SW8960704_APPROVED PLANS_20040419

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9 Q� 0 `{
DOC TYPE
❑ CURRENT PERMIT
II APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
IOuA 6y
YYYYMMDD

MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs mode immediately,
2. Sediment Basin to be cleaned out when the level of sediment
reaches 4.875' below oriface opening. Riser structure to be
cleaned if excess water above design surface no longer
drains properly,
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version.
11E
a EMBANKMENT TOP = 26.0
IEw 21.38
EMBANKMENT SECTION
NOT TO SCALE
NOTES:
1. SURVEYED FEBRUARY & MARCH 2O04
2. ALL DISTANCES ARE HORIZONTAL
3. ELEVATIONS BASED ON NGVD 29
4. THE MAP IS NOT FOR RECORDATION, CONVEYANCE, OR SALES
5. FOR REFERENCE SEE AS NOTED
_ N\F MATAVA
S°pUe\'cam
AS-BUIL r AREAS
SURFACE AREA 0 EL- 24.0 = 22,892 of
SURFACE AREA 0 EL- 22.26= 1022 sf
TOO X
25.84
co
p �RFq
0
EL= 24.0
.........................
INV- 22.26
INV-21.J8
OUTLET STRUCTURE DETAIL
NOT TO SCALE
FgS.MN�
SECT N T �M e
�� Ty'QFE
d
POND A
SW8 960704
EXIS77NO JO" CMP
OUTLET PIPE mim-
)OND SUMMAI
AS -BUILT DATA
3�\
(M. B 3 2�6i
\ 8 pG
1. IMPERVIOUS AREA PERMITTED
2. NORMAL POOL SURFACE AREA
3. NORMAL POOL ELEVATION
4. POND DEPTH (DEEPEST POINT)
5. POND BOTTOM ELEVATION (DEEPEST POINT)
6. ORIFICE INVERT ELEVATION
7. WEIR CREST ELEVATION
B. STATE STORAGE VOLUME
9. 6 FT VEGETATED SHELF
10. 10 FT ACCESS
11. FOREBAYS
12. PRIMARY SPILLWAY ELEVATION
13. EMERGENCY SPILLWAY ELEVATION
14. EMBANKMENT ELEVATION (LOWEST POINT)
15. ORIFICE SIZE
16. WEIR CUT CREST LENGTH
17, SIDESLOPES (TYPICAL)
1& INV. OF PIPES FROM OUTLET STRUCTURE
TOB
25.95
AS -BUILT DATA
350,446 SF (8.05 ACRES)
18,822 SF
22.26 MSL
6.7 FT
15.54 MSL
22.26 MSL
N/A
36,390 CF
PRESENT W/ VEGETATION ESTABLISHED
PRESENT
PRESENT
24.0 MSL
25.5 MSL
26.0 MSL
2 INCHES
N/A
3:1 & 6:1 ALONG SHELF
21.38 MSL
STATE WATER QUALITY POND CONSIDERATIONS -
SURFACE AREA REQUIRED - 16,120 SF
SURFACE AREA PROVIDED = 18.822 SF
1" STORAGE VOLUME REQUIRED = 35,045 CF
10STORAGE VOLUME PROVIDED = 36,390 CF
1" STORAGE ORAWDOWN TIME - 4,3 DAYS
POND DESIGN DATA -
16.09 ACRES NEW LOTS (60 LOTS)
16.09 ACRES TO BE DIRECTED TO POND
IMPERVIOUS AREA 2.85 ACRES IN STREETS
+ 5.20 ACRES IN LOTS (TO BE DEED RESTRICTED TO 3,774 sf EA.)
8.05 ACRES TOTAL IMPERVIOUS
REV. NO, REVISIONS DATE
Copy7VU1 w Nanow es+Yn Ssrwcse P , .aN t rssrwl, RproeKtion a Z a the caetmfs of this eoeme+A or oeolllms or IWtlms to 1hN
oave""nf. M .i,ale ar w4 siUwvl .Y to mn a Ns Lana Swwpr ar r ok w,, b PI*Wte0. WY 010" eom the adeiwf of the eo Mt,
M~ Nth ere W*W $owl" m a fhe Stinger ar rnexw, aha " coeekw" to e, wee mo a o*JW
y
\\ RIP RAP
30' C/fP
OUTLET STRUCTURE (PRIMARY SPILLWAY)
TOP OF GRATES = 24.0
X 708 INVERT OF 2"PIC = 22.26
27.11 INWRT OF 30' CUP
OUT OF BOX = 21.J8
POND AS -BUILT FOR POND A
BREWSTER PLACE
(PHASE 1)
SW8 960704
MASONBORO TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
DATE: APRIL 15, 2004
OWNER: SATURN DEVELOPMENT CORP
20 10 0 20
SCALE IN FEET
SCALE 1" = 20'
POND AS -BUILT FOR POND A
BREWSTER
PLACE,
PHASE
1
LOCATED IN MASONBORO TOWNSHIP
NEW HANOVER COUNTY, NORTH
CAROLINA
SAL
02544W
OWNER: SA TURN DEVELOPMENT
1904 EASTWOOD ROAD, SUITE 212
WILMINGTON, NC 28403
[phone]
HANOVER DESIGN SERVICES, P
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Gate:
4-15-04
Scale:
1 " =20'
Oroem:
HSR
owdwd;
HSR
Project No:
JM8pondosbA
SnWt N1o:
Of:
06:04:06 04/15/2004

ti
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any roinfoll
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 4.875' below orifoce opening. Riser structure to be
cleaned if excess water above design surface no longer
drains properly.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version,
NOTES:
EMBANKMENT TOP . 20.5
EMERGENCY SPILLWAY EL . 20.0 STATE STORAGE • 32.316 CF
STOP OF GRATES . 18.8 /O ELEVATION 18.8
40 LF 30"
IE• 14.8
EMBANKMENT SECTION
NOT TO 3CMA
1. SURVEYED FEBRUARY & MARCH 2O04
2. ALL DISTANCES ARE HORIZONTAL
J. ELEVATIONS BASED ON NGVD 29
4. THE MAP IS NOT FOR RECORDATION, CONVEYANCE, OR SALES
5. FOR REFERENCE SEE AS NOTED
I
N 85 ° 39 16
50.00
EMERGENCY SPILLWAY ELEY - 20.0
/ STORM MANHOLE
\�, ✓ IE - 14.0
RIP RAP
RIP RAP I
OUTLET STRUCTURE (PRIMARY SPILLWAY)
TOP OF GRATES = 1&8
INVERT OF 2" PW = 16.15
INVERT OF 30"CMP
OUT OF BOX = 14.8
58
AS -BUILT AREAS:
SURFACE AREA 0 EL- 188 =
13,676 sf
SURFACE AREA 0 EL= 16.15 =
10,511 sf
6.1 SHELF
__ 21
X TOB
` X TOB 21.45
I t ji 20.52
I N
i
i
� � I
x TOB
11.49
1
I+
INVERT OF 8"RCP = 15.21
ti0 x TOB
22.09
RIP RAP
S 85 ° 39 16 " W 286. 45
246.45
L 10
,J
EL- 18.8
4'
MIN. 8,
0 Q
-agapAp
GRATE TOP
INV= 16.15
INV=14.8
SECTION WEW
POND B
SW8 960704
OUTLET STRUCTURE DETAIL
NOT TO SCALE
EXISTING 30" CUP
OUTLET PIPE
>OND SUMMAI
AS -BUILT DATA
1, IMPERVIOUS AREA PERMITTED
2. NORMAL POOL SURFACE AREA
3. NORMAL POOL ELEVATION
4. POND DEPTH (DEEPEST POINT)
5. POND BOTTOM ELEVATION (DEEPEST POINT)
6. ORIFICE INVERT ELEVATION
7. WEIR CREST ELEVATION
8. STATE STORAGE VOLUME
9. 6 FT VEGETATED SHELF
10. 10 FT ACCESS
it. FOREBAYS
12. PRIMARY SPILLWAY ELEVATION
13. EMERGENCY SPILLWAY ELEVATION
14. EMBANKMENT ELEVATION (LOWEST POINT)
15. ORIFICE SIZE
16. WEIR CUT CREST LENGTH
17. SIDESLOPES (TYPICAL)
18. INV. OF PIPES FROM OUTLET STRUCTURE
AS -BUILT DATA
179,417 SF (4,12 ACRES)
10,511 SF
16.15 MSL
7.0 FT
9,14 MSL
16.15 MSL
N/A
32,316 CF
PRESENT W/ VEGETATION ESTABLISHED
PRESENT
PRESENT
18.8 MSL
20.0 MSL
20.5 MSL
2 INCHES
N/A
3:1 & 6:1 ALONG SHELF
14.8 MSL
STATE WATER QUALITY POND CONSIDERATIONS -
SURFACE AREA REQUIRED - 8,259 SF
SURFACE AREA PROVIDED • 10,511 SF
1" STORAGE VOLUME REQUIRED = 17,894 CF
1' STORAGE VOLUME PROVIDED = 32,316 CF
1" STORAGE DRAWDOWN TIME = 3.1 DAYS
POND DESIGN DATA -
8.17 ACRES NEW LOTS (29 LOTS)
8.17 ACRES TO BE DIRECTED TO POND
IMPERVIOUS AREA . 1.45 ACRES IN STREETS
+ 2.67 ACRES IN LOTS (TO BE DEED RESTRICTED TO 4,016 sf EA.)
4.12 ACRES TOTAL IMPERVIOUS
REV. NO. REVISIONS DATE
Capyp„t 11 ,la a.r °""17^ Srrdosr, P ., Ae • rur.0. RproOuoNan a IA ,' mo eont.N o/ o lao,mnt, a o4" o ar 6M"Nm" to NJs
eoax,anl, b M,W b Part, "I tw o/ M Ww WL E a EneNw, Is ow W " I* sable" bar" tM apMa N feY aeo""a4
marMO rIN tM argNp tlp+afun W fM 9".,ar > EnaFw, Mae M aonMPrW to W .aPP as frw agoNt
'OQ4
4_'o?6 U
POND AS -BUILT FOR POND B
BREWSTER PLACE
(PHASE 1)
SW8 960704
MASONBORO TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
DATE: APRIL 15, 2004
OWNER: SATURN DEVELOPMENT CORP.
20 10 0 20
SCALE IN FEET
SCALE 1" = 20'
POND AS -BUILT FOR POND B
BREWSTER
PLACE,
PHASE
1
LOCATED IN MASONBORO TOWNSHIP
NEW HANOVER COUNTY, NORTH
CAROLINA
OWNER: SATURN DEVELOPMENT
1904 EASTWOOD ROAD, SUITE 212
WILMINGTON, NC 28403
[phone]
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS d' LAND PLANNERS
319 WALNUT STREET
NILMINGTON, N.C. 28401
PHONE: [phone]
Dots
4-15-04
Scots
1 " =20'
Droll:
HSR
cneelt.I ea:
HSR
Project No:
3888pondosb�
Swt N1o:
Of:
08:02:51 04/15/2004

IDA SON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
(9.10) 762--4200
3
FINAL DESIGN — NOT FOR CONSTRUCTION
7/03/96
2
FINAL DESIGN — NOT FOR CONSTRUCTION
5/22/96
1
FINAL DESIGN — NOT FOR CONSTRUCTON
5/06/96
FEv. NO.
DESCFAMON
DATE
RE VISIONS
ate :
5/06/96
Scale
i W = 100,
Drawn
HSR
Checked :
DED
Project No :
9438.00
DEVELOPED BY
SATURN
\TU R\N DEVELOPMENT
♦ELOPMENT
Post Office Box 4517
Wilmington, NC 28406
[phone]
Sheet No :
Of

PIPE E1
' PE E2
7.25
PIPE C1
365 p0 ,� i I
S 72'16'0
{ 8"E 1953.87 TOTAL
PRPE J3 -. \ 94 \ 95 I 96 97 98
I
99 LIJ 35
PIPE D3 2' Z p gi j
PIPE D2
7
38 .__L....._ 39.. 40 I 41
1 42 1 43
PIPE A7
PIPE Al2
I
1
m
(
87 ( 86 I; '; I Plf�� B7 PYRE A6 PIPE!A2 _ -
1 196.7 f S'(��5` 8 �.\' ( }, 11 65 It i 84 I 83 +' j' 4 I P PIPE B3 , !j LP tE (;' I I PIPE A8 o1PE A
1 PIPFV#C2 '- �`3�E \ \ \ I 1 4 r3 I 33...` 2 I r _.1,'• #' Ir�12
PIPE A9
.�0 l\ 89 " j 5,W 1 �U. I k;, h 28 ,l,7 1 25
k I 29 ;13.�9 I 2 i.
{ p 91 \ PHASE IA
ICI ,
-p
QG U
I �4. Hp O ;` PHASE 16 .a
� -A :' I ! � 2S7D � I
t) PIP,= C3: ' 1 I 82 I1 I 80 7S. 78 I 77 I 76 I 75 I I D
74 PIPE C5 I 36 FT I I 73 `�' 72 I 71
G PIPE j BC-B
-- C6 PI E B4 I PIPE 66 I {'V
LP 24, 6Q
� o
m N
IPE B5 �IISB R LAME
PIPE .a1 s¢
P
( 68 jl I 66 Ir
67 65 63 I 62 I .--61 I I I (
I I I I I ( I 6D .I 59 I 56 i
N 77'46'25"W 2041.72I
I
" I t 4 / $�"ram NOTES: 1. ROADS TO BE CONSTRUCTED TO NCDOT STANDARDS FOP. PUBLIC USE I.
H, 2. RIGHT OF WAY SHALL BE FREE OF ENCUMBERANCES AND NOT USED t [
,\ TO SATISFY OTHER PERMIT REQUIREMENTS. i
1 I ,
( ®s j 3. SURVEY DATA PROVIDED BY HANOVER DESIGN SERVICES, PA. j 1
I
® 1
w9.,ee ���(�/� e��o 7 /� 2" PER FT 1/4' PER FT 1j4" PER ET 17 /2" PER FTI
i ® SLOPES= 3:7 '--T-, SLOPES 3:1
'le, / �VGItiE,..e "e ®®® t qY
'a/®®��Illa"Itta®�®®\®® 3` MIN COVER \. ABC & 1-1/2" 2 �3' MIN COVER 3' MIN COVER
FORCE MAIN --'-'0 `-MODIFIED VALLEY CURB A_ WATER MAIN
02' _-VARIES MAIN .
NOTE: UTI'JTY LOCAPONS TYPICAL
FOR ALL ROADS
DRAINAGE SCHEDULE TYPICAL CROSS SECTION FOR ALL ROADS
PLAN SHEET DRAINAGE DRAINAGE TEN YEAR NCDOT NCDOT DESIGN PIPE PIPE PIPE PIPE
PIPE AREA TOTALAREA FLOW FREUXY OEKLORFNT FLOW SIZE LENGTH PIPE MATERIAL SLOPE VELOCITY EXCEPT t�L L-DE®SACS AND ENTRANCE ROADS WITH M3EDIAN
RASE NUMBER ACRES ACRES CFS FACTOR FACTOR CFS ENTS
PH1A
Al
0
13.6
13.5
1.35
1.0
18.2
42
67
RCP _
0.81
1.9
PH1A
A2
D
10.7
11.0.
1.35
1.0
14.9
36
338
RCP
0.37
2.1
PHI
A3
0
7..9
8.5
1.35
1.0
11.5
30
304
RCP
0.30
2.3
PH1A
_ 4
0
5.2
6.0
1.35
1.0
8.1
24
297
RCP
0.30
2.6
PH1A
1A5
0
1.8
2.0
1,35
1.0
2.7
18
272
BCCMP OR RCP
0.30
1.5
A13� I
24
PIPE -AT4'
69-
70
y - HIP�
30.12
FUTURE DE`V'ELOPMENT
P.
o
DItRHiLL LANE
-PIPE Gt
PIPE F7
_
FUTURE
DEVELOPMENT
i
_,-
PIPE P
\
1 [
�1 I 1
'5A75.1 46 I 47 "r i-w--0 p
J-
49 I 507
PIP A18U36 ki,I{
2UP
( a 3g II
29.10II > W Sp1�r
LP 22 PIPE A ,,..s' 22 PIPE As `'�.
f I 13 PIPE A19 3 f ' r "S: T,
8 PIPE A117 12
i
PIPE'A201
20 FT RAD rn
m - YPICAL O (T- r
21 i Go
t 4 I _B. FT BC-B 4
11 >
� I I i
._ ._. ,a F r BC -a " ,..,� I ap -
' Ia - 40. FT R/W
!
52 20 O O
1
- 40 FT R/W A 15 10 5 I• i p _' ...,,,�,- S ! p
W
r-- 3
� 1 � � PIPE H � I
DO m 16
HP� �Fr
RYWFrR
54 18 17 �. 3$. 72
-DffM3I0N-DPTCM-
PIPE 74
PHI
A6 1
2.9
2.9
3.7 1
1.35
1.0
5.0 1
24
53
BCCMP OR RCP 0.30
1.6
PHASE
PIPE
AREA
TOTAL M0
FLOW
'FREQUENCY
OEVflMT
FLOW
SIZE
LENGTH
PIPE MATERIAL
SLOPE
VELOCITY NOTE: ALL DIMENSIONS TO BC
F/S
PHtA
A7
0.2
0.2
1.0
1.35
1.0.
1.4
15
25
BCCMP OR RCP
0.30
1.1
INUMBER
ACRES)
(ACRES)
CFS
FACTOR
FACTOR
(CFS)
(INCHES)
FT
SEE NOTES BELOW)
(%)
PH1A.
A8
1.2
2.6
3.3
1.00
1.0
3.3
1.8
10
BOO'P OR RCP
0.30
1.9
PH1B
D1
0
0.8
1.5
1.00
To
1.5
18
66
BCCMP OR RCF
3.40
I C.9 TYPICAL CUL-DE-SAC
1.2
0.8 40; R/W
NOT TO SCALE
0.1
0.1
PH1A
A9,
0
1.4
2.0
i.00
1:0
2.0
18
129
BCCMP OR RCP
0.30
1.1
PH1B
D2
0.4
0.8
1.5
1.00
1.0
1.5
15
219
BCCMP OP. RCP
0..64
1A/PH1.B
A10
0.2
-1.4
20
TOO
1.0
2-0
18
130
BCCMP OR. RCP
'. 0.30
1.1
PH1B
D3
0.4
0.4
1.0
1.00
1.0
1.0.
15
45
1 BCCMP OR RCP
0.30
PH1B
All
1.2
1.2
1.9
1.00
"1.0
1.9
15
35
BCCMP OR RCP
0.30
1.5
PH1A
-Al2
0.2
0.2
1.0
1.00
1.0
1.015
32
BCCMP OR RCP 0.30
0.8
PH1.B
E1
0.1
0.2
<0.1
1.00
1.0
<0.1
15
63
BCCMP OR RCP
0.87
PH 1A
A13
01
1 8
24
1 35
_7 0
32
18
15
BCCMP OR RCP 0.30
1.8
PHiB
E2
0.1
0.1
<0.1
1.00
1.0
<0.1
15
35
BCCMP OR RCP
0,30
PH1A
"A14
1.7
1 7
2.3
1.35
1.0
3.1
18
48
BCCMP OR RCP : 0.30
1_8
PH1A
A15.
0.2
0.2
1.5
1.00 "
1.0
1.5
15
26
BCCMP OR RCP 0.30
1.2
PH1A
PH1A
A16
1.1
3.2
4.1
1 1.35
1.0
5-5
18
20
BCCMP OR RCP 0.30
3.1
PHI
A17
2.1
2.1
2.7
1.35
1.D
3.7
18
40
BCCMP OR RCP 0,30
2.1
PH1A.
PH1A
A18
0.1
0.1
1.0
1.00
1.0
' 1.0
15 "
37
BCCMP OR RCP 0.30
0.8
BH1A
A19
- 0.3
1.7
2.2
1.35
1.D
2.8
18
34
BCCMP OR RCP 0.30
1.6
PH1A
PHI
A20
1.4
1_4
2.0
1.35
1.0
2.7
18
38
BCCMP OR RCP 0. TO
1.5
A/PHiB
B3
0
2.0
2.6
1.35
PH18
B4
0.1
1.3
2.0
1.35
PH18
B5
1.2
t2
1.9
1.00
PHiB
B6
07
0:7
1.4
1.35
PH1A
B7
0.1
0.1
<G.1
1.00
PHiB
C1
0.3
6.8
7.2
1.35
PH1B
C2
-4.3
6.5
7:0.
1.35
PHiB
C3
0
2.2
2.9
1.35
PH1 B
C4
0.2
1.1
1.8 "
1.35
PH1B
C5
0.2
1 0.9
1.6,
1.35
PH1.B
C6
0:7 -
0.7
1.4
1.35
PH1B'
C7
1.1
1.1
1.8
1.35
PEN A
1.0
4.1
30
54
RCP 0.30
0.8
1.0
3.6
24
45
RCP
0.30
1.1
-1.
PH18
1.0
3.5
24
277
RCP:
0.30
1
PH1B
1:0
_2 7
15
22
BCCMP OR RCP
0.30
2.2
PH1 B
1.0
1.9
15
'45
BCCMP OR RCP
0.30
1.5
1.0
1.9
18
35
1 BCCMP OR RCP
0.30
1.1
PH1A
1.0
<O.1
15
22
BCCMP OR RCP
0.30
0.1
1..0 `
9.7
30.
57
BCCMP OR RCP
0.30
2.0
1.0
9.5.
24
47
BCCMP OR RCP
0.30
3.0
1.0
3.7
24
247
BCCMP OR RCP
0.96
1.2
-
1.0
2.4
18
35
BCCMP OR RCP
1 0.30
1.4
1.0
2.2
18
295
BCCMP OR RCP
0.47
1.2
1.0
1 1.9
15
46
BCCMP OR RCP
1 0.30
1.5
1.0
2.4
1 18
1 46
1 BCCMP OR RCP
2,17
1.4
N O
R T H
C A R 0
L I N A
WATER
AND
SEWER
DISTRICT
---
F1
0.5 0:5 1.2 1.35 1.0 1;6
15
48
RCP-C-V
0.30
1.3
-- ------ -
G1
1.8 1.8 2.4 1.35 1.0 3.2
18
71
BCCMP OR RCP
0.3C
1.8
HI
28.8 28.8 27.0 1.35 1.0 36.5
42
88
RCP
0.40
3.8
11 `
18.6 18.6 19.0 1.35 1.0 25.7
30
487
- BCCMP
0.75
5.2
Jt
POND B OUTLET 16.7
30.
6
BCCMP OR RCP
0.30
3.4
J2
POND 8 OUTLET 16.7
30
113
BCCMP OR RCP
0.30
3.4
J3
POND B OUTLET 16.7
30
43
BCCMP OR RCP
"0.30
3.4
Ki
POND A OUTLET 1 27.6
1 36
29
BCCMP OR RCP
0.30
3.9
PIPE
MATERIAL NOTES:
1i
RCP: REINFORCED CONCRETE PIPE, CLASS Ill, CONFORMING TO ASTM C76
RCP-C-V: REINFORCED CONCRETE PIPE, CLASS V
BCCMP:
BITUMINOUS COATED CORRUGATED'METAL-PIPE.
2 2/3"X 1/2" CORRUGATIONS,
14 GAGE
ALL JOINTS SHALL BE CONSTRUCTED OF HUGGER BANDS AND RE -ROLLED
PIPE ENDS
-
NOTES: 1. T/G ELEVATIONS FOR ALL CATCH BASINS
ARE LOCATED
AT THE EDGE OF PAVEMENT
TYPICAL INTERSECTION DETAIL
2. NCDOT HYDROLOGIC CONTOUR=3.5
11T1 -
DAWSON ENGINEERING
Engineering Planning Surveying
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
5
REVISED PER NCDOT COMMENTS
8/16/96
4
REVISED FOR CONTRACT "DOCUMENTS - PHASE 1A
8/05/96
3
FINAL DESIGN - NOT FOR CONSTRUCTION
7/02/96
2
FINAL DESIGN - NOT FOR CONSTRUCTION
5/22/96
1
FINAL DESIGN - NOT FOR CONSTRUCTION
5/06/ 96
REV. NO.
DESC17110H
DATE
Date
5/06/ 96
scale
1" = 100'
Drawn
HSR
Checked
DED
Project No
9438.00
PHASE LINE
e
UI
T TYPICAL
70'
T
rn
z
`gyp' 10'
NOTE: ALL DIMENSIONS "TO SC
TYPICAL INTERSECTION DETAIL
50' R/W
NOTED SCALE
1 �
I
1
I
1
1
i
1
I
I ,
40 FT R/W
62' 24' 2' 6'
1/2- cox rr 1/4" PER FT 1/4" PER FT 1(r PM rr
SLOPES= 3:1 \\\\\\
16" ABC & 1-1/2" 1-2
MODIFIED VALLEY CURB
TYPICAL CROSS SECTION FOR
ROADS LEADING TO CUL-DE-SACS
NTS
DEVELOPED BY
SATURN DEVELOPMENT
Post Oitice Box 4517
Wilmington, NC 28406
[phone]
`6 FOR INVERTED PITCH
MODIFIED VALLEY CURB
NTS
60 FT R/W
59Fq� �
MONKEY " PIN Sa
JUNCTION
ffiazft
m
i
rc
U
0
'p
NOT TO SCALE
LOCATiON MAP
SHOULDER
1" PER FT
Ile PER FT 1/4- PER, FT
SHOULDER
1" PER FT
�6" ABC &1-1/2" 1-2 :i MIN COVER
WATER MAIN
15
NOTE: WATER MAIN LOCATION TYPICAL FOR THIS ROAD ONLY
TYPICAL CROSS SECTION FOR
FNTPANnp PnAn - Nn AAFriIAN tni iisINII I I ANF ONI Y)
60 FT OR 70 FT R/W
"
SHOULDER
1" PER F 1
14
2'
1 VARIES
1 2'
14'
.SHOULDER
i" PER FT
1/4" PER FT-
1/4" PER FT
3:1
6" ABC & 1-1/2" 1-2 MODIFIED VALLEY 3' MIN COVER
CURBING WITH
INVERTED PITCH (SEE
DETAIL THIS SHEET) VARIES FROM 10' TO15'' WATER MAIN
NOTE: WATER MAIN LOCATION TYPICAL FOR THIS. ROAD ONLY
TYPICAL CROSS SECTION, FOR ENTRANCE ROADS
WITH MEDIAN (DUNHILL LANE AND CHILMARK COURT)
NTS
Sheet No :
g
Or - {