SW8040401_APPROVED PLANS_20040427

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 9,-rkB* (
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
z�46da'-7
YYYYMMDD

i 293,25` do 28 5 173.5' 14.5' 1 I I LIMITS OF DISTURBANCE N�L� SITE
-� 27.0 25.0 23.0 20 0 6' _n 28.5 142'�-- `� CJ 31 SWALE No.27
7 � � � � • - 16.5
6 - BOOK 1553, PAGE 1 fi79 I1
249.5 1 16. �� , .5 �� j 1 3:1 SWALE No.27
.g.Q 26' 26 5 I
270 2 23.0 7 :f3 1 1 1' 11 1
6" FM TO �. R s1Deu�Y aC
r r I1 / I ` EXISTING 6" FM
_�- 1 0 .� - y 30 DRAINAGE EASEMENT l 1 I
1 / 1 II 1 I 0 �lyiFS� R4
26 l r / / 1 )
^� 9��ti� 2a.5 0.5 /
0*1 y 1f 1�0
253
7P m x RR p NUE
SCALE 1" = 100, �p5 59,5 83.30' 142'
1 1
00,75,
" - " - I NOW OR FORMERLY LOT 1 I I 1
F SCALE 1 - 100 SCALE 1 - 100KNOX / 1.87 Ac. APPROX. � 1
LIMITS OF DISTURBANCE BOOK 2482, PAGE 0761 1
NOW ❑R FORMERLY /// 1 1 L�CATION MAP
OFF --SITE STORMWATER BY-PASS SWALE (3:1) UNITED STATES OF AMERICA �"� I NOT T❑ scAL�
LOT 39 BOOK 1350, PAGE 0158 i �' / / 1 PROPOSED TURN LANE
%� / y (SEE SHEEP C1A)
1.44 Ac. APPROX. ti�
" // SMH 2F I
REVISIONS
Date I Description I By
w/5'xi 0 x18"E.pZ3.75
k ` � FF- SITE �STORMWATER BY-PASS SWALE (3:1)
INTERFERENCE MANHOLE N0.1 �� � /�� r
B.O. ASSY. � � • RIM 29.0 � ( 1) 2" B.O. ASSY. � 1 24 RCP a y
SMH 1 Q INV. 22.65 I // O F�
Off -SITE STORMWATER BY-PASS l l _ 1
'k'334 36 F.E.S. INV. 24.5 l 3:1 SWALE No.26 �/ 30' UTILITY EASEMENT I I �j � LOT 2 nn
\ 3 / I W
z1- 29•. / I N
LOT 38 , SDMH NO.5 / I 1.42 Ac. APPROX. I I
0.93 Ac. APPROX. - RIM 27.5 / I 0
1 l
\ INV.23.8 / 1 111i r�
LOT 40 \ s 3:1 SWALE No.2 TST No.29 30' DRAINAGE EASEMENT / I SSMH 2E I I U�4
V 1
23 3:1 SWAL No.25 v l
3:1 SWALE No-4 0.85 Ac. APPROX. 2j' " TST No 28 �/ - ` 1 �- 4 V l
24 F.E.S. INV. 25.8 / I E-1
`_. w/1O'x15'x24"E.D. N� 2� 7 //3:1 0 EN GRASS SWALE II LIMITS OF DISTURBANCE
ll 11 1 3:1 SWALE No.26 0 W
LOT 37 3:1 SWALE No.2 i�
\ N07 g „� - - 1 / 1 LOT 4 1 1 F.H. SY. I U1
' 0.93 Ac. APPROX. - -- - / 1
_ / a A
J ` `"e N�' S� - I p / 1.67 Ac. APPROX. I LOT '3() ` N
~~ _ / } 1.42 Ac. APPROX. I 1 (1) 8" B.O. ASSY. w Z
{ 30" F.E.S. INV. 24.5 LOT 42 ����� �, - -� 11 // 1 - } y
i w/1O'x15'x24"E.D. 1.06 Ac. APPRO ry f °r " II " " W Z
- - - LOT 41 I� T.0 -� OUTLET STRUCTURE l // LOT 5 �1� 88" TEE (1) 8 x2 TEE 18 CP " S
(1) 8" TEE 0.76 Ac. APPROX. OUTLET ST TURE F.P 2 .5 x I LOT 6 I 1.03 Ac. APPROX. GATE VALVE l SSMH 2D a 051 I l 50 TEMPORARY GRAVEL E 4
(2) 8" GATE VALVE I � N. •5 O.B.=2 - LOT 7 1.01 Ac. APPROX.I /`y I 1 ?� CONSTRUCTION ENTRANCE w Z �D Q
(1) 8"x2" REDUCER N1s•fl9'3..E 18"RCP 6'5
rP•=25.5 # 1.0 AC. APPROX. 1 V �� I I V w
LOT 36 4.ez' P•= 3 ` 1 4�_ 0 p 1 ATCH EXISTING ASPHALT GRADE 29.0±
FOR CONTINUATION SEE 3:1 SWAL No.� _ 6 5 (1) F.H. ASSY.
0.93 Ac. APPROX. 2 N86'15'5D'W ra TST No. S 'L
' - 1
THIS SHFFT OM RI HT• S o` 2 N SSMH 3A N� 1 S� 2C s� �� 1 11 1 W
„ 0.1
1 1 30 RCP �, -28 moo• :1 SWA No.11 43 { 24"RCP
Wx
1 16 ramr�►►' [--i
Y � - '0-=-•� -o J 3:1 SWALE No.13 } I A F-�
1 1 (1) F.H. ASSY. "' �� N " S TST No.13 E-1
x4rw y + S ;A`CE No., �� $5T No.7 wN hr 7 za '� r 18" F.E.S. INV. 24.8 I 1 Q
�� + +z+4�„3� N62ti4f�44+ MH 6A. M TST No. N o +� r� �j ;iNo.
eo 18 RCP w/5'x10'x18"E.D. 1 1 �•.♦
3:1 SWALE No. 0 3:i SIcA12LIFT STATION LOT 35 ssM 1 8 2. W 65. ' -' -2z 9•w ��. a �', T No.11 ~� �s1
1.24 Ac. APPROX. 1v So152'ai'E z �e p
LOT 12 LOT 13
3 �•31• � = LOT 8 � 18" F.E.S� Nv. 27.io
W W TST No.1 ,
3:1 SWALE No.3 3:1 SWALE No.22 * ^ y�� .09 Ac. APPRO _ � B w/5 x 10 x� E. 1.29 Ac. APPROX.
SSMH 1 B N r s. " / 1.92 Ac. APPROX. l Urn)
o z +��'�, P� 48 F.E.S. INV. 23.5 yC� I I I A w V l Q
1 � 404 WETLAN LOT 43 / )I 1 1 1 F'
c� ti- n,11 AC,� NtJ�4•o5•E W' .y� w 15 x20 x24 E.D.
U' r wo2'3t'o4'w 29,39' 1.28 Ac. APPROX. 9��W - _ ` / LOT 3:1 SWALE No.14 1 E" 4
49.36' .lg s '. �r + /g' N7 ^ " �, p" / dW 032i.. Z l x
1 LOT 10 y �.
1 1 s 41 , Nw I LOT 9 / I 1.35 Ac. APPROX. 1.60 Ac..iA
NB12559'E i SLry 4 '. e W �w2Bb45jFls" W -1 1.62 Ac. APPROX.
53 ��, s� + I OUTLET STRUCTURE �" 2g�aI I 41y W �w SSMfi 48 1 �y
SSMH 1A 1 1 ►. '%? + W i; 1 T;. Sw ' WU " _ \O + �
1 T'�i'� + ssrst'4a'i `L6� - - .B �= 5 *, �e +;, 24 F.E.S. INV. 23.Nszs 2t'E ` w W
1 ao.3e' a `.w + a3s w/ 10 x 15 x 2 4 E I{ 2s.7 ' N o l ` ti Q
528175iW SSMH 10 F.P.=25.5 + + �- l \ �ti �P N39i0'24'E 1 "��)11.4
47.51' y 4 NNN o° h �~
3.1 SWALE No.2 N.P.�� W s` ,� �fl55 45'W +�oB�s'35F 37.85' 1 l
MSERT
I TM2 16 ? 30" F.)r.5. INV. 24.5 5 ne r�o, e�, �+�e`o f h jSt E ` o3�"x W W 7 �2S LOT 14 11 I SDMH NO.1 y 11 1
LOT 34 / " - - .Soo ' 1.?p' N%7z'iz•�` 5(i3 3C'a4'E Sp4 � + W - -
SCALE: 1" - 100' w 10 x15 x24 E.D. ti, 4r> 1.35 Ac. APPROX. 1 AIM 30.0
NOW OR FORMERLY 1.24 Ac. APPROX. LOT 44 � c a2 ��+A + f .-� E E� 3,� Olt) s3: St0so25 1 �
•
W. 25.0
M❑DIN❑S 1) F.H. ASSY. �•1 05 Ac. APPROX. POND 1 �• s ~' .3, ssy S1s•3s'18'E 3:1 SW E No.23 l .
} �� # ° 4' w 11.00' } c1 (1) F.H. ASSY. 1 30 DRAINAGE EASEMENT
7 •7 BOOK 1815, PAGE 0702 aa!d I °o1 / for O I i W
TST No.2 69.99 AC. $�-` � 1 1 1 PROPOSED TURN LANE
_ 3:1 SWALE No.17 w W W W ,•� 1 �0 ��� �_ s LOT 15 I l (SEE SHEET CIIA)
_ UPLAND '� TST No.17 2 T .1 '� LOT 24 , 2'� • 1.92 AC. APPROX. 1 00
2�s = 25 . - 26 % k � - _ - + + � 0.85 Ac. APPROX. LOT 26 1 0.86 Ac. APFRQNL -� l 1 I 1 �' C�
�r = -� 1 SMH 4A I
ss ss Perry- = 25. S _ - 1
1 Vim• 48" F.E.S. INV. 21.5 LOT 25 d.87 Ac. APPROX. SSMH 2 20' UTILITY EASEMENT 1 1 4� 1 3:1 SWALE No.25 Z
7 ,75' p 3� � " ILI 12 3:1 SWALE No.18 0.94 Ac. APPROX. 24 F.E.S. IN�. 27.35 " I LIMITS OF DISTURBAN P--1
LOT 33 Q .,. {1) s GATE VALVE 1 1
s 0.97 Ac. APPROX. - - - - - w/1 x15 x181 E.D.��e
-�s SSMH 1 M + � p$ + SSMH 1 K (1) F.H. ASSY. SSMH 1 I (1) 8"x2" TEE 1 } 1 1 �j
I O
16625 `3:1 ALE No.19 / ,yo . �, TST No.14 " W �+
{) " TST NO. e TST No.19 / �, o ! r! l I 24 RCP
N 1 8 TEE fx 12' SSMH 1 N f �� LOT 16
°I j-" 20 UTILITY EASEMENT 11 w
(2) 8" GATE VALVE r �24" F.E.S. INV. 24.0 5. + I SSMH 1 ��► } 1.33 Ac. APPROX. I 1/ 1
�7 + + + sJ 1- Z O �
„p,�e ` TST No.20 �� + ��' + / �� UPL e - J 11 I 1�1 O� CO
Nay W W �k'1�•/ 3:1 SWALE No.20 �2 �] a� l 1 `J Ula
2 0 8" F.E.S. INV. 21.0 A, s TST No. � SDMH NO.3 �� 1 p
2 5' LOT 32 LOT 29 /15'x2O'x24"E.D. W + 2rE LOT 23 i 3:1 SWALE No.1 RIM 2�O I l +, Z co
259' 1.0 Ac. APPROX. au. „ZL r s5szs'23'w z2 4 SSMH 1JNV. 24.5
d 1.2 APPROX. LOT - " a ti SDMH N0.2
4 5 ' 1.75 AC. APPROX. (1) $" TEE � � 24"RCP I RIM 30A � I � � �
/ 2) 8 G.V. INV. 24.2 ` Ill W 1 1 c
DIMENSIONS POND c. APPROX. TST No.16 LO)r 19 1 1\ y 1 1 J 0 0 Z
\ SCALE 1 " = 100' N71 1E / �- I 3:1 SWALE No.24 a_
3:1 SWALE No.1 I 47.73 ' LOT 22 I LOT 2i0 / I 20 UTILITY�EASEMENT I 1 N ') • o a
1.1 s Ac. APPRO 0.83 Ac. APPROX. .86 Ac. APPROX. l LOT 17 1 1 �' ,� °'
LIMITS OF DIST RBANCE I LOT 1 1.75 Ac. APPROX. I 1 1 12" TEE I --I •'~ Q)
0.91 Ac. APPR�(. 3:1 SWALE No.16 1�� r SDMH N0.4 l "
a
/ N 8.4253. r L� I RIM 28.0 {2) 12" GATE VALVE co\� Z ��� ._ - - - - + y� / ��ff ° INV. 23.15 �� (1) 12 B.O. ASSY. � w C
aui a 7i . __.... �. _' r.�r ` \ �ON❑ 04 �o2g'37'w � 1 �111YI Fi STRI![ Tl1RF � o " p L0� 18 � � o�' i (1) 12" PLUG
LU 1• 31 ,�6`L I �I��mn ,,n
�:. T.O.B.=27.0 _ 45.02' v,
p 1.78 Ac. APPROX. �\ \ F.P. _25.0 N703�014 W ��
\ s N.P.=23.0 -1 �� ea
F.H. ASSY. ps a2 574 8 �r �5 r ~
16' PINE / R� 1
\ \\\\ Q 8 j / i• + g N395339' SMH 1 H f r
-<03 w LOT 28 / �� y� `mow Ssz3+,2 4g}.16 1 E - 5T No'13 " - f 1 II SMH 10
\29 3.2 Ac. APPROX. s�i'� S07'46'17„- �" --
0.
2 + s . 2 f ~ 1 - 1 1 ,�11411111fI/7j
��, + S*y3 t s}oaE -� - - 1� " l ` ``����T
oo Z J L A. 20,•3 �6� ��� { 18 RC SSMH 1 E j l 'C rEi,
P0° \ S 50 s �,,L�39 6 l 1 r� 1 1Q�
r SS H 1F t SEAL \ip
Z L q'35'W l 1 1
\ auld� 1 \l ii 5253 1 l
6.76� � 32.J1' , � _ _
�.�11►j \ \ e'er " -�� 1 WCUT EX STING ASPHALT
�%% \ 8 au!d.. h�6"P'n 1 8 x12 C �RfEt r-r� i ��. 1 17374 '
\ \ ) _. 18"RCP RESTORE T ORIGINAL GRADS _ h I .y •• �:
W au!d„Z I GATE VALVE �t��r - r " " �\ �` DISTING CONTOUR
12 x8 CR SS TE SSMH 1 G , m� 1 A
W \ \ \ 2 16"Pine {2) 12 G () rl E�STING SPOT ELEVATION�� -�
{n ` j o. 2 { ) 12" GATE VALVE 1 0 1 1 SSMH 1C '�iREI'roR���`
72"CMP {11 12" PLUG I 0I 50 TEMPORARY GRAVEL /•y'�' PROPOSED SPOT ELEVATION 1
_o ® DROP INLET w/INLET PROTECTION 1 1 DATE 04-05-04
10'x70' SIGHT TRIANGLES AT ROAD ENTRANCE (lYP)� - - o.21 I I -C CONSTRUCTION ENTRANC 1
-r - SECTION 1 (HIGHLAND DUNES MATCH (EXISTING ASFIHALT GRADE 7.5t = S� DATA 1
79'55'5 E MAP BOOK 12, PAGE 26 I f f SIORMWATER RUNOFF DIRECTION 1 1 1 PROP SWEET OSED RN LAN DESIGN PGT
6 9'
1 / TOTAL AREA 72.53 ±ACRES 1 ( )
18"RCP I 11 1 l V-4 ZONING 1-1 + + + WTLAND AREA 1 1 DRAWN JK
1 CI NUMBER OF LOTS 44 1 1
50, TE PORARY GRAV �I NOTES. I r1 ASPHALT ROAD AREA 122,756 SF o ((O T1NG MONUMENT
CONSTRUCTION ENT CE i 1. BOUNDARY INFOR ON TAKEN FR& MAP ENTI "ROSEMAN Cr 6. STREET S � .BUI DOT SPECIFICATIONS l I PLAN *T (CONTROL POINT) 1 1
f PRE ARED BY MIC EL UNDERWOOD AND ASSOC. P DATED 1 /23 000. 7 EET LIC IGHT OF WAY. �0.0 FEET EC SS OTHERWISE NOTED. SITE P�-+A O SfT IRON 1 1
MATCH EXISTING ASPHALT G E 26.5± 1 f 2. 404 LOCATION WAS PERFORMED UTI ZING ONE (1) TRIMBLE P C 1
DEft� SCALE 1" = 100' 1
8. W, TER BY NEW DOVE COUNT}' WATER SYS 0 E:ISTING IRON 1
MAPRING GRADE GP UNIT. THIS IS RURAL,. LIS/ (CLAS B). BAR SCALE 1 =100
� 3. OWN R - INTER ST B1�51NESS AR LLC j � 9• SA�ITARY SEWER �Y HANOV R COUNTY. FOR C ION SEE
1 10. I_ T SIZES4SI3
N T D. L41ITs OF DISTURBANCE THIS H I ERT LEFT SHEET 1 of
4. THIS PROPERTY IS ABOVE THE 100 YIR FLOODPLAIN 1 11. D NAGE E NSTALLED PER NEW HANOVER COUNTY AND DWQ. SPECIFICATIONS.
b BY ARNOLDARSON PLS P X TEMPORARY SILT FENCE
5. TOPOGRAPHICAL INFORMATION SUPPLIE1
12. D VEWAY PER T ARE SUBJECT TO NCOOT REGULATIONS. 1Q0' 50` p• 1D0' 200' .tea' 1 01 122

..�_... ... i._ _. .� � �. .L�. w...li .L _u.. a .i._r_a.� a.J_ 1ci •� w �e .-..0 u1wL y_ � r.. .. � uL'_! l.f re-. �.�.�.. ��.� uf..�...i 1_.fs..�n �1eiz..a.�. �1.
126
28.5 142'
173,5'
14.5'
LIMITS OF DISTURBANCE SITE
REVISIONS
Description I By
3:1 SWALE No.27-J t -
BOOK 1553, PAGE 1679 i �}
26 16.5 16.5 --� 11 } 3:1 SWALE No.27 ' S
} U
♦ I /
93.25
1 1 1 l II I} 6" FM TO R SrDBllR� RD
30' DRAINAGE EASEMENT / }} } EXISTING 6" FM
k'+ 5 ��� 20•5 l r • // II l I 0
4'' - / �I I
jzj
SCALE 1" = 100'
� 183.30' Or
N05'59' S�� 142'
00r75�
' I i� } l 14 _
r - 0. 0,
©IYENSIONS POND 12 LOT 1 4 I} I
/ 4
SCALE ]" _ 1 OO' FORMERLY
SCALE 1 " = 100' NOW OR KN❑x / 1.87 Ac. APPROX. }
LIMITS OF DISTURBANCE 1 BOOK 2462, PAGE 0761 / } } LOCATION M A P
NOW OR FORMERLY l // I NOT TO SCALE
LOT 39 OFF -SITE STORMWATER BY-PASS SWALE (3:1) UNITED STATES OF AMERICA
1.44 Ac. APPROX.
BOOK 1350, PAGE 0158 //
` �
4`�r j }
'•P_ 18" F.E.S. INV. 23.75 ` • // SMH 2F I I
w/5'x1 O'x1$"E.D. + Q, RIM 28.0 l
� , c� / f --
FF-SITE STORMWATER BY-PASS SWALE (3:1) INV. 24.1 I
2" B.O. ASSY. 24" RCP INVERTS TO MATCH
w
\ (1) 2" B.O. ASSY. I EXIST. SWALE ±26.25 14
SMH 1Q
27.0 POND #2 pFf-S STORMWATER BY-PASS I } I
3.2 36 F.E.S. INV. 24.5
�•� - / / I 30' UTILITY F.ASEMEf�T � I �
2 . \ \ �`�z9, T.O.B.=28.5 3:1 SWALE No.26 I
LOT 38 \ F F.P.=25.5 / LOT 2 } I
N.P.=23.5 SDMH NO.5 I I 1.42 Ac. APPROX. } z
0.93 Ac. APPROX. \ BTM.=16.5 RIM 27.5 // I• I I 0
1
� INV.23.8 / I }
- _ • 0 \ 3:1 SWALE No.2 TST No.29 LOT 4s
-- \ 23 • 30 DRAINAGE EASEMENT 3:1 SWAL No.25 / I RIM 28.5 } 1 SSMH 2E U
3:1 SWALE No.4 0.85 Ac. APPROX. 2r 22 .yY // } INV. 23.27 11 } y
( TST No.28 24" F.E.S. INV. 25.8 "* / / I - Z
1 w/1O'x15'x24"E.D. N�g''Zo,k6 K //11 0 EN GRASS SWALE I I IT F DISTURBANCE
} I 3:1 SWALE No.26 0
LOT 37 3:1 SWALE No.2 \ \ 1 I LIMITS O D I I }
0.93 Ac. APPROX. - - LF TREATED ►v07g E -� } LOT 4 I LOT 3 (1 F.H. A SY. I
:�e 07.59'19"W / / ) I
BAFFLE WALL `� � N � } � o / 1.67 Ac. APPROX. I 1.42 Ac. APPROX. I 0 A Z
i 30" F.E.S. INV. 24.5 LOT 42 ,�"�� ~, - � _ - � } � // I I " I} I (1) 8" B.O. ASSY. w � I --I
- - - w/10'x15'x24"E.D. 1.06 Ac. APPRq r~ ~~ - I / 1 I 97 18 F.E.S. INV. 27.6 I w �+
LOT 41 1 �, 7 OUTLET STRUCTURE } / LOT 5 (1) 8" TEE • 1 I w/5'x10'x18"E.D. ��
(1) 8" TEE 0.76 Ac. APPROX. OUTLET ST TURE / 2 8 GATE VALVE I .Q� �o I 50 TEMPORARY GRAVEL (�
(2) $" GATE VALVE I I LOT 6 } 1.03 Ac. APPROX. I I SSMH 2D , }
I RIM 29.5 CONSTRUCTION ENTRANCE w 0
1 8"x2" REDUCER " 8.=25 5' LOT '7 11.01 Ac. APPROX.I /I� 1 8"x2" TEE l
() INV. 22.27 r�
N16V9'3o'E � 18 RCP � �' 1 V () I » I V w m
FOR CONTINUATION SEE LOT 36 3:1 sw No.9.02 p .P. _ #3 1 0" Ac. APPROX. SSMH 2C ?mo o o } ATCH EXISTING ASPHALT GRADE 29.at F+y
0.93 Ac. APPROX. N8616'.WiM id TST NO. 4 RCP (1) F.H. ASSY. RIM 29.5 ^�h �� } I
° SSMH 3A I INV. 21.11 I Z W
" --� o� N ° RIM 29.0 �V 4� •�- •` pi 1 I I " rr�
30 RCP �g 24 RCP INVERTS TO V
11 �1 �� ', � � w•- �`w�..`„} k� 792t36. ' �� l STWSAT Noll
MATCH EXIST. SWALE ±25.8
0.10
�I (1) F.H. ASSY. WALE No. 13
42LL N0.o7
�-- WQ r
TST No.8 18"RCP F.E.S. INV. 27.6 I I `y
LIFT STATION °' NO s y Mn fiA WS "� N� $ �`� --� p, BO 18 RCP w/5'x10'x18"E.D. } }
LOT 35 • I SSM 1 e-�, B5. ' �ssz iv 28.5 3-.1 SWALE No. ..��- 3:1 SWALE No. 12
w srn•5z'rn'E � � . � � d`
5 1.24 Ac. APPROX. RIM 27.5 h ^ 1 3r•� $ W LOT 8 w TST No. 18" ,F.E.S F #NV. 27.1 LOT 12 LOT 13 } h1 �-•'�
SSMH 1 B 3:1 SWALE No.31 No,22 �, ��j1.09 Ac. APPROX4 _� TST No. 1 J B w/5 x10 xj8 E.�. 1.29 Ac. APPROX. j Z
RIM 15.5t w 404 WETLAN z Vim;%. "� 48" F.E.S. INV. 23.5 f _4ZIM 29.0 1.92 Ac. APPROX. } I I Q w v 1
s yJ w 15 x20 x24 E.D. I 0
k INV. OUT 1.25 -{� LOT 43 �' �' �' \ � � " INv. 22.s7 l 31 SWALE No.
ti 11 AC.t N,794.05'E / ,RI 29.O� 1 I
' INV. IN 5.0 U'_ 'fir Noz--st'o4•w 1.28 Ac. APPROX. 9 9 /
zs.3s' Z
1 t 1268w 49.3s' P `'!1s W W ,, ,; �� I �13.4 LOT 10 LOT a3a,.i t L pT4�'
x I
1 1 ! �7-„� " Na125'59'E ta'w + w \Wen, W Nu LOT 9 / 1.35 Ac. APPROX. 1.60 Ac..�A ` �f l } 11 V W y
SSMH lA y (n 62 W s, 's' W �^ 1.62 Ac. APPROX. '� F 1 z
RIM 15.5t �1 i f OUTLET STRUCTURE , e i W W g I �� SSMH 4B
INV. 1.0 t,��'� sbt's,'44-E 11r0 L , -� "w W N " 3= W o �PQ� RIM "0.0
sea„sz•w 40• SSMH 10 �� •B•= 5 W e 24 F.E.S. INV. 24. ry _�
47.51' F.P.=25.5 44'w5• ; W/ 10'X 1 5'X24"E `•,r N52.3 1'f , v r`� In INV. '. ] .20 1 I
RIM 28.0 \ 29.7 ' `V `�P�N392U'20'E y 1 }
3:1 SWALE No.2 . P. - o 5 W z ` ''� �5 ta055 4sw N 37.85' I 1--1 E-4 1--I
INSERTINV. 21.38 2 s2 �`,' ,�� w zY 3s *`''Y° �s3 0 '351 No2 t
1
SCALE: » - LOT 34 30F.E.S. INV. 26.0 .-16.5 , .ne s� $ �� �/ Hr, y�3,5`y' W ?�2s LOT 14 I } SDMH N0.1
t -- 100 1.24 Ac. APPROX. w/10 x15 x24 E.D.tie4-- s0+ "rO97zzz 5� s0a3o'+4•Eso43s' •Wsz91 $101 } = } D
NOW ❑R FORMERLY LOT 44 1 ati6�� W , �,45 49.25 6025E 1.35 Ac. APPROX. } I RIM 30.0 y I r 1
!!! INV. 25.0 1 V
MrinrNn� 1) F.H. ASSY. o s i $053 zs 3:1 SWE N0.23 1 I
0702 d p05 Ac. APPROX. 1 POND #1 �s Sr' ns74-r-w sts•3s'ta•E r`` } I� •
Quid. � �3" � �OT 24 srw tt.o0' l w (1) F.H. ASSY. � } 30 DRAINAGE EASEMENT j } ^
�Or o y W
TST No.2 69.99 AC. W 4� 0.85 Ac. APPROX ` I } I I PROPOSED TURN LANE
- - - - 3:1 SWALE No.17 UPLAND �� W W y 48" F.E.S. INV. 21.5 I to ��- s LOT 15 } 1 (SEE SHEET CIA) w d4
? � p-nee TST No.17 .1 y " 27 �� �.� - 1.92 Ac. APPROX.
TOP OF 48 PIPE TO E LOT 26 I 0.86 14c. APPJRQ7k.t j } I I _ ` N
S00
���. (�
PROTECTED w/RIP RAP 0 SSMH 2 -�� } SMH 4A I
36 1� SWALE CROSSING ON OTH LOT 25 0.87 Ac. APPROX. 20' UTILITY EASEMENT ` IRIM 30.0 } 3:1 SWALE No.25 Z co
I INV. 20.71
LOT 33 p,o ' tz _ SIDES OF ROAD 0.94 Ac. APPROX. 24" F.E.S. INV. 27.35 h 1 8" GATE VALVE ~ •P4
0.97 Ac. APPROX. "Zr SSMH 11 w/1 x15 x18 E.D. e ti� O " I I } ,.4
SSMH 1 M s� 3:1 SWALE No.1 RIM 28.5 `10 (1) 8 x2 TEE } } 0
3:1 ALE No.19 RIM 28.0 ^o 1 2" GATE VALVE LIMITS OF DISTURBANC s,
� TST No. e .. � �T H 1 L a. ♦yo ENV. 17.63� . _ � () a I } cd
(1) 8" TEE 12 SSMH I N INV. 19.53 s, o �� - ao I ti 24" RCP INVERTS TO
I 28.0 (1) F.H. ASSY. r TST No.14 rl I 20 UTILITY EASEMENT 1 � ,1 LOT 16 If ,� tz5.0 W �' U
� (2) 8 GATE VALVE RIM 28.5 TST No. 19 � � � �/ �- IN� 19. 4 " �- I � } i �o��Cr T���1�C fLJ
INV. 20.71 1 24" F.E.S. INV. 25.0 �" / 32'44•EO -- 1.33 Ac. APPROX. MENTAL Z O O co
-p•,ne 1 -1 �js4.36•�"� H ?A t I M ".:.';1G ,,.L:lT Cc: ; i::,^SI01� 0. 4 ; 'r ,e-.r CD
TST No.20 >� W W „ �`'� / 4 SSMH UP L I 28-5 J I j D�v�� c,a of 1�rATEP CUALITY +�
" w• k / s TST No. r INV. 18.9�2 J n
. 4 F.E.S.F.E.S; INV. 21.0 ,�� � W � %� 1 SWALE No.2O RIM 2 .0 � � 1 - ��� rr - � I IL Da
Z� Q � CX•d-yYL�� � O ul �
LOT 32 LOT 29 /15 x2o x24 E.D. INv. a.5a SDMH NO.3 } Z 4,, z co cr
1.0 Ac. APPROX. au�d�Z� s56•z6'z3•w w 2' 4rE " a ry' 3:1 SWALE No. IM 2 O SDMH N0.2 i l(� CO [0
1.2 APPROX. 3.33 SSMH 1J �. " j } 61ur :rater Permit No.��_ r ,
LOT 41.5 RIM 29.5 (1) 8" TEE m 24 RCP �NV. 2 .5 j RIM 30.0 1 4 1 �1 Z
" DIMENSKM POND #1 c. APPROX. LOT 23 INV. 18.19 `{2) 8 G.V. TST No.16 LO 19 } INV' 24.2 1 I j +� O O O Z'
\ SCALE 1 = 100 1
W N7 353' 1.75 Ac. APPROX. { 1 } � 3:1 SWALE No.24 ' � +� .-r .-� W
3:1 SWALE No.1 Ir w , 73 LOT 22 LOT 20 i I 20 UTILIIYEASEMENT l 1 o, Q,
- I I \I APPROX. .86 Ac. APPROX. I LOT 17 - I
\\ �- LIMITS OF DIS RBANCE W ' 1 1.18 Ac. APPRO LOT 21 } a
U I I 0.83 Ac. 1.75 Ac. APPROX. /Iy {1) 12" TEE F__4 �"� •� o
1 1 0.91 Ac. APPRO. 3:1 SWALE Na.16 SDMH NO.4 ! } I (2) 12" GATE VALVE p� O X o
N3642;'- 30" INV. 21.5 r '� - } RIM 28.0 - r+ •^" 4 a U
\ Z acid i; t 2 - - - � � �. # & 2 � • - INV. 23.15 /� ,� { 1) 12" PLUGASSY. � �' � 0.� f3.
w 6 sy�, ` \ �OND 4 28'37•w f / �r oa LOT, 18 (1) 2
LOT 31 6'� SSMH 5A s� W �$} T.O.B.=27.0 15' sBSvtie'� OUTLET STRUCTURE P �� a°
\ `Z9 Z RIM 29.0 a-�. W v^ tis \ \ F.P.=25.0
\ \ 0 1.78 Ac. APPROX. 45.02' 1.65 Ac. APPROX.
INV. 23.0 p o N.P.=23.0 N7D3�ot4�•w
�1 I
\\ U?�s,W BTM.=17.0 IV
0Y (1) F.H. AS j t ,p _ - 9'►f" -
\\\\ 0 \�8• 's yi7- ,, $: ' / 11 s P
41, SMH 1 H
\ \ \ °° - N39s33s•w' °° _ram RIM 29.0
LOT 28 ��� w a>s�t �" s52 2 481.16' 1 s E INV. 1 T Na L3 " - -� 1 ll SMH 1 D
l �.
\ \ \\ 3.2 Ac. APPROX. I ram• w- S?;°O� f •a6'17 E \ x -- �- I I RIM 29.0
` SSQQ INV. 13.54
30" FA.INV. 22.75 _
\ 9 --
\ \ \� ZONE I-1 �'.� � l 43' w 553'1 t w/10'x15'x18" E.D. �a• ( SSMH 1E
a . \ ! r J f 20 E �� �� J , �» �� P INVERTS T �I
- 5S RIM 29.0 I
\ \ \ aui S 50"W �^ J 3t•w ) 1D f SS 29.0 MAT E IST. SWALE f25.5 INV. 14.63 I I
d Z L 1 r s25 22 1� r E A L
quid f'��6"pine 1) 8"x12" CI } _��t Y� / l 1 SAWCUT ISTING ASPHAL 15.64 LEGEND l 1 ;S': >�
' I `0 17374
" r RESTORE 0 ORIGINAL GRA ES-- EXITING CONTOUR ` SSMH 1 C
Ld \\ ` \ \ \ aurd,ZL GATE VALVE �- r » ___ I RIM 27.0 %<<j' Ch'GING6..•--'���
LtJ � \ 16"pine 2 12 - `- 12"x8" CR SS TE 18 RC INVERTS T I A
() () ' �.� EXISTING SPOT ELEVATION I INV. 12.89 �., G
I MATCH EXIST. SWALE ±25.0 RE(�`
o. / (} 12" GATE V LVE �
EXIST. 72"CMP (1� 12" PLUG I �71 SSMH G i�~ PROPOSED SPOT ELEVATION
IO'x70' SIGHT TRIANGLES AT ROAD ENTRANCE (TYP) Wig" r - o.21 I I RIM 29.0
MATCH EXISTING ASPIHALT GRADE 7.5t INV. 16.45 ® DROP INLET w/INLET PROTECTION 1 1 PROPOSE URN LA E DATE 04-22-04
r ` - - j a .� f STORMWATER RUNOFF DIRECTION 1 1 (SEE SHEET CIA) DESIGN PGT
79'5s'S �1 SECTION 1 }HIHHLAND DUN S I � 1 SITE DATA
6 9' } MAP BOOK 12, PAGE 26 I / 5 TEMPORAR GRAVEL
18 RCP NOTES: 1 I I C NSTRUCTION NTRANCE `' TOTAL AREA 72.53 tACRES _ DRAWN JK
" y �' ZONING I-] •. � a W WE•I..AND AREA � pa
50 PORARY GRA 1. B UNDARY INFORMATION TAKEN FROM MAP }ENTITLED 6. LL STREET S ALL BE BUI TO NCDOT E i 6 CI NUMBER OF LOTS 44 PtiTE PR1.1\ 1T D
" OSEMAN TRA PREPARED IBY MICHAEL NDERWOOD 7. TREET PUBLI RIGHT OF W 0:0 -1E UNLESS OTHERWISE NOTED I. rn ASPHALT ROAD AREA 122,756 SF ra EXISTING MONUMENT 'r u'
CONSTRUCTION ENT CE I 3 I (C(NVTROL POINT)
A D ASSOC. PA DATED 1 /23/ 000. B.
AN4:F BY N BY N HOVER COUNTY STEM. I I SITE PLAN
p,p� i ���n:1. 11
MATCH EXISTING ASPHALT G E 26.5t 1c . 2. 4 LOCATION AS PERFORME UTILIZING 0 E (1) Q7W 1 1�1 1
lc 1
IMBLE PATHFl DER MAPPING RADE GPS NIT S_ s J111 Dr SIZES AS NOTED �ER N NI VER COUNTY ND DWQ. SCALE 1" = 100' O SE' IRON 1
p EXISTING IRON
A RURAL LIS/GI SURVEY(CLA . - I
NAGE TO B 1N ALLED EW HA BAR SCALE 1 100' FOR C TION SEE
3. 0 NER - IN T�- I3t7S ES PARK, LLC I S%CIFICATIONS. LIVITS OF DISTURBANCE 1
4. THIS P TY IS ABOVE THE 100 YR FLOOgPLAIN I 12. DF�IVEWAY PERMI ARE SUBJ T TO NCDO REGULATIONS. THIS H I ERT LEFT SHEET 1 OF
5. TOPOGRAPHICAL INFORMATION SyPPLIED BY ARNOLD 13. COEAkH LOT IS PR)pVIDED RESPONDIN D. TO DI ECT ALL STO MWATER RUNOFF TO THE X TEMPORARY SILT FENCE01 122
CARSON PLS PC. 100' 50' 0' 100' 200' .iIYJ' wl\
I. i ,,;1 h i- err. .. t,t r:'S:i 'V ::t 'r gl�. •�! 7}; �'� r.R� i�ai �^Ir:'rr l.iY�ri

r�
o z
U
WOOD FRAME
f� T
NOTES:
1. AS SYNTHETIC FABRIC. USE A SHEEP OF NYLON,
POLYESTER, OR - STF�7NGTH
(50 LB 11NCH 12. ULTRAVIOLET RAY
INHIBIT6RS AND Sr FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. iT MUST 13E REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS.
3. FOR STAKES, USE 2x4-NCH WOOD(PREFERRm)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF
4. SPACE STAKES EVENLY MOUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
THE GROUND. APPROXIMATELY 113 INCHES DEEP.
TEMPORARY FABRIC DROP
WOOD OR STEEL STAKE -
FABRIC -
wjOEMMMI ---•-
SmMMMTJ
BURIED FABRIC SKIRT
AS DIRECTED BY END
METER
KE
10
Lb
io
TY,P=C��_ GRASS SWALE
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
2x4-NCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP NLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC N A TRENCH AND
BACKFI.L THE TRENCH WiTH AT LEAST 4 INCHES OF CRUSHED STONE
OR 12 INCHES OF COMPACTED SOIL
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAM. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE.
S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE FROM THE DROP KNLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET EROSION CONTROL
iSF c.gmw
STANDARD WATER SERVICE DETAIL
w RK*ff AMA SITE WORK NOTES REVISIONS
T4wETNotr B' SHL 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date Description By
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
_ VEGETATION DEBRIS EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
s" AMC STONE iIASE
2' NCOOr I-2 ASPHALT
PROPOSED
WATER MAN PRaPDSFD
s- SW SEWER
A
me 2' SPILLWAY
snOHE allH£
TYPICAL 60' RM CROSS-SECTION ti�
FLAW
�-------
UNDISTURBED
SUMP CHANNEL BOTTOM
BOTTCROSS SECTION
W
POUR 2' SQUARE x 4" DEEP
CONIC.
PAD AROUND VALVE BOXES
GRADE ALVE BOX
w
_ STONE SECTION A A
TREATED VALVE BO Nis TRAr WILL TE CONSTRUCTED rmw,
I,MIDS(`.APE
I TIMBER SCREWED D VALVE
FITTING s rsECONDLY.
IRON BODY THREADED 2. �SEDI E HHEK*lT O � OF SPILLWAY
2" C.I.P. COUPLING
`D SLOPE UPS TYPICAL 3• SPILLWAY DEPTH SHALL BE ONE FOOT.
V C.I. BOX K r PAD 4. STONE FA � p NO L� THAN 6 INCHES
PEN FROM THE FACE
Box
1 MiIN•
M
6" GATE VALVE
1 - GALV. 1 /2" U-ANCHOR
BOLT END AROUND HYDRANT
I
i--2'-O' MIN
BOOT AS SHOWN.
CONC. BLOCKING. POUR
AGAINST UNDISTURBED
GROUND
TYPK`,�IL I•IYDRA�IT
muc
mg
NTS
EDGE OF PAVEMENT-�
dC COWER MAX. 45" N DF iW ILAfiisE STONE.V� � 1W LONG SWEEP 5 SUMP SHOULD AUDW FOR A MINIMUM OF
NO
DIST. AC
REQ. CF
L
W
D
PROV. CF
1
0.55
990
20
20
3
1200
2
0.2
360
15
20
2
600
3
0.2
360
15
20
2
600
4
0.32
576
20
20
2
800
5
0.73
1314
40
20
2
1600
6
0.13
234
20
10
2
400
7
0.60
1080
30
20
2
1200
8
0.13
234
15
10
2
300
9
0.13
234
15
10
2
300
10
1.1
1980
40
30
2
2400
11
0.13
234
20
10
2
400
12
0.94
1692
30
20
3
1800
13
0.55
990
30
20
2
1200
14
0,46
828
25
20
2
1000
15
0.35
630
30
15
2
900
16
0.34
612
20
20
2
800
17
0.67
1206
35
20
2
1400
18
1.03
1854
40
25
2
2000
19
1.01
1818
40
25
2
2000
20
0.83
1494
35
25
2
1750
21
0.24
432
25
10
2
500
22
0.22
396
25
10
2
500
23
0_28
504
25
15
2
750
24
0.11
198
20
10
2
400
25
0.28
504
20
15
2
600
26
0.17
306
20
10
2
400
27
0.69
1242
35
20
2
1400
28
0.87
1566
40
25
2
2000
29
0.69
1242
35
24
2
1400
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WiTH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FiLL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY, AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13, THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
c AS REQ'D TO REACH
90' ELL TMoo � _
TAMPED BACKFILL SCREWED FiTTiNG
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
t� OPTIMUM DEPTH
3,_ ,- . s. S� OF sEmjW AM IAS� �I�� Ec�m E" I
7. REIAOVAL OF SfIM1ENT TRAP wRi BE GONE IN slldi A WAY
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TiMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS IIi WITH RUBBER GASKETED JOINTS
TO LIMB SiL AT10N.
AND WITH
WATER MAIN --AS
SEE PLAN SHEET FOR LOCATON
NOTE TAP WATER MAIN ON TOP FOR HIGH POINT BLOW -OFF.
INSTALLED IN ACCORDANCE MANUFACTURER'S REQUIREMENTS.
VARIABLE SLOPE
1.5X MINIMUM
TAP WATER MAIN ON BOTTOM FOR LOW POINT BLOW -OFF.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
N� PIER COUNTY 1_ MAIN
TEMPORARY SEDIMENT TRAP DETAIL
NON MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
F-I
COMBINATIO,I
BLEEDING. REFLECTIVE
BLWII MAIL NTS
NIGHT REFLECTING.
NOTE: MINIMUM 3 FEET OF
5I•W.L BE MAINTAINED UNLESS
NTS
20. DUCTILE IRON SHALL BE CLASS 50.
DUCTILE IRON PIPE IS USED.
TYPICAL FAR SIDE
SEWER SERVICE DETAIL
TIMBER- E
NTS »
M
M1AS
NOTE
1. CONTRACTOR MAY USE BRICK WITHIN MA). CORBEL. 1' PER COURSE
C 1'CO�VER
v�
OIL
0%
0
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
�15
w
w
W
V�
COMBINATION
-�
<
T
MAX 45 SWEEP
'7'L
COARSE AGGREGATE ` `� ��� • BENDS AS REQ'D
' 'h
MH
IPPIE PER
;7
X.,
MAIN ANGLE REQUIREMENTS COUNTY
TEMPORARY GRAVELLED
AS REQ'D
CONSTRUCTION ENTRANCE ' ' I A
NTS �
NOTE MINIMUM 3 FEET OF COVER
o " � 1 MANHOLE SHALL BE MAINTAINED UNLESS
Ifll�[ jN RQr� _ C �L IHKW9 SS DUCTILE IRON PIPE 1S USED.
LATE WINTER & EARLY SPRING _ _w��_I /��MPR2WALL THKW4ESS
TYPICAL NEAR SIDE
TEMPORARY GRASSING DETAIL ! FOR 5 D"' ILA
SEEDING MIXTURE 5' 1YP , SEWER SERVICE D ETAI L
��wrr
. RATE (bZgc ) _j 1 "" 1 I NTS
Rye (grain) 120 0 '1 PLAN
Annual lespedezo (Kobe in
Piedmont and Coastal Plain, I.
Korean in Mountains) 50ET� COVER -]PRECAST 4" RISER RING
Omit annual 'o°a°o "� z �e use BEDDiIG FOE11iilATION YMRES 10' MWL
Mopedeza when duration of temporary cover is not to extend v ° °°
beyond June rp �a •_ L4•� ' _ T - . �' °°�� ��u Q 12" OC
c
�oo °o°°° o°n°o°o o°o°000 oo°ooa00000°°°°°000°o°c
SEEDING DATES'
SEEDING DATES:
ML 12-1 fyL
MMrft ns - Above 2500 ft: Feb. 15-May 15 RUBBER CASK r
Below 2500 ft: Feb.1-May 1 a. MIN j� � `
2" TREATED LAe TOP ELEV 25.5 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
(2 TREATED 2 x6 STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. Z O
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WiLL BE
T xfr TREATED TNAG SLATS PAID FOR BY THE CONTRACTOR.
23. SEE GEOTECHNICAL REPORT NO. , DATED . BY _
(2) TREATED 2- FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RiSE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. r
A A 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING w
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. r N
1B x1a� ooNc TE a TMPED POSTS INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNI C� W
w 4. ALL EROSONNCONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. O
2-,i6- ap SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE O
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE W
CLEANED OUT AS STATED OR WHEN HALF FULL.
2-"e 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
E:jSEE PLAN 1"A" FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
I 2'x6' 6. IF APPLICABLE. INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS &-eel
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM O
ENTERING STORM DRAIN PIPING. r%1
SEE PLAN 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. ��,,// ,,�1
�y 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF
y
5EL?ILyN A -- A ((�j FABRIC X OR t ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZD AREAS.
APPROVED EQUAL) 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
ENERGY DISSIPATOR 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE. I�
06ML DETAIL FOR EQNQ J211. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. �
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
STEEL OR MOOD Past NTS
tlfiiE FABlitc • 10' WIDE VEGETATED SHELF TO BF MAINTENANCE REQUIREMENTS H
6' PLANTED w D SPECIES AS LTO B BELOW 1 • ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND 14
F•� FAeIIC /�» OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE, LESS THAN
Piedmont - Jan. 1-May 1
Coastal Plain -Dee. -Apr% 15 F'OR� 8 DEEP) T�
w
solL AMENDMENTS 48"� STANDARD MANHOLE M � >� � { A
Follow mcou rnarxk ma of soil teats or 2,OD0 Ib/ocm ground agriaul-
tural limestone and 750 lb/acre 10-10-10 fertM w. NTS l I U
MULCH SPRING -SUMMER MAR . 5 3/4 oP Jr N MO
APPLY 4,000 LB/ACRE STTtAMi. ANCHOR STRAW Tit' TACKING WITH ASPIiALT. NETTING, PERMANENT GRASSING DETAILQwwMeMwL HIKE A �9p1 LIE MIS Whit ; AN
OR A MUSED ULCH TOOL.A MULCH ANCHORING 1AooLK WITH BLADES SEr NEARLY srTAicHr CAN BE SEEDING MIXTURE 8" '
FORM F1Aw !. 311' 01 lIHIAII liE FOR Ea10I L CO ASIDE Mp M/1 OF
ae' N wIIrKII. F71lIOC 111MII. liE F1lR1E]EO
MAINTENANCE 50 Y ro Tip MIS F>,linc As o�cieo l�r THE
seam LIMPEDEZA
2 &
RsferHpze if prawth in not fully adequole. Resesd. refartilKt a and mulch hn- OOINiION MUDIAGRASS 10 , �-FWFENE7iPOST tSTM M�1" T E MO IE Oi 1fE
mediat* following mop GERMAN MLLET 10 n �.- co SHALL BEerosion or other da TALL FESCUE 50 4• 110004D' IN IOIAMEETElt. W iE�FAIir�C �L WF AND 3'
TO WOO aM LONG
WITH NOT LEE THAN /s w SOIOLE
SING NOTES "
I' TEMPORIV'` f SUMMER GRASSING DETAIL 1 WHERE A NEAT APPEARANCE IS DESIRED, air Sl7NCEA TEMPORARY SILT FENCE
SEEDING MIXTURE 2. USE COMMON BEIRK AGRASS ONLY ON ISOLATED STIES WHERE IT CANNOT BE- MH RINGS
COME A PEST. BERYUOAWASS MAY BE REPLACED WiTH 5 b/acre CENT1PSUIRASS.
SECTION
GERMAN MLLEr
SEEOINc DATES
N THE PIEDMONT AND MOUNTAINS, A SNAIL.-SEEMMED SUNQAN6RAS5 MAY BE
APRL 1 - JULY 15
TO R M DRAIN MANHOLE D ETAI L
SUBSTITUTED AT A RATE OF 50 l8/NACRE
SEEDING NOTES
SOIL AMENDMENTS
TS ORi b SANITARY
N AS REQUIRED
MOUNTANS - MAY 15 AUG. 15
PIEDMONT - MAY 1AUG. 15
APPLY LN-E AND F1RTILIM ACCORDING 70 SOL TESTS, OR APPLY UOD 6/oae
GROUND AGRICULTURE UMESiONE AND 500 Ib/ocm 10-10-10 FT:RTLRETt.
6-1 RING RING ADN COVER CONTACT
O FA HWED
COASTAL PLAN - APR. 15-". 15
SO TO INSURE EVEN BEARING
o OFCOVERRING.E
SOIL AMENDMENT'S
TOP OF COVER �V• BAR gATHNG - 1" x
TYPE J aliRl ATTACH TO 1-
MULCH
A A ANGLE MOL MORTAR FiMMM
FOLLOMi RF.OMUDDAMNS OF SOIL TESTS OR APPLY ZOOO LB/ACRE GROUND AGRICUI-
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERII.Oi.
APPLY 4,00D Woo GRAN STRAWDR EOUNAJ NT COM OF ANOTHER SUITABLE
O
MACHINED SURFACE
TOP OF BANK
MULL BY PACING WITH ASPHALT, ROVING, OR NETTING OR 13Y CRIMPING
COVER
MULCH
WITH A MULCH ANCHORING TOOL. A DISK WiTH BLADES SET NEARLY STRA *IT CAN BE
USED AS A MUCH ANCHORING TOOL.
ELEV.
27
APPLY 4,000 Le/A SERw ANCHOR smw BY TACKING wRH AsRKT. NETTING,
OR A k1UIM ANCHORING TOOL
2 " (2) LIFTING BARS
A DISK USED MULCH ANCHORING TOOL. WITH BLADES SEE NEARLY SIRAIGHIT CAN BE
MAINTENANCE
■
REFERILIZE THE FOLLOWING APRL WITH 50 b acre iNiLROGEN. REPEAT AS GROWTHREM)IRES. MAY BE MOINED ONLY
ING£ A NEAT APPEARANICE N
24' '
MAINTENANCE
DESIRED, OMIT SERICEA
AND MOWAS OFTEN AS NEEDEDWHERE
REFER'TLRE IF GROWTH IS NOT FULLY ADEQUATE RESEED. REFERIIJM AND MIACH IM-
26A (MANUFACTURERS)
)A
�pu
TALL -WINTER
MNEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
8F FOUNDRYAR�
MFG. CORP.
I
PERMANENT GRASSING DETAIL
_ �1" _ SF 714 RING & DP -SSG COVER
34■ R NON -PAVED AREAS}
2. EAST JORDAN IRON WORKS INC.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
PRODUCT 3# 202701
SEEDING MIXTURE
RATE W111 f)
A -A MINIMUM WEIGHTS -
AWEGUL �� ��aCl�i
TALL
BATH FESCUE OVER OF TWO 0R
IMPROVED
THREE VARIETIES.) 2IX0
RING -- 190 L BS.
COVEN - 120 LBS.
12D
SEEDING DATES
MANHOLE FRAME AND COVER
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLiW and PIEDMONT -/MUG. 15-DEC 30
49AAARY - APRL
AUGUST - DED MINER
NTS
12' 6 ,
SOIL AMENDMENTS
SHOULDER V- a GM �' I
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING 1D SOIL TESTS. OR APPLY 300D-6,000 rb/atxs
x
DwnNG PAVEMENT ANGE FIWIE, MpRM F WEi44 16
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGF=&Tt1RAL
GROUND
R 00 DlbAGRICUILIURAL / 1 1UNMMNE (LASE THE L X*R RATE ON SAW SOI S) AMQ
FE7Rfi.I
1 4" PER FOOT
LIMESTONE AND 1.000 LB/ACRE 10--10-10 FERTIUZER.
TOP OF BANK
49' MAX.
MULCH
TOP
cl
MULCH
-�
D� 1:1 SLOPE
APPLY 4.000 b wro CRAM sTRAw OR EQUVALENT COVER OF AOTHER SUITABLE
APPLY 4,000 STRAW. ANCHOR SrRAw BY TACKING WITH ASPHALT. NETTING,
OR A MULCH TOOL A DiSK WITH BLADES SET NEARLY STRAIGHT CAN BE
MUCHL STRAW BY TACKING WITH ASPH&T, ROVING, OR NETTING OR BY CRIMP-
NG WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY ST tWff CNN
11 IN
Imo,
USED AS A MULCH ANCHORING TOOL
BE USED AS A MULCH ANCHOR NG TOOL
C1 - PROPOSED APPROX. 2" ACSC TYPE S 12.5 C AT AN AVERAGE RATE OF 224 LBS PER SO. YD.
01 - PROPOSED APPROX 2' ACSI TYPE 1 19 0 C AT AN AVERAGE RATE OF 228 URS PER SQ YD
NTS
A A.
BENsq,l ,Fj6TE11 tAtmt r1RASH ORATE GW. eAR GwttslG - 1' x t/a BFM1N10 I�ARS.F�►SIEII-AIR! /-TRASH GRATE
TOP OF BANK iDrIBANKMENT (TYp) FOR ALL PONDS ON SITE ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
EL 28.5 PRACTICES AS DESIGNED. p ��
FLOOD POOL EL 25.5
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2
NORMAL POOL `O NORMAL POOL EL 23.5 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED iN TO r 1
� BY F�� EL 23.5 �1 1 6 EI 21_A THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
1 FOREBAY 3 MAIN POOL GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
BOTTOM 0. 20.5 1 DRAINS PROPERLY. d+
3
3R 3 BOTiOM 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT ,e` pQ
1 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TVA
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
DETENTION POND No.1 & FOREBAY SECTION 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET p..4
NTS BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE P
SEDIMENT POOL NO LONGER DRAINS PROPERLY. 0
10• • SHELF TO BE PLANTED WiTH A MINIMUM OF 1 PLANT 20' ON CENTER 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING W 0
SPECIES TYPES: COMMON THREE -SQUARE SMARTWEED TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE CO
I DUCKWEED WILD C E R VEGETATIVE COVER. W
POND WEED WILD CHERRY
o ,--I
_ N0 co
A25 / -NCD
mL� A' 6' ! w0/WETLAND SPECIES AS LISTED ONPONDNo�D C � � a
5TFFL I 30" TOP OF BANK EMBANKMENT O
A co co
�. A . EL 28.5 FLOOD POOL EL 25.5 rCr
Uj
NITS '�'
w
(60' R/W) _ r NORMAL POOL °OLJ NORMAL POOL EL 23.5 0
�.L..._4'i �� EL 23.5 1� __ U� -P V w
GALV. BAR WAIM - 1" x 1 eEAlieq L F�tF1M WITH TRASH GRATE 31 6 " M 0)TME a
MOLE FRAAC NOR= F��"tip OF 4 "t �5 RauciT� ATTACH cALYANREO HIRE 1 ; FOREBAY MAIN POOL 'S..j �-I r-
N6 11E,I DIN TRASH CRATE DYER
x1 4 OALINI�D ATT�� WiRE ORE�iGE {B YESH � BOTTOM EL. 20,5�-1�
ft sTI1lUcrilTiE WER� ._ 1�1E TOP OF BMA( POOL 25.5 3 3 BOTTOM 0 N C4
POOL 25 5 �i MY. 28.0 II EL 16.5 1`-� v • r� 1j (d v
30' RAP G � Q+ �
" I 23, DETENTION POND No.2 &Q$EBAY SECTION
POOL 23. 3 l
NITS
GRAVEL N
POPARY
3 TEMPORARY Ley, a' -a" la"L FILTER NOTE: 10' WIDE VEGETATED SHELF TO BE PLANTED t V
GRAVEL -�' 6' w/WETIAND SPECIES AS LISTED ON POND No.1
BOTTOM 16.5
Le"I, �-e- IB"f. FILTER SE101A1 A - A TOP OF BANK i]iN81WKMlNT
/�----' • BORiOM 1E.5 Fl . 9p.5 .i �
SECTION A - A
DEifN1�N me Na10U lET Si1�1C1U�E
NTS
A A•
i-3- I
J -4!=0! ►
3b"
MAINTENANCE MAINTENANCE )"L* ` - FILTER
domoq� J1 - PROPOSED 8" AGGREGATE BASE COURSE BOTTOM 1NI.5
o�nitrog� refin lr It Tiareas lmmedW*. Topdrew wO 50 b/acre FEDQf ACOpRDlNG TO SOIL TESTS OR APPLY 40 6 aqs HirROiEN N .WiAW � - A
necessary ry�+'w OR FfBRIIAW. 40 b N SEPTEMBER AD 40 b N FROM A 12-4-a, NOTE:
June 15, overrsed witlr 50 Ib/acre Kobe (Pliedmont and Coc Plain 16-4-5, OR SNrIAR TURF FERTI�R. AVOID FE]iiR�R APPLICA71ONIS DINING I. PAINT STRIPING SHALL BE DONE BY CONTRACTOR TO NCDOT STANDARDSor n m [� ivl� w
Kaman �) i' late Ferry Wald ULCH O M A - STAND `�'° DISEASE.�' �`�' 'SUPERPAVE' IDENING SECTIONKOMI w`�[' JIB"'
AND MULCH OAMATED AREUIS MIMEDIATELY. MOW TO A Fi]iiir OF 2.5-3.5 NOES
AS NEEDED. :NTSMTQ
TM J CLA ATfACMt TO 1- L
ANGLE FLAME. 'MORTAR FIRE �a
TOP OF
ELEV. 27.0
3O'
Lei' ate= FILTER
SECTION A - A BOTTOM 17.0
DE1EN�lON MO M IMM STRUCiU�E
HIM
NORMAL POOL
EL 23.5
TOP OF BANK
EL 27.0
NORMAL POOL
EL 23.0
DATE PRINTE
APR 2 1 200--�
tO 1 NORMAL POOL EL 23.5 A A 11 11 1gq11��1 U l,�/
1 FOREBAY 3 MAIN POOL `
BOTTOM EL 20.5 1 � -.. SEA L
3 - -
3 BOTTOM _ _ 17374 `
16.5
DETENTION POND No.3 & FOREBAY SECTION
NTS
NOTE: 10' WIDE VEGETATED SHELF TO� _
6' w/WErLAND SPECIES AS LISTED 0 OND DATE 04•-22•-04
EMBANKMENT ` J
FLOOD POOL EL 25.0 DESIGN PGT
DRAWN JK
!D AMR,NORMAL POOL EL 23.0
EI 21.33
�1 1 6
1 FOREBAY 3 MAIN POOL
2 IiOTTAOM EL 20.0 1
j BOTTOM
EL 17.0
DETENTION POND N .4 FOREBAY SECTION
NTS
CIO
SHEET 10 OF 10
01 122
T
,.'fie ! i1I gi �1r� X �.r � ; - � j r i', � � � 1 /,y, lie T51 ,I`i �,�I�.��.�1}}*�Sfi�Iryl `f1.�Fy i.I♦ I �
e`�.�y'I i'y i �_'k`��a �?� 4. ��... 1� r, .. .. .. .. .-. .. ,. � .- .... .. .:.1 S�I� 5l�'•{It �%tit ll i, �, l�". 7-:i. r... ..ir. _',�