750
0.015
0.024
18•
2'-9-
I✓-3-
2'-6-
12
8'-O"
W-80
3'-3"
0.190
0.196
0.204
24
O.IO2
0.028
0.088
1B"
2'-S-
2'-S•
2'-B-
14
B'•3-
W-61
V-So
0.227
0.227,
0.922
80
1.005
0.083
0.048
94-
S'-0-
S'-0"
3'-3"
to
W-9-
W-O'
4'-0"
0.200
0.204
0.289
40
1.494
*.ON
0.086
80"
S'•0"
W-61
V-911
18
4'•S"
4'-S"
V-6"
0.375
0.876
0.900
51
1.880
0.002
0.127
SB-
4'-0'
W-0"
4'-3-
20
W-9-
I'-0-
W-Off
0.448
0.483
0.888
64
2.841
0.138
0.178
42-
W-Off
W-4"
4'-B"
22
S'•31
I'-f-
6`•80
0.500
0.50
0.870
77
2.=
0.180
0.248
4e-
W-4"
W-4"
a'-$,
20
a-8"
6'-4-
W-4"
0.743
0.748
0.407
111
S.M
0.980
0.817
640
5'-10"
W-10"
W-B"
2B
W-7-
V-10"
W-10-
O.M
0.888
0.444
12S
4.288
0.2Bf
0.4D7
SON
W-S-
W-Off
91-V
Bd
7'-8"
i-B-
7'-6"
1.042
1.042
0.481
145
S.09O
0.867
O.49S
BS-
7141
7rf-1-
S'-B-
82
T-10"
d<-1-
8'•1"
1.210
1.210
O.S1S
iS9
6.817
0.444
0-B6/
7 0 o
01
y
VARIABLE - 10' SU9OErm VARIABLE - 10' SUGGESTED Z"! tax 7 7
v m
W
yr G
A B C SECTION A -A i1GBitOli 9.5 0-C
21-6 AIMS t NMm=
m
w
NF
_j Z
=i
Smug�Iv
. F
_o
oo9
No
EDGE OF PAVQIEKt C 10 TO 1$
B
A EXPANSION JosNr
PLAN VIEW SI „OF TRANTION
mawmmy Alims To 21-6" a OuRB Am nru -- TRANSITION FROM gg' 0" COMM EXPRES8MIAY N# ffm To r-e" CONCRETE
OURS AND wr ER PLAID iv EXPANSION JOINTS AT 2II' WFERVALB.
-FILL AND SM THE TOP "$* OF TTHE �ANSIION JOINTS AND In OF'INTERVALS BETWEN �IODN NMACTIOONN
JOINTS WITH APPROVEDU JOINT SEALV4 COW M,
SHEET 1 OF 1
S OF 8
SHEET S OF S
840 31
846
840.31 846.01
RIM
ELEVATION
.•A
r--Orr DIA
• 4'-O" DIA
T
' ''
�• • ~
'
�'•`
` INVERT
'"'
STANDARD MAINHOIE RING Nk COVER
2X4XS CONCRETE BRICK$
AND GROUT IF NEEDED
(18- MANNA)
PRECAST RISERS
. PREFERRED
N4AND HOED
SIMILAR 70 MANHOLE STEP
DROP RUNG MANHOLE STEP
#8 DEFORMED GALVANIZED REBAR
Tr C-C WOE RUNG
3 1/2" EMBEDMENT IN WALL
PIPE SIZE
MH DIAMETER
12--24"
4'-0"
30-420
4800
54"
W-0"
TYPICAL MH FOR STORM SEWER
1/4
1
PRECAST ECCENTRIC CONE
RUBBER GASKET AT ALL JOINTS 23 1 /
PRECAST RISERS
AS REQUIRED
COMPACTED BACKFIL
S" MAIDNUM LOOSE LIFT THICIWESS
AT LEAST 959 MAMMUM DENSITY
PRECAST BASE
CONCRETE CHANNEL
FLAT TOP MANHOLES ARE ACCEPTABLE
7/8"
4"
-' 2 7/8"
COVER 120 The MINIMUM
WHEN NEEDED. 25 1/4"
x I!IAXHyPIMM 13EMS11'1' '-COMPACTED SUBGRADE
5" COMPACTED DEPTH MINIMUM BELOW SEDDNNG
AT LEAST 9M MAXIMUM DENSITY
TYPICAL STORM MANHOLE DETAIL
NOT TO SCALE
STATION 0+00 TO 16+aO
I#- 23 3,1
1 - 22 1 /4"-Tj -I
---•-----24
FRAME 182 Ibs. 33"
GRADE MATH GROUT „
TO DRAIN -
JUNCTION BOX DETAIL
NOT TO SCALE
MANHOLE FRAMEAND COVER
NOT TO SCALE
NO PROJECTION OF PIPE ABOVE GROUND LINE
�-TW OF FILL r- H I o,-TOP OF FILL r- H
MIN. 1/10 0-J X
DNr1EN5I0N TO SB MNNiABrEO
TO THN: TOP OF PIPE
9
Mn i/10 V-j
FIRM BEAFANO 5e>NL
FOUNDATION SOFT, YIELDING OR
Q ERW15E UNSUIj� MATERIAL
PIPE PROJECTING ABOVE GROUND LINE
TOP OF FILL H TOP OF FILL H
M84. 1/10
'r mmm
MATERIAL 0
s
MIN. 1/10 D-j
_ FART
OR DEPTH SHOWN ON PLANS
FOUNDATION SOFT, YIELDING OR
MERWISE-OSUITABLE MATERIAL
INSTALLATION OF PIPE
CULVERTS AND STORM SEWERS
NOT TO SCALE
CENTRE GREEN PARKWAY SHEET.
& LAKESIDE ROAD 5 Ow 6
ROADWAY Inc
STORM WATER DETAILS'`°'�e� "''••
TANGLEWOOD ......•, •P,
n
ELIZABETH CITY, NORTH CAROLINA
SCALE DRAWN: APPROVED. CARD RILE: TWOODCENTRE GREEN PKWY � �t�',=,•� �+Q►..'I' �j+�
NTS KPO RF CURRENT REVISION; �j�,�•'.,••.�N,���SSSv"""•• �r
PROJECT ft. DATE: REVISION
SNOOD 3/30/06 oATa
201 Lane Drive
E SOLUTIOnsIN e;52 M-OW
_.L�Ltei � N¢¢s�'$ A I Fax; 252 2M--XM
- -- -- -- -- - r r
� � i l r. r f�:! N , 1 i! " 1. f ! � 1 ! •}} ! � �5 iI' ys���l °t�� � �! t �, i
• - . � a. ►.. S �, 1�...�, .i �.1,....�. � ... .. ... � .,�'�.� � . -i �.. .. . � �.,.. ., ..ld .k ra.�1., i!.(r � a�1. u: 1W! .i. .S4i >.4bw.* r.1.4.. t.l F:•; o'l
r � . . . � .�.. ,i'e .. .. .. . .'!� .r .r, �...�: r_"".,� .sn�r-e!r�.,'}+•.erg- ;•E.. :�; �rr{'mot•

S_w7o0oclaIt?
A
LL I
0-
ON
In
ftl
..i
o�
0
CO
cu
N
tD
33
0
Y
LL
LL I
Ld
Li
I-
Z
bi
A
0
3
11,
3
E3
3
LL I
U3
Q
c
0
0
u
cu
ul
-H'>
u
Os
'-s
0
CL
d
u
v m
C 1
NOTES:
p 0om
1t ca
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
M a -4
4 THICK UNLESS OTHERWISE DENOTED ON PLANS.
>
.
x uac
PLACE A GROOVE JOINT 1" DEEP WITH �" RADII
Z";3r-"o'1
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
c� Iwo
ONE �" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A It" EXPANSION JOINT WILL BE REQUIRED
AM ,
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
YH" RAD nt"
• p'.4'.. p:s'.. p'.4'.. 0•..4'•• i P�.4' P:.d',•'P �.4'• p''•.O'
JOINT WIDTH _ I� JOINT FILLER
T SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT PLAN VIEW
IN SIDEWALK
-
It" I," EXPANSION JOINT
/FILL �" WIDE x 1,r DEEP GROOVED OR
/ SAWN JOINT WITH JOINT
BUILDING, / SEALING COMPOUND
WALL, ETC. /I LS" RAD L$" RAD
s`te. s'.-a• o:.a' o:.e' n'.i' •r. s. 'e.!• 'r:.v •`,!.
/ r
PROPOSED P P .' P a• P , : • .a , : • ,p.. p
yx/
R PROP. CBAQ SIDEWALK
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
A V n
OUTLET W/DITCH
OUTLET
W/O DITCH
D
CLASS 'B RIP RAP
CLASS
I RIP RAP
CLASS 'S' RIP RAP
CLASS I RIP RAP
TONS
Wt.
S.Y.
TONS
TONG
S.Y.
TONS
12"
2
6
5
2
5
1
4
2
1
4
16"
2
7
7
3
7
1
a
S
2
a
18
3
10
9
4
10
2
7
4
2
13
24
5
14
i5
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
96
11
28
29
15
30
7
22
18
10
23
42
15
37
39
20
39
10
28
22
13
30
4$"
49
28
50
28
17
1 38
54"
-
-
80
33
62
-
38
21
47
-
-
73
40
75
-
-
44
26
58
N"
BT
48
89
54
32
87
72"
-
102
1 57
1 104
-
84
38
78
FOR CALCULATION PURPOSES _
CLASS 'W RIP RAP - 100 LS
CLASS I RIP RAP a 105 LS
8
A -,J
PLAN
H� D i� SLOPE 1lt:1 OR FLATTER
r
SECTION A -A
PIPE OUTLET WITH.• DITCH
H- RIP RAP TO TOP OF PIPE (MAX. H - D + T)
T- 18" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T- 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOW ON PLANS
VARIES
N
•P=
(5' MIN.)
a
rq
%
SEE PLAN -
NOTE:
1. MARKINGS FOR STREET SHALL BE ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTION 38 OF THE MANUAL ON UNIFORM TRAFFIC
Q0TROL DEVICES FOR STREETS AND HIGHWAYS i
W
M.T.S.
i
I
8.01
I
(TYP) 5.75' -�-f
NOTE:
RIGHT/LEFT TURN ONLY 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
PAVEMENT MARKINGS AS OUTLINNEDAIN SECITTIIOONI'38 OF THE
N.T.r% bdANUAi QN UNIFOR,M TRAFFIC CONTR12EM= FOR STRMM-MQ HIGHWAYS
OL
4 X D
Fv,00
z
rr u I, H *n 0
00 ���."q��
P O
Lit x AS r- ""
o
ic
»y a
im o �e
O
o J
NO
0 N
>fl �
�z
co
i1.1
was
1117111171
I[Wl
©I
0n
ff'111171
o.
E['W10
MI
1rAn
MCI
DO
wO 2
Q
1
•SAC
ou
o
"an
848.01 1848.05
v
m
F•'l
LL-
0ti
L LF gq m
I- a
z,Z,,y011
o $4 ci
UJO
o z
.'
LOL 0 !r7
B IL CA
N
H _
IL4
ZCC
°�n
W �
f �
PIPE OUTLET WITHOUT DITCH
LOCATE ENDS OF CROSSWALK
AT EXISTING AND PROPOSED
PEDESTRIAN RAMPS (TYP)-n
48"
24"
NOTE: POSTED SPEED
LIMIT TO BE 35 MPH
TYPICAL CURB
AND GUTTER
1OWINiO TYPICAL LOC
MEBrRIAN cpOB8NU1
F•1 DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS
PEDEBTAiAN CROSSWALK$ AN3 STOP LIN M THE.INI'6RaEOTIONB. ALLOWABLE-LOCAATIOMa
DUAL RAMP RAOII........... ANY
DIAGONAL RAMP RADII.. -MAX. 26'
PROPOSED WHEELQWR RAMP RAMP
ppQPOBEp OR FUTURE SIDEWALK (DIAGONALPERMISSIBLE FOR RSNO CONSTRUCTION)
OF 1
2 OF 3
.02
848.05
0
NOTES:
cmn
1. CONSTRUCT THE WALKING SURFACE WITH SLIP RE$ISTANTANCE Alp A CONTRASTING COLOR TO THE SIDEWALK.
'11..1
2. CROSSWALK WIDTHS AND CONPIGUMTION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
S. NORTH CAROLINA GENERAL STATUTE 1N18-a4.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
1,mj
PROCIrDURE$ TRAFFIC OPERATIONS, REPAIRS CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1 1973 SHALL
PROVIDE WFi ELCIWR RAMPS FOR THE PHYSIULLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND 816EWIM ARE
Z 1,5 r
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
C7
IN ADDITION SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
4,1978 OR PLANNED FOR A FUTURE
AFTER JULY WHETHER A SIDEWALK IS PROPOSED INITIALLY I8 DATE.
�4�
'
THE AMERICANS WITH DISABILITIES ACT ADA OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
AND RELIGION LINDER THE CIVIL
PROTECTIONS SIVILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE SEX NATIONAL ORIGIN
RIGHTS ACT OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WI% T17LE III OF THE ADA BECOMING EF'FEOTIVE
JANUARY 28, 1909. THE ADA REQUIREMENTS FOR DETECTABLE NMRNINGS ARE SUSPENDED EFFECTIVE MAY 12, 1994.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAM
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES FIRE Up WC DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF hit HEIGHT CUR BETWEEN THE RAMPS. PLACE DUAL RAMPS
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.)
M
j
8. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAM AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURS. (LN. FT.)
N
7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
M N
�
S. DO NOT EXCEED 0.06 (120) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
r �
S. CONSTRUCT WHEELCHAIR RAMPS 40" (3'4") OR GREATER FOR DUAL RAMPS AND 80" (5'-0") OR GREATER FOR DIAGONAL RAMPS.
4p A
10. USE CLASS "8" CONCRETE WITH A SIDEWALK FINISH IN WIDER 10 OBTAIN A ROUGH NON-SKID TYPE SURFACE.
G
11. PLACE A h" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. OWG. 846.01.
O
12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER Ill THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
13. IR RAMP WILL FALL WIT14IN
COORDINATECUT PEDESTRIAN CROSSWALK 60 THE FLOOR OF THE
PLACE DIAGONAL RAMPSLINES
CROSSWALK LINES• WITH FLARED SIDES $0 24" OFEFULLLL HEIGHT CURB FALLS WIHRIN
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
O
�
14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 8 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER I& DESIRABLE.
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LIMES. WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROAH3MfAY.
18. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLING SUPPLEMENT TO THE MUTCO.
TYPICAL PAVEMENT SECTION-
N.T.&
1" Sp 9.5
2" SP 12.5
�" ABC STONE COMPACTED
0 98X STANDARD PROCTER
sts o TND PIPES b'-9" T2 OR To TOPa BOTTOM SEE M. # 636.45 FOR GENERAL NOTES.
} < 2r-1" THREE PIPER 1$:-O"I I To # G" TOP d BOTTOM " " 1 1O„ F }
~F400.
O 1#�r I �� I 5 SPA. # 11" 2- G 2" 2r
is w 0 ...1 �A I "x" wa IN 2" FILL FAC 2" r •r G�
Comm aa� x ..1 a I I I I I TOP OF FOOTING FILL FACE u- I A;�
o o a I I I X1 _W v1 " "V"#„" ny"# I1-8n �oNLL
_p00 PIPE NOT •H" 4Gv
~ W r • r n SHOWN ��TA4
I.. Lu
� 4'-3" TO PIP"14
1YINdr- n r 1. T4 �0
IN $�" I es" N o 0 co
z r-+
>" + I " I M 3IN a °°�5
LLi 0 O 9 PIPES I T4 za iv _ a
,0 .UJ
" I I b SPA. # 11" "N" BARS ON-"T on Tb # an ` 8" �, +
NZ IN BOTTOM OF FOOTING
o+ 2r-7,A'•IIllet" 3 .-0" ^ SECTION - AA
PLAN
� '• SECTION - BB
17r-SIT TWO PIPES SILL MA7�IAL �.r I
M
.O REINF. STEEL 2 PIPES 13 PIPES J O9
28 BAR IfIZEI LENGTH NO. VW NO. WK
IN IE ~ m s '" 2-VI
9TN FACE a 2-62 OR 08 Bi 04 d'-S" 6 29 12 44 0
W w p.g' �' cc
2-V1 0 9" FILL FACE 82 04 4'-8" 4 12 4 12 U-
mIL
•"' t 1-VI SM. FACE
* I ' G2 17 -2 -2
2-1 N770 - - z W Lu
03 #7 25'-B" - 2 105 W CL
M
H.7 i, • • ► a I H1 4 S'-O" 10 40 10 40 0`
y s •a- " I i S� ,O DRAINS H2 #4 4'-0" 4 11 4 .7r
1
C N AB
o O - I - FLOW LINE 4 0 t}
N1 # $ -11 14 67 18 74 V 0
p kWi-_192M.
" FILL Nz w S'-a" d 14 8 14 A Qz
Lu
e" I- b" FADEA�- 1ir.1i0" 2•VS. R-V4 � bi _j
1-
• cDNST. dT 2-83 2-81 4-NI � a
W a I Ht1 M4 s1 -2 ab - F- i""f
p., M 4-N3 a SPA. /'-3" FILLPA. # 1'-10" r rr co)
0cc
r W r••r ELEVATION , FACETe a 1tem FACE 3- I, i-H2 2, 1-V3, 1-V4_T4 #4 b•8" S 22 8'""1 z " Y4 Tb 44 2 -a 10 117 1" 174_1 LLJ
z tD Om �" x1 3' 9" 7L Y4 Vi #4 '- " 12 SO 1S 78 CO Un J
ttl Z2 W-3" 7r H1 V2 #4 e'-1" B 20 6 20 LU 1=
IP + jf
V3 #4 W-11" B Is a 16
r'°` T Z3 2'-8r S" tl tl va 04 W-Op 8 11 6 11 W
H1 B'-b" W. a �T4 "Z" Zi 06 4'-4 A 4 iB 4 18 G
H2 a+.6" Z2 #4 3 -10 4 10 4 10
1 1 S-NI 3-N2 ZS 104 W-2" 4 8 4 6
"H" BARS "N" BARS rrZ " BARS 5 SPA. # , "
SHEET 1 OF 8 SHEET I OF 2 1 "Hr, "N". t "Z. BAR DIMENSIONS WING ELEVATION 807 9O8 SHEET 1 OF 2
848.05 838.28 ARE OUT TO OUT. CON.►R.c. aN. Yofi 7.9 9.9 838.28
TWO PIPES W-9" zz
O 011t " TT OR T6 TOP b BOTTOM SE STO. # 436.45 FOR GENERAL NOTES. O
2r_I�n THREE PIPES 1� Ts # 8" TOP 3 BOTTOM 1 " '
n
t�0 113�" Fill,
5 SPA. #11" 2•nSr 220nZ 1^Q"Z"BARB IN a+ FILL F 2, raVr OOREM
I TOP OF FOOTING FILL FACE V- •-•I t w i
L0 g * i I 21 SEE "rV"411" ""rn��N�(�M O O - - - - - ZT r PIPE NOT "H" 1- O
z W r'' • r r nZn HaZ z W
LL i r-f VI # V-4" I ' 74
4'-3w 1 IF WING
a � I PIPE
>, • .j b� I r • I EE SIN O tm ' ,p '
PIPES I T4 z3 ev ;, t •T4` ` Iv
Z 411" I I b SPA. 0 11" "N" BARB fin-uT 6" Ts # a" �' "
ire A'
3 - N2 IN BOTTOM OF FOOTING W.O.
PLAN SECTION - AA
-
© 17'•d" Ti10 PIPE6 SECTION BB
M '- " THREE PIPIM KLL OF MATERIAL FOR ENOMALL
N 2, 2-V1 6 1'-8" 6 REINF. STEEL 2 PIPES 3 PIPES J co
M, FACE " BAR SIZE >Doe
LENGTH NO. IN NO.
m m m 9-B1 2-VI # 9" FILL FACE ° B1 #4 W-ell B 29 12 44 00
i3 02 A14 4'-d" 4 12 4 ip
T­ M1-V1 8TR. FACE a U.
!11 0 I I PIPE NOT B3 #4 d'•8" 4 17 8 36 = 0
ILL 2-82 2
i•i _ ' I" +I r� I c 174:1 6H0 02 07 17'-2 2 -70 - W
nl R a I { a '" GLOVE G3 #7 2b'-b - - 2 106 Q-
,.., � 01 % _ I I +` I 8" �E Na 111 61-D" 10 40 10 40 F 0~.
- FLOW LINE H2 04 4'-D" 4 11 4 11 0
M W `
Za' • i "" N1 #4 W-11 14 d7 1S 74 0
Na �% t�N9T. JT. 4_N, TAPER DETAIL N2 14 W-e" a 14 8 14 °dr Lu .
2.81
2-Ba 5 SPA. # 11" FILL. •�� V j,
2 SPA, 0 1'-10STR. FACE 2•V2, 2-VS, 2-V4 T1 #4 21 -2 a 85 cc H-
W 1.4 m " .�` FACE 2-H1 , 1-1I5` 04 �
F+ ELEVATION = " H2
IZ1 $SPA. • 1 �8 FILL y
w M "� FACE a-H1, I-FI2 V2 �A 0 V-10" T4 #4 $'-8" 8 22 8 22 IIZ °O
s 11 FACE
Td #4 2 -8 70 117 104 174 J O lil
co 0 O 811t" V1 #4 '- " 12 a0 18 75-
•TM• C "� �" �L r- " 7" I-V2 I-V3, 1-V4 Y2 #4 a' -1" d 20 d 20 Lu
V4M
iAJ If '� ZI 3 d
� V4 V3 #4 1 3'-11" d 161 d to
C m 14 Z2 W-S" " N1 V4 #4 2'-Qm a 11 8 11
2 8'-6" F " I I Z1 #b 4'-4" 4 18 4 18
+Z FIZ S'-d" it-1n w+=''fir S a N 22 #4 9r-1O" 4 10 4 IO �
11H" BARS` ,I " ---.. w T4A "Z" ZS 04 V-2" 4 8 4 S
N BARS , 9-NI 3•N2
owg 2 OF 3 2 OF 2 WHO. 'N", 1` "Z" BAR DFMfiNSIONb ►r r, S SPA. # 11 REINF. BO7 808
848.05 838.28 ARE OUT TO OUT. Z EMS WINIS ELEVATION Cb./C.s. cu. WS d.s 10.7 FEET 2 OF 2
-- -1 838.28
cc
4
O9 =z
OL
O
�gLU
0
z }
rri
G �
.05
1. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY TO THE 5, ALL DIMENSIONS ARE TO FACE OF CURB. EDGE OF PAVEMENT, AND
STANDARDS AND SPECIFICATIONS OF NC DOT. CENTERLINE OF STRIPING, UNLESS NOTED OTHERWISE.
2. ALL PERMANENT MARKINGS WITHIN THE NC DOT RIGHT-OF-WAY SHALL BE 6. SHADED AREAS REPRESENT NEW PAVING WITHIN THE NC DOT
THERMOPLASTIC. AND SHALL CONFORM TO LATEST EDITION OF NC DOT
SPECIFICATION SECTION 1205.08. RIGHT- WAY OR FOR THE PUBLIC STREET.
3. TEMPORARY MARKINGS, IF ANY, SHALL BE PAINTED. 7• ALL DIREC71ONAL ARROWS WITHIN THE RIGHT-OF-WAY SHALL BE
WHITE, SHALL CONFORM TO MUTCD STANDARDS, AND SHALL BE
4. EXISTING STRIPING WITHIN THE RIGHT-OF-WAY THAT IS TO BE THERMOPLASTIC CONFORMING TO NC DOT SPECIFICATION SECTION 1205.08.
REMOVED SHALL BE GROUND OFF. EXISTING STRIPING NOT SPECIFICALLY a. CONTRACTOR SHALL RELOCATE/REPLACE ALL EXISTING SIGNAGE BEHIND
NOTED FOR REMOVAL AND MODIFICATION SHALL REMAIN. THE NEW EDGE OF PAVEMENT IMMEDIATELY AFTER REMOVAL.
CENTRE GREEN PARKWAY
*44
SHEET:
6 6
& LAKESIDE ROAD
ROADWAY 8c
STORMWATER DETAILS
�4���.,i,�,.,.�,�
,• EGA •.
�P+`
TANGLEWOOD
=�� Q�to�,.,.t••. •"
ELIZABETH CITY, NORTH CAROLINAco
y +
= _'
PKWY
•r�r�� •�'••..��•
t.' T
���o�t1lDaip4�
9CJ11i
NTS
DRAWN:
KPO
APPROVED:
RF
CAW FILE TWOODCENTRE GREEN
CURRENT IM1sION:
"R"CT NO:
TWOOD
DATE
3/30/06
RENSIOH
DATES
201 Lane Drive
E SOLUTIOnsEms'
5
xftexs
Fax: 252 M-Ma
I
z �- r r• �I r..1 �. �_ �y: 1 n'1 i ''• ' ` �i. 1r yS :�'I `�'r;, •�'. r T
'�"� �. r .F i ''�1�. u ,I�..,+i.T.r.i�.( i�.it,......r -.. +,.. .�. �,,� .,i. � �.i'. r',:.!-�1 �ri�r�ilr, r!.�r:,1��fiil:lrlri. '.S4��iis�r�•:r
i. r•e... : �i :' =lr t1rr•s :. . �4� r;�.-r e4'ni!i, !'rY,?tr1,�YJ!f�=. �n..epr :=1' ;r: .rf}l,1•
.+ � r, }'; ,.� r,' 1 �. � �: fit it :F•. .. ! ,.:
s..,4 . .t. ? -.,. .., f.%. A:,'.F+1i'fi.'i.