SW7070215_APPROVED PLANS_20070308

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

VICINITY MAP
NTS
CONTENTS
C. COVER
1. PRELIMINARY PLAT 1 OF 2
2. PRELIMINARY PLAT 2 OF 2
3. STREETS, GRADING, AND DRAINAGE
SEDIMENT AND EROSION CONTROL 1 OF 2
4. STREETS, GRADING, AND DRAINAGE
SEDIMENT AND EROSION CONTROL 2 OF 2
5. PROPOSED WATERMAIN AND SANITARY SEWER
EXTENSION PLAN 1 OF 2
6. PROPOSED WATERMAIN AND SANITARY SEWER
EXTENSION PLAN 2 OF 2
7. SIGNAGE PLAN 1 OF 2
8. SIGNAGE PLAN 2 OF 2
9. STREET PROFILES 1 OF 2
10. STREET PROFILES 2 OF 2
11. DETAIL DRAWINGS
12. DETAIL DRAWINGS
13. DETAIL DRAWINGS
14. DETAIL DRAWINGS
50'
RIGHT OF WAY
N
56 \
6
57
J 65
58
64
59
63 DETENTION
POND B
SECTION 2
62
OPEN
SPACE #1
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1 1' 4' 1 5' 1 2' 1 26' 1 2' 1 5'
SIDEWALK CURB PAVEMENT CURB SID WALK
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
CONSTRUCTION PLANS
HUNTERS LAKE
CITY OF ELIZABETH CITY, PASQUOTANK COUNTY, NORTH CAROLINA
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51
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69 77 41 lip
40 39
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80 GGET TRAIL36
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70 75 11435
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71 g1 117 118
119
74 173 120 121 34
�0 122
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QQ� 72
DETENTION
m POND A
DETENTION 83 � 111 1 124 123 32
O 125
SECTION GT10N 1 � 126
C� PUMP 12
84 STSITE N 128 31
n
92 0, 130 129
91 S % 0140
30
110
90 0 88 87 Ss 85 CROHNS ��E l5�
pK 139
138
13 141 29
136
Di 135
134
133 142
94 0, 143 28
g, 95 96 97 98 99 100 145 144
v 146
0 14 27
148
108 107 J06 J05 104 103 102 JO1 n 149 , NUGTRA1� 1501 � 25 26
1 ^ 24
0 23
22
21
/ NUGGET TRAIL (50' RM 20
19
18
8 9 10 11 12 13 14 15 16 17
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
SITE DATA:
1. OWNER/DEVELOPER:
HAP OF ELIZABETH CITY, LLC.
P.O. BOX 1100
ELIZABETH CITY, NC 27906
[phone]
2. TAX MAP # P90-37
PIN # 891303110942
OB 909, PG 254
THIS PROPERTY IS ZONED: R-10
3. TOTAL TRACT. 55.39 AC
AREA TO BE SUBDIVIDED: 55.39 AC
AREA DEDICATED TO RIGHT-OF-WAY: 8.01 AC
OPEN SPACE AREA: 6.01 AC
LOT AREA: 41.37 AC
TOTAL 55.39 AC
4. TYPICAL BUILDING SETBACK:
FRONT YARD = 25'
REAR YEAR = 25'
SIDE YARD = 7'
SIDE YARD (CORNER) = 15'
LOT 1 SHALL FACE SAVIN ROAD.
LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140, AND 149
SHALL FACE NUGGET TRAIL.
LOTS 3, 60. 85, 92, 100, 110, 123, AND 132
SHALL FACE CROHNS DRIVE.
LOT 68 SHALL FACE WARREN WAY.
LOT 114 SHALL FACE CEDAR POINT CIRCLE.
LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND
LIMITS AS REQUIRED SETBACKS.
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
5. DRAINAGE EASEMENTS ARE AS FOLLOWS:
7' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY
25' ALONG REAR PROPERTY LINES
15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES
ALONG MAJOR DRAINAGE ROUTES (AS SHOWN)
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
NUGGET TRAIL 4608.59 LF
CROHNS DRIVE 2111.72 LF
WARREN WAY 693.24 LF
CEDAR POINT CIRCLE 1,407.73 LF
TOTAL 6,921.28 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE"
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE REQUIRED:
149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC)
OPEN SPACE PROVIDED: POND AREA - 5.72 AC
OPEN SPACE - Q,23 AQ
TOTAL 6.01 AC
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO
$128,700.00 X (1.19 AC/55.39 AC) = S2,765.00
12. Q911II, RQQ$i...
PA hfmgAiili!0�
13, DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL
STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING
IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL
BE AT THE EXPENSE OF THE OWNER.
I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY APPROVED ON
THE ____ DAY OF _____ ----- 20__.. THE PRELIMINARY PLAT OF
SUBDIVISION AS SHOWN ON THIS PLAT. PRELIMINARY PLAT AFPROVAL IS VALID FOR A
PERIOD OF 12 MONTHS FROM THE ABOVE DATE OR AS E.`'ABLISHED UNDER THE VESTED
RIGHTS PROCEDURES, IF APPLICABLE.
PLANNING DIRECTOR DATE
CERTIFICATE OF SURVEY AND ACCURACY
1 _£DWARD T. NYAWAN, ✓R. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK -------- PAGE ) (OTHER); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK
_ _ PAGE THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 1Pi000+ •-
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH BOARD RULES. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF
A.D., 20_
SEAL OR STAMP OF SURVEYOR —
REGISTRATION NUMBER
EDWARD T. HYMAN. R.
PLAN ENDORSEMENT
DRAINAGE
DATE
WATER_
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DATE
SEWER
DATE
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VICINITY MAP
NTS
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SITE DATA:
1. OWNER/DEVELOPER:
HAP OF ELIZABETH CITY, LLC.
P.O. BOX 1100
ELIZABETH CITY, NC 27906
[phone]
2. TAX MAP # P90-37
PIN # 891303110942
DB 909, PG 254
THIS PROPERTY IS ZONED: R-10
3. TOTAL TRACT: 55.39 AC
AREA TO BE SUBDIVIDED: 55.39 AC
AREA DEDICATED TO RIGHT-OF-WAY: 8.01
AC
OPEN SPACE AREA: 6.01
AC
LOT AREA: 41.37
AC
TOTAL 55.39
AC
4. TYPICAL BUILDING SETBACK:
FRONT YARD = 25'
REAR YEAR = 25'
SIDE YARD = 7'
SIDE YARD (CORNER) = 15'
LOT 1 SHALL FACE SAVIN ROAD.
LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140.
AND 149
SHALL FACE NUGGET TRAIL.
LOTS 3, 60. 85, 92, 100, 110, 123. AND 132
SHALL FACE CROHNS DRIVE.
LOT 68 SHALL FACE WARREN WAY.
LOT 114 SHALL FACE CEDAR POINT CIRCLE.
LOTS THAT CONTAIN WETLANDS SHALL OBSERVE
WETLAND
N/F /
ADRIENNE D. BUNDY
D.B. 440. PG. 916
ZONE: R-10
VACANT
N/F
D.B. 748, PG. 529
KAREN ASHLEY COOPER
ZONE:R-10
VACANT
LIMITS AS REQUIRED SETBACKS. �� \
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, \
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS. \
5. DRAINAGE EASEMENTS ARE AS FOLLOWS:
7' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY I
25' ALONG REAR PROPERTY LINES \
15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES
ALONG MAJOR DRAINAGE ROUTES (AS SHOWN)
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
NUGGET TRAIL 4608.59 LF
CROHNS DRIVE 2111.72 LF
WARREN WAY 693.24 LF
CEDAR POINT CIRCLE 1,407.73 LF
TOTAL 6,921.28 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE"
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE REQUIRED:
149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC)
OPEN SPACE PROVIDED: POND AREA - 5.72 AC
OPEN SPACE - 0.29 AC
TOTAL 6.01 AC
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
$128.700.00 X (1.19 AC/55.39 AC) = S2,765.00
12. DETENTION PONDS TO BE AERATED.
13. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL
STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING
IN THE EASEMENT FOLLONANG ACCESS TO FACILITIES BY THE CITY SHALL
BE AT THE EXPENSE OF THE OWNER.
LEGEND
O CHANGE IN BEARING, PC, PT
BOUNDARY
- - - - - - - " - - - - 404 WETLAND LIMITS
PROPOSED PROPERTY LINE
R/W LINE
- - PROPERTY EXTENSION
- - - - - - - - - BUILDING SETBACK
- - - - - - - - - - - - UTILITY/DRAINAGE EASEMENT
CITY LIMITS
IL WETLAND AREA
FLOOD ZONE
NON -ENCROACHMENT ZONE
i
CITY LIMITS
N/F
M.B. 37, PG. 40
D.B. 854, PG. 860
JAMES C. TATUM
AIL 52.87' 56.0'r 3q9' 26 ZONE: R-15
44 i '?5• AGRICULTURAL
all,- 35.58 Op'
/\-----___ l
J o ro I i / •23
U�s3 I lQ a 1 52 ! r'�� e2 p8 1
! ILI, \. \ - - \\ \ of f 18,102 SF 1 0^ = 12,807 SF l I
LA, . (14,081 SF) I N It /(r p,7 51 /'r I r ` ` ` 3742
CITY LIMITS N
i \ ,� `, 15 DRAINAGE (nW :1 11,237 - {r O w / 2q
1L p \ 21,798 SF\ j EASEMENT t� / , 50 / (y
42 55 'C� (9,998 SF) �H'- r" 1 15' DRAINAGE t(pr r� > - _ _
I >< � / \ 6. O ' - L EASEMENT ! I M ^' 11, 173 SF I `v '� I / \ 8$5$,
32,286 SF _ _ _ _ _ _ _ _ - J to l 14,
/ �.�
(20,540 SF) \ \ \�, `'�-- - - - - ��� I I ro I O v / ram` "
\ 25' FRONT - _ _ 'I5' DRAINAGE / "' 10,935 SF
\\SETBACK ��� i, - C9 C70 - _ -I LEASEMENT �/ �M a 48 I 1p2p$.
8200' - J I 15' DRAINAGE ! 10, 662 SF
C8 - - - C. EASEMENT / I "' r� 47 \ 1 50.Op U
\ \ \ 82.0 - / r/ & ' LL25' REAR SETBACK/-7
.dr, \ 56 \ \ S3Y 0 20' D J (, Itn f0,408 9" / r DRAINAGE EASEMENT w r Q
r 15'36»W RAINAGf _ ! / h r 84.4$,
(19,550 \ \ \ \ \ / F,�� ` G50 C51 ?7� _ 82.00' & UnUTY BgSEMENl (TYP �� / 11, 796 SF I !,� ry r 74
- - 38y.09 2.00, - - J 20' CORNER
_ - _ - rn F- - _ L ` SETBACK
N C \\9 \\ \, �\,�1 -��N 1 68 T N 54.091 _ -��` / +n rn� l 45
• "V `�9+� ^7`•l I G 5 10 S 37' C71 - - J 2 / 10,000 SF l O
• •Q6• F\ T SIDE J N I 10, 000 SF l r 15,36" _ Cl2 - / 20' CORNER ry '
• \ \ SETBACK / ' 1)' • [" Ckg tyP / �\ 67 I r.i 20' CORNER I 1 - 8 W C, 10, 00 SF
�' 1, SETBACK o - - - 000' 14� 'S /��SETBACK J� O I w
/P P \\'`�O ���E,r; j / / �cA\ 10, 000 SF f A1� �g I 10'x70' NCDOi'1 1� Zp DRAINAGe & 259.47'r
EP / 15' DRAINAGE r.8>;_ J r o I SITE TRIANGLE / U 80, ` E" (EL 9) i.
f 57 \ '` y' EASEMENT I l u EASEM 0p 1 A 'F1�60 BEM C �� m
\ / l / 66 �- ,l I N 76 I / s ENT-(Typ 44.37• - - ZONE X" n
O \ �'rti 10, 000 SF ' i w or N M I /0 of/ &r lv' I �" _ - C6 �" �rA� to
24, 383 SF \ �� J�. �,{+� \ �- 0 m 1 1 N `8 77 pc - _ 6 -•w.l' - 95_�DRAINeGE _/
(19, 421 SF) �' �? qy, ^ 6� l W m I 69 I 3/ o 1 ',� O I 7 - C6 55.$1, " W EASEMENT _ ,J
"S\ / 03.50 A6" N .h /w !� 10, 137 sF al / r - _ 2 - -
\ S p0' I tO, 000 51 20' CORNER .l 78 3 / /'�- _ C16
'.? I!' Iv \ \ /, O 2P / / 68' I ' r� h !�=ECo 0 TBACK"r -
`• / O I10'x70' NCDOT S '
4� I 79
�P / \ \/ /1`L 25' REAR � J �l
� \ /' O"1 65 ,�•$'��Op SETBACK/ N^4 \ ! r 2 ! _ !15' DRAINAGE / co ry I 10, 180 SF SITE TRIANGLE 4 3$4j :36"
/� DRAINAGE r\/ 2�9Cl h 80,50' EASEMENT `l /LN O / `_3 W
10, 000 SF EASEMENT / >Z> t'\j 1 O J C JyYf 2 ��nb 80 1
25' FRONT r M r: -L4
\ / Q, :o / \ h N 1 •5,0� 80,pp• 15' DRAINAGE 10, OOD SF
2E REAR \ 1 S� SETBACK / h / r _ ,
SETBACK/ ' ^ \ <S\ / �10 ' 0'� h0 70 ! ' 1 E=SEMENT /2 l .. - - C7g
DRAINAGE 58 / ' ' / �2 p^' 00 •.Vy / ON31 8p•p0, �ETBACK ER
EASEMENT , �• W b `00' / 10, 000 SF 1 co r l 75 ! 79'0g"
I 21,J21 SF l' ^ / \ / /i U O I 138.? 80.0 ry 10, 000 SF / h - _
I (16,305 SF) / r Ur 1 / % \ /, O`O , `\ J2, 003 SF 25' REAR 2' 0' �! h ' / 20' CORNER / m 1�-
I r , EA DRAINAGE / m o DRAINAGE AGE EASEMENT ACK/3 A, 3$• r' / I/ f15 3 I
S\ \ EASEMENT /J I �?/ 4, 36» 3 ` SETBACK
L' / ' l 10, 000 SF l O h� 00 / ZQQ' /' ' S 41. \ [ �' W / J., 1E 'v /w '1'3b` J0,000
0�O // N, �C t�I h / �,� ro y. /\ ��Q �� lE DRAINAGE I o '� ! 1Q
F- _ 6'$8 , , r` p ti• / 25' NON•T 8>• o a rn 81 / r n' / EASEMENT -�I
I •i -L73. "-E`- "� y�1 �' / h ^ / 71 "� 1/ SETBACK \ \ R; / O v = Co n"' ' - z
�' r _4T y / / O 1, h �' 10,000 SF l ' °i r r l O H C- - - - 15,
116.4as / 10, 000 SF //, 1 l 713 / M -EA!
/15' DRAINAGE 1 /
f2, 898 SF EASEMENT /, l 10,000 SF 86.ip'
t n o 2• 15' DRAINAGE p' F. L ( r \
C4` h� ,' \ EASEMENT ?K' ,IOP 25' REAR h 1 r /` `25' FRONT/ 92.1
n • • ' ' I 1S "A"� / ' y / DRTABINAGE EASEMENT o N ?9• 46„ r n, 1 C m
a . 24.495 SF r r r I m 00• F\/ ' wP tiry q0' 1 / \ '\ 00/�000 / r 1 30' E V SETBACK I m
( Al O t�•. ,( r 14.15' 1� �b^^ m i'J
(10,236 SF) 63 1 vi ro h^ L / R�iu %� _ ' I �Zl w- J 'q
• � L I 10, 000 SF ^ DETENTION POND B rV1O �~ I/ / 2 r ^
n M ' L _ I w' SECTION 2 9S' / �' < 73 \ \ \ ^ /EASEMENT DRAINAGE J
• ' r -� 42,979.82 SF
I I a6 0 'S 22 TS43 W 0.99 AC �PV •� / { , /\ \ 10, 150 SF Y ryp. 82 712
L` �It i m rn r--120..00_ _ :o P O �O \�' !/ ti ` I i o^ n , I I N
1 fa
R �22`3 eh J2061 sF I U 1 aoo sF j
r i y . h0 ,hq \\Q• e ^0' J 25' REAR �'' N
1Z7.6.4'- - - w� r I 62 1 25' REAR ' rVOh' 2 V O,. 9Y, / �R� , 1 SETBACK/
o , I-" `r SETBACK/ ' " e• Cj". / �' / O v, 1 i , DRAINAGE "?
v / f -EASEMENT
10, 000 SF DRAINAGE EASEMENT ' Q� �yti �P, / 72
I� rn I \ ,
11 mo Y I r ^ ^ i I 10'x70' NCDOT J N QQ ro OP' 10,329 SF p^ 19++�'3"-E , `-'� 20�
OPEN SPACE /1 I m ,n •- i SITE TRIANGLE/ 8 gi4p r ___ _. ._-�.. \.,,\ 1 `tip ' J n � a
I 12,790 SF io rn ^ I h �\ Sg0 829» 0 ry, _ _ / / 00 iy3'Z3 r m N 1 E' , w
n ' I 0.29 AC 1 ' ' �,�,' / \ F\,, r h'O\. �i y
�, �T SIDE
_ 1 1 r,! `SETBACK , p ,1 111 y
___.--J� ' \\ 13je9 ' Ohy 14S93 �t�\ / h0 N, 83 �' A� Vy \1 10, 000 SF
5'-NON INGRESS/EGRESS BUFFER / 6f / n >�4g• O DETENTION POND B f
_S'2Y23' "'w' �r _ G ... ......,_ L. \ _ SECTION 1 > , 10, 000 SF 1 , 1 Z+ i,,m ,
N 2273745- E
5- - - - - - - H965 -
'v1.y 5' NON INGRESS/EGRESS
C44
BUFFER
r1
^ ' 20' CORNER
rI SETBACK
/
n
I
� � I 19,000,0 ---�
10'x70' NCDOT
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L SITE TRIANGLE
N22'23'45"E ! 204.1T
}
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N/F
TERRY COOPER & MARIANNE COOPER
1194P e
p Aso,
I\
16,070 SF -\ t-
Ro '1 o- I W ` \ I SETBACK � I SETBACK I I r w VRIYLRJ `1 \ -
`J � � 1 ISETBACK
I It SF I N �g>\ s 4a - J L J J L J L J L -A I 6-
3o F
clyy,,
10,000 SF i
L
7' SIDE
SETBACK '
D.B. $88, PG. 339 L i rn rn , \ 08�9\ - ---- ----- ----- ---- --
I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Ifl ZONE: R-15 _ 120' CORNER / �M ^• r,r I� 20' DRAINAGE &UTILITY EA MENT (TYP)
DEVELOPED - J 9 3'
[_SETBAC_�/ 1v /'/ \\\ �66•IY10881 C74 83.33' 83.33' 83.33' 80.63' 43.24' 3 Cl 2� DRp1NAG
79.1G, r h , / \ N18'57'49"E - 377.75' g333'
N3000'4q E 79.10' r �� h i / 93 3 (3p ter§45 - "'
L - 158.21' v I 10,761 SF/ / o I ' ' 100005
I mot\ ^ 1 _ r 20' CORNER / /,:,n row^` Cl DD - ^ _ " .�'1 r
15' DRAINAGE ;r
1 ao SETBACK ro h S 18'57'49" W 420.87' 3
EASEMENT ' rn ' / / h ro \ C101 10k70' N000T` © `
c� (- _ / - - 26.50' 85.00' 85.00' 85.00' 85.00' 54:39' �C y
o 1 O i a �25 f53'i8"�j1-/ 2 / \ 1 - - _ _ 20' DRAINAGE & LITY EASEMENT (TYP) 1 SITE TRIANGLE 1. ° JOOOO SF "'!
12,905 SF 1LlS.gg'- 94 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 132 Nib -AEASEMEN AGE
o `N/F a %- r-----------I -=l�
�p I TERRY COOPER & MARIANNE COOPER iv 1 - J ' I ` m 11,225 SF )s I B SETBACK ` m afl \ ,
i•• 25' FRONT 1O� SF
D.B. 392, PG. 313 o L-- „-E- , 15' DRAINAGE I 1 \ rn k�`20' CORNER\
`y- ZONE: R-15 ^ t,T-i$£9'69 1 ra` EASEMENT I rn• ry� 95 96 F�,', c�1 97 I = o I 98 11t^, c�1 99 h, d 100 1 O N o A SETBACK J g3.3
r- DEVELOPED _ _ t531II' - - - -1 ' ,' 109 1 N \ i�o' ai O I� O �b d O I Io I O Vri d f0,200 SF �b O 1�,� Z o' y \ 1 ' 126 W
*- r -" , , \ 6, 11,269 SF J0,200 SF 10,200 SF ry 10,200 SF 10,290 SF 1
1 ` 11, Of SF 1 \ ryry r� 25' REAR rryy °' > 'O w y �-'' S 0676
n a N' \ 7' SIDE `l `l /1; ^ = I SETBACK/ `l r:w O �' it , 63.33 I
ry I , m p, \ ` y, \ / ! SETBACK r I 115' DRAINAGE) I Z I 15' DRAINAGE I DRAINAGE I 20' CORNER -
-1- S EASEMENT SETBACK N, ?A r^ 98 ' 1
/ 9• EASEMENT f
5 r o L-- EASEMENT 5
Q I O � ------J L-----J L----J --J L - J L---- s44 v# I
C7 I 13921 SFCr ' r \ /�'S° / /\ O3, `A3• �y �` , G ` 1
Z I % v ` ,�y5' \ 21.69' S 18'57'49" W 105.78' 85.00" 85.00' 85.00" 85.00' 55.71' S 051 20' CORNER ort 148 c, t
;� (p, 91' r 1rm (9 p y
j N/F m i �` a � / \ 71.28' 85.00' 85.00' 85.00' 85.00' 85.00' 26.89' 45. , m a ?n r SETBACK 1' ° 10,000 SF b ^3
Q JACK A. COOPER & JOAN D. COOPER ))� 15' DR,
� D.B. 576, PG. 408 I" i �O'� • i p G O 4 0 b EASEME
ZONE: R-15 0 �i'� U%9% \ wG 11,803 SF ,4/, /-----� r-----, r-----, r------1 I------, r-----� r ` �� o IO, 000 SF P. `^1 7' SIDE
DEVELOPED i \• �TF•\\ { / I I i,r I I L� I I o ^' 1 tr11 SETBACK -
I ^ ` 10 �' 106 10 104 10 f02 101 1 0, 10'x70' NiDOT,-
\ G+ F9S \ ` `,.� �` \ -' SITE TRIANGLE) t'
0 1 O > •F Fy \ \ err 10, 892 SF ! r�� 10,200 SF �[.i r�� 10,200 SF ( 10,200 SF '1'r l 10,200 SF I[v 10,200 SF I.r�•r 10,286 SF I _ 83 33
SETBACK�18,582 SF / / // /�\ �i Off, C`96 FNI �r P \ \/E� / I� `1 vb `1 I� N 25' FRONT 'r, !�o 7' SIDE SETBACK CORNER - -
`l SETBACK SETBACK ` 5g 45'
I ( I r I In I r I N If f I z
DRAINAGE EASEMENT / / / / \ .f' _ _ _ _ _ _ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - I
/ F ---- L-----� L-----J L J L-- J------J -----�'
ma�cc'�.. /� \•SF 20' DRAINAGE & TILITY EASEMENT (TYP)
SETBAC3
I
•5^ .j/ 7' SIDE F C95 39.77' 85.00' 85.00' 85.00, 85.00' 85.00' C94
K NT C'3 N18'5T49"E _ 481.58'
1 ////// // // \\`�s NUGGET TRAIL(50'R/Wj
A 59 45, � .� 1 -A
N/F / / O 25' FRONT \ C•TS '` - � , -A O ,
D.B. 621, PG. 369 / 26,972 SF / / SETBACK �' N 183T49" E 481.58' C , /9
KATHRYN K. WEST & SAMUEL J. WEST r !! / / \ C34 C32 1 . ^A
ZONE: RMH-CUD ' Y / / / \ - 83.33' 83.33' 83.33' 83.33' 83.33' 56.96' C33 - _ \' , ,,. �� ,,1 10000 ,SF
I DEVELOPED I / - _ _ _ 20_ D AINAGE & UTILITY EASE ENT (TYP) _ _ _ _ _ 4 - _ _ -� ••t•3b, m1 16 `cw, , 4
_ _ _ _ _ _
10 000 SF
,3 FLOOD ZONE A 01 9) -, 1 a\ '
6 ` �1 6 ` �I I3 -t-.._ - -__� I -_.. - 6 I I 3 I 1 � 1 u+" T.
rtOn�, w, 20' CORNER`
o I / / 19, 149 SF /a1' ,�, O 1 ^l f0 I- d 11 1r ci �"'�• _ ""�� O II o O O �N w� o N N JSETB� i
1r rV q d q t q 15 0 17 1 c>. w c N _ 3•
12,873 SF f� a 10, 000 SF Ib rdryy 10,000 SF rdryy 110, 000 SF cdcyy 10, 000 SF (!o rdryy f4 �!o rd� I Io N I 10, 000 SF �' j1 w N, 0� '
I / / 25' REAR / / `1 `lj `l `l 10, 000 SF ' I 10, 000 SF 10,
SETBACK/ / / JJ; Z 15' DRAINAGE 20' CORNER �r , l` 4. Z6'28
DRAINAGE EASEMENT / / / I I IL I I I15' DRAINAGE) I I EASEMENT 1 SETBACK. �� yr Np5'
-- - - - EASEMENT
65.72' 146.09' 114.53' 96. 83.33' 1 83.33- = 3.33' -�3.av -- 83.33' 8,29' L1
- I- N78 7'49"E 94 .75' `
_ ..^
N/F
1 \ I I BRIARWOOD SECTION "A" I I ( �,,., I 105
P.B. 4, PG. 15
\ ZONED: R-10
I I ( DEVELOPED SUBDIVISION I I I I I I I 104
15 I 16 17 I 18 I 19 I 97 I 98 I 99 I 100 I ,101 I 102 (TO BE DER
ROADWAYDICATED 1
I \ \ \ 1 4 D
I I I I I I I I I I EXTENSION)
I 2 I 13
3 I 12
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
Cl
90'00'02"
25.00'
25.00'
39.27'
S6723'45"W
35.36'
C2
90'00'00"
25.00'
25.00'
39.27'
S22'36'15"E
35.36'
C3
6'03'13"
390.00'
20.62'
41.21'
N64'34'39"W
41.19'
C4
13*26'16"
390.00'
45.94'
91.47'
N54'49'54"W
91.26'
C5
11'46'25"
390.00'
40.21'
80.14'
N42'13'34"W
80.00'
C6
11'46'25"
390.00'
40.21'
80.14'
N30'27'09"W
80.00,
C7
13"19'18"
390.00'
45.54'
90.68'
N17'54'17"W
90.47'
C8
15'40'50"
390.00'
53.70'
106.73'
NO3-24'13"W
106.40'
C9
15'3040"
390.00'
53.12'
105.58'
N12-11'32"E
105.26'
C70
11*18'44"
390.00'
38.63'
77.00'
N25'36'14"E
76.88'
C71
1-33'35"
1025.00'
13.95'
27.90'
N32'02'24"E
7.90'
C12
2'52'24"
1025.00'
2&71'
51.40'
N34'15'24"E
51.40'
C13
90'00'00"
25.00'
25.00'
39.27'
S09'18'24"E
35.36'
C14
90'00'00"
25.00'
25.00'
39.27'
S80'41'36"W
35.36'
C15
O'13'53"
975.00'
1.97'
3.94'
S35'34'39"W
3.94'
C16
5*31'11"
975.00'
47.00'
93.93'
S32'42'07"W
93.89'
C17
4*46'13'
975.00'
40.61'
81.17'
S27'33'25"W
81.15'
C18
6'39'45"
255.00'
14.84'
29.65'
N28'30'11"E
29.64'
C19
14*07*04"
255.00'
31.58'
62.83'
N38'53'35"E
62.67'
C20
14'38'41"
255.00'
32.77'
65,18'
N53'16'28"E
65.00'
C21
14'38'411.
255.00'
32.77'
65.18'
N67'55'08"E
65.00'
C22
14*38*41"
255.00'
32.77'
65.18'
N82'33'49"E
65.00'
C23
1438'41"
255.00'
32.77'
65.18'
S82'47'30"E
65.00'
C24
11'37'00"
255.00'
25.94'
51.70'
S6939'40"E
51.61'
C25
11'20'01"
255.00'
25.30'
50.44'
S58'11'09"E
50.36'
C26
14'28'29"
255.00'
32.38'
64.42'
S45'16'54"E
64.25'
C27
14'33'31"
255.00'
32.57'
64.79'
S30'45'54"E
64.62'
C28
14'28'29"
255.00'
32.38'
64.42'
Si 6*14'54"E
64.25'
C29
14'27'07"
255.00'
32.33'
64.32'
SOI'47'06"E
64.15'
C30
89'59'59"
25.00'
25.00'
39.27'
N39'33'32"W
35.36'
C31
90'00'00"
25.00'
25.00'
39.27'
N50'26'28"E
35.36'
C32
8'44'45"
255.00'
19.50'
38.92'
S09'48'50"W
38.89'
C33
4'4636"
255.00'
10.64'
21.26'
Si 634'31"W
21.25
C34
13'1536"
255.00'
29.64'
59.01'
S25'35'37"W
58.88'
C35
15'09'23"
255.00'
33.93'
67.45'
S39'48'06"W
67.26'
C36
14'3135"
255.00'
32.50'
64.65'
S54'38'35"W
64.48'
C37
143135"
25&00'
32.50'
64.65'
S69'10'10"W
64.48'
C38
1431'35"
255.607
32.50'
64.65'
S83'41'46"W
64.48'
C39
14'31'35"
255.00'
32.50'
64.65'
N81'46'39"W
64.48'
C40
14'31'35"
255,00'
32,50'
64.65'
N67'15'04"W
64.48'
C41
2'03'54"
25&00'
4.60'
9.19'
N58'57'19"W
9.19'
C42
7356'09"
25.00'
18.82'
32.26'
N85'06'34"E
30.07'
C43
8'52'03"
205.00'
15.901
31.73'
N4342'28"E
31.70'
C44
16'52'41"
205.00'
30.41'
60.39'
N30'50'05"E
60.17'
C45
90'00'00"
25.00'
25.00'
39.27'
N2236'15"W
35.36'
C46
10'04'49"
340.00'
29.99'
59.82'
N62'33'51"W
59.74'
C47
17'19'27"
340.00'
51.80'
102.80'
N48'51'43"W
102.41'
C48
18'14'31"
340.00'
54.59'
108.25'
N31'04'44"W
107.79'
C49
18'14'31"
340.00'
54.59'
108.25'
N12'50'13"W
107.79'
C50
18*14*29"
340.00'
54.58'
108.25'
N05'24'17"E
107.79'
C51
16'44'05"
340.00'
50.01'
99.31'
N22-53.34"E
98.95'
C52
90'13'33"
25.00'
25.10'
39.37'
N76'22'22"E
3&42'
C53
4'23'48"
205.00'
7.87'
15.73'
S56'18'57"E
15.73'
C54
18'43'02"
205.00'
33.79'
66.97'
S44'45'32"E
66.67'
C55
11'21'21"
255.00'
25.35'
50.54'
N41'04'42"W
50.46'
C56
11-10'00"
255.00'
24.93'
49.70'
N52'20'22"W
49.62'
C57
106'03'51"
25.00'
33.21'
46.28'
S0453'26"E
39.95'
C58
10'50'51"
255.00'
24.21'
48.28'
N42'43'04"E
4&21'
C59
37'33'03"
25.00'
8.50'
16.38'
S56'04'10"W
16.09'
C60
3733'03"
25.00'
8.50'
16.38'
N86'22'47"W
16.09'
C61
9'58'05"
205.00'
17.88'
35.67'
N52'56'19"W
35.62'
C62
12'33'16"
205.00'
22.55'
44.92'
N41'40'39"W
44.83'
C63
13'31'13"
255.00'
30.23'
60.17'
S42'09'38"E
60.03'
C64
9'35'37"
255.00'
21.40'
42.70'
S53'43'03"E
42.65'
C65
89'46'27"
25.00'
24.90'
39.17'
N '3 "W
3 '
C66
2'05'39"
975.00'
17.82'
35.64'
N3218'26"E
35.63'
C67
2'20'21"
975.00'
19.91'
39.80'
N34'31'25"E
39.80'
C68
90'00'00"
25.00'
25.00'
39.27'
N80'41'36"E
35.36'
C69
610'50"
255.00'
13.77'
27.51'
N57'23'49"W
27.49'
C70
18'31'23"
255.00'
41.58'
82.44'
N69'44'56"W
82.08'
C71
5'32'55"
255.00'
12.36'
24.69'
N81'47'05"W
24.68'
C72
97'31'00"
25.00'
28.52'
42.55'
S35'48'03"E
37.60'
C73
6'00'22"
205.00'
10.75'
21.49'
S15'57'38"W
21.48'
C74
29.10'40"
205.00'
53.36'
104.40'
S33'33'09"W
103.27'
C75
7356'09"
25.00'
18,82'
32.26
SBY06'34"W
30.07'
C76
3015'08"
205.00'
55.41'
108,24'
N69'25'58"W
106.99'
C77
90100'00"
25,00,
25,00'
39.27'
N09'18'24"W
35.36'
C78
1'26'04"
1025.00'
12.83'
25.66'
S34'58'34"W
25.66'
C79
4'32'51"
1025.00'
40.70'
81.36'
S31'59'06"W
81.33'
C80
4'32'22"
1025.00'
40.63'
81.21'
S2726'30"W
81.19'
C81
11'42'28"
205.00'
21.02'
41.89'
N31'01'33"E
41.82'
C82
49'38'06"
205.00'
94.80'
177.59'
N61'41'50"E
172.09'
C83
5-37'27"
205.20
10.07'
20.12'
N891936"E
20.11'
C84
24'00'30"
205.00'
43.59
85.90'
S75'51'25"E
85.27'
C85
69'17'37"
25.00'
17.28'
30.24'
S29'12'21"E
28.43'
C86
90'00'00"
25.00'
2&00'
39.27'
S50'26'28"W
35.36'
C87
90'00'00"
25.00'
25.001
39.27'
N39'33'32"W
35.36'
C88
11 '42'23"
25.00'
6.18'
48.30'
N6 -47' "E
41. 3'
C89
41'46'56"
205.00'
78.25'
149.49'
S42'57'42"E
146.20'
C90
27-07'29"
205.00'
49.45'
97.05'
S08'30'29"E
96.15'
C91
0'23'12"
205.00'
0.69'
1.38'
SO514'51"W
1.38'
C92
90'00'00"
25.00'
25.00'
39.27'
S50'26'28"W
35.36'
C93
90'00'00"
25.00'
25.00'
39.27'
S39'33'32"E
35.36'
C94
13'31'21"
205.00'
24.30'
48.38'
S12'12'08"W
48.27'
C95
20'20'22"
205.00'
36.77'
72.77'
S29'08'00"W
72.39'
C96
3912'10"
205.00'
73.00'
140.26"
S58'54'16"W
137.54'
C97
36'32'55"
205.00'
67.70'
130.77'
N83'13'12"W
128.56'
C98
7-01'22"
205.00'
12.58'
25.13'
N61'26'03"W
25.11'
C99
106'03'51"
25.00'
33.21'
46.28'
N0453'26"W
39.95'
C100
17.14'29"
255.00'
38.66'
76.73'
S39'31'15"W
76.44'
C101
11'56'12"
255.00'
26.66'
S3.12'
S24'55'S5"W
53.03'
C102
76-28'39"
25.00'
19.70'
33.37' 1
N57'12'08"E 1
30.9E
LINE TABLE
LINE
BEARING
DISTANCE
Li
N22'23'45"E
30.00'
L2
S18'03'24"W
108.94'
L3
S2839'56"W
79.26'
L4
Stt'31'11"W
55.02'
L5
S02'50'17"E
32.93'
L6
S00'47'01"E
47.80'
L7
S2119'23"W
38.98'
L8
N09'42'19"E
43.91'
L9
S23'02'14"W
13.35'
L10
S31'29'09"W
7.90'
L11
N09'42'19"E
11.11'
L12
N18'57'49"E
13.12'
L13
S70'02'44"E
5.92'
L14
S35'41'36"W
19.78'
L15
S25'10'19"W
4.16'
Lib
N63'51'1 "W
17. 1'
L17
N63'51'10"W
19.49'
L18
N05-26'28"E
0.86'
L19
N05'26'28"E
10.84'
L20
N18'57'49"E
7.96'
L21
S31*15'36"W
22.62'
L22
N57'55'22"W
40.89'
L23
S35'41'36"W
19.78'
L24
N1857'49"E
3.88'
L25
N48'08'29"E
5.95'
L26
S2510'19"W
1.68'
L27
N63'51'10"W
18.33'
L28
58433'32"E
3.55'
L29
N63'51'10"W
19.35'
L30
S48'08'29"W
16.94'
L31
N05-26'28"E
10.84'
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
•�Ii11 Pi,\V•
EDWARD T. HYMAN. JR.
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
N �
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x

VICINITY MAP
NTS
.5
ASO
SITE DATA:
1. OWNER/OEVELOPER:
HAP OF ELIZABETH CITY, L-C.
P.O. BOX 1100
ELIZABETH CITY, NC 27906
[phone]
2. TAX MAP # P90-37
PIN # 891303110942
DB 909. PG 254
THIS PROPERTY IS ZONED: R-10
3. TOTAL TRACT: 55.39 AC
AREA TO BE SUBDIVIDED: 55.39 AC
AREA DEDICATED TO RIGHT-OF-WAY: 8.01 AC
OPEN SPACE AREA: 6.01 AC
LOT AREA- 41.37 AC
TOTAL 55.39 AC
4. TYPICAL BUILDING SETBACK:
FRONT YARD = 25'
REAR YEAR = 25'
SIDE YARD = 7'
SIDE YARD (CORNER) = 15'
LOT 1 SHALL FACE SAVIN ROAD.
LOTS 17, 18, 45, 46, 76, 80, 93, 101, 140, AND 149
SHALL FACE NUGGET TRAIL.
LOTS 3, 60, 85, 92. 100, 110, 123, AND 132
SHALL FACE CROHNS DRIVE.
LOT 68 SHALL FACE WARREN WAY,
LOT 114 SHALL FACE CEDAR POINT CIRCLE.
LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND
LIMITS AS REQUIRED SETBACKS.
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
5. DRAINAGE EASEMENTS ARE AS FOLLOWS:
7' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY
25' ALONG REAR PROPERTY LINES
15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES
ALONG MAJOR DRAINAGE ROUTES (AS SHOWN)
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
NUGGET TRAIL 4608.59 LF
CROHNS DRIVE 2111.72 LF
WARREN WAY 693.24 LF
CEDAR POINT CIRCLE 11,407.73 F
TOTAL 6,921.28 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 149 + PUMP STATION SITE + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE"
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE REQUIRED:
149 X 3.2 (3 BEDROOMS) = 476.80 X 108.9 = 51,923.52 SF (1.19 AC)
OPEN SPACE PROVIDED: POND AREA - 5.72 AC
OPEN SPACE _ q,29 ACC
TOTAL 6.01 AC
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
$128,700.00 X (1.19 AC/55.39 AC) = $2,765.00
12. DETENTION PONDS TO BE AERATED.
13. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL
STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING
IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL
BE AT THE EXPENSE OF THE OWNER.
LEGEND
® CHANGE IN BEARING, PC, PT
BOUNDARY
- " - " - - - " - 404 WETLAND LIMITS
PROPOSED PROPERTY LINE
R/W LINE
PROPERTY EXTENSION
- - - - - - - - - BUILDING SETBACK
- - - - - - - - - - - - UTILITY/DRAINAGE EASEMENT
CITY LIMITS
IL WETLAND AREA
" -_-. -- FLOOD ZONE
NON -ENCROACHMENT ZONE
CITY LIMITS
O'{`r 1p225
W,, 662 SF II r
W 25' REAR SETBACK/�
J to 4oB sF(O
DRAINAGE EASEMENT/
Ll 'c]� 46
S6tMENT (TIP _ 11, 796 SF
00' _j 20' CORNER `r
54.09- _ `L ` SETBACK
Cy
` l 1
NT (TYP). 4-
C66
C8
79
�10'x70' NCD07 _
I h 70,180 SF
1`� 2
IN ;� SITE TRIANGLE
i 80 /
J I 15' DRAINAGE6
L EASEMENT 12
) 10, 000 SF l
/I
_ J '20' CORNER
JS:ETBACK
c
18.22' 00.00'
I '37.2Ir
N 35.E
/ Fi mry
`t
N
10,000 SF
/15' DRAINAGE
`EASEENT
J
N y9
30 46" E U
114,75E
r
/15' DRAINAGE_, ,
r
EASEMENT 1'
r
r
o m
\ 12,061 SF
Ir
�
I,
11
1 T SIDE
N
o
J/J t` N! y
`SETBACK
83
0
10, 000
n
N 112.ODi'1 r = I"'
W
r 7 w
� , r�N
N
m
, O
B4 ,
'
10, 000 Sf'
in 25' REAR
`D
SETBACK/
\ DRAINAGE r
EASEMENT
1 _ - -F14
N13'I5'40
86 �_ vI 85 1, o
�� dq 10, 000 SF I�6nI
c�ylJ 10,000 SF 1
CORNER
In I I20 '�\1 I
-J L - - - - - - I L--_-,
_ITY EA MENT (TYP) - - - - - - - - - _ 1P
G
60.63E 43.24E ­E73
377.75'
iEMENT (TYP)
9B ��
2200 SF
15' DRAINAGE F
EASEMENT
-- - -J
f0
L
10,200
I
L - - - - -
J
LITY EASEMENT (TYP)
85.00'
481.58'
1
N/F
M.B. 37, PG. 40
D.B. 854, PG. 860
JAMES C. TATUM
' 84,gS 2� ZONE: R-15
' AGRICULTURAL
r�
o \ 74.79•
>
45 � /'82.88E S
l 10,000 SF / 44 83.33' 1 '
20' CORNER r - - _ 83.38
10,000 SF
SETBACK _� I w t"`t�15' DRAtNN�E f - - _ � 82.39E
L \ .i E„ (EL 9) I 1n 1 EASEMENT II w I -1 r - _ 0.98
FLY ZONE I �a o I 43 I a a 1 I I - l 1 -_ s4.ls
`FLOOD.ZONE "X" �rA1- 10, 000 SF rn o I 42 E. I ` 91.99-- /-CITY LIMITS
36. `15'�DRAIN�GEJ I Id' 10,000 SF 4 qq 41 {,� 115' DRAINAGE i 96.83E
5657, W EASEMENT J I75' DRAINAGE � I �� tl 10, 000 SF F�� qq� 40 E EASEMENT
CASEMENT 1 I°n �!:r tl O 'v j �I m I 1' _ 120.97E
Cl6 - - � _J I 15' DRAINAGE 25' FRONT ira 39 I ,
_ L EASEMENT I 10, 000 SF '' '� a o I 38 �" -7 !' _ _
_ _ J SETBACK i �' '''� 10, 000 SF I f b' Q 1 / _ _ 120.16E
Sq� Ci 7 - - - - - J L _..- _ _ h7' SIDE I f0,000 SF 1 cyd 37 b // `
cd
�536" N, 83.33E 83.33E - J L SETBACK Ji "' 1�15' DRAINAGE' I 10, 000 SF { / // 1 25' REAR _ 1
1 _ _ L EASEMENT/�o (SETBACK/
C78 S25'10'19,W 83,37E - _ I /a 36 / �'c. / DRAINAGE EASEMENT I
' c7g NUGGET TRAIL (50' R/�/) r 386,9T 84.1T 48.61E J \ /*' / 14,191 SF
7 (l6°0o� I �.Aryryl� C80 L 6 C1g ` \ / SETBACK FRONT SF 1 N ryW _ _ 87.04' S 25-10'19" µr C19 ` C \ f
NER rn ^!��� 20 DRAIN GE & UTILITY r 84.68E \\\ // 22,737 SF
o , _ EASEMENT r 386, 97'
10,000 SF I'� rn 116 I r�'- - - _)_ _ 83.57E
15' DRAINAGE I p 10,000 SF 11 _ 44'18'
l EASEMENT ro I rn © I - - - _ _ - - - C8/
I - � z � � 10,0005F �*q 118 I 1,l r---
1 ry �15' DRAINAGE '��y B 1 , �- _
L _ EASEMENT I b a 10, 000 Sf- 4� 11B y \
- ACK
,� I ry cp� 120 I 3 I 1 O� �,y / / 25' REAR I
ss.10 L _ _ _ _ J� i a a 10,000 SF 'C d O I " I 121 \` , 9G \ / / / / DRTABI AGE I
/ L _ IZ ;a 10, 000 SF 1 v O \ / 34 EASEMENT I
92.00E �7' SIDE '-I �a o I I�r • 1 \ ` O•
m J L _ SETBACK 1z 15' DRAINAGE 1 v "' f0, 000 SF i v _ry \` O� ? �� \ 17,917 SF I
87.05E (EASEMENT fO ��•^Y \ .N7 J
h N2674 85.85' J L _ _ Z K15' DRAINAGE�ri a 22 \ `4'y �% �\
28"E _ 84.69E _jL _EASEMENT J1z 1 11,492 SF i
\\ G C'N� v\\ / SS` - -
/
n' cd 752.15E 80.00E
I N 25' REAR 50 5`
SETBACK/ m o ' , 11,927 SF
DRAINAGE EASEMENT DRAINAGE '+
m �J J
Z DETENTION POND A g3.40 ,Z '1 EASEMENT
102,859.73 SF -' r L
2.36 AC 85,p3 _ o ' 14'31'50" W N F
r 20' CORNER Iv P --127.84E M.B. 37/PG. 40
847 8503E-';h SETBACK ' _ D.B. 854, PG. 860
1 , 12 I .r r rc`EASEMENT JAMESZONRC. T15 M
i 2tu p?� p3' �1 I v 1 SFr I I - AGRICULTURAL
. i p0 opp 8
5 1 ..'EASEMENT G��y, 24 ' `�", 10 z7OON 32 y:
628" W g503' ,,Tc' I , ,� Q N Wt f0, d00 SF P SITE TRIANGLE r� 10,000 SF
5 OS 2
w 85.03E Aw, \ 0, 000 SF
CITY LIMITS
126 1
\ w 25' FRONT J
'ON , o! 85.03 11 Q Vt 10, 000 SF , o r ; \SETBACK J 1. _ - 5063E
` _ , �p m ,� ' - 95 p3 r I I
17' SIDE
g5 p3 1 fO,Q�'Sf 1 ^'1 15' DRAINAGE-/, SETBACK
u1,EASEMENT
_ 1�
J i 128 N y EASEMEN J obi M , 1 31 i
51.21E _ -'1, 129 10,000 SF be+' "A J 1'' EASEMENT ( ) 8503 0 w
33 83 ' "1 N ' 1 10,000 SF I
r LA 130 N `'' f0, 000 SF J 1� 2o'ORPINPGE
b+ yy OS• C6 r L _ I
"1 10, 000 SF ^'3 L_ - - 550 111 qg' , 2S'08'50- W- J
)RNER _ Iot,��`QQQ,
CK % �" 10,00000 SF `"'1 7' SIDE J �1.� 55.0 53.33
I 1
1't cql SETBACK
' SF 1 754.2 _
r N , \ 20'f0, 000 SF
J 1' -"" E ^n^n 83.33 >.b ` 1r m
'- 8503 Np526 Z8" 5or YV Y'' 33 - - --� r ' �+' o , SETBACKNER 1 ' o� z , l 10, 000 SF
_ _ ` _ r 15' DRAINAGEI
g5 p3 CROWNS pRNE l 3 83 , r25' FRONT 1 ,1 139 ` -N T'"7'3T'2$" JI M r LI�EASEMENT
10, 000 SF 118.4fi - ro
-- , Z1 SETBACK 1 o w` S 26'08'S0" W, o
_y1..17 S 6 ZS 33 i"(P) ,. l_ 138 ` o ws r =r 120.00E
05'Z '1 1� o N 15' DRAINAGE �, /
µENT (_ -A p ' 1 10, 000 SF , f \EASEMENT _
g3 33 & i1UiY gA - ` 15• DRAINAGE
A 136 1 /O�' ` 15' DRAINAGEf� L� f0, 624 SF� r I EASEMENT Z
33 20 _ _ ,y ppP ` �EASEMENT� \
"5
3� `1 10, 000 w' SETBACK/ REA'` �1 1' 83.33E \ �, 10,000 SF I
/34 1 o w1 SF i- `� DRAINAGE) 1- _ 33,
EASEMENT 83'i/�--
_ /0� � , 15' DRAINAGES \�o-t �,�j
10 x70 NCDOT1 /3 cy` ` o N EASEMENT , L 33• '1 142 'W �.i\ `0
' p /
SITE TRIANGLE yu� 10,000 SF by �` £ 11- r 1 a `� IO,OSF / `ry '/✓�SETBACK FRONT \, /
192 15' DRAINAGE , 33 , 'P '\ O WELL SITE M.B. 22, PG. 8
\ O , `�EASEMENT� g3 uA 1® 1 o w, 1 `15' DRAINAG /' / 28 1 / N/F
f0, 000 SF I _ �, L-' g333 I 144 �} 1Q 000 SF ,\ o N / EASEM� j ' \ 11, 696 SF 1 WATER SYSTEM
/ PASQUOTANK COUNTY
�20' CORNER, r O p ,
A SETBACK J (' -1 W b cc.,�� m ` / ^ ' , ^ \ 1
g3 33' _ 10,, 000 SF p "I
05 26 28 W , A 7® �p �t I //1 15' DRAINAGE
`J EASEMENI�
`n g3 33 rn 1 146 t� 10, 000 SF 1 • "4 7' SIDE
w ` , \ O i, 25' FRONT R71 SETBACK
84 45 , \ N �+, 10, 000 SF SETBACK _ - 81 g5
ui 14 o w , 15' DRAINAGE 9
10, 000 SF 1 o N• I, !`EASEMENT - - j i (iYP)g3.33• \ O \
m;�SETBACKNE� df0000 SF y �j /1�_�NpGE �g 3YA� / 16,021 SF/15' DRAINAGE f - ZO' D 5580GT SIDE y2 y / \ EASEMENT _ _ - 3; L '/ ^ \ SETBACK I \ i- 400- RADIUS (NO DEVELOPMENT)
70, 000 SF P "'� S SIDE J/ 1� i \ U, p 1 \/
\ , 10'x70' NCDOT ( �� SETBACK i _ - 83 35 " NOGGEt Tplp11. l5 _ I ="_, \ ��\ 12,560 .SF 25' RE
\ ' CITY uLI+ITi' I /
SITE TRIANGLE J _ Zg E 07' 83. _ J ElJ\
' I _ - 83.33 Np5.26, J g3 33 S. _ _ - Z , DRAISETB\
1 1 m 1 25 �iR "j DRAINAGE \ •�'
5g 45
_' , �1 24 , N W, 10, 189 SF \ `L\ �EASEME-NT�,
? E E83'MENT 21 10, 000 SF 1 p N 1 15• DRAINAGE \
628" �' c,� \EASEMENT �,
N O g3.33 & i1U'1Y "= '"` r 25' FRONT c 23>o v1l, j 1101
20, DµpINA' � -A SETBACK y 10, 000 SF \ f'` 330 j8
1� rp71 22 �f1 \ �EASEMENTT, J� g7? 1
83.33E _ - c,y 00 SF p
Sg,45 - - - �.... \ 21 p �,a` 10,0 -,NO ¢1 29 E \ , 121
p 1 -A z0 o w tooco sF 120
" 1 9A 15' DRAINAGE` _ 3 .8 1
\ 10, 000 SF 1 £ EASEMENT 119
w�
a33 1 1 1
nu r r CAxIILNI 11 TV) _ �; 16 p- "�7 'v, uuu �r r r o vn„rrvn�e
_ELQDD_LON€ _ _ _ _ __ __ _ _...: y� EASEMEN , 1 1
Y 1-�- 1
- - - 7I... r FLOOD ZONE I" 3 (EL ) i � ` m m W, 10, 000 SF � _
13 ``� ��� 1 N� ctOi` �1 20' CORNE� , .3 ' 5g8 37 1 1 1 116 117
d :- b 16 G- , �� >, b U1, SETBACK L
anw o.N N
f5 I �o o I 17 w� W�
7 SF 10,000 SFJJ; n N I loom .Ar ?1 to,000 SF Zr
115E DRAINAGE) I z I 15' DRAINAGEI 20' CORNER) J �� m 2 4.A •2628
. - - J CASEMENT - J EASEMENT _j L SETBACK.- ` Z, 50 00E Np5 , \ 109
108
g0.
L, 9 t ,
1104 107 106
105 1
102 (TO BE DEDICATED
FOR �-
ROADWAY EXTENSION)
-EX-V-W _-�� gpL1PR%
- I
N/F
PHASE II SUMMERFIELD
M.B. 34, PG. 10-13
ZONE: R-10, R-8
DEVELOPED SUBDIVISION
I Cl I on•nn'r»"I os nn'I 1.
CZ
90'00'00"
25.00E
25.00E
39.27'
S22'36'15"E
35.36'
C3
6'03'13"
390.00E
20.62E
41.21'
N64'34'39"W
41.19'
C4
13'26'16"
390.00E
45.94E
91.47'
N54'49'54"W
91,26'
C5
11'46'25"
390.00E
40.21E
80.14'
N42'13'34"W
80.00'
C6
11'46'25"
390.00E
40.21E
80.14'
N30'27'09"W
80.00'
C7
13*19118"
390-00'
45.54E
90.68'
N1754'17"W
90,47'
C8
15'40.50"
390.00E
53.70E
106.73'
NO3'24'13"W
106.40'
C9
15'30'40"
390.00'
S3.12'
105.58E
N12*11'32"E
105.26'
CIO
11'18'44"
390.00'
38.63'
77.00'
N2536'14"E
76.88E
C11
1'33'35"
1025.00'
13.95'
27.90'
N32'02'24"E
27.90'
C12
2'52'24"
1025.00'
25.71'
51.40'
N34'15'24"E
51.40'
C13
9WOO GO"
25.00'
25,00'
39,27' S09'18'24"E
35.36'
C14
90'00'00'
25.00'
25.00'
39.27' S80'41'36"W
35.36'
-
O'13'S3"
975.00E
1.97E
3.94E S3534'39"W
3.94E
C16
5*31*11"
975.00E
47.00E
93.93E S32'42'07"W
93.89'
C17
4'46'13"
975.00E
40.61E
81.17E S27'33'25"W
81.15'
C18
6-39'45"
255.00E
14.84E
29.65E N28-30.11"E
29.64E
C19
14'07'04"
255.00E
31.58E
62.83E N38'53'35"E
62.67E
C20
1438'41"
255.00E
32.77E
65.18E N53'16'28"E
65.00'
C21
14-38'41"
255.00-1
32.77E
65.18E N67'55'08"E
65.00"
C22
14'38'41"
255.00E
32.7T
65.18E N82'33'49"E
65.00'
C23
14'38'41"
255.00E
32.77E
65.18E S82'47'30"E
65.00E
C24
11'37'00"
255.00'
25.94'
51.70' S69'39'40"E
51.61E
C25
11'20'01"
255.00E
25.30'
S0.44' S58'11'09"E
50.36'
C26
14'28'29"
255.00'
32.38E
64.42E S45'16'S4"E
64.25'
C27
1433'31"
255.00E
32.57'
64.79E S30'45'54"E
64.62'
C28
14'28'29"
255.00E
32.38E
64.42E S16*14'54"E
64.25E
C29
14'27107"
255.00'
32.33'
64.32E S01'47'06"E
64,15'
C30
8959'59"
25.00E
25.00E
39.27' N39'3332"W
35.36'
C31
90'00'00"
25.00E
25.00'
39.27E N50'26'28"E
35.36'
C32
8'44'45"
255.00E
19.50'
38.92' S09-48'50"W
38.89'
C33
4'46'36"
255.00'
In RA
21.26' S16'34'31"W
21.25'
C34
13*15'36"
255.00'
29.64'
59.01' S25'35'37"W
58.88'
C35
15'09'23"
255.00'
33.93'
67.45' S39'48'06"W
67.26'
C36
14'31'35"
255.00'
32.50'
64.65' S54'38'35"W
64.48'
C37
14.31'35"
255.00'
32.50'
64.65' S69'10'10"W
64,48'
C38
14'31'35"
255.00'
32.50'
64.65' S83'41'46"W
64.48'
C39
14'31'35"
255.00'
32.50'
64.65' N81'4639"W
64,48E
C40
14'3135"
255.00E
32.50E
64.65' N67'15'04"W
64.48E
C41
2'03'54"
255.00'
4.60'
9.19' N58'57'19"W
9,19E
C42
73'56'09"
25.00E
18.82E
32.26E N85'O6'34"E
30.07'
C43
8'52'03"
205.00E
15.90E
31.73' N43'42'28"E
31.70'
C44
16'52'41"
205.00E
30.41E
60.39E N30'S0'05"E
60.17E
C45
90'00'00"
25.00E
25.00'
39.27' N2236'15"W
35.36E
C46
10'04'49"
340.00E
29.99'
59.82' N6233'51"W
59.74'
C47
17.7 g'27"
340.00'
S1.80'
102.80' N48051'43"W
102,41'
C48
18'74'31"
340.00E
54.59'
108.25' N31'04'44"W
107.79'
C49
15014'31"
340.00E
54.59'
108.25' N72'S0'13"W
107.79'
C50
18*14'29"
340.00'
54.58'
108.25 N05'24'17"E
107.79E
C51
i6'44'OS"
340.00'
50.01'
99.31' N22'53'34"E
gg.g5'
C52
90'1333"
25.00'
25.10E
39.3T N76'22'22"E
35.42E
C53
4'23'48"
205.00'
7.87'
15.73' S56'18'57"E
15.73E
C54
18'43'02"
205.00E
33.79'
66.9T S44'45'32"E
66.67E
C55
11'21'21"
255.00E
25.35'
S0.54' N41'04'42"W
50.46'
C56
11*10,00"
255.00'
24.93'
49.70' N52'20'22"W
49.62'
C57
106'03'S1"
25.00'
33.21E
46.28E SO4'53'26"E
39.95'
C58
10'S0'S1"
255.00E
24.21'
48.28' N42'43'04"E
48.21'
C59
3T33'03"
25.00'
8.50'
16.38E S56'04'10"W
16.09'
C60
3T33'03"
25.00E
8.50'
16.38' N86'22'41 w
16.09'
C61
9.58'05"
205.00E
17.88E
35.6T N52-56'19"W
35.62E
C62
12'33'16"
205.00E
22.55E
44.92E N41'40'39"W
44.83'
C63
13'31'13"
255.00E
30.23E
60.17' S42'09'38"E
60.03'
C64
9'3537"
255.00E
21.40'
42.70' S53'43'03"E
42.65'
C65
'46' 7"
5.00E
4.90E
39.17' N1 '37' "W
35. 9'
C66
2'OS'39"
975.00E
17.82E
35.64E N32'18'26"E
35.63'
C67
2'20'21"
975.00E
19.91E
39.80E
N34'31'25"E
39.80E
C68
90'00'00"
25.00E
25.00'
39.27'
N80'41'36"E
35.36'
C69
6'10'50"
255.00E
13.77E
27.51E
N5723'49"W
27.49'
C70
18.31'23"
255.00E
41.58E
82.44'
N69'44'56"W
82.08'
C71
5'32'55"
255.00E
12.36E
24.69'
N81'47'05"W
24.68'
C72
97'31'00"
25.00'
28.52E
42.55'
S35'48'03"E
37.60'
C73
6'00'22"
205.00E
10.75'
21.49'
S15'57'38"W
21.48'
C74
29'10'40"
205.00E
53.36E
104.40E
S33'33'09"W
103.27E
C75
73'56'09"
25.00'
18.82E
32.26E
S85'06' 4"W
30.07E
C76
30'15'08"
205.00E
55.41E
108.24E
N69'25'S8"W
106.99E
C77
90.00'00"
25,00'
25.00E
39.2T
N09'18'24"W
35.36E
C78
1'26'04" 1025.00E
12.83E
25.66E
S34'58'34"W
25.66'
C79
4'32'51" 1025.00E
40.70'
81.36E
S31'S9'O6"W
81.33E
C80
432'22" 1025.00'
40.63E
81.21E
S27'2630"W
81.19'
C81
11-42'28"
205.00'
21.02'
41.89'
N31'01'33"E
41.82E
C82
49'38'06"
205.00E
94.80E
177.59E
N61'41'S0"E
172.09E
C83
5'37'27"
205.00'
10.07'
20.12'
N89'19'36"E
20,11E
C84
'7'3
2
43.59'
85.90'
S75'51'25"E
85.27'
C85
69'1737" "
25.00' 5.00E
17.28'
30.24'
S29'12'21"E
28.43'
C86
90'00'00"
25.00'
25.00E
39.27'
S50'26'28"W
35.36'
C87
90'00'00"
25.00E
25.00'
39.27'
N3933'32"W
35.36'
C88 110-4
'23"
25. '
36.1
4 0'
N '47' "E
41,1 '
C89
41'46'56"
205.00'
78.25' 149.49'
S42'57'42"E
146.20'
C90
27'07'29"
205.00'
49.45'
97.05'
S08'30'29"E
96.15'
C91
0*23'12"
205.00'
0.69'
1.38'
S05-14'51"W
1.38'
C92
90'00'00"
25.00'
25.00'
39.27'
S50'26'28"W
35.36'
C93
90'00'00"
25.00'
25.00'
39.27'
S39'33'32"E
35.36'
C94
13'31'21"
205.00'
24.30'
48.38E
S12'12'08"W
48,27'
C95
20'20'22"
205.00'
36.77E
72.77E
S29'08'00"W
72.39'
C96
39y2'10"
205.00E
73.00' 140.26'
S58'54'16"W
137.54'
C97
36'32'S5"
205.00'
67.70' 130.77'
1\18313'12"W
128.56E
98
7'01'22-
205.00'
12.58E
25.13'
N61'26'03"W
25,71E
106'03'51"
rccc%1900&1�
25.00'
33.21E
46.28'
N04'53'26"W
39.95'
17'14'29"
255.00'
38.66E
76.73'
S39'31'15"W
76.44E
17'S6'12; 255.00E
26.66E
53.12'
S24-55'55"W
53.03E
C102
76'28'39"
25.00E
19.70E
33.37E 1
N57-12'08"E
30.95E
LINE TABLE
LINE
BEARING
DISTANCE
L1
N22'23'45"E
30.00E
L2
S18'03'24"W
108.94'
L3
S28'39'56"W
79.26'
L4
S11'31'11"W
55.02'
L5
S02'50'17"E
32.93'
L6
SOO'47'01"E
47.80'
L7
S21'19'23"W
38.98'
L8
N09'42'19"E
43.91'
L9
S23'02'14"W
13.35'
L10
S31'29'09"W
7.90'
Lit
NO9'42'19"E
11.11'
L12
N18'57'49"E
13.12'
L13
S70'02'44"E
5.92'
L14
S3541'36"W
19.78'
L15
S25'10'19"W
4.16'
Lib
N6351'1 "W
17. 1'
L17
N63-51-10"W
19.49'
L18
NOS'26'28"E
0.86'
Li9
N05'26'28"E
10.84'
L20
N18'57'49"E
7.96'
L21
S31*15'36"W
22.62'
L22
N57'55'22"W
40.89'
L23
S35'41'36"W
19.78'
L24
N18'57'49"E
3.88'
L25
N48'08'29"E
5.95'
L26
S25'1 O'19"W
1.68'
L27
N63'51'10"W
18.33'
L28
584.33'32"E
3.55'
L29
N63'51'10"W
19.35'
L30
S48'08'29"W
16.94E
131
NO',*9W28"E
10.84'
N
M.
y C
U
�o
U
i
0
'Q
U
y
R ? o
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE x ro
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
,o
r
OQO 3'4 H y
It n e u w W�l
0
in
EDWARD T. HYMAN. JR. w
a:
n
0
m �
GRAPHIC SCALE Q
x
60 0 30 60 120
( IN FEET )
T inch = 60 ft.
x

,
VICINITY MAP
NTS
7EONOp ?pNe \�
• OACMFNT - SWALE BEGIN
\\ ADRIENNE D. BUN\ \ INV. = 7.00 SEE DETENTION POND
N i Ir• a 3-_. SHEETNF
N DETAIL
D.B. 440, 916 - _--- -- - -- M.B. 37/PG. 40
/ ZONE:ACANT10 - - D.B. 854, PG. 860
ZONE:
R-15
- �- NVTLET2.00E -- AGRICULTURATURA
L
>< - -- -
15-
53 O-
- AL
18162 SF 82 -
(14;081 SF) �� 1 907 SrS
�.I '� M J11i _-- ?1 ..: 11,237 5F
clqq,, .� f �9B NUGGET TRAIL NUGGET TRAIL 50
�.,. ,P�� - 5 (9, 998 3K). STA. 07+5A n
O ''.�� �! _-- STA, 07+39.30
\ � 9 9t ! `� • 32,286 5' " STORM MANHOLE p 15 CURB INLET y 21 + 11, 173 SF
ASO�' A O _ r (20,540 Sr) _.-_ _
TC ELEV. > 9.35 T V.
°� OG
,.' C ELE 920
INV. - 2.25 INV. = 6.00 q NUGGET TRAIL 10,g35 SF
,� .�� _ / • ; CURB HIGH POINT 09+75.38
_ ELEV. = 965
S
-INSTALL SILT FENCE � . CURB INUET 111 2 _
C ELEV. = 9.3, _ 10,662 SF
ALONG WETLAND LIMITS INV. = 4.60 -
v
�� �� ��� •,_ CURB HIGH POINT ..
ELEV. > 9.90
47
10,408 SF
= l 34,550 ,,. �" ' .. 46
. NUGGET TRAIL NUGGET TRAIL CURB HIGH POINT NUGGET 11,7965
STA. 07+05.26 5
STA. 07+52.97 ELEV. = 9.85 E L
j STORM MANHOLE M 14 CURB INLET 22 STA. 13+15,36
U TC ELEV. = 9.35 6B TO ELEV. CEDAR POINT CIR
5.30 STA. 01+19.69
_ - it 000. NUGGET TRAIL CURB INLET 27
CURB HIGH POINT 67 80 STA. 09+89.08 TC ELEV. = 9.30
illlc I NUGGET TRAIL ELEV. = 9.90 ---- -- - CURB INLET N 23 INV. = 6.10
STA. 03+80.72 1q 000 TC ELEV. = 9.35
, iu
I
ti.
CURB HIGH POINT
INV. 4.50
CURB INLET i� 1 ELEV. = 9.90 NUGGET TRAIL 'III a�y�l°
TC ELEV = 9.40 66 STAG06+91'L 76
57 "INV. STA. 11 CURB INLET IL14i4n
10, 000 SF STORM MANHOLE 11113
�/ 25
2AJ83 SF , TC ELEV. = 9.35 CURB HIGH POINT 77 TC ELEV. = 9.85 _ Y7
,(19, 427 SF) INV. = 2.65 69 ELEV. 9.90 INV. = 4.25 NUGGET TRAIL
10,f37 SF STA. 13+15.33
7B
y� OUTFLOW 79 10,000 SF CEDAR POINT CIRCLE
STRUCTURE f0, 162 SF STA. 01+70.25
/ -- - 79 CURB INLET N 26
65 WARREN WAY PC : f0, TC ELEV. = 9.30 180 SF INV. = 5.50
10,000 SF STA. 01+97.15 1*7g.22
/ CURB INLET M 14 72
NUGGET TRAIL TO ELEV. = 9.35 WARREN WAY 10,000sr
'I STA. 03+56.13 INV. = 6.10 STA. 02+16.73
I CURB INLET M 2 70 CURB INLET M 13
38 TC ELEV 9.35 '
' •.� , IN ELEV. = 9.35 / I -�.=-� OUTFACE .
I� In
1,321 5F ,2 INV. = 5.10 /• f0, 000 Si' INV. 3.30 75 ELEV. > 4.00
JIL (%6,3055`) r 12,00.�SF
CURB
G
f0,000 SF / �"2i . ELEV.
HIG9.7501NT
_ CURB HIGH POINT 74
ELEV. = 9.90 NUGGET TRAIL 71 0STA. 02+45.52
/�lllcto. 000 sr
CURB INLET M 51 10,000 SF 74 .R �q, p...__ CEDAR POINT CIRCLE
° TC ELEV. = 9.80 WARREN WAY . ..I' STA. 03+78.05
N� INV. = 4.90 CURB HIGH POINT 1218Y8 SF
D.B. 748. PG. 529 �� ELEV. 9.80 STA. 02+80.52 .p4' CURB INLET 49
CURB INLET /j 12 SITE DATA: O CURB HIGH POINT WARREN WAY _ .#�• '4 OUTFACE 83 ITC ELEV. = 35
h TC ELEV. - 9.80 'IY
ZONE:R-10 ELEV. = 9.90 STA. 04+31.06 INV. - 3.40 O INV. = 3.00 - INV. > 3.25
KAREN ASHLEY COOPER � 59
1. OWNER/DEVELOPER: -_ VACANT F SF RC > 1+81.5 N TC CURB
INLE= 9.60 73
HAP OF ELIZABETH CITY, LLC.
P.O. BOX 1100� II 63 K OUTFACE B2
ELIZABETH CITY, NO 27906 \ - 10,000 SF ; $ $ INV. = 5.85
-.. '� INV. = 3.00
[phone] A �
O
N 73 ;
3 Id.� DETENTIONPED
ONDB 10,150 SF
2. THIS PROPERTY IS ZONED: R-10 - n SECTION 2 14,526.08 SF CURB HIGH POINT O
'
3. AREA TO BE SUBDIVIDED: 55.39 AC `.
1 ,1 Ic,i I'-% �- � � 0.33 AC � � ELEV. = 9.80 �,., •' Q 12061 SF 5
4. TOTAL DISTURBED AREA: 54.72 AC \ \ 62 $ P CEDAR POINT CIRCLE
� � $ STA. 04+52,40
_ + ' 7Y / T /
5. TOTAL IMPERVIOUS AREA: 33.62 AC CURB INLET 111 48
TBM - PK NAIL
14000 SF,
F TO ELEV, - 9.75
PERCENT IMPERVIOUS: 60.7X IN PAVEMENT _ -- EX. 15" CMP ' • 3.40
ELEV. = 8.52 li \ INV - 4.71 WARREN IWAY9 I
6. SMALLEST OVERALL LOT = 10,000 SF NAVD 88 \ _ TO BE REMOVED
1 NUGGET TRAIL - ` "6 ( $ CURB HIGH POINT
STA. 00+26.28 -GE ,._ CURBINLET0610 ELEV. 9.75
7. LINEAR FOOTAGE OF PROPOSED STREETS: / / f- -
NUGGET TRAIL 4608.59 LF CROHNS DRIVE NUGGET TRAIL 78 TO ELEV. > 9.60 i' r
CROHNS DRIVE 2111.72 LF // I _I, --...._I STA. 01+72.41 _ ' STA. 00+20.31 - - -_ -,-_.
WARREN WAY 693.24 LF GRAVEL 20' X UC ENP. /I /' CURB INLET M 4 CROHNS DRIVE - - O INV. 3.65 I '
TC ELEV. = 9.30 STA. 02+16.06 O
TOTALEVERGREEN DRIVE 3,153.75 LF ENTRANCE (SEE DETAIL) 'i' 0 INV. = 6.00 CURB INLET # 3 - Q_ _ PROPOSED 10, 000 SF
' � TC ELEV. = 9.30 - � 12, 0f8 SF C
-' - ' -- DETENTION POND B CEDAR POINT CIR LE
• _ SECTION 1 STA. 05+33.66 >
B. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT ., CURB HIGH POINT ELEV. 9.95 = d " - _ '- ' "-n5b,�43.�5 SF = 1.22 AC \ CURB INLET 47
PROPERTY LINES. ii l Q ELEV. = 9.65 60 WARREN WAY. _ i TO ELEV. > 9,35
r x IM' i /1 ' II II _ ) STA. 05+45.91 =
9. TOTAL NUMBER OF LOTS: 149 &OPEN SPACE _---�J Ills f0000 SF CURB INLET 9 i��.(�
INV. 3.55
I
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" I II I' STAH03+48.86 NV.E 3.85 9 95 \ EX. DITCH TO BE FILLED - -- 1 - -
_ _
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J _ CROHNS DRIVE CURB INLET #
DATED OCTOBER 5, 2004. �Fx E04' 9.85 -+h STA. 01+72.34 ?SWALE BEGIN TC ELEV. = 9.30 +8 •9 - \ -_- 3'
-- ll I,II CURB INLET 5 n INV. = 8.00 . INV. = 4.30 - --- -
11. TOTAL OPEN SPACE PROVIDED: 5.99 AC LV III I --- 3--- TC ELEV. = 9.30 + • _ f0, 000 SF -
12. DETENTION PONDS TO BE AERATED. �'�Ii - INV. = 6.10 CURB HIGH POINT - __
10 000 SF -- - - -
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UIIUTIES
1XN4►U]
DRAINAGE AREA 1
DRAINAGE AREA 2
ROAD CENTER LINE
- __ --
EXISTING CONTOUR
900
PROPOSED CONTOUR
- - - -
EXISTING DITCH
- - -
PROPOSED DITCH
-0 ❑ ❑
SILT FENCE
PROPOSED SIDEWALK
MATCH LINE
■ ■
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
RIP -RAP
m
SEWER MANHOLE
CHECK DAM
DRAINAGE FLOW
BENCHMARK
10
PIPE/CULVERT
INLET PROTECTION
WOODS LINE
1�00d 6�
• wV b -� ICI � 0.. - � 1\ � CROHNS DRIVE
CROHNS DRIVE
STA. 03+62,78
C1117
II l� I I TC ELEV. = 9.25URB INLET '
INV. = 6.10
IIII C 070 ,18SF URB HIGH PO
I� j /I ELEV. = 9.55
N I A
TERRY OPER & MARIANNE COOPEFIV R
D.B.88, PG. 339 11485 SF
1 �-----_- -
I ;ONE: R-15
NUGGET TRAIL
,I DEVELOPED STA. 44+74.69
Ili �I CURB INLET 16
30" FES
INV. = 5.70 O 9 TC ELEV. = .15
I'I I INV. = 4.35
I
TERRY OP& MA IANNE COOPER I I EXITOS BE REMOVEDP
D.8. 392, PG. 313
ji ZONE: R-15
II I DEVELOPED
I
I C!J
I -
CURB HIGH POINT
,� II ELEV. = 9.45
O �I I� {r • IN', SF
N/F
�I JACK A. OPER & JOAN D. COOPERI
I a ! NUGGET TRAIL
II I B. 576, PG. 408 N STA. 42+99.75
ZONE: R-15
111. S CURB INLET 2(
I I I jl� I DEVELOPED z TC ELEV. = 9.10
w INV. - 6.00
m
to I O
E> i'Iv 18,W2 SF 11101
o
EX. INV. = 7.44
' I N/F O
I I D. E621, PG. 369 I 25,,972 SF
KATHRYN Z STRMHS CUD L J. WEST II
05+00.78
48 1
IREN WAY
. 06+76.66
B INLET B 8 f0000 CURB HIGH POINT
ELEV. = 9.55 ELEV. = 9.75
= 4.05 CROHNS DRIVE
66N
TCRELEVLET 9A5 90 89 B8 B7 B6 85
INV. = 4.30 10,OSF `, 10,000 SF 10,000 SF 10,000 SF ...__-_.1$000 SF __._. _.
CROHNS DRIVE
STA. 12+07.02
d CEDAR POINT CIRi
CROHNS DRIVE STA. 07+63.22
+4 STA. 09Z05 CURB INLET 111 45
I CURB HIGH POINT CURB INLET 42 TO ELEV. = 9.35
HIGH POINT TC ELEV. = 9.10 INV. = 3.90
ELEV - 9 65
BEGIN
.E
7.50
d•
INSTALL NCDOT
~
RICADES
�
�
SEE DETE
_-
OUTLET C
E BEGIN Lv
SEIEET//..1
= 7.50
kCEDAR
T TRAIL
YAF3+65.83INV.
POINT CIRCLE
"" ».,•
STA. 01+19.69
- _
CURB INLET $ 29
5 TO ELEV. = 9.30
"`•-
INV. = 6.10
0
f0000 SF
OUTLET
INV = .
"AE" (EL 9
C4j
_rLoOCZONE
FC00 ZONE
CURB H GH POINT f0, 006
ELEV. = 9
5
UGGET TRAIL
77
TA. 15+46.89
STORM MANHOLI
TC ELEV. - 9.3
..,.
INV- = 3.75
0,000' U
UGGET TRAIL
CURB HIGH POINT
STA. 15+50.50
NUGGET TRAIL ELEV. = 9.75
STORM MANHOLE
STA. 13+65.83
TC ELEV. - 9.30
CEDAR POINT CIRCLE 17
INV. - 3.35
STA. 01+70.25 10,000 SF 75
CURB HIGH POINT CURB INLET 28
116
ELEV, = 9.75 TC ELEV. = 9.30
10,000 SF
INV. = 6.00
11
in
CEDAR POINT CIRCLE pUTFLOW
STA. 03+49.42 STRUCTURE
CURB INLET 19 50
TC ELEV. = 9.40
NV. = 6.40
1f2 l
10,000 SF
PR
4+74•e '"f
DETENI
55,893.89
n
( LULV. = 9.55 - INV. = 5.00 CURB HIGH POINT
---- ELEV. = 9.70
MINE
93
10, 761 SF JO CROHNS DRIVE
PT STA. 06+40.00
44+82.96 SWALE CURB INLET # 16
TO ELEV. = 9.05
INV. = 5.70 STA. 12 DRIVE '
INV. = 5.30 CURB HIGH POINT CURB HIGH POINT STA. 12+12.59
CROHNS DRIVE
NUGGET TRAIL ELEV. = 9.65 \ ELEV. = 9.70 CEDAR POINT CIRCLE
CUR ONLET 78
STA, INLET 79 94 - A 14
CURB INLET 17 --� - ' ----- TO B INLET 40
TC ELEV. = 9.15 -=`."- -SF TC EV. = 9.101 M EL
INV. = 4.30- F Inv yam_ INV. = 4.40 = 9.35
U _ - I O O INV. = 4.00
f09 0.� EX DITCH Tp B - 96 9 98 \. 99 f00
10 - FILLED 11,269 - -_- \ 10,200 _W -- 10200 SF 10,2d0 St 10,290 SF
11, 017 Sf ._.
CURB HIGH POINT
ELEV. = 9.45 j
§WALE HIGH POINT SWALE ``�
INV, = 7.70 - - ����- CURB HIGH POINT..
INV. = 5.70 -_ ELEV. 9.75
.. .. -
NUGGET TRAIL SWALE BEGIN -
STA. 43+08.07 11,803 SF INV. - 7.70
CURB INLET 111 19
TC ELEV. = 9.10 p©`°"J ® f04 f0 f02 f01
INV. = 4.50 v
14892 3F WOO SF- tI SF 10,200 SF' 1 200 SF 14200 SF
- " --- NUGGET TRAIL NUGGET TRAIL
O NUGGET TRAIL STA. 36+89.28 STA. 34+97.35
II STA. 39+44.28 CURB INLET k 34 CEDAR POINT CIR
CURB HIGH POINT CURB INLET / 36 TC ELEV. = 9.30 STA. 10+52.16
ELEV. - 9.70 $ TO
ELEV. = 9.15 INV. - 4.80 CURB INLET # 39
rn TC ELEV. = 9.35
10 CURB HIGH POINT CURB HIGH POINT INV. = 4.35
�, ELEV. = 9.80N ELEV. = 9.70 I pie
000 SF
DAR POINT CIRCLE
A. 05+61.55
RB INLET # 46
ELEV. = 9.35
6.05
PUMP STATION
AREA
3 HIGH POINT
= 9.75
131
7f0
f0,000 SF
10,000
CROHNS DRIVE
STA. 12+60.35
CEDAR POINT CIRCLE
CURB HI
07+62.22
ELEV. _
CURB INLET i) 44
TC ELEV. - 9.35
'
ilfSTA.
INV. = 5-45
r�
,.
EX. Dli C 10,06 70 BE ILL.
101000 SF-"-
CROHNS DRIVE
STA. 15+16.34
CURB INLET k 70
C ELEV. - 9,30
INV = A75
1
11
CURB HIGH POINT
INS DRIVE
12+60.35
ELEV. - 9.50
Q
POINT CIRCLE
8,R
08+12.74
f0,000 SF
1 INLET 11 43
Q
NUGGET TRAIL
LEV. - 9.35
- 6.05
10,000 SF
STA.
DROP INLET # 88
RIM - 7.50
10," SF
INV, > 8.00
SWBeEG�N
INV. Al!_
�0
CURB HIGH POINT NUGGET TRAIL
CURB HIGH POINT `
ELEV. 9.80
ELEV. 9.70 STA. 34+97.35
NUGGETTRAILCEDAR
IEW
POINT CIRCLE
T. 36+44,45CURB
INLET 11 33 A (EL 9) STA. 11+02.74
CURB INLET # 32
O
�-
TC ELEV. 9.30 TO ELEV. 9,35
INV. 4.45
INV. 4.��
19, 149 SF f0
11
f3
=
16
12,873 SF O0
f0
14
O
0, 000 SF 10, 000 SF f0,000 SF
,I I I '.-_ f0,000 SF � 9,000 SF 10," SF
I�l% i I
Ir II ---;1}
- l -._,.30 FES ELEV. =CURB 19.80GH 1N
F _ 4 I I - _---� __ _ EX. DITCH TO BE UNDIS ED INV. 5.50 -
_.. - -
\
>~ b
PWBOOD SECTION "A" G5N I - - EX. INV. 6.7fi W� Ix I V _G_7_1
BRIAR-�
1 1`
5{I� ZONED: R-10 1
DEVELOPED SUBDIVISION
CEDARNT
14 RIET 9 31
II ;� z TC
INV.ELEV.60
4.80
I \ 13 \ I I I I I I I I I I PROPOSED
II / 1110 - lei" CMP
NV' START = 6.75
I , � � I � EXISTING 48" CMP
it } III I I INV. = 5.70 INV END = 6.50
TIE TO I
3 I 12 I I PAVEMEI
ELEV. _
G r=
rr j
i I
I('I
VI 'III
11A
IL7 I`dv
- f"
70°�®
- SF
- -�.
1 000 SF
NUGGET TRAIL
STA. 34+46.84
CEDAR POINT CIRCLE CURB HII
STA. 10+52.23
ELEV. _
CURB INLET N 38
TC ELEV. = 9.35
INV- = 5-95
E)
0, 000 SF
;GET TRAIL
1. 31+95.95
IS INLET 111 88
ELEV, - 9.30
= 5.20
PERMIT DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
PIPE INFORMATION TABLE
NUMBERILENGTHI
SIZE
TYPE
INVERT IN
INVERT OUT
1
1 38'
1 24"
CMP
5.20
5.10
2
1 105'
1 30"
CMP
5.10
4.90
3
224'
1 30"
CMP
4.90
4.55
4
39'
18"
CMP
0.10
8.00
5
45'
15
CMP
6.00
5.90
6
139'
36
CMP
4.55
4.30
7
S-o
1a
CMP
6.10
6.00
8
152'
36"
CMP
4.30
-
4.05
9
28'
18"
CMP
6.00
5.90
10
'13 8
24"
CMP
4.50
4.30
12
33'
30"
CMP
4.35
4.30
13
168'
30"
CMP
4.30
4.05
14
30'
24
_TM -P
5.30
5.25
15
153'
3o
CMP
4.30
4.05
18
130'
42"
CMP
4.05
3.85
17
112'
42"
CMP
3.85
3.65
18
27'
18"
CMP
5.85
5.80
19
150'
48"
CMP
3.85
3.40
20
87'
48"
CMP
3.40
3.30
21
33'
18"
CMP
6.10
8.00
23
27'
18"
CMP
6.00
5.90
24
23 4'
2 4"
CMP
5.30
4 .50
25
30'
2.
CMP
4.60
4.50
26
160'
30"
CMP
4.50
4.25
27
166'
24"
CMP
5.50
4.25
28
48'
15"
CMP
6.10
5.50
29
48'
15"
CMP
6.10
6.00
30
48'
18"
CMP
6.00
5.50
31
27'
15"
CMP
5.90
5.80
32
241'
18"
CMP
4.80
4.45
33
43'
18
CMP
5.80
1 5.70
34
333'
24"
CMP
5.20
4.80
35
152'
42"x29"
CMP
4.70
4.45
37
52'
24
CMP
4.80
4.70
38
48'
36
CMP
4.45
4.35
39
48'
15"
CMP
6.05
5.95
40
49
18
CMP
5.95
5.85
42
237'
49"x33"
CMP
4.35
4.00
43
37'
24
CMP
5.00
4.90
44
247'
30"
CMP
4.40
4.00
45
1 52
42"
CMP
4.00
3.90
46
f 48
18
CMP
6.05
5.95
47
5V
24"
CMP
5.45
5.35
48
231'
57"x38"
CMP
3.90
3.55
50
39'
15"
CMP
6.05
5.60
51
83'
48"
CMP
3.55
3.40
52
79
4_
CMP
3.40
1 3.25
53
39,
15"
CMP
6.40
6.00
54
27'
18"
CMP
5.30
5.25
55
341'
24"
CMP
5.25
4.75
56
163'
42"x29"
CMP
4.75
4.50
57
27'
24"
CMP
5.30
4.75
58
27'
15"
CMP
5.75
5.25
59
233'
24"
CMP
5.25
4.90
60
54'
35"x24"
CMP
4.90
4.80
61
201'
42"x29"
CMP
4.80
4.50
62
27'
24"
CMP
5.25
5.20
63
132
24"
CMP
5.20
5.00
84
131'
35"x24"
CMP
5.00
4.80
65
27'
30"
CMP
4.80
4.75
66
340'
42"x29"
CMP
4.75
4.25
67
159
57"x38"
CMP
4.25
4.00
88
27'
24"
CMP
5.25
5.15
69
132
30"
CMP 1
4.70
4.50
70
131'
30
CMP 1
4.50
4.30
71
29
36"
CMP
4.30
4.25
72
1 172'
36"
CMP
4.25
4.00
73
159'
48"
CMP
3.25
3.00
74
198'
71"x47"
CMP
3.30
3.00
75
151'
42"
CMP
4.00
3.35
78
37'
49"x33"
CMP
3.35
3.25
77
139'
49"x33"
CMP
3.25
3.00
78
108'
48"
CMP
-1.00
-1.00
79
66,
48"
CMP
3.00
2.65
80
117'
48"
CMP
2.65
2.35
81
52'
57"x38"
CMP
2.35
2.25
82
172'
57"x38"
CMP
2.25
2.00
A
127'
18"
CMP
5.70
5.30
B
127'
18"
CMP
5.70
5.30
C
136'
18"
CMP
5.50
5.00
D
126'
18"
CMP
5.60
5.25
E
131'
24"
CMP
5.45
5.25
F
128'
24"
CMP
5.45
5.25
G
144'
24"
CMP
4.90
4.60
H
137'
35"x24"
CMP
5.50
5.30
I
131'
18"
CMP
5.70
5.30
J
81,
18"
CMP
5.70
5.30
K
165'
30"
CMP
5.70
4.35
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
' CURB HIGH POINT TC ELEV. - 9.30
ELEV. - 9.90 1 IINV. = 5.25
GET TRAIL `----
34+46.84 20
AR POINT CIRCLE
14 O 10.000 SF
INLET
'B INLET # 37 19
ELEV. = 9.35
= 6.05 10, 000 5F
1
, SF
IE v t 0l
I
CURB HIGH POINT
�. ELEV. = 9.80
106
105
104
� I
CEDAR POINT CIRCLE EX. INV_ =
STA. 13+42.33
CURB INLET 111 30 ,
TO ELEV. - 8.60
INV. - 5.90
ga\wilt
A TEMP. GRAVEL CONSTRUCTION ENTRANCE
HAS BEEN SHOWN AT THE SAVIN ROAD
ENTRANCE. IF CONSTRUCTION TRAFFIC
USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL
CONSTRUCTION HALL NEED TO BE INSTALLED HERE.
INSTALL ADDITIONAL PAVEMENT AS
SHOWN. CONTRACTOR TO MATCH GRADE
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
NOTE: ALL CURB INLETS SHALT_
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
GRAPHIC SCALE 80 0 30 so 20
( IN FEET )
1 inch = 60 ft.
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t 1 1 t t t 1 t t t t t t t

VICINITY MAP
NTS
!SO
SITE DATA:
1. OWNER/DEVELOPER:
HAP OF ELIZABETH CITY, LLC.
P.O. BOX 1100
ELIZABETH CITY, NC 27906
[phone]
2. THIS PROPERTY IS ZONED: R-10
3. AREA TO BE SUBDIVIDED: 55.39 AC
4. TOTAL DISTURBED AREA: 54.72 AC
5. TOTAL IMPERVIOUS AREA: 33.62 AC
PERCENT IMPERVIOUS: 60.7%
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
NUGGET TRAIL 4608.59 LF
CROHNS DRIVE 2111.72 LF
WARREN WAY 693.24 LF
EVERGREEN DRIVE 1-407.73 LF
TOTAL 3,153.75 LF
B. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 149 & OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE"
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE PROVIDED: 5.99 AC
12. DETENTION PONDS TO BE AERATED.
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISRNG
UTILITIES
LEGEND
DRAINAGE AREA 1
DRAINAGE AREA 2
ROAD CENTER LINE
>--- -
EXISTING CONTOUR
9.00
PROPOSED CONTOUR
-
- EXISTING DITCH
PROPOSED DITCH
SILT FENCE
PROPOSED SIDEWALK
MATCH LINE
® ■ ■
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
-..
PROPOSED PAVEMENT
RIP -RAP
®
SEWER MANHOLE
CHECK DAM
DRAINAGE FLOW
BENCHMARK
10
PIPE/CULVERT
INLET PROTECTION
WOODS LINE
ti
ti
SWALE BEGIN
INV. = 7.50 INSTALL NCDOT ? (u
TYPE 3 BARRICADES C 2
O 1`\ i SEE DETENTION POND
\� r --- OUTLET DETAIL N/F
f0, 662 SF SWALE BEGIN U 47 SHEET# 12 M.B. 37, PG. 40
INV. 7.50 1�
. - i III D.B. 854, PG. 880
10, 408 SF ^ ` -- JAMES C. \
�- _- � ZONE: R-1515
O 's( NUGGET TRAIL YAR- PIPE SWALE BEGIN AGRICULTURAL
STA. 13+65.83 INV. = 7.00
B HIGH POINT 11,796 SF CEDAR POINT CIRCLE "\ -. INV. = 5.70
= 9.85 NUGGET TRAIL STA. 01+19.69
STA. 13+15.36 CURB INLET # 29
CEDAR POINT CIRCLE TC ELEV. = 9.30
STA. 01+19.69 INV. = 6.10 ' ' ,.:-.. -. E
CURB INLET # 27 0 4 =� �= _ - `! HARD P5.70
' TC ELEV. = 9.30 10, 000 Sr OUTLET PIPE -
INV = 3.00
.. - "AE" (EL 9
FLOOD ZONE 43 B
9. ZONE CURB HIGH POINT 42
:T # 25 --�� FL000 ELEV. = 9.75 10, 000 SF 41 D--
= 9.85 _------'- 27 NUGGET TRAIL n 101000 Sr O O
'-5 NUGGET TRAIL 77 STA. 15+46.89 °' 10, 000 Sr
`�"^*' '` STORM MANHOLE 11 + NUGGET TRAIL 10,000 SF 39 ,
STA. 13+15.33 . '�. r.,,.�.� � � # STA. i6+33.89
CEDAR POINT CIRCLE �` `$"'. t a �„ NC ELEV. 25 9.30 II CURB INLET # 53 10, 000 SF
F STA. 01+70.25 '`' """.' = TC ELEV. = 9.30
79 CURB INLET # 26 , . i- INV. = 5.30 0, 000 0
a NUGGET TRAIL
10, 180 Sr TC ELEV. = 9.30 - " CURB HIGH POINT WALE BEGIN
^. m, STA. 19+6 AL 10, 000 SF
A 1
INV. = 5.50 �' '� x. -, _ ELEV. = 9.85 CURB INLET 55 S
# + INV.
72 0 o TC ELEV. = 9.30 N 36 I
f0, 000 SF _ INV. = 5.30
t " If 14,191 SF
U NUGGET TRAIL
0000 SF a r, STA. 15+50.50 NUGGET TRAIL CURB HIGH POINT 35
NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE # 10 STA. 16+31.41
STA. 13+65.83 TC ELEV. = 9.30 # 54
CURB INLET CURB HIGH POINT a 22,731 SF
C H POINT - CEDAR POINT CIRCLE 115 INV. = 3.35 TC ELEV. = 9.30 ELEV. = 9.85
ELEV. = STA. 01+70.25 INV. = 5.25 s. II I
' �w#Tr� t'k t.�
f0000 SF 76 116 - ^"i * y a I CURB IGH POINT
CURB HIGH POINT CURB INLET # 28
TC ELEV. = 9.30 11. NUGGET TRAIL
B7 INV. = 6.00 'I 10,000 SF 10,000 SF 118 'r STA. 19+72.53 1�f ,
11 f0, 000 SF 119 TC CURBINLET
56
1 9.30
CEDAR POINT CIRCLE 2O INV. 4.75 I I
II
STA. 03+78.05 nnn Cr 10,000 SF
CURB INLET # 49 = CEDAR POINT CIRCLE - 10,000 SF 121 C RB HIGH POINT •74
TC ELEV. = 9.35 A. 03+49.42 OUTFL 56
-'INV. = 3.25 STRUCTURE f0, 000 SF 17,917 SF
CURB INLET # 50 A
TC ELEV. = 9.40 12 I A
OU TFALL 82 73 INV. = 6.40
INV. = 3.00 11, 492 SF
OUTFALL Al
INV. - 4.50
NUGGET TRAIL I I
STA. 23+35.27
12,061 SF 5 10,000 SF CURB INLET # 59 I. - - TC ELEV. - 9.20 33
CEDAR POINT CIRCLE !2 �- , _ INV. = 4.90
STA. INLET 40 / �� 81 ,927 SF
CURB INLET # 48 PROPOSED _ .I SWALE
TC ELEV. = 9.75 I' DETENTION POND A _ NUGGET TRAIL
INV. = 3.40 7q,67 55,893.89 SF 1.28 AC - - " STA. 22+88.13 `
CURB HIGH POINT T OUTFACE A2 CURB INLET # 6 O N/F
INV. = 4.50 . - 9.30
ELEV. = 9.75 - ' TC ELEVINV. = 4.80 _ M.B. 37, PG. 40
200 - - _- I D.B. 854, PG. 860
111 /
1 JAMES C. TATUM
3.00 - \ ZONE: R-15
(9)%0, 000 SF �',^ 1 / .. 4, OUTFALL A3 AGRICULTURAL
51 .
10, 000 SF CEDAR POINT CIRCLE 1 �2•�5 -4 �� INV. = 4-00 \ 124 10,001 sf• J2 II I
i
u
CEDAR POINT CIRCLER STA. 05+61.55 '
STA. 05+33.66 '1 CURB INLET # 46 / 10, 00 SF PT a Y3+8110,000 SF
CURB INLET # 47 " TC ELEV. = 9.35 9.� 90
TC ELEV. = 9.35 INV. - 6.05
INV = 3.55 k / -. ' 126 67 10, 000 SF I I
PUMP STATION 10, 000 SF CURB HIGH POINT CURB HIGH POINT ELEV. 9.90 ELEV. = 9.60
CROHNS DRIVE
AREA \ - 10, 000 Sr STA. 18+56.46 14 3) SWALE BEGIN EGI
10, 000 SF • ; _,, 12
ICURB 10, 000 SF TC ELEV. = 9 304 10, 000 SF
INV. 4.25 ,
- EX. DIT� 10,000 SF EXISTING 15' CMP
TO BE REMOVED
- -- _ - TO BE FILLED CURB HIGH POINT.. CURB HIGH POINT �� NUGGET TRAIL
r �
48 CURB HIGH POW T _ - _-:-- . _ ELEV. = 9.90 "1 ELEV. = 9.90 STA. 25+66.38
ELEV. = 9.75 131 10, 000 SF _._:: - - ..- .,., CURB INLET 9 58 II
CROHNS DRIVE �= -- TC ELEV. = 20 4
CURB HIGH POINT STA. 15+16,34 .: CROHNS DRIVE 14 - INV. = 5.25 ;I I
ELEV. = 9.75 1 1f0 F CURB INLET 70 STA. 18+44.55
O - CURB INLET # 83 10,000 SF 30
00
f0, 000 Sr
TC ELEV. - 9.30
INV. = 4.75 TO ELEV. = 9.30 NUGGET TRAIL 10, 000 SF
O O I;!I INV. = 4.30 STA. 25+65.00 I
STAH07+ POINT
ELEV. = 9.80 ELEV. HIGH POINT r'' f39 11 CURB INLET # 57 I I SWALE
-- -... YP000 _w_.______ STA. 12+60.35 1y TC ELEV. = 9.20 INV. = 5.60
CROHNS DRIVE CEDAR POINT CIRCLE CURB HIGH POINT _ jI
STA. 12+07.02 10, 000 Sr INV. = 5.75 O
CEDAR POINT CIRCLE CURB INLET # 44 70'
STA. 07+63.22 TC ELEV. = 9.35 �i;l ® PC a 25+85.87
CURB INLET # 45 INV. = 5.45 CROHNS DRIVE I1 000 SF \
TC ELEV. = 9.35 14f
INV. 3.90 STA. 15+11.21 SWALE
CURB HIGH P INT CURB INLET # 69 10, 000 SF I'', INV. = 7.60 10, 624 SF 28
ELEV.
INV. = 4.80
10,00o SF
CURB HIGH POINT I ��
UUHe HIUH rulN r STA. 12+12.59
''.
ELEV. = 9.70 CEDAR POINT CIRCLE
STA. OB+18.14
.CURB INLET # 40
r TC ELEV.
98
_ INV.
99 00
0,200 SF
10200--V- f0,290 SF
CURB HIGH POINT
ELEV. = 9.75
SWALE BEGIN
INV. = 7.70
f0
02 f01
1 200 SF
f0,200 Sr
GET TRAIL
NUGGET TRAIL
36+89.28
STA. 34+97.35
3 INLET # 34
CEDAR POINT CIR
:LEV. = 9.30
STA. 10+52.16
4.80
CURB CURB INLET # 39
TC ELEV. = 9.35
CURB HIGH POINT INV. 4.35
ELEV. = 9_70
IHNS DRIVE ELEV. = 9.80 ip ppp ,pF
12+60.35 34 SWALE BEGIN '
BAR POINT CIRCLE 64 INV. = 8.30 NUGGET TRAIL
08+12.74 10, 000 SF STA.
IB INLET .# 43 Q DROP INLET # 67
ELEV. = 9.35 NUGGET TRAIL RIM = 7.00 10,000 SF
= 6.05 10, 000 SF STA. 4� '' INV. = 4.50 69 N
DROP INLET # 68 m 4 O CURB HIGH P 2B /WELL SITE M.B. 22, PG. 8
RIM - 7.50 IWATER
10,000 SF INV. = 5.00 44 0 11i I��'1 f000p SF ELEV. = 9.80 11, 696 SF I PA QUOTA K�COUNTY
SWALE BEGIN 8 1 NUGGET TRAIL I. INV = 8 30 �/ 10,000 SF =. STA. 28+62.55
NUGGET TRAIL (ELEV. = 9.70 I STA. 34+97.35
STA. 36+44.45 CEDAR POINT CIRCLE
CURB INLET # 33 A (EL 9) STA. 11+02.74
TC ELEV. = 9.30 CURB INLET # 32
INV. = 4.70 TC ELEV. = 9.35
16 INV. = 4.45
4 15 O
H f0, 000 SF
0 SF �1.(J, 000 SF 10,000 SF
CURB HIGH POINT
30 FES ELEV. = 9.80
INV. = 5.50 _
' 1' CEDAR POINT CIRCLE
STA. 13+42.33
CURB INLET # 31
TO ELEV. = 8.60
IN
INV. = 4.80
II' PROPOSED
110'-18"CMP
EXISTING 48" CMP INV. START = 6.75
INV. - 5.70 1 INV. END 6.50
__-.-
TTE TO I
II PAVEMEI
ELEV. _
E, ill
CURB HIGH POINT
CURB INLET # 62
/ 1010Op SF �I % • --�- m TC ELEV. = 9.30
14 m LI INV. = 4.70
10, 000 SF
63 IIII 27 I \ WELL
HIGH POINT 16,021 5F I
= 9.75 10,000 SF CURB HIGH POINT = NUGGET TRAIL ELEV. = 9.90 \
V! - 10, STA. 31+95.98
'~ CURB INLET # 66 v
TC ELEV. = 9.30 ..
_ i _ .. II
NUGGET TRAIL
8 CIRCLE - r NUGGET TRAIL
"�, - INV = 5.20 26 I
_ STA. 28+64.89 ,��
NUGGET TRAIL - -e �t I 12,560 SF \
CURB INLET 38 CURB HIGH POINT -_ B_ $ CURB INLET # 61 d✓ 1l
CURBTO ELEV. = 9.30 ? 25 --
STA, 10+52.23 ELEV. = 9.90 ELEV.
HIGH
9.90POINT INV. = 5.25 ' I
24
0, 189 SF
TC ELEV. = 9.35 r � _
INV. = 5.95 /
10, 000 SF 2 SWALE BEGIN \
NUGGET TRAIL 10'. F 4� INV. = 7.50
STA. 31+95.98 22
CURB INLET # 6 1II {I> ui
CURB HIGH POINT TC ELEV. = 9.30 10,000 SF 121
i
NUGGET TRAIL
ELEV. = 9.90 INV. = 5.25 21 \ 120
- \ \
F f0,000 SF
STA. 34+46.84 ?0 24" FES
CEDAR POINT CIRCLE A ELEV. = 5.45 1 1 9
STA. 1INLET 4 10,000 SF
CURB INLET # 37 1g
TC ELEV. = 9.35 SWALE BEGIN
INV. = 6.05
10, 000 SF \
'•.T INV. = 7.45 \ \ 1
0 SF 11 %
INV. = 5.45 116
115 \ 1
109 \ 1
i
CURB HIGH POINT ` \ ' 108 \ \ 1 N/F
_ EI_€V. = 9.80
\ 107 1 \ PHASE II SUMMERFIELD
M.B. 34, PG. 10-13
106 \ \ �� \ ZONE: R-10, R-8
\ DEVELOPED SUBDIVISION
105
104 \
CEDAR POINT CIRCLE\ EX. INV. = 6.35\
STA. 13+42.33 .I 1
I, CURB INLET # 30� -- -
TC ELEV. = 8.60
INV. = 5.90 -0
bA TEMP. GRAVEL
8R\P�w000
STING 9 ff OONSTRU E S AENTRANCE I
CONSTRUCTION
I
N ROAD
ITENTRANCE. FFIC
8.76 --- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL
CONSTRUCTION WILL NEED TO BE INSTALLED HERE.
II INSTALL ADDITIONAL PAVEMENT AS
SHOWN. CONTRACTOR TO MATCH GRADE
PIPE INFORMATION TABLE
NUMBER
LENGTH
SIZE
TYPE
INVERT IN
INVERT OUT
1
38'
24"
CMP
5.20
5.10
2
105'
30'
CMP
5.10
4.90
3
224'
30"
CMP
4.90
4.55
4
39'
18"
CMP
6.10
6.00
5
45'
15"
CMP
6.00
5.90
6
139'
36"
CMP
4.55
4.30
7
30'
18"
CMP
6.10
6.00
8
152'
36"
CMP
4.30
4.05
9
28'
18"
1 CMP
6.00
5.90
10
138'
24"
CMP
4.50
4.30
12
33'
30"
CMP
4.35
4.30
13
168'
30"
CMP
4.30
4.05
14
30'
24"
CMP
5.30
5.25
15
153'
30"
CMP
4.30
4.05
15
130'
42"
CMP
4.05
3.85
17
112'
42"
CMP
3.85
3.65
18
27'
18"
CMP
5.85
5.80
19
150'
48"
CMP
3.65
3.40
20
67'
48"
CMP
3.40
3.30
21
33'
18"
CMP
6.10
6.00
23
27'
18"
CMP
6.00
5.90
24
234'
24"
CMP
5.30
4.50
25
30'
24"
CMP
4.60
4.50
26
160'
30"
CMP
4.50
4.25
27
166
1 -1
CMP
5.50
4.25
28
48'
15"
CMP
6.10
5.50
29
48'
15"
CMP
6.10
6.00
30
48'
18"
CMP
6.00
5.50
31
27'
15"
CMP
5.90
5.80
32
241'
18"
CMP
4.80
4.45
33
43'
18"
CMP
5.80
5.70
34
333'
24"
CMP
5.20
4.80
35
152'
42"x29"
CMP
4.70
4.45
37
52'
1 24"
CMP
4.80
4.70
38
48'
1 36"
CMP
4.45
4.35
39
48'
15"
CMP
6.05
5.95
40
49
18
CMP
5.95
5.85
42
237'
49"03"
CMP
4.35
4.00
43
37'
24'
1 CMP
5.00
4.90
44
247'
30"
CMP
4.40
4.00
45
52'
42"
CMP
4.00
3.90
46
48
18
CMP
6.05
5.95
47
51'
24'
CMP
5.45
5.35
48
231'
57"x38"
CMP
3.90
3.55
50
39'
15"
CMP
6.05
5.60
51
83'
48"
CMP
3.55 1
3.40
52
79
48
CMP
3.40
3.25
53
39'
15"
CMP
6.40
6.00
54
27'
18"
CMP
5.30
5.25
55
341'
24'
CMP
5.25
4.75
56
163'
42"x29"
CMP
4.75
4.50
57
27'
24"
CMP
5.30
4.75
58
27'
15'
CMP
5.75
5.25
59
233'
24"
CMP
5.25
4.90
60
54'
35"x24"
CMP
4.90
4.80
61
201'
42"x29'
CMP
4.80
4.50
62
27'
24"
CMP
5.25
5.20
63
132'
24"
CMP
5.20
5.00
64
131'
35"x24"
CMP
5.00
4.80
65
27'
30"
CMP
4.80
4.75
66
340'
42"x29"
CMP
4.75
4.25
67 1
159'
57"08"
CMP
4.25
4.00
68
27' 1
24"
CMP
5.25
5.15
69
132'
30"
CMP
4.70
4.50
70
13V
30"
CMP
4.50
4.30
71
29'
36"
CMP
4.30
4.25
72
172'
38"
CMP
4.25
4.00
73
159'
48"
CMP
3.25
3.00
74
196'
71x47"
CMP
3.30
3.00
75
151'
42"
CMP
4.00
3.35
76
37'
49"x33"
CMP
3.35
3.25
77
139'
49"x33"
CMP
3.25
3.00
78
108'
48"
CMP
-1.00
-1.00
79
86
48"
CMP
3.00
2.65
80
117'
48"
CMP
2.65
2.35
81
52'
57"x38
CMP
2.35
2.25
82
172'
57"x38"
CMP
2.25
2.00
A
127'
18'
CMP
5.70
5.30
B
127'
18"
CMP
5.70
5.30
C
136'
18"
CMP
5.50
5.00
D
126'
18"
CMP
5.80
5.25
E
131'
24"
CMP
5.45
5.25
F
128'
24"
CMP
5.45
5.25
G
144'
24"
CMP
4.90
4.60
H
137'
35"x24"
CMP
5.50
5.30
1
131'
18"
CMP
5.70
5.30
J
81'
18"
CMP
5.70
5.30
K
165,
30"
CMP
5.70
4.35
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
CURB
BER fROAL TRBROMLSLDIMEN SEDIMENTATION
C CONS RUCTION. SEE DL [AIL
LOrIN SHEET 11
RECEIVE
OR U 7 To,
DWQ
p$OJ #
eo GRAPHIC SCALE ,Za
( IN FEET )
] inch = 60 ft.
00
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a[

VICINITY MAP
NTS
}SO
i
/
r
F<D �
ON�eN O IONe
225/p3 CMeNT
\
ADRIENNE/D. BUNDY \ D.B. 440, PG. 916
ZONE: IO
VACANT
,AIL:..
- _
ALL
�\ 4
21, 7.48 5
(91998 31F
32,286 S_ -
1 (�?a540 SFJ
i
INSTALL SILT FENCE �
ALONG WETLAND LIMITS`
i Y I
i1 CURB HIGH POINT \'
ELEV. = 9.90
i I
SF
(19,550 SF) \
SWALE BE9,N
CURB INLET 29
)NV. - 7.00
IEri HV1
N/F
M.B. 37, PG. 40
D.B. 854, PG. 860
JAMES C. TATUM
ZONE: R-15
%
-
OUTLET PIPE
-
AGRICULTURAL
INV = 2.00-
BWALE
_-
53
o
-
82
-07
-
b
18,162 SF
12,�SF
(14, 081 SF)
,: '
S1
11, 237 SF
""-..,x.
:.
NUGGET TRAIL
NUGGET TRAIL
50
�/
INV 200
STA. 07+39.30
STORM MANHOLE # 15
STA. 07+52.97
CURB INLET # 21
11, 173 SF
o�
- ��` - \
',i"tom
SWALE BEGIN
INV. = 7.50
d,
TC ELEV. = 9.35
TC ELEV. = 9.20
'A
O ,/
,' �� - �\ .;,A \
INSTALL NCDOT
INV. = 225
INV. = 6.00
4
NUGGET TRAIL
10, gJ5 SF
TYPE 3 BARRICADES
r- CURB
ELEV.
HIGH POINT
= 9.65
STA. 09+75.36
CURB INLET 2
\
#
TC ELEV. = 9.35
_ -'�
10,662 SF
I:3.
SWALE BEGIN
4)
-
81
0.34%
INV. = 4.60
2
4
Z
•
10 408 SF
TRIL
J
�
46
�
�
STA.NUGGET 13+65A83
�s N V.
)
O
SF
4
�+
CEDAR POINT CIRCLE
NUGGET TRAIL
NUGGET TRAIL
p q. V
CURB HIGH POINT
� ELEV = 985
NUGGET TRAIL
TRAIL
O
� A,
STA. 01+19.69
= - --
STA. 07+05.26 STA. 07+52.97 5 ) 0. 9y, STA. 13+15.36 #
STORM MANHOLE # 14 CURB INLET # 22 SOP CEDAR POINT CIRCLE o TC ELEV. = 9.30
TC ELEV. = 9.35 68 TC ELEV. = 9.20 @ STA. 01+19.69 00 , INV. = 6.10 4
1 INV. = 2.35 INV. = 5.30 II 26 CURB INLET 9 27
10,000 NUGGET TRAIL �.�,� TC V - 30 OUTLET
67 80 / STA. 09+89.08 ) 0'33__ S - 70, 000 SF INV =
® ELEV.
CURB HIGH POINT o ; i � � _ LOPe INV. = 6.10
ELEV. = 9.90 - CURB INLET # 23 �� -
_. II NUGGET TRAIL - 9
-- STA. 03+80.72 - ' --JQ 0003E CURD HIGH POINT / NVELE 4.50 9.35 - 0.3dg BLOpE - ��, --" " E FLOOD ZONE" "AE"_ (EL ) -. C
%� 57 CURB INLET # 1 r ELEV. = 9.90 NUGGET TRAIL. -
TC ELEV. = 9.40 rye° 66 ,-'NUGGET TRAIL 76 .STA. 11+49.08 _ - FL>3�D ZONE ") CURB HIGH POINT 1000E
STA. 06+91.35 _ CURB INLET # 25 ' _ _ ELEV. = 9.75 '
10, 000 SF STORM MANHOLE # 13 TC ELEV. = 9.85 UGGET TRAIL
214383 SF \ TC ELEV. = 9.35 69 4 w CURB HIGH POINT NUGGET TRAIL 0.3q
� 77 INV. = 425 27 � 28 / � � 77 TA. 15+46.89
SFJ j / INV. = 2.65 O o ELEV. = 9.90 70, 137 SF 78 STA. 13+15.33 SLOPf STORM MANHOU
10, 000 SF -r o 2 03 3 NVELEV.
3.25 9.3
=J q CEDAR POINT CIRCLE
I
OUTFLOW 79 b�
STRUCTURE dy 10, 162 SF STA. 01+70.25 4g, CO
' - � 79 CURB INLET # 26 0 %� pf
TC ELEV. = 9.30 ��
65 10, 180 SF
i WARREN WAY PC _ INV. = 5.50 i
= STA. 01+97.15 1+78. 80 rn
f0, 000 SF CURB INLET 14 22 % 72
r TC ELEV. = 9.35 WARREN WAY 10, 000 SF v 0.33�
I I ) NUGGET TRAIL INV. = 6.10 STA. 02+16.73 v �`"'-�---
I STA. 03+56.13 70 CURB INLET # 13
CURB INLET 2 114
y # TC ELEV. = 9.35 OUTFACE 61 /7
m 58 v . TC ELEV. INV. = 3.30 75 h U NUGGET TRAIL
no 10,000 SF o ELEV. = 4.00 d /
I p INV. = 5.10 O,DOO SF a, �,, STA. 15+50.50
i 2,,321 SF 2 1 M CURB HIGH POINT
). �. 72, 003 SF NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE
d� (/J6, 305 SFJ � O a / pp o STA. 13+65.83 TC ELEV. = 9.30
I 64 CURB HIGH POINT CEDAR POINT CIRCLE 115 INV. = 3.35
i l IO,OOOO SF / 2x�j . ELEV. = 9.75 STA. 01+70.25 10, 000 SF 75 116
�' 20 74 „ELEB HIG9.75POINT CURB INLET = 9.30 10,000 SF
i � CURB HIGH POINT
ELEV. = 9.90 CEDAR POINT CIRCLE INV. = 6.00
NUGGET TRAIL 71
�} STA. 1 145.52 74 0,1 10000 SF 113
�� Il CURB INLET # 51 10, 000 SF o
TC ELEV. = 9.80 CURB HIGH POINT WARREN WAY 12,898 5F ^'F STA. 03+78.05 0 100 0 SF
N/F INV. = 4.90 ELEV. = 9.80 STA. 02+80.52 ,P`"'�F, CURB INLET # 49 o CEDAR POINT CIRCLE OUTFLOW
D.B. 748, PG. 529 CURB INLET # 12 F, O� TC ELEV. = 9.35 STA. 03+49.42
SITE DATA: KAREN ASHLEY COOPER ,�±l(:_ �. '1: OUTFACE 83 STRUCTURE
59 CURB HIGH POINT h WARREN WAY TC ELEV. = 9.80 O fNV. 3.25 CURB INLET # 50 T_
`b /p INV. = 3.00
ZONE:R-10 ELEV. = 9.90 "s. _ STA. 04+31.06 INV. = 3.40 p O - TC ELEV. = 9.40
1. OWNER/DEVELOPER: ��� VACANT -- 20,495 SF C = 1+81.55 �I CURB INLET # 11 y OO,a��0 73 tgl
HAP OF ELIZABETH CITY, LLC. (10,236 SF) 63 0 o _
P.O. BOX 1100 \ a' `�I� - \- 10, 000 SF p p o NV.ELE 5.85 9.60 F OIU/TFAL 3.00
ELIZABETH CITY, NC 27906 o° of
[phone] 3\ PROPOSED
.o DETENTION POND B 70,150 SF 82 /jlp ,�
2. THIS PROPERTY IS ZONED: R-10 \+ -� w g !' SECTION 2 CURB HIGH POINT i O w ,i --
-� a "V o S 14,526.08 SF ELEV. = 9.80 5 `* 10,000 SF 7
� •� o w �� o - p n 12, 067 SF o
3. AREA TO BE SUBDIVIDED: 55.39 AC \ JEh. IIVV = 4.H/ ��- o m 0.33 AC $ o� CEDAR POINT CIRCLE
1.,1 - 'o $ STA. 04+52.40 /
4. TOTAL DISTURBED AREA: 54.72 AC ^ o -'- / o $ CURB INLET 48 / PR
' oM' o 10,000 SF% 72 + TC ELEV. = 9.75 / DETENI
TBM PK NAIL - - N'$ INV. = 3.40 l%
5. TOTAL IMPERVIOUS AREA: 33.62 AC - --�-. EX. 15' CMP 10329 SF oy, q+YAs v", i 55,893.89
PERCENT IMPERVIOUS: 60.7% IN PAVEMENT �j "----� � _- 0 _ � _ Q` _
ELEV. = 8.52 _ INV 4 71REMOVED WARREN WAY i v CURB HIGH POINT �-t1 j �i
i _ TO BE / - " '�.
6. SMALLEST OVERALL LOT = 10,000 SF NAVD 88 \ NUGGET TRAIL - FB STA. 04+31.06 ELEV. = 9.75
CURB INLET # 10 y,
' SNUGGET TRAIL - TC ELEV. - 9.60 i" •/ i O
7. LINEAR FOOTAGE OF PROPOSED STREETS: , \ CROHNS DRIVE - - 7g -
NUGGET TRAIL 4608.59 LF 1 1 i _� STA. 01+72.41 - STA. 00+20.31 �� _ INV. = 3.65
CROHNS DRIVE 2111.72 LF \ �ll� I /E'^ CURB INLET # 4 \�CROHNS DRIVE
WARREN WAY 693.24 LF INSTALL 20' X 50' TEMP. I -
TC ELEV. = 9.30 STA. 02+16.06 C w
EVERGREEN DRIVE 1,40773 LF GRAVEL CONSTRUCTION f INV. = 6.00 5 CURB INLET # 3 , � - - - PROPOSED a 10, 000 5E STA. 05 611.55 1RCLE
ENTRANCE SEE DETAIL ILO 00' TC ELEV. = 9.30 12, 018 SF - DETENTION POND B o CEDAR POINT CIRCLE
TOTAL 3;"h5°3:7�.hF ( ) N� � �'� � � '�� ' ` � �� � x ''. - -:3 � CURB INLET 46
' " �-'� � CURB -HIGH
`: 24. ", - _ INV. = 4.55 ry �i _ _ - _ SECTION 1 o STA. INLET 66 #
�- /� CURB HIGH POINT ELEV. = 9.95 �' --- - _ 53,243.25 SF = 1.22 AC o CURB INLET # 47 TC ELEV. = 9.35 �-
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT - 1'L _ - C1 INV. = 6.05
PROPERTY LINES. i III-- - - - Y --- 4-- - 1 Q ELEV. = 9.65 \ 6O -- WARREN WAY ` "�. - - - - - - TC ELEV. = 9.35 _ - �-�
9. TOTAL NUMBER OF LOTS: 149 &OPEN SPACE �^ - --7% / I'I _.-- ,I 1 STA. INLET 1 \ EX INV. = 3.55 O '�
C" 'IJ 1 - i I Q 10000 SF CURB INLET
FILLED
CROHNS DRIVE TC ELEV. = 9.95 \ DITCH 70 BE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE" _ OP STA. 03+48.86 a INV. = 3.85
0 PT a ,-F- PUMP STATION
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J -I�- I( g7gHp�}D7g1 TC RELEV. = 930 Sy.85,g3 \ - O ::,AREA
DATED DATED OCTOBER 5, 2004. ER. LuP =_ 8_85�I I / CURB INLET # 5 n SWALE BEGIN . INV. = 4.30 ` 16 _ 10,000 SF
u
4 "�
11. TOTAL OPEN SPACE PROVIDED: 5.99 AC 1111����I I B__ - - TC ELEV. = 9.30 + N 2 - _-
I f I I INV. = 6.10 CURB HIGH POINT �. o O \- _ _ � '� F I ,tY 6 74 C
12. DETENTION PONDS TO BE AERATED. „ 1 II ELEV. = 9.65 7 92
I V '
a 'TM 10 000 SF _ q DITC TO BE FILL
IYJ. - I ;;,I �` o CROHNS DRIVE - -
d NV = 3 1 - 8 qg CURB HIGH POINT'__
DRIVE STA. OS+00.78 O ELEV. = 9.75 10, 000 SF
I I; WARREN WAY ___-- 131
+62.78 STA. 06+76.66 '� � '91 1Y o CROH1 DRI166 VE
Fr I CURB IN # 7 >� CURB INLET 8 CURB HIGH POINT 10,000 SF STA. 1INLET
TC ELEV. = 9.25 y - # f0, 000 SF ELEV. = 9.75 CURB INLET 70
O TC ELEV. = 9.55 --�_ _- - - 110 TC ELEV. = 9.30
INV. = 6.10 � �o INV. = 4.05 CROHNS DRIVE \ �o INV. = 4.75
I
j , STA. 06+53.27 1 W f0000 SF
O-�\ 90 89 BB 87 �., 86 85
II '' CURB INLET # 15 r CROHNS DRIVE
TC ELEV. = 9.05 V' STA. 12+60.35
III j _ 16,070 SF' CURB HIGH POINT! "� _ 10, 000 SF 10, 000 5F 10, 000 SF >0,000 SF �>7.000 SF----- - o CEDAR POINT CIRCLE CURB HIGH POINT
INV. = 4.30 CROHNS DRIVE -o
ELEV. = 9.80
'I. 15 STA. 12+07.02 m STA. INLET 22
CEDAR POINT CIRCLE CURB INLET /� 44 SLpPE�
II --o. Qq dr CROHNS DRIVE STA. 07+63.22 TC ELEV. = 9.35 p.30°>°' �6 '�•
N/F 2y ° < I INV. 5.45 ��
° TERRY COOPER & MARIANNE COOPER '� {I `%IVV = 6,31 9C STA 09+47.05 CURB INLET # 45 4 V / pPE
D.B. $88, PPG. 3 39 I I 1>, 485 SF a 13 O'OF I ELEB HIGH POINT TCRB INLET - 9.102 CURB HIGH POINT NVTIC ELE 3.90 9.35
II I�i I I ZONE:CURB HIGH POINT - SEO I
NUGGET TRAIL ELEV. - 9.55 INV. = 5.00 0-`� .--•�� 1
-"DEVELOPED STA. 44+74.69 a 4 ELEV. = 9.70 --A II
_ CURB INLET # 18 0.43q
III I I I 30" FES -, :. O TC ELEV. = 9.15 y.. SLOP �t - = o
INV. = 5.70 NV. = 4.35 g3 f 039%SL 0.319 SLOPE 59% 4 CURB HIGH POINT
O o
�� 3 CROHNS DRIVE ELEV. 9.80
EX INV = 6.81 > 761 SF DRIVE 0'3,% SL 45 STA. 12+60.35 134
_ RO NS 0.46%. CEDAR POINT CIRCLE
PT CURB INLETO 00 4q+82.980 SWALE CURB E # 05 -' � CURB OINLET.7443 13 10,000 SF
J OP � qq. 64
V. = 9. CROHNS DRIVE NUGGET TRAIL
TC 35 .
CURB HIGH POINT CURB HIGH POINT STA. 12+12.59 ELEV= 9.10, 000 SF STA.
III II CROHNS DRIVE INV. = 6.05
" A. 72. NUGGET TRAIL ELEV. = 9.65 STA. 09+ 78 ELEV. = 9.70 CEDAR POINT CIRCLE 32 DROP INLET # 68
STA. 08+18.14 RIM = 7.50
o - STA. 44+54.79 94 CURB INLET # 41
II _ /' I, 1f w CURB INLET # 17'---� --`� ---_ TC ELEV. = 9.10 CURB INLET # 40 o f0, 000 SF
N/F EXISTING EXISTING 15" CMP w - i
,1 TC ELEV. = 9.15 - -' �t',2 3F - TC ELEV. = 9.35
TERRY COOPER &MARIANNE COOPER I TO BE REMOVED - INV. = 4.40 \ `� _
INV. = 430 EX. INV 6.8 J' _ I� INV. = 4.00 SWAL= BEGIN
N D.B. 392, PG. 313 m �_ gg
f i ZONE: R-15 109 ;� .� EX DITCH To _ - _. 96 - '9 - - _ 0 100 N INV. - 8.30 ---
DEVELOPED m 10 11,017 SF - FILLED 1L269 S �_� - 10,200 SF-_-10200 SF 10,20b 5� 10,290 SF °
- -- -
CURB HIGH POINT
8
�I OCURB HIGH POINT �. o ELEV. = 9.45 SWALE HIGH POINT -_- _ f4
ELEV. = 9.45 '� SWALE "�-- CURB HIGH POINT
INV. 111:- 7.70 INV. - 5.70 -�-- ELEV 975 CURB HIGH POINT
- n _ _ `--�-��
O I _. I,, CX INV = 7.62 1 SF -=--.-�_j ELEV. = 9.75 10,000 SF
- 1 NUGGET
TRAIL
NOTIFY
ULOCO
AT
1 -800632 4949
FOR LOCATION OF EXISTING
UTILITIES
LEGEND
DRAINAGE AREA 1
DRAINAGE AREA 2
ROAD CENTER LINE
EXISTING CONTOUR
9.00 PROPOSED CONTOUR
- - EXISTING DITCH
PROPOSED DITCH
❑ ❑ SILT FENCE
PROPOSED SIDEWALK
MATCH LINE
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
® RIP -RAP
® SEWER MANHOLE
CHECK DAM
DRAINAGE FLOW
BENCHMARK
10 PIPE/CULVERT
INLET PROTECTION
WOODS LINE
PIPE INFORMATION TABLE
PIPE INFORMATION TABLE
NUMBER
LENGTH
SIZE
TYPE
INVERT IN
INVERT OUT
1
38'
24"
CMP
5.20
5.10
2
105'
30"
CMP
5.10
4.90
3
224'
30"
CMP
4.90
4.55
4
39'
18"
CMP
6.10
6.00
5
45'
15"
CMP
6.00
5.90
6
139,
36"
CMP
4.55
4.30
7
30'
18"
CMP
6.10
6.00
8
152'
36"
CMP
4.30
4.05
9
28'
18"
CMP
6.00
5.90
10
136'
24"
CMP
4.50
4.30
12
33'
30"
CMP
4.35
4.30
13
168,
30"
CMP
4.30
4.05
14
30'
24"
CMP
5.30
5.25
15
153'
30"
CMP
4.30
4.05
16
130,
4,
1CMP
4.05
3.85
17
112'
42'
CMP
3.85
3.65
18
1 27'
18"
CMP
5.85
5.80
19
150,
48"
CMP
3.65
3.40
20
67'
48"
CMP
3.40
3.30
21
33'
18"
CMP
6.10
6.00
23
27'
18"
CMP
6.00
5.90
24
234
24"
CMP
5.30
4.50
25
30'
24"
CMP
4.60
4.50
26
160'
30"
CMP
4.50
4.25
27
I 166'
24"
CMP
5.50
4.25
28
48'
15"
CMP
6AO
5.50
29
48'
15"
CMP
6.10
6.00
30
48'
18"
CMP
6.00
5.50
31
27'
15"
CMP
5.90
5.80
32
241'
18"
CMP
4.80
4.45
33
43'
18"
CMP
5.80
5.70
34
333'
24"
CMP
5.20
4.80
35
152'
42"x29"
CMP
4.70
4.45
37
52'
24"
CMP
4.80
4.70
38
48'
36"
CMP
4.45
4.35
39
48'
15"
CMP
6.05
5.95
40
49'
18"
CMP
5.95
5.85
42
237
49'x33"
CMP
4.35
4.00
43
37'
24"
CMP
5.00
4AO
44
247'
30"
CMP
4.40
4.00
45
52'
42"
CMP
4.00
3.90
46
48'
1 18"
CMP
6.05
5.95
47
51'
24"
CMP
5.45
5.35
48
231'
57"x38"
CMP
3.90
3.55
50
39'
15"
CMP
6.05
5.60
51
83'
48"
CMP
3.55
3.40
52
79'
48"
CMP
3.40
3.25
53
39'
15"
CMP
6.40
6.00
54
27'
18"
CMP
5.30
5.25
55
341'
24"
CMP
5.25
4,75
56
163'
42"x29"
CMP
4.75
4.50
57
27'
24"
CMP
5.30
435
58
27'
15"
CMP
5.75
5.25
59
233'
24"
CMP
5.25
4.90
60
54'
35%24"
CMP
4.90
4.80
61
201'
42%29"
CMP
4.80
4.50
62
27'
24"
CMP
5.25
5.20
63
132'
24"
CMP
5.20
5.00
64
131'
35"x24"
CMP
5.00
4.80
65
27'
30"
CMP
4.80
4.75
66
340'
42"x29"
CMP
4.75
4.25
67
159'
57"x38"
CMP
4.25
4.00
68
27'
24"
CMP
5.25
5.15
69
132'
30"
CMP
4.70
4.50
70
131'
30"
CMP
4.50
4.30
71
29'
36"
CMP
4-30
L25
72
172'
36"
CMP
4.25
4.00
73
159'
48"
CMP
3.25
3.00
74
196'
71"x47"
CMP
3,30
3.00
75
157'
42"
CMP
5.40
5.30
76
37'
42"
CMP
5.40
5.30
77
139,
42"
CMP
5.40
5.30
78
108'
48"
CMP
-1.00
-1.00
79
66'
48"
CMP
5.40
5.30
80
117'
48"
CMP
5.40
5.30
81
52'
48"
CMP
5.40
5.30
82
172'
48"
CMP
5.40
5.30
A
12T
18"
CMP
5.70
5.30
B
127'
18"
CMP
5.70
5.30
C
136'
18"
CMP
5.50
5.00
D
126'
18"
CMP
5.60
5.25
E
131'
24"
CMP
5.45
5.25
F
128'
24"
CMP
5.45
5.25
G
144'
24"
CMP
4.90
4.60
H
13T
35"x24"
CMP
5.50
5.30
131'
18"
CMP
5.70
5.30
J
81,
18"
CMP
5.70
5.30
K
165'
30"
CMP
5.70
4.35
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
3
EX. PJb 6.42
= T-� ST. 1+95.98 A
J N/F m N m y q0 SF CURB INLET # 66
,4 1 JACK A. COOPER & JOAN D. COOPER I a\ SWALE BEGIN - TC ELEV. = 9.30
J O NUGGET TRAIL NUGGET TRAIL INV. = 7.70 42 '� �_'='< - INV. = 5.20
I 1 D.B. 576, PG. 408 t- STA. 42+99.75 11,803 SF / eA 10000 SF _
1 m V\ STA. 43+08.07 _
J z I ZONE: R-15 g CURB INLET # 20 YY - _ _
l DEVELOPED z TC ELEV. = 9.10 CURB INLET # 19 .9� o y NUGGET TRAIL
INV. = 6.00 9 TC ELEV. N o CEDAR POINT CIRCLE
10 106 f05 104 103 102 ' 707 �' STA. 34+46.84_ -
I, I w INV. = 4.50 r ro CURB HIGH POINT t
10, 892 SF 10,200 SF 10,200 SF 10,200 SF 10200 SF 10,200 SF m STA. 10+52.23 ELEV# 38. = 9.90
0 6 - :7-----
_ F • ;- o _ NUGGET TRAIL STA. NUGG34 97 35 TC ELEVT TRAIL CURB . 9. 0. 7 y�
r jI -� STA 36+89.28 / ��- ' Ex. INV = -1_.93 .,\ I I f I s 18, 582 SF 0 NUGGET TRAIL CURB INLET # 34 INV. = 5.959.35
U i \� CEDAR POINT CIRCLE
o II STA. IN ET 28 TC V. = 9.30 CUR610 2 I CURB HIGH POINT a CURB INLET 36 LET 39 40 ELEV.
II I x 0 ELEV. 9.70 o TO ELEV. 111:- 9.15 INV. = 4.80 L 1# SEOPE� i1 NUGGET TRAIL
INV. = 5.20 TC ELEV.
= 9.35 p6-i'-,/ STA. 31+9598
I I °6 F !o CURB HIGH POINT CURB HIGH POINT - ". CURB INLET 65
`• CO,o o ELEV. - 9.80 ELEV. = 9.70 3 SLOPE
I , N _ 5 Og5°I "�' CURB HIGH POINT TC ELEV. = 9.30
= 7.44 - _
'� 3 ELEV. 9.90 INV. 5.25
- 0.47% SLOPE '� 0.4 %. OP ' 4= 0. 2% LOPE O g7% NUGGET TRAIL
A� (50r ° - 38 STA. 34+46.84 _ _
` 33 I-® I I 0,54% CEDAR POINT CIRCLE 20
-L o 0.33% SLOPE 0.36% SLOPE 0.34% SLOPE 37 STA. 11+02.74 10, 000 SF
CURB HIGH POINT 3-, - CURB INLET # 37 1g
ELEV. = 9.70 D.B. 621, PG. 369 I 26,972 SF .. ... ....-_ - TC ELEV. = 9.35
KATHRYN K. WEST & SAMUEL J. WEST
I I - - CURB HIGH POINT CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF
ZONE: RMH-CUD NUGGET TRAIL ---__ELEV. = 9.80 ELEV. = 9.70 -STA. 34+97.35 0 0 78
DEVELOPED I _ - STA. 39+77.76 \ NUGGET TRAIL CEDAR POINT CIRCLE 'w
E `�.34-. 9'j. 1 -- -- -- CURB INLET 35 STA. 36+44.45 --_ - - - -+
TC ELEV. = 9.15 -- - -- - \ CURB INLET # 33 A� (EL 9) STA. 1INLET 4 �,y T as ,✓, ODO SF
- CURB INLET # 32 N r
--��� INV. = 5.80 - --.-_. ----- TC ELEV. = 9.30 TC ELEV. = 9.35 ro O ,/.
9 INV. = 4.70 INV. = 4.45 'o 'o EX. INV 6.60
1 / 19, 749 SF o `� 10 Il 12� - 13 O 15 16 r^ �^
i 12, 873 SF10,000
• I / TO,.000 SF// 10, DOO SF ��0, 000 SF 10, ODO SF "N 000 SF O 10, 000 SF 10, 000 SF
10, 000 SF _
� = 1
30" FES
EY.. I1'ORB HI H POI
-h
I� I 9.80
EX. IIVV 7.99 i 7t7-� _. ..1; -_ EX. DITCH TO BE UNDIS :D - -_- _ -�� L--EL -
--
J EX. INV 6 25 - '/ - - 7 -_-�. _ � 106
1 N/F - EX. INV
I
\ EX. INV. = 8.23 I"A"I EX. INV. - 6.76 I ,.� I I C 5-99 105
BRIARWOOD SECTION N r
P.B_ 4,
j \ I DEVELOPED SUBDIVISION I I !y� / °"� S 1 I I6D
m 104
1 7 .9 _ �,. CEDAR POINT CIRCLE _
1 ' I STA. 13+42.33
# 1 CEDAR POINT CIRCLEEX INV. = 6 35
CURB INLET 31
14 I I I I I I ��- TC ELEV. = 8.60 STA. 13+42.33
%. In ' •5I��� I \ \ \ I I I I I I I I `_INV. _= 4.80 /CURB INLET # 30
TC ELEV 8-60
2 PROPOSED INV. 59013 110' - 18" CMP
CMP INV. START = 6.75
INV.
-
,
INV. END 6.50
EX NV - R�PRw° R','
- °C1 °I
EX. INV. = 6.84 - . DE TO EXISTING "" "� HAS BEEN SHOWNAT
THE SAMN ENTRANCE
TRUCTION EROAD
PAVEMENT , " ENTRANCE. IF CONSTRUCTION TRAFFIC
3 12 _- ELEV. = 8.76- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL
---j ��
CONSTRUCTION WILL NEED TO BE INSTALLED HERE.
Eh INV S 3£t
I INSTALL ADDITIONAL PAVEMENT AS
SHOWN. CONTRACTOR TO MATCH GRADE
J I ALONG EXISTING PAVEMENT.
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
3
EX. PJb 6.42
= T-� ST. 1+95.98 A
J N/F m N m y q0 SF CURB INLET # 66
,4 1 JACK A. COOPER & JOAN D. COOPER I a\ SWALE BEGIN - TC ELEV. = 9.30
J O NUGGET TRAIL NUGGET TRAIL INV. = 7.70 42 '� �_'='< - INV. = 5.20
I 1 D.B. 576, PG. 408 t- STA. 42+99.75 11,803 SF / eA 10000 SF _
1 m V\ STA. 43+08.07 _
J z I ZONE: R-15 g CURB INLET # 20 YY - _ _
l DEVELOPED z TC ELEV. = 9.10 CURB INLET # 19 .9� o y NUGGET TRAIL
INV. = 6.00 9 TC ELEV. N o CEDAR POINT CIRCLE
10 106 f05 104 103 102 ' 707 �' STA. 34+46.84_ -
I, I w INV. = 4.50 r ro CURB HIGH POINT t
10, 892 SF 10,200 SF 10,200 SF 10,200 SF 10200 SF 10,200 SF m STA. 10+52.23 ELEV# 38. = 9.90
0 6 - :7-----
_ F • ;- o _ NUGGET TRAIL STA. NUGG34 97 35 TC ELEVT TRAIL CURB . 9. 0. 7 y�
r jI -� STA 36+89.28 / ��- ' Ex. INV = -1_.93 .,\ I I f I s 18, 582 SF 0 NUGGET TRAIL CURB INLET # 34 INV. = 5.959.35
U i \� CEDAR POINT CIRCLE
o II STA. IN ET 28 TC V. = 9.30 CUR610 2 I CURB HIGH POINT a CURB INLET 36 LET 39 40 ELEV.
II I x 0 ELEV. 9.70 o TO ELEV. 111:- 9.15 INV. = 4.80 L 1# SEOPE� i1 NUGGET TRAIL
INV. = 5.20 TC ELEV.
= 9.35 p6-i'-,/ STA. 31+9598
I I °6 F !o CURB HIGH POINT CURB HIGH POINT - ". CURB INLET 65
`• CO,o o ELEV. - 9.80 ELEV. = 9.70 3 SLOPE
I , N _ 5 Og5°I "�' CURB HIGH POINT TC ELEV. = 9.30
= 7.44 - _
'� 3 ELEV. 9.90 INV. 5.25
- 0.47% SLOPE '� 0.4 %. OP ' 4= 0. 2% LOPE O g7% NUGGET TRAIL
A� (50r ° - 38 STA. 34+46.84 _ _
` 33 I-® I I 0,54% CEDAR POINT CIRCLE 20
-L o 0.33% SLOPE 0.36% SLOPE 0.34% SLOPE 37 STA. 11+02.74 10, 000 SF
CURB HIGH POINT 3-, - CURB INLET # 37 1g
ELEV. = 9.70 D.B. 621, PG. 369 I 26,972 SF .. ... ....-_ - TC ELEV. = 9.35
KATHRYN K. WEST & SAMUEL J. WEST
I I - - CURB HIGH POINT CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF
ZONE: RMH-CUD NUGGET TRAIL ---__ELEV. = 9.80 ELEV. = 9.70 -STA. 34+97.35 0 0 78
DEVELOPED I _ - STA. 39+77.76 \ NUGGET TRAIL CEDAR POINT CIRCLE 'w
E `�.34-. 9'j. 1 -- -- -- CURB INLET 35 STA. 36+44.45 --_ - - - -+
TC ELEV. = 9.15 -- - -- - \ CURB INLET # 33 A� (EL 9) STA. 1INLET 4 �,y T as ,✓, ODO SF
- CURB INLET # 32 N r
--��� INV. = 5.80 - --.-_. ----- TC ELEV. = 9.30 TC ELEV. = 9.35 ro O ,/.
9 INV. = 4.70 INV. = 4.45 'o 'o EX. INV 6.60
1 / 19, 749 SF o `� 10 Il 12� - 13 O 15 16 r^ �^
i 12, 873 SF10,000
• I / TO,.000 SF// 10, DOO SF ��0, 000 SF 10, ODO SF "N 000 SF O 10, 000 SF 10, 000 SF
10, 000 SF _
� = 1
30" FES
EY.. I1'ORB HI H POI
-h
I� I 9.80
EX. IIVV 7.99 i 7t7-� _. ..1; -_ EX. DITCH TO BE UNDIS :D - -_- _ -�� L--EL -
--
J EX. INV 6 25 - '/ - - 7 -_-�. _ � 106
1 N/F - EX. INV
I
\ EX. INV. = 8.23 I"A"I EX. INV. - 6.76 I ,.� I I C 5-99 105
BRIARWOOD SECTION N r
P.B_ 4,
j \ I DEVELOPED SUBDIVISION I I !y� / °"� S 1 I I6D
m 104
1 7 .9 _ �,. CEDAR POINT CIRCLE _
1 ' I STA. 13+42.33
# 1 CEDAR POINT CIRCLEEX INV. = 6 35
CURB INLET 31
14 I I I I I I ��- TC ELEV. = 8.60 STA. 13+42.33
%. In ' •5I��� I \ \ \ I I I I I I I I `_INV. _= 4.80 /CURB INLET # 30
TC ELEV 8-60
2 PROPOSED INV. 59013 110' - 18" CMP
CMP INV. START = 6.75
INV.
-
,
INV. END 6.50
EX NV - R�PRw° R','
- °C1 °I
EX. INV. = 6.84 - . DE TO EXISTING "" "� HAS BEEN SHOWNAT
THE SAMN ENTRANCE
TRUCTION EROAD
PAVEMENT , " ENTRANCE. IF CONSTRUCTION TRAFFIC
3 12 _- ELEV. = 8.76- USES THIS ENTRANCE. ANOTHER TEMP. GRAVEL
---j ��
CONSTRUCTION WILL NEED TO BE INSTALLED HERE.
Eh INV S 3£t
I INSTALL ADDITIONAL PAVEMENT AS
SHOWN. CONTRACTOR TO MATCH GRADE
J I ALONG EXISTING PAVEMENT.
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
GRAPHIC SCALE
60 0 30 60 20
( IN FEET)
1 inch = 60 ft.
N �
Doti � �i
00
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U
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O � N
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N
Jo
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4
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0
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0
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0
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L14
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�

VICINITY MAP
NTS
SITE DATA:
1. OWNER/DEVELOPER:
HAP OF ELIZABETH CITY, LLC.
P.O. BOX 1100
ELIZABETH CITY, NC 27906
[phone]
2. THIS PROPERTY IS ZONED: R-10
3. AREA TO BE SUBDIVIDED: 55.39 AC
4. TOTAL DISTURBED AREA: 54.72 AC
5. TOTAL IMPERVIOUS AREA: 33.62 AC
PERCENT IMPERVIOUS: 60.7%
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
NUGGET TRAIL 4608,59 LF
CROHNS DRIVE 2111.72 LF
WARREN WAY 693.24 LF
EVERGREEN DRIVE 1.407.73 LF
TOTAL 3,153.75 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 149 & OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X" & "AE"
(ELEV. 9) ACCORDING TO FEMA FLOOD MAP 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE PROVIDED: 5.99 AC
12. DETENTION PONDS TO BE AERATED.
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF DUSTING
UTILITIES
LEGEND
DRAINAGE AREA 1
DRAINAGE AREA 2
ROAD CENTER LINE
-- - " -
EXISTING CONTOUR
PROPOSED CONTOUR
9 00
- -
EXISTING DITCH
PROPOSED DITCH
SILT FENCE
❑ ❑
PROPOSED SIDEWALK
' -
--
MATCH LINE
i
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
RIP -RAP
SEWER MANHOLE
7
CHECK DAM
DRAINAGE FLOW
BENCHMARK
10
PIPE/CULVERT
iii------ili
INLET PROTECTION
WOODS LINE
r
V
�q
v
ti O
\� SWALE BEGIN td
INV. = 7.50 INSTALL NCDOT Z Lv
TYPE 3 BARRICADES Z
1p, 662 SF O - -� SWALE BEGIN V M.B. 37, PG. 40
47 [INV 7.50 1-, 5� D.B. 854, PG. 860 \
JAMES C. TATUM
10, 408 SF- ZONE: R-15
AGRICULTURAL
r
O NUGGET TRAIL YARD PIPE SWAE BEGIN
w STA. 13+65.83 �-- ""`----_- INV = 5.70 INV. = 7.00
11, 796 SF ..i 4 CEDAR POINT CIRCLE -
B. HIGH POINT NUGGET TRAIL U STA. 01+19.69
E V = 260 7
- 9:85 # 29 CURB INLET
STA. 13+15.36
CEDAR POINT CIRCLE
TO ELEV. = 9.30 -- YARD PIPE
INV. - 6.10 - '<-
STA. 01+19.69 o 0, 0.'0 4 -�B _ -�� INV. = 5.70
CURB INLET # 27-
0. TC ELEV. = 9.30 10, 000 SF CUTLET PIPE
INV = 3.00
�f INV. = 6.10 ---- �-
0.33%.. -...� "AE" (_EL 9) �� . 43-
RAIL °SCOPE / �` 9-_FOOD ZD O
.9. „�`'.. �� 0 ZONE ") - CURB HIG POINT 10,000
:T # 25 _ ELEV. = 5 n 10, 000 SF 41 -D
= 9.85 _. 27 UGGET TRAIL O
15 O NUG28 77 'STA. 15+46.89 10,000 SF \ _
STA.G13+15A33 \p34XS(p- , STORM MANHOLE # 11+ STAC16++333.89 1Q000 SF 39 38 \ a
1 l , C ELEV. = 9.30
CEDAR POINT CIRCLE 2 p3 INV. = 3.25 II TC CURB INLET
9.30 1q D00 SF A 10, 000 SF
p STA. 01+70.25 l'T 37
79 CURB INLET # 26 p %� S(Opf �� q INV. = 5.30 CURB HIGH POINT NUGGET TRAIL ^ 10,000 SF
10, 180 SF TC ELEV. = 9.30 t-�_ ELEV. H 9.85 STA. 19+68.09 ac
INV. = S.SO ... 55
TC CURB INLET = 9.30
N O
O ° PE - - INV. _ 14,191 SF
72 � 76 SLO
0.33% 0.33% , _ - 5.30 II
1ooaa SF s(ppf + ®_�f NUGGET TRAIL
p p/ � ... .... q 0
if /
114
\ NUGGET TRAIL
� U ° SOpE
0, 000 SF q CURB HIGH PO T STA. 15+5NUGGET TRAIL
A A NUGGET TRAIL ELEV. = 9.75 STORM MANHOLE # 10 STA. 16+31.41
STA. 13+65.83 TC EEV. = 9.30 CURB INLET # 54 CURB HIGH POINT 0.3
U 11✓` INV. = 3.35 ELEV. = 9.85 5% SLOPE
C H POINT CEDAR POINT CIRCLE TC ELEV. = 9.30INV = 5.25 CURB IGH POINT
ELEV. = STA. 01+70.25 116
CURB HIGH POINT CURB INLET # 28 70, 000 SF 75 EL 9.85
ELEV. = 9.75 TC ELEV. = 9.30 10,000 SF 17i' NUGGET TRAIL ��
g1 (/ INV. = 6.00 118 STA. 19+72.53
�f 10,000 SF CURB INLET # 56
- \ 119 TC ELEV. = 9.30
10000 SF 113 _ fO, DOO SF- 12D INV. = 4.75
9 CEDAR POINT CIRCLE 10,000 SF
STA. 03+78.05 0 0 f21 C RB HIGH POINT
CURB INLET # 49 o CEDAR POINT CIRCLE OUTFL 10,000 SF 56 E EV. = 9.85 0
TC ELEV. = 9.35 STA. 03+49.42 STRUCTURE f0, 000 SF o �s
INV. = 3.25 CURB INLET # 50
O - TC ELEV. = 9.40 122 Ass ,I`
OUTFACE B2 73 5 INV. = 6,40 ,p l0
�_ - _ _ 11, 492 SF
INV. = 3.00 o -�-4 Lj
NV. AL4.50
sO0 _
82 q a. �f12 f j r °`Zoo
12,061 SF 5 0 / 10,000 ,
CEDAR POINT CIRCLE ZOO-1op _�- - - - 61
STA. 04+52.40 O
CURB INLET # 48 PROPOSED
TC ELEV. = 9.75 / DETENTION POND A
INV. = 3.40 q,,6T 9 STk 22 88.13
T . 4k7 55,893.89 SF = 1.28 AC OUTFALL A2
A. CURB INLET # 6
CURB HIGH P T
INV. = 4.50 TC ELEV. = 9.30
ELEV. = 9. o wT / / 2-1.00 INV. = 4.80
�3 51 r OOO ,�' ` A i ? 24, OUTFALL A3 11 ii
to 000 SF �DAR POINT CIRCLE 0.�-1.0 � Z'• �5.00y Off!" O tNV. = 4.00 �\ �4y / >0, 001 SF� o
CEDAR POINT CIRCE STA. 05+61.55 / 1.006.00 O OU 10500 SF o
STA. 05+33.66 CURB INET # 46 - 80p o0 4 n
CURB INLET # 47 - TC ELEV. = 9.35
TC ELEV. = 9.35 n INV. = 6.05 ' \ 10,000 SF
INV. = 3.55 67
00
�- 10,000 SF CURB HIGH POINT
\9 f2 ELEV. = 9.90
_ PUMP STATION O\ CROHNS
-- AREA 10,000 '� DRIVE STA. 18+56IVE
I f0, 000 SF e ° t28 .46
CURB INLET # 64
10 000 5K 7C EEV. = 9.311
INV. 4.25
�
EXISTING 15" CMP=\ g
BE10, 000 SF TO BE REMOVED \ CURB HIGH POINT 0?3� HIGH POINT w ' c
V
4g CURB HIGH POINT -� _ v ELEV 9.90 ° 71 ELEV. = 9.90 q _
ELEV. = 9J5 O 10,000 Sr`
J31 CROHNS DRIVE - t� <7
CURB HIGH POINT ��-' _ EX II V„�.• 6. CROHNS DRIVE
STA. 15+16.34
10,000 SF - - _ STA, 18+44.55
ELEV. = 9.75 CURB INLET # 70 _
110 TC ELEV. = 9.30 �� CURB INLET # 63 10, 000 SF
INV. = 4.75 66 1 ,� TC ELEV. = 9.30 '. NUGGET TRAIL
10000 S , . - tf -.- - STA. 25+65.00 8
- C :VHNS-URIVE - INV. - 4.30
-- -- -- � - -INLET #-5
STA. 12+60.35 Op CU HIGH POINT
51- IN ELEV = 9.20
CEDAR POINT CIRCLE CURB HIGH POINT �y � - 0 30% - I• !30 p
----11t000 .�-- J 8
CROHNS DRIVE v ELEV. - 9.90
STA. 12+07.02 �^ STA. 07+62.22 ELEV. = 9.80 1 70 10, 000 SF INV. = 5.75
CEDAR POINT CIRCLE CURB INLET # 44 gLOPE O
STA. 07+63.22 TC ELEV. = 9.35 0.50% 6 1`38
CURB INLET # 45 4 INV. = 5.45 ,X E CROHNS DRIVE 1� I1 ,000 SF 7¢7 f
TC ELEV. = 9.35 31%, SLOPSTA. 15+11.21 SWALE /
INV. = 3.90 0 .,1-/�� 0' CURB INLET 9 69 10000 SF I INV. = 7.60 f0,624 SF
CURB HIGH P INT % /- TC EEV. _ .30 136
ELEV. = 9.70 .. { '-"' INV. = 4.80 \ w
�.- p... 10,000 SF
uu
).3) LOPE 4
CURBCROHNS DRIVE ELEV.
HIGH POINT 80010,000 SF
J ~45 STA. 12+60.35 134 SWAE BEGIN
44 0.46% LOP , CEDAR POINT CIRCLE64 INV. = 8.30 STA.
NUGGET TRAIL
` STA. OS+12.74 10,000 SF
CURB INLET # 43 73 DROP INLET # 67
CROHNS DRIVE NUGGET TRAIL RIM = 7.00 10, 000 SF
CURB HIGH POINT STA. 12+12.59 TC ELEV. = 9.35 10, 000 SF STA. "� '
INV. = 6.05 �/ INV. = 4.50 6B
ELEV. = 9.70 CEDAR POINT CIRCLE J32 DROP INET # 68 p 4 CURB HIGH P
STA. OS+E8.14 RIM = 5.7.0 r- x 10,000 SF ELEV. = 9.80
CURB INLET # 40 0 70, 000 SF 1 INV. = 5.00 ;. '-- >44 0
TC ELEV. = 9.35
�` 1 n NUGGET TRAIL
INV. = 4.00 SWAE BEGIN �_��- ' ' •. 10,000 SF x STA. 28+62.55
98 \ 99 I/ t00 , INV. = 8.30 # CURB HIGH POINT
003,t. r 11:' "� 145 CURB INLET 62 E
0,200 SF 1Q2 f0,290 SF INV = 6.26 o TC ELEV. = 9.30 ELEV. = 9.80
10,0005E m INV. = 4.70
10,000
CURB HIGH POINT 14 63 0 Zj 68
16
CURB HIGH POINT
-•�-�-�_ ELEV. = 9.75 10, 000 SF O CURB HIGH POINT- fl
NUGGET TRAIL ELEV. = 9.90
-_ _ _ Ex. INV 6.42 SLOPE 1
--- -- -- STA 31+95.98 �0.36%
SWAE BEGN ,0 SF CURB INLET # 66 _ 1 9
I
INV. = 7.70 42 TC ELEV. = 9.30 �nnP 37% SLOPE n 26
o 10000 SF INV 5:20 0 TJ I °° �, �/ NUGGET TRAIL
9 w NUGGET TRAIL STA. 28+64.89 12,560 SF
© O N STA. 34+46.84 NAG P CURB INLET # 61 b✓ O
10 02 f01 r % > 25
r O CEDAR POINT CIRCLE CURB HIGH POINT TC ELEV. - 9.30
p CURB HIGH POINT
102Lm SF I ,e'U'}? SF STA. 70+52.23 EtEV. = 9.90 .. _ � .: - - 5 25
,,,(((TTT CURB INLET 38 ,� 62 '
GET TRAIL / NUGGET TRAIL # % SL �_ 24 9 SF
36+89.28 / STA. 34+97.35 TC ELEV. = 9.35 '
O, f8
: INLET # 34 CEDAR POINT CIRCLE INV. = 5.95 .. I -
:LEV. = 9.30 STA. 1INLET 16 STA. 31+95.98 22 10,0 ---- -_ �,
EX. INV = 7.38 2
CURB INLET # 39 40
TC ELEV. = 9.35 p65%SLOP � NUGGET TRAIL / 1000 �
CURB HIGH POINT INV. = 4.35 �'.
EEV. _ a < - CURB INLET # 65 �� EX. IN 50�
57% 3 0.65% ELEB HIGH POINT NV ELEV.
= 9.30 / 21 10, 000 SF
0.49% SLOPE... �. ,. ° . L. . .. .. 38 i F 10,000 SF -G
- O .NUGGET TRAIL O O I
STA. 34+46.84 24" FES
O,°d SLOPE I -37 35 0.54% CEDAR POINT CIRCLE 20 EX. INV 6 7., e ELEV. = 5.45
CUR NET 35 t9 00 SF 1 1 8
11 74
CURB #37 10,0 8 ..
TC ELEV. 9. SWALE BEGIN +
CURB HIGH POINT NUGGET TRAIL INV. = 6.05 10,000 SF : INV. = 7.45 /i+_�' 1
NUGGET TRAIL ELEV. _ 9,711 STA. 34+97.35 o O 18 �! ` ,•,- ` 117
CEDAR POINT CIRCE w i• \ `'
STA. 36++4.45 ^I aq ,U,000 SF
CURB INLET # 33 ' A (EL 9) STA. 11+02.74 aq
CURB INLET # 32 an N 24" FES r`
TC ELEV. = 9.30 TC ELEV. = 9.35 r o 1 ` 116
INV. = 4.70 O .fl INV. = 5.45
INV. = 4.45 'o �,,, EX. INV = 6.60
1 1 5
000
SF O 10,000 SF 10, 000 SF -11 ` 1
O SF X\/ 1 `\
109
CURB HIGH POINT
L3FjS ELEV. = 9.80 5.50 _ CURB�HIGH POINT I ` 108
e . E-LEV. = 9.80 N/F
107 ` PHASE II SUMMERFIELD
\ M.B. 34, PG. 10-13
ZONE: R-10. R-8
- - 32 N - \ j105 106 ` 1 \ �/ DEVELOPED SUBDIVISION
m
104 1'/��
ino CEDAR POINT CIRCLE
3+42.33
CURBINLET # 31 �. i CEDAR POINT /
�I I
N/F
WELL SITE M.B. 22, PG. 8
WATER SYSTEM
I( PASOUOTANK COUNTY
\ WELL
I\
s i
121
PERMIT DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
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1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
B. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
NOTE: FOR SITES OF THIS SIZE WITH MULTIPLE DETENTION PONDS, ONLY ONE POND
SHALL BE CONSTRUCTED AT A TIME. THE MATERIAL FROM ONE POND SHALL BE
SPREAD AND SEEDED PRIOR TO ADDITIONAL LAND DISTURBANCE. DISTURBED AREA
SHALL NOT EXCEED 20 ACRES AT ANY GIVEN TIME. NO SPOIL SHALL BE REMOVED FROM
SITE UNLESS IT IS DELIVERED TO AN APPROVED SITE.
CONSTRUCTION SEQUENCING
6 MNX I
r
MAX. HEIGHT
18"
LENGTH
TO INSURE STABLE INSTALLATION
�0�
FILTER FABI
BACKFILL MINIMUM 1
8" GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC \ /
CAPABLE OF MEETING 5OLB/UN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF \�
0.3 GAL/SQFT/MIN. 8. /
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND B" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED "V" TRENCH
EARTH OR GRAVEL.
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
X 4"
SILT FENCE DETAIL
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
(SEE PLANS) 8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY(SOLID)
::•:::::tii•:•i:::.. ............. SET MASONRY WALL FLUSH
.............................
:•:::::...
W BELL END OF CULVERT
PA GE INVERT W�
CONCRETE -- SCOPE TO
CULVERT INVERT. SEE PLANS FOR
CULVERT TYPE & SIZE
::::.:::::::::::............................ INV. I N................................................................... SEE PLANS FOR SLOPE
...................................
IN .. OUT.: ........ .....
.::: •..... .... ..:... ...>.�.�.� ..... ...........
..:.:.:...:.:.:.:...:...:.:...:.....................................:...:.:....:........................ ................ ..
uo......................................... — — -
DROP INLET
NTS
D PSI CONCRETE FOOTING
6x6x10/10 WWM
PMPACT SUBGRADE TO 95% OF ASTM D 698
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
!LD1[N7I@Le
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
13T00121MP1112
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING & MULCHING
IN:
SECTION
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED
VI ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
0
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE
RATE
OPTIMUM
PLANTING DATES
1. KENTUCKY 31 FESCUE
5 #/1000
SF
MAR.
15
- MAY 1
AUG.
15
- OCT. 15
2. COMMON BERMUDAGRASS
2 #/1000
SF
MAY
1 -
JUNE 30
(HULLED)
3. PEARL MILLET
2 #/1000
SF
MAY
1 -
OCT. 1
4. FESCUE
5 #/1000
SF
OCT.
15
- MAR. 15
RIM ELEV. C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY
(SEE PLANS) OF VA., INC., OR EQUAL, HEAVY DUTY
CASTING, TOTAL WEIGHT = 550 LBS.
e
Z CORBEL MASONRY AS REQ'D FROM
0 FULL DIM'S OF RISER BARREL TO
INSIDE DIMS OF FRAME. CORBEL
_,<�OR CONE SECTION MAY BE ECCENTRIC.
LAYER OF 5
N
0 m
NOTE: ALL MATERIAL AND INSTALLATION TO
SPECIFICATIONS OF NCDOT '
WASHED STONE
Z
a -
MEET MIN.
STANDARD SPECIFICATIONS FOR ROADS
TOP OF DITCH 4" THICK
w
�
AND STRUCTURES", LATEST EDITION.
BANK
o
C.I. STEPS FOR INSIDE
• °0L
a
DEPTH GREATER THAN 4'
000°0°0°0o
BOTTOM OF D',
w
INSIDE DIMENSIONS:
DITCH 00000°0°00°00°000°0°00?>
-=-� 0. -0
SHALL BE EQUAL TO THE
0 0°0°0°0°0°0°0°0°0°0°0°0°
0 0 0°0°0°0°0°0°0°0°0°0°0o
PARGE INVERT W/
LARGEST CULVERT DIAM. PLUS
0000000000000°0°0°0°0°
0 000°0 0°0°000 000o
°
CONCRETE -- S OPE TO
L
16' IN EACH DIM.
o 0 00°0°00.
CULVERT INVERT.
8" SEWER BRICK MASONRY (SOLID)
CLASS B STONE
PROFILE
:::::::::::::::•i::::::::::::is::::•::•::�:::::.�:.�.�::::.::�:.:
�::.............
SET MASONRY WALL FLUSH
REMOVE SEDIMENT WHEN IT ACCUMULATES
......................................
""""••
W/ BELL END OF CULVERT
TO 1/2 THE HEIGHT OF THE DAM
..........................:: .
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SEE PLANS FOR
SUFFICIENT TO PREVENT EROSION
CULVERT TYPE & SIZE
INV. IN.
•••••••::?::;%••�
SE E PLANS FOR SLOPE
OUT..:•: '• :::c:.:::.r.........�..,...,—�
.................................................................•.........•:.....:•:
CHECK DAM DETAIL
-'`',
::.:
3000 PSI CONCRETE FOOTING
�I —RE
_ _ _
I W/ 6x6z10/10 A
TUTS
III (I 1I-11
I II_ II �I
DTI
COMPACT SUBGRADE TO
95% OF ASTM D 698
CURB INLET
NTS
TOP WIDTH VARIES
ADJOINING/�\/� H N ERS
PROPERTY
- -7E GRADE POINT
NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE HUNTERS LAKE SUBDIVISION
PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO
CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING
PROPERTY WITH CONSTRUCTION OR EQUIPMENT.
NEW DITCH SECTIO �.�
NTS
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5" TOP OF BANK
/ 1
V
4a
V�V° V PIPE w DITCH BOTTOM
p 4 0
0 Q
n o
Q V �
TOP OF BANK
18'
I" EROSION CONTROL STONE
DEPTH TO FLUSH NTH
OF DITCH
_..YER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
SIDEWALK
25" R
—�� 6 1/2"
C ° C
3/4" R p 7"
° D
°
18" R _I
24"
2-0" VALLEY GUTTER
NTS
2'
CURB
50,
PAVEMENT
2'
CURB
50'-R/W STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
4' 1 1'
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
5
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
GRAVEL FILTER
- DOT #57 WASHED STONE
'
CONCRETE BLOCK
a
O
El
'El
.. -
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE N I THE BOTTOM 0 TT M ROW TO ALLOW POOL
'e.
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT
LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
• e� 2:1 SLOPE (TYP):
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF
:... :.
..: :.
..
NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS
NY PLACING 2 X 4 WOOD STUDS THROUGH BLOCK
OPENINGS.
e
' •'
!
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
_
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
4
�.+a.•de.:..
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
.�
'., ..:,,`,',:.
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. DOT #57 WASHED STONE IS
•
RECOMMENDED.
PLAN VIEW
�HARDWARE
2"
CLOTH
DEWATERING
TEMPORARY SEDIMENT
POOL
e
a
.,•' -
GRAVEL FILTER -DOT #57 WASHED STONE
:•. �...
e 1
.e
1' MIN
.
.e,.. a
?•1
2' MAXA
•
I 16" SCOP
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T_
i �' !A
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—III—III—III—�
I (-I I
/,
/
I �
I'
iP IINLET WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
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3
R20.00
RIP RAP PAD
TOP ELEV. = 4.20
PERMANENT
JG GRADE 20' WATER SURFACE
_F
ELEV. = 4.00
.11911)111111) = �
MARSH VEGETA
DETENTION POND DIMENSIONS (POND A)
1" = 60,
EARTH WEIR ACROSS
END OF FOREBAY AREA
w
Z
g
ELEV. = 1.00 a
BOTTOM ELEV. = 0.00
FOREBAY AREA CROSS SECTION (POND A)
NTS
EXISTING GROUND
TOP OF BANK
�710 YR=6.54
INLET ELEV. = 4.00
CLASS B STONE
COMPLETELY
SURROUNDS RISER -
PERMANENT
WATER SURFACE
ELEV. = 4.00
6" SCH 40 PVC TEE
ro
THREADED PLUG
THREADED PLUG WITH
w /
3 - 3/4" DIA. HOLE
J
DRILLED THROUGH
=
BOLTS - 13" O.0
INSET A (TYP)
NTS
ADJOINING
PROPERTY
INLET
ELEV. _
DITCH
TOP WIDTH
RIP RAP APRON
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE Local
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
1
BARREL
42" CMP
10' VEGETATED SHELF --+�
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
I SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION =
4.00
3.�
c,
POND BOTTOM
FI Fv - n nn
WET BASIN CROSS SECTION (POND A)
NTS
6" '
INVERT = 4.00
WASHED STONE
\ \\, DRAWDOWN DEVICE- PRIME WITH CLEAN METAL
�\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART
& FITTINGS, ATTACH BLACK EPDXY (TYP)
. / TO RISER TT A
I
51
1 1 1
-- 15-J
6' -
f�
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
1/2" 0 ROUND
BARS 3' O.C.
1/4" X 6" FLAT PLAT
SEE INSET A 4' 3,'
OUTFLOW STRUCTURE (POND A)
NTS
38"
II
r 6" 1 42" CMP
9 DRAWDOWN
DEVICE
SECTION A -A
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH #4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
SWALE
TOP WIDTH VARIES
- - - - - - - - - - - - - - -3-,- - - - - - - - - -
DEP
/ HUNTERS/ \ /\ VARIES
LAKE
PROPERTY LINE
L PUND OUTLET ©ETAS
NTS
OUTFALL PIPE
OF BANK
T `
PROPOSED
DETENTION POND B
14,526.08 Sr
0.33 AC
STORAGE
ELEV. = 4.13
28.70'
108 LF 48" CMP
INV. IN - 5.40
INV. OUT = 5.3C
R20.00'
4.03'
DETENTION POND DIMENSIONS (POND B)
1"=60'
RIP RAP PAD
TOP ELEV. = 3.20
PERMANENT
GRADE
20' WATER SURFACE
ELEV. = 3.00
EARTH WEIR ACROSS
3 END OF FOREBAY AREA
1
1 3.
MARSH VEGETATION BOTTOM ELEV. = 0.00
BOTTOM ELEV. _ -2.00
FOREBAY AREA CROSS SECTION (POND B)
NTS
�l 10 YR = 6.26
INLET ELEV. = 3.00
CLASS B STONE
COMPLETELY
SURROUNDS RISER -
PERMANENT
WATER SURFACE
ELEV. = 3.00
6" SCH 40 PVC TEE
THREADED PLUG
THREADED PLUG WITH
4-1/2" DIA. HOLE
w //
o /
DRILLED THROUGH
=
C
\\/\
6' MIN.
IR
BOLTS - 13" O.0
INSET A (TYP)
NTS
INLET
ELEV. _
R20.00'-\ _ / 28.12'
i
r
/
1 STORAGE
ELEV. = 4.13
PROPOSED
DETENTION POND //B
53,736.95 SF = 1.23 AC
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
2ADE t 8.00
S�Op
F
10' VEGETATED SHELF -�
TOTAL SURFACE AREA:
\
,430.23 SF
N. TRAVEL LENGTH
8.14 + 254.17 = 692.31
i-T ILLLV.
179.11
R20.00'
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
I IRIS VIRGINICA
ARROWHEAD DUCK POTATO
I SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 3.00
POND BOTTOM
FI FV = -9 nl
WET BASIN CROSS SECTION (POND B)
BARREL
48" CMP
6"
INVERT = 3.00
p p p Q p^ p a//
#57 WASHED STONE
\ \\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL
6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART
�j TOFITTINGS,
TIN S, ATTACH BLACK EPDXY(TYP)
A
I
5.5'
I � I
7' -
NTS
CMU'S OR CAST IN PLACE CONCRETE.
8"
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
78" APART
1/2" 0 ROUND
BARS 3' O.C.
1/4" X 6" FLAT PLAT
SEE INSET A !at 4' 3
OUTFLOW STRUCTURE (POND B)
NTS
40"
TT I I
6" 1 48" CMP
9 •DRAWDOWN>.
DEVICE
SECTION A -A
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH $4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
MAR 01 �001
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GRADE
MARSH
RIP RAP PAD
TOP ELEV. = 4.20
DETENTION POND DIMENSIONS (POND A)
1"=60'
EARTH WEIR ACROSS
END OF FOREBAY AREA
a
w
0
�1 z
a
a
FOREBAY AREA CROSS SECTION (POND A)
NTS
%-7 10 YR = 6.54
CLASS B STONE
COMPLETELY
SURROUNDS RISI
PERMANENT
WA E
E
6" SCH 40 PVC TEE `
THREADED PLUG.
IR
INSET A (TYP)
NTS
INLET
ELEV. = 4.80
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
MATH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH, THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
1
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
�P&iWW..POM OEMM i 4.01)
WET BASIN CROSS SECTION (POND A)
NTS
8"
II
I BARREL
I 42" CMP
INVERT = 4.00
4ANTI—SEEPPLAOLLARS TO BE
STRUCTURES AND SAY PACED
-:.. nr APART
#57 WASHED STONE F` ^
1/2 0 ROUND
\\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL BARS 3 O.C.
�\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART 1/4 X 6" FLAT PLAT
/ & FITTINGS, ATTACH BLACK EPDXY (TYP) A
TO RISER MSEE INSET A 4
38"
51 42" CMP
e-
6 I •ORAWDOWN
OUTFLOW STRUCTURE (POND A)
NTS
SECTION A —A
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH /4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
R20.00'1 _--? 28.12'
70'
R18.00'
PERMANENT POOL
INFLOW
^�,
ELEV. = 3.00
Hwy
R2 .00
M
'
pp'S
!OpI N
y6 N
20.00'
I
I
ng PROPOSED,
i �
$ DETENTION POND 8
ph,
$
14.526.08 Se
0
0.33 AC
?
R20.00'
STORAGE
"V_ = 4.13
_
\
108 LF 48 CMP
5.69' INV. IN = 5.40
INV. OUT = 5.30
238.58' v
/
$
1" STORAGE PROPOSED
3.47 DETENTION POND k'B
' \ 53,736.95 SF = 1.23 AC
DETENTION POND DIMENSIONS (POND B)
1"=60'
RIP RAP PAD
TOP ELEV. = 3.20
PERMANENS
JG GRADE 20' !�
7�!� z
.
MARSH
EARTH WEIR ACROSS
-ND OF FOREBAY AREA
FOREBAY AREA CROSS SECTION (POND B)
NTS
�/ 10 YR=6.26
INLETgPV. - 3U
*'L'[ASS B STONE
COMPLETELY
SURROUNDS RISER
PERMANENT
ACE
6" SCH 40 PVC TEE
THREADED PLUG —
BOLTS - 13- O.0
INSET A (TYP)
NTS
INLET
ELEV. = 4.13
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY MATH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
I
BARREL
48" CMP
it,
6"
INVERT = 3.00
4-1
%57 WASHED STONE
\\ DRAWDOWN DEVICE- PRIME WITH CLEAN METAL
�\ 6" GALV. STEEL PIPE PRIME & PAINT WITH 2 PART
& FITTINGS, ATTACH BLACK EPDXY (TYP) 1
�j TO RISER TT Af
I
7
5.5' ,
�T
FA
R20.00'
TOTAL SURFACE AREA:
68,430.23 SF
MIN. TRAVEL LENGTH
438.14 + 254.17 = 692.31
ItLty. _
179.1 V
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
004T POOL V"A71 M - 3,00
WET BASIN CROSS SECTION (POND B)
NTS
CMU'S OR CAST IN PLACE CONCRETE.
ri
\ R ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
1/2" 0 ROUND
-BARS 3` O.C.
1/4' X 6" FLAT PLAT
SEE INSET A � �- 4
OUTFLOW STRUCTURE (POND B)
NTS
40"
6" I 48" CMP
DRAWDOWN
DEVICE
SECTION A —A
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH #4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
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