20090554 Ver 1_Site Plan_20090914

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NO SGALE i
i;-
~ ( ~ ' w m SITE DATA: ~ITE DATA: r~
d% `'!A 6
TOTAL ACR PHASE OTAL ACREAGE = 95.3 ACRESt
PHASE 1 = 29.10 ACRES
NUMBER OF UMBER OF LOTS = 62
BUA/LOT UA/LOT = 3000 SF ~~l
- ALLOWABLE ~LLOWABLE BUA/LOT = 3168 SF
ROADWAY I TOTAL BUA OADWAY IMPERVIOUS = 2.481 ACRES (107,797 SF)
k~" OTAL BUA (LOT 1-62) = 4.27 ACRES (186,000 SF~ PHASE 1 BOUNDARY
OPEN SPAC PROPOSED I TOTAL % IM SHEET INDEX PEN SPACE (LOT 217-218) = 11.401 ACRES f±
ROPOSED IMPERVIOUS (PHASE 1) = 6.74 AC. (293,797 SF)
OTAL % IMPERVIOUS (PHASE 1) = 23.18~f
~,I
za
32 31 30 29 27 i 38 35 34 33
~ ~ I, E L I 1 I
,i ~ ~I ~i ~ ~i E ~ ~ ~ ~ 38 ROCKFALl, WAY
~ I I, I { / 26 ~ ~ I i i , 1 I i ~ I ~
9 10 24 ~j { - ~ .~f
D~i/ELOPER' CP2 WATERBWH~EL ROAD i_ ' - ~ ~ 7 ~ " ~ ~ 38 40 J _ ~ ~ I ~ ~ ~ ~ 9 2 4
CP3 WATER WHEEL LANE & ~ - , j 23 , I
WATER WHEEL ROAD DRAINAGE OUTFACE ~ / 41 2 / i _ / ~ ~7
CP4 ROCKFALL WAY , ~ ~ ~ ~ 5 12 1 42
_ i 214
j i ~ ' 43 ~ 4 13 r v ~ \ @
~ `•I~' ~ CP6 SHAOYBROOKODRIVE'DRAI AGE OUTFACE / 1 [ \ 44 Cam" 1k F~~
MAIN DITCH 2-36" CROSS PIPE \ , v.; i - ~ .p 19 ~ A ~ 4 O~ 2 5 9
<< ~ .FUTURE ~ , DEVELOPMENT ~ ~ ~ ~ ~ 46 1 s ~ I~;I
SE2 SEDIMENTATION & EROSION CONTROL PLAN ;
~OV ~/~O~IC~ ~D9 V~~ 2~ SEt SEDIMENTATION & EROSION CONTROL PLAN i A, ~ ~ ~ ~ ~ ~ 47 17 !Y
(TRIBUTARY AREAS) i i \ ~ fa ` ~F ~ ~ 7
DT1 DETAILS_ _ 6 __.1_ - ~ , / ~ 1 218 ~ ~ ~ PEN SPADE
RALEI ;H~ C Z~~O~ DT3 DETAILS ~ ~ ~ i / ' ~ ~ ~ ~J ApYBRpOK pR VE
DT4 DETAILS-DETENTION POND ~ ~ ~ SN ¢
Wit WETLAND AND BUFFER IMPACT AREAS-OVERALL ~ \l , . ,
..r-- ~ ~ / ~ ~ ~ - - so 1 -~..w, ~ _ - 62
WL2 WETLAND IMPACT AREAS (1:50 SCALE) 216 / ~ ~ ~ ~ .
WL3 BUFFER IMPACT AREAS (1:50 SCALE) OPEN SPACE ~ ~ = ` i ~ ~ ~ ~ 61
~ i ~ Tt
LS LEVEL SPREADERS/BMP'S 1:30 SCALE ~ 53 a L
LS2 LEVEL SPREADERS/BMP AREAS ~ '.1 L.~ 1 59 ,i JI 1 ,1~ s4 'a
` ~ ~ ~ I~ i " 55 r~.mG 1 L/ i 1 ~ ~4
' , ~ ~ 1 'I AHfi~ ~ 57 56
~"*w ~
wi
idH6 ~ 217 MHSD [,t~ ""°w° OPEN SPACE MMSB
h:yi J~ 1 ~I
PREPARED BY: PR T ~ E ~1 4:..'11111
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ly 1
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BARTLETT ENGINEERING ~c SURVEYING, PC ~ ~ ~ ~5''i ~i
seal ~ qs~~
1906 NASH STREET NORTH 20,06 MH57
FR e'~' ;7,1
WILSON NORTH CAROLINA 2793-1726 n =P~9 FN~m`~R~~? Y;I ~~°.i
~ r,ii MH58
~ /;ii,~. Vf { ,
4 Sl
~HSS 1;~4 Pi;:
LOCATION MAP
~a scALE
r"= T d7
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P: \-_C;ADD\_~-Aiv1C1PI CO,JE('TS\IHODMOR\052.59 DWG\05259CP1REV8--09,L)WC7 9/3/2009 9: 58:19 AM

MBOL LEGEN
PROPOSED CATCH BASIN
CURVE
PROPOSEDSWERMA
E MANHOLE
PROPOSED ROADWAY
PROPOSED 0 OSED PITTING GATE VALVE
TANGENT
PROPOSED SEWER MANHOLE
h
ti
PROPOSED WATER HYDRANT
Q
EXISTING WATER LINE
- w ---
EXISTING SEWER LINE
-S -
PROPOSED TREE LINE
N
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
112
110
�t-
10-I
�I
' '
CURVE
LENGTH
PROPOSED ROADWAY
DELTA
TANGENT
CHORD BRG.
h
ti
Cl
Q
800.00
11'16'12"
37.5' 100
PROPOSED R/N
Oa
I I I
N
54'
R S E/P
Z
113.83
10'
226,21
PROPOSED q.
R5' 8C
OF CURB 125.59 --__-_
128
--- INV
IN 120.87
N
PROPOSED EJP
to---
126---
_.._
X
124
PROPOSED 0 SED R W
EI
�
X�
122
CJ �^
120»C,,-----
�w
-_..--------__
28 LF
118
– -
- p.. 0r50% ----
ROADWAY CONNECTION
----241 RCP____
I'– —
116
116
No Scale
SEE SHEET CP2
SEE SHEET CP3 SEE SHEET CP2
DRIM� SHA
-` Y
.i
r
e
(60'RIW - "BIC TO
0 r. d
JIV
R\W
'Z \
D
m
PHASE 2
PHASE 1 — END OF CONSTRUCTION
STA. 18+95.50
INSTALL TEMPORARY BARRICADE
8' VALVE & HYDRANT
(HYDRANT TO BE RELOCATED WHEN
NEXT PHASE IS BUILT. SEE DETAILS
ON SHEET DT3)
CURB CUT#2
(3FT WIDTH)
1 +00 19+00
60' R/W
CUPS 8 &GUTTER
2SF9.5A
"j
8` ABC
60' R/W — 30' B—B
NO Scale
CURB CUT#3
(6FT WIDTH)
—DITCH A2
TCH Al
0#1
PHASE` 3
ttur+
n,
I C ° . ` ARB Aa R L E m: 7 7
Q�
SEAL ENGINEERING & SURVEYING, PC
- 20106 -
`" ' a = �` 1906 HASH STREET NORTH
;;.;,,: y, o� ``'�'ctNE�-`� 4"`? TELE: [phone]
f �'� WILSON, N.G. 27893-1726 FAX: [phone]
�T B PRS '
SURA Ile,
S. l+tt�Itt'�,* ' www.bartlett.us.com
I D-t-UU
17+00
18+00
19+00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BRG.
CHORD
Cl
157.36
800.00
11'16'12"
78,93
S81'52'31"W
157.11
C2
226.69
1000,00
12.59'19"
113.83
S82'44'05"W
226,21
YACN�lG
R'
8
x
r
ax' �
n` f
v
ti r"
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft,
)0
1�1 �
CB 1 CB#
IP
,r 21
;\ ACE
R CR ;
Oa
D
CROSS
PIPES
146
144
142
140
138
136
134
132
130
128
126
124
122
120
118
116
114
112
110
20+00
136
-----
CB#2 _
134
--- ------
STA 13+34.43 (13.75 R)
TOP OF CURB 125.59
---------------_
---_._..____----_--_--
I N V I N 121.20 -
132
--- __..____
INV OUT 121.01 -
CB#1
130
STA
13+34.43 (-13.75 L)
TOP
OF CURB 125.59 --__-_
128
--- INV
IN 120.87
__ INV
OUT 120.67
126---
_.._
.. -
124
--- Q_ 0.5Q%
122
120»C,,-----
-_..--------__
28 LF
118
– -
- p.. 0r50% ----
--- ---
----241 RCP____
I'– —
116
116
cC
DC
co
rr
N
N �
10+00
11+00
136
134
132
130
128
126
124
122
120
118
116
n
V
IOU
128
126
124
122
120
118
116
114
112
110
N
0
130
128
126
124
122
120
118
116
114
112
110
–0+50 0+00 0+50
ALL SEWER 8"0 PVC SDR -35 UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
ALL WATER 8"0 DIP AWWA C150 MAIN AND 6"0 DIP HYDRANT LEGS INSPECTIONS BY NCDOT AND/OR WITH MUNICIPALITY.
UNLESS OTHERWISE SPECIFIED. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION
ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF ROCKY MOUNT OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON
STANDARDS AND SPECIFICATIONS. PLANS OR NOT. CALL ULOCO AT 1-800-632-4949,
ALL WORK WITHIN THE NCDOT RIGHT–OF–WAY SHALL CONFORM TO CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT
NCDOT STANDARDS AND SPECIFICATIONS. OF THESE FACILITIES IF DAMAGED.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL SEE SEDIMENTATION & EROSION CONTROL PLANS FOR DETAILED
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS MEASURES.
INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
DATE: JULY 2008 PROJECT: 05259
i'I IFNIT i.0r)F- 1-InnKA0P
---------------_
PIPE_ ,,M"..
1=48 R.CP_
LF--
48"RSP_
d-
O
Do In
Q
130
128
126
124
122
120
118
116
114
112
110
–0+50 0+00 0+50
ALL SEWER 8"0 PVC SDR -35 UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
ALL WATER 8"0 DIP AWWA C150 MAIN AND 6"0 DIP HYDRANT LEGS INSPECTIONS BY NCDOT AND/OR WITH MUNICIPALITY.
UNLESS OTHERWISE SPECIFIED. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION
ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF ROCKY MOUNT OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON
STANDARDS AND SPECIFICATIONS. PLANS OR NOT. CALL ULOCO AT 1-800-632-4949,
ALL WORK WITHIN THE NCDOT RIGHT–OF–WAY SHALL CONFORM TO CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT
NCDOT STANDARDS AND SPECIFICATIONS. OF THESE FACILITIES IF DAMAGED.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL SEE SEDIMENTATION & EROSION CONTROL PLANS FOR DETAILED
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS MEASURES.
INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
DATE: JULY 2008 PROJECT: 05259
i'I IFNIT i.0r)F- 1-InnKA0P

NOTES:
B,kN~`C CURVE TABLE ALL SEWER 8"~ PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
CURVE LENGTH RADIUS DELTA TANGENT CHORD BRG. CHORD OTHERWISE SPECIFIED. ALL REQUIREMENTS/CONDITIONS QF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT
C3 127.88 250,00 29'18'30" 65.37 N5'20'11"W 126.49 ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
C4 54,37 500,00 6'13'51° 27.21 N16'52'30"W 54.35 ALL WATER 8"4 DIP AWWA C150 MAIN AND 6"~ PROVIDING BONDS/INSURANCE IF REQUIRED. DIP HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL
SPECIFIED. CONTRACTOR ES RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF
C5 281.11 500,00 32'12'44" 144.38 N29'S1'57"W 27242 COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
C6 144.54 250,00 23'ST32" 53.05 N33'S9'33"W 103.78 ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY, SEE SEDIMENTATION & EROSION CONTROL PLANS
C7 67,75 250,00 (5'31'36" 34.08 N29'46'35"W 67.54 CITY OF ROCKY MOUNT STANDARDS AND
C8 144,99 250,00 33'13'43" 74.60 N20'S5'32"W 142.96 SPECIFICATIONS. FOR DETAILED MEASURES.
UTILITIES SHOWN ON RLANS ARE LOCATED ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE
SHALL CONFORM TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF
SPECIFICATIONS.
SEE SHEET CP1 N N 5~ UIIGH A2-'
r J O 1 _ O"
SWALE 1 WITH 1 WITH ~ 37 SWALE 2 WITH 41 / cc#
DISSIPATOR PAD ~ R PAD ~ DISSIPA R PAD~"'~•. 42 FH
~J" ~ P- PE "LL" 57 v 57 ~ v uJ
~c~ ~~c~ ~ ' ~ ~ 47 46 45 w 44 43 s" vALVE 47 Q 4® w/ eox
CURB CUT#1 CURB CUT#1 Se 3FT WIDTH ~ 3FT WIDTH ( ) ~ ~ ~ `:~-MH#13
m 4$ R 4 C3 ~ ~ k tq ~
`GSM GSM 59 60 ~ ~ 62 0 ~ 49 c°v W + ~ ~ 1 ~
_ ~ 2 ~ 0 ~j CL
1 CV O N k \ \ o + ~ a ~e ~
R325 ~ m ~ °I' ~ 8"x8"x6" TEE DI MJ t MH 1 MH Q N CC#4 20+~® Q 7+QO 18+00 19+QC ° 36
MH 59 J6 # F-' ~ STA. 14+86.51 ~ i~ R40 c~ ~ o ~ R!M 118.31 0 d U 1-8" VALVE W/ BOX kp0
~ INV IN 111,4 0. w-' ~ 1-6" VALVE W BOX 16 / ,0 GB#---1~. ~ 2 ~o 1.A Q'
{NV IN 112.2 ~ ~1~'00 Q P ~ PROP, 8" DIP WATER ~ ~ ~ CB GB 9 4
INV OUT 1111 42 F FH R40 ~R CB ~ R47,5 12+00 FH 5 PIPE "K"
MH pp 8 P a , ~ H 2 13+ CB#4A h5k P~OP• C8 8
? ~ ~ c 22 0 d
WATER MHj~3 ~ r r~\ R25 pROp
5J 6" VALVE W ,'BOX ) 6" VALVE W/ BOX g C IP "c """..-.--,v. 4 P 7 ',ca o. \ pROp 8 p~C ~
, 8" CROSS DI MJ CB 4 ~ ~ 8" Q~P ~qT ~ MH#9 ~ 0
STA.13+27.01 E # m 2 3
'1 1-8"x6" REDUC R 3 S4 54 E ~ ~ Jm 1 . 1-6" VALVE W/ BOX ~5 ~ ~ ti 4 ~ ~ ~ 8"x8" CROSS DI MJ
' ' ~ ~ ~ 2-$° VALVE W/ BOX ~ N , 0~ 1 ~ ~ N 53 4+ ~Q a Q) ~ STA. 21+19.83
LEVEL SPREAD R~3 52 Z ~ A, Q 2-6" VALVE w/ BOX
1, 51 15 a o ~ ' S0 ~ ~ ~ 1-8" VALVE w/ BOX
~ ~ ~ " ~ Q ~ p r~~' a
, ' , ~ V ~
, ' RAIIVAG d
, ' EASEMEN ~ , „ r ~ Q°
SEE SHEET CP1 SEE SHEET CP3 SEE SHEET CP4
INSTALL TEMPORARY BARRICADE 8" VALVE & 2" BLOW-OFF ASSEMBLY
SYMBOL LEGEND R\w a5 R/1y R\w
PROPOSED CATCH BASIN ~ Y3,
PROPOSED SEWER MANHOLE ® 13.5' us'
PROPOSED FITTING GATE VALVE ~ ,\q" pER Fi. 1\4" PER fT. ~ GRAPHIC SCALE
PROPOSED SEWER MANHOLE ~ ® ~
PROPOSED WATER HYDRANT ao° CURB & GUTTER 50 0 25 50 100 200
EXISTING WATER LINE - w - z" sps.aA B" ABC _ ~
EXISTING SEWER LINE - s -
46'R W- ' / 27 ~-B ( IN FEET )
No Scole I inch = 50 ft,
150 { ~ I HIGH PT STA: 22 ,12.50 150 _ _ ~ _ f _ - _ _ ~ i ~ - - - ~ I
I _ _ I- ~ ~HIGHC P1'-ELEV: 136.41 ~ - 14a
148 i__ _ - _ _ _ _ _ _ _ _ ~ . ,__..i. _Ld.W_P_T__STA.-1~9+_1.2.00-_.__;-._-- PV-"STA; 21 -F7 ,00_____s_~_ _ _
_ _ - - _ - - f--- - ~ _ __I_ _ _ - - - . - ' - - - . ' I ~ ; ~ 1 i ~ i ~ I i ! - - 146 _ - -----r----- _ . _ _ . . _ _ _ _ _ _ _ - T _~~W PT_EL.EV;~132 42 I _ ~ 1108-06-~----- 146
, , _ ' PVI STA:19+37.00 - i ~ ~ _ _ _ _ _ ~ ~ _ ~_L_V_CJ_5.Q0_~ _
_ I r- ~ ~ r _ CB#8 -I-PVf ELEV 13273 _ E
144 -----I- t------__ - CB#4A - _ _ - ----...__-.i_LOVJ"_PT-ST :-TE I ____.--.2-_-- _1_ - -___.--STA 13+86.45 (-12.25 L) _ _ _HIGH PT. lSTA•. 1.4+86.1.7_ - __-LOW-P-~ L : _ V"PT-ST~ T6~fi2"50-~ (---STA 17+56.44 (12.25 R) ~ti K, 281 3`7- ~ ~ ~ ; ,on ~ 144
I I ~ TOP OF CURB 127.52 ! HIGH P1'~ ELEV: 128.4`1 ~ ( __a.. _.__..._._._J_ . PVI STA:16+,, W-P-~EL:~V -1-28:97 - - -i-- TOP OF CURB 130.63 ---I- LVC:-50-0- - - - ~ r-__...._.. _ i_N c~ ~VI-STA 16+-50:00 { i___-INV IN 127.17 ----~-o - {-o: _ _ i..._+~-- 142
142 _ ~ _ _ _L, I _ I ~ ' INV OUT 124.01 PVI STA;14+61 17 .~VI~LE~._129~14_ INV OUT 127.07 o N , O rn r ~'-.I. ~ r
i PVI ELEV 128 30 K:9~.$9 { HJ_G_FJ PL STA__12+39,1.0 I f - _ _ ~ o C B 10 -N N _ K:9~ .89 r---- N ' N ~ ~ ~ w
140 _ I_ ;---CB#4 i..____ ___---K:61~24 LVC: 5.0( I_......._- : __r_._HIGH PT ELEV, 125.50 - r--_----- - ~ r N..- - ~_-STA 19+70,88 (12.25 R) w LVC: 5.00 ; i ~ I + ~ i + - ~ ~ ~ ~ ~ 140
? STA 13+74.87 12.25 R _ -----L-UC, 5000 I I ~ PVI STA.12+01.60 ( } - 'o - CB 9 . _ I ~ - rn TOP OF CURB 133.37 _ ~ ~ . , ~ w ~ _ ° L__. _ # ~ INV O,UT 129_96 _ _ m i._.-___ ~ _ ___..t_ 138
138 _ TOP OF CURB 127,37 ---___.___i._. ~ r-- ~ I PVI ELEV .125.03 ; I ~ - I ~ _ . ' . __---INV IN 123.88 r rn r'' _-STA 18+68.13 (12.25 R) i-- w - _ w ~ j I ~ ~ -TOP OF CURB 132.01 _ _ I_v > > - -i _ 0-7~%-__.__
K: 25.51 ._..I . ~ , _ ~ _ r.__ __.___.___-w ~ ~ , INV IN 122.65 i ~ ro oo + N I ~ _ INV OUT 122.55 - ~ .......INV IN 128.68 ~ ~ ~ ~ _ _ _ _ ~ 136
136 _ L-VC:/-5:.00_---_. ~ N_ ~ I r i. t° I INV OUT 128,58 i _ .
MH#1 I ~°o ~ i I I ~ ~ CB#5 .L;.i , i
130 134 -STA 11+83.63 0.00 _ _w-: N~___-----;---_._ 130 , ; rn , , w ( MH 2A ~ , ' • rJ STA 14+58.07 (12.23 R) > 1 I } ~ ~ ~ ~ ~ ~ v;' ~ i ~ ~ I _ . I _ 134 k ~ -T 2„
_.-MH#59 I_ RIM 121.88 i--_ . `~--,_._..1_.-- _ v>- v~ :TOP OF CURB 128.38 ->m- +00.00 0.00 I ~ ± r ~ N N STA 12+58.02 (0.74 L} ~ > m > w m ! ~ ~ w ' _ _a----- I - .,R-~--I 8 DIP ~ _ _ j---- w ( --I--._ _ - - i AWWA C15 ~ ~ I -Bt0 OFF_
_ _ 5TA 10 ( ) _ . 128 .._..INV I N 113.9 $ ~ --------_a__-- _ _ _ . - - '.INV I N 123, 58 _ 128 ~ 132 ! ~ • RIM 125.72 ~ - w---1 RIM 11$.31 - ~ ASS MBLY _ ~ - - I- - - _ ; - i , 1 25% „ „ ~ - ~ --I--_-- - D ~ .132
t, INV OUT 113.78 L_-- -!_._.1 w-._-- L________-_,, w :-------INV IN 116.69 _ _ ; _-'-INV OUT 123.08 O I INV IN 111.42 W ! t I ~ } „ _ ~ PIPE K- I - -IP _
~ ~ v ~ INV OUT 116.49 _ ~ ' 126 "INV IN 112.22 N ~ _ _ 126 130 - MH 2 7 m ! > w ' PIP-E , F1_. _ ___i_._.. _ _ ...---_--I------- - _ _ ' ---j- ! . , - - - - (awwA c1sD) - 130
_ _ _ -STA 11 +27.88 0.00 4:4~-- - ' -INV OUT .111.42 (E} ! - - ~ ~ 4 0.50 _ ! ~ - _p~PE u,_ i -__8"x6" CROSS.DI MJ _ ~ _ ' ~ _ RCP ~ _ ~ »h~ ~ 15+' STA 21+19.83 ~ 1,00 ~ ,PVC
124 _ _ - _ 124 128 _ RIM 123.89 _ .._._I--------- , , I ---.._..INV IN 115.32 ! _ _ ----1.26%! _ _ _ 1-=~'___- ------I- _ PIPE_-;- ~ ~ ~ _ ~ - k - - ...__._1.45-LEI © _ - 128
I I , I ~ ~8 LF ~ - -
122 _ _ _ _ 122 126 ~ ~ PIP i- - _ _ . l - - ~ - y r' 8 CROSS ~ DI MJ _ _ ___.__1.. ~ 15„ RAP - - - - 126
__t__.... ! I ~ - - - - - - - - • I ~ 7 ~ ~ „ RCP--;- C STA 13+2' .01 I i - ' _ - - _ _ - ~ 1-0Q% 8i PVC - - -k- ~ . . ~ I 155-I~~- . I - MH#9
US,-, 120 ~ ~ 120 124 , 5~ i - - , . _ _ _ --I- I - I ~ _ 124
i y5 I ~ .0.:50% : ~ Cp ~ I 1_. 1 ~ - . _ _ I STA 22+74.62 (0.00 ) - ~ I _ . f I I _ , RIM 136.86
Av~wA cf5o .i ;24 RCP ! DiP (AWWAICfSO) - 11$ _ ; _ ~ 118 122 - - ' - - _6" -DJP_-~ - 8=45- DI MJ---._... _ _ ~ - ~ I - , 8;~--PV - 1 1-_-- -----T - ~ _ .T- MH#7 INV OUT 127 84 122
_ _ _ I____v._ - _1_00% _ r _ _ -I _ g'-DIP__ AWWA Cf50 STA 13+48,_22 _ _ - 1-52 -LF I TO F1RE I ~ ~ a ~ ~ i - PV ~ _ @ 1 ~0% 8_ p~ I _ m _ f__ STA 20+03.20 -6.99 L ' I MH~6 ( ) _
, 116 _ - - 116 120 ---+~-YDRANT--1-- . - ~ 7g-LF _ ' ' eve I ~ RIM 133.53 I I ~ r `STA 18+48.93 (0.00) -f-_ _ i_ - 120 INV IN 124.92 i
0.90% 8 p ! I MH o ~ ~ 1.58-~ ' „ _ _ MH~S - ~ ---~-RIM 131.63 I INV OUT 124.72 ~
g PVC 4 I ! I ~ CB#6 STS 114 q:-Lf-~~ 114 118 I I g-x8"xG' TEE DI--MJ 7 ~ - I I , , STA 15+34.55 (12.27 R) , Rite STA 16+47.61 (-3.62 L) ~ WV IN 123,16 , _ 7 R) _ ..,RIM 129.12 ~ I -----_--t-.. I _ 118
_ ! i ..__0 9.Q%_8 PVC .T_ 8" 45' DI MJ STA__1.4+86.57._.__... _ . I ~ ~ ---1-50--L~ @ I _ TOP OF CURB 128.78 INS I I STA 13+5,4.82 INV OUT 122,96 I___ 1_-__...__ . ~ g r INV IN 120.95 _ -i i ~ MH#g
, . _....__.I_._.-- 112 -------a - "_-PU-C----_ _ _ _ -INV IN 124.69 _ _ 112 1 -I- 116 F ~-~.90`~v 8 INS INV OUT 120,75 - - _ - - i_-..._ _ STA 21+29.83 (0.00) _ 116
126 I _ _ ' _ _ ---_L._ __i..__- ' _ I'~_-- MH#4 . _.....__.__..INV OUT 124.59 _ - _ . _ I i - 1 I - RIM 135.48 ~ ~ _
! ~ ~ ' ~ I I MH 3 STA 14+96.31 (0.00) _ 110 ~ --__1-__.- # _ - ~ CI 11fl MH#1 114 . ~ RIM 128.46 ~ - - C6~7 _ _ _ _ ~ 1 _ - INV iN 126.39 {N) ~ i_ _ 114
I I STA 13+37,48 (0.00) ~ i.. _ S' - _~..._--_.___....STA 11+83.63 0.00 - - - _ , .......INV IN 119.23 NW -.1,. _STA 16+23.00 (12.25 R) _ __I_-- . _ __.__.___.__.INV IN 126.39 (W)
i RIM 126.74 ~ ( ) ~1~- ~ i ! TI ' RIM 121.88 _ I_- - ~ ___I-- 108 1 112 L.____ _i _.L..__.,._____._.---; INV IN 117.61 --~-----._.__.._.___INV IN 119.23 {NE) ~ 1 in TOP OF CURB 129.18 - I i INV IN 126.39 {E) i INV IN 125.65 I _I I ~ r 112
INV IN 113.98 { _L_..___--_-- INV OUT 117.41 . _ _ -..---INV OUT 119.03 SE . , . _ . _...i_______ --______._..INV OUT 126.19 (S) _ _ -.a ;....INV OUT 125.40 _ . - ~ - - I I
INV OUT 113.78 1 ( ) , In i I ~ ~ I i I 106 106 110 110
O W DO tf'l ~ d" I~ O r M N ~ O N N O N d' N~ Cn Cn~ N,~. C4N CDC 00O NN 00~ ~ ClT_ c4~ OY(~ O~ ON N I~ Ui N tt I~ N r+? ~ O r 00 ON o~~ ~O ~N ink tn0 00 O~ I~~
t~ R p) O ~ ~ N CV `1' rj ~ ~ ~ ~F ~ N O tD ~ c0 ~ i~ I'` of ~ Dp ~ of ~ ~ of N N N N N N N N N N N N N N N N r.N rN rN rN c,.,N rN rN N r,N rN N ~ N rN rN ~N ~ 0'1 ~O OO o"- ~ NN NN ~N7 '~In ~ta7 tQ0 N N M ~ M T M ~ M r'7 N? r~ rO N N r0 ~ r ~ M r t'') r M ~ N7 r N1
r r ~ r r r r r r r r r r ~ r r r r r r r r r r r
10+00 11+00 11+83.63 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+OQ 22+00 22+79.83
. 1 1 1 1111111111 DATE: JULY 2008 PROJECT; 05259
Q ~ ~ I CLIENT coDE. NoDMOR ROCKY MOUNT TWNSP HASH COUNTY
{ r~i - ~ ~ r~ SCALE(HORZ)~ CADFILE; 05259CP1 1 = 50' FIELD BOOK:
EAL ENGINEERING SURVEYING PG
20106 SCALE(VERT): DRAWN BY: RF 1"=5 SURVEY BY: KP, JB NORTH CAROLINA ZONE;
1906 NASH STREET NORTH - TELE: (252) 399
WILSON, N.C. 27893-1726 FAX: [phone] PLANS CITY OF ROCKY MOUNT, N( J 2 i\wRTm I REVISIONS: jCRMDEN3RD R RCOMMENTS EVIEW COMMENTS ~ 4/17/09 PIN SHEET GP2
S. B 0704 www.bartlett.us.com & su CRM 2ST REVIEW COMMENTS 9/12/08
CRM 1ST REVIEW COMMENTS 8/15/08
Via-09.DVVG 9/i 1°. l) ,

' GRA HIC SCALE NOTES: P
CURVE TABLE
so 0 2s so too 200 ALL SEWER 8 ~ PVC SDR-35 I CURVE LENGTH RADIUS DELTA TANGENT CHORD BRG. CHORD PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
_..E~ ~ OTHERWISE SPECIFIED, ' w~Kmc C9 199,60 150.04 76'14'34" 117.71 N16'46'34°E 185.20 FIED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT
IN F);ET } C10 77,24 250.00 1T42'06" 38,93 N13'09`43"W 76.93 ALL WATER DIP AWWA C1~ ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949. )IP AWWA C150 MAIN AND 6"~ PROVIDING BONDS/INSURANCE IF REQUIRED,
1 inch = 50 ft. DIP HYDRANT LEGS UNLESS 0 ~S UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL
SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF
COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
ALL WORK TO BE IN ACCORD IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY. SEE SEDIMENTATION & EROSION CONTROL PLANS
2 SEE H T CP4 CITY OF ROCKY MOUNT STANC SEE SHEET CP SEE v o ~ SPECIFICATIONS. COUNT STANDARDS AND FOR DETAILED MEASURES.
3 N 31
- 0 Q• 1 0 s" TEE of MJ sta. 16+7102 ALL WORK WITHIN THE NCDOT UTILITIES SHOWN ON PLANS ARE LOCATED THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE
' ~ k 3-s" VALVE W BOX 11 / SHALL CONFORM TO NCDOT S ~ ~ TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF
V SPECIFICATIONS. ~i,Q~ e 2 ~o ~ or }
~ ~ ti
oq ~ S m
Q~ ~ oo N 30 16 -y cs SHEET CP2 . , • • ' • ~ ' •
~ ~ # 12 ~ , ~ J SEE SHEET CP ~ ~ ~ti~ o ~ Q
u. o ~ ^ 1 G~4 46 - 55 56 ~ ' '
~ o ~ ~ ~'3. 4 R25 ~ U ~ ~
x „ 13 q r o ,Q O k~ G ~ ® ~
Q ~ N i LP a N EL v m ~ ' • c~ . ,
n. ~ N , .B ~ ~ Vd B ~ 29
~e 5 ~ E T ~ ~ P 6 w ~ •
i- ~ Q 4 ~ ~ W 1j ~1 ~ 4 ~ H#12 N ~ ~ D 45 ~ 57
w x X 1 oe' 24 w ~ c ~ ~G CURB CUT 4 ~ ® CURB CUT#t (3FT wiQTH)
UI D C;' v' k~ ~ ~ y ~ 0 3FT w~oTt~) 11+00 11 74 s° vA~vE w/ Bo SWALE#1 WTH 20' DRAINAG ~DISSIPATOR AD '
w - - EASEMENT
w 8 x8'x8 TEE DI J ~ ~ CB 8 ~ 5TA 10+09,90 # :ADER# 20' DRAINAGE
' 1-8" VALVE 80X ~ ~ ~ / MH#1"~ EASEMENT44
1-6" VALV W 80X / t 23 ~ 2Xp app
0 13 0 1
CC 6 / W 58
M 0 22 6° VALVE W/ BOX a a
-n r ~ LEVEL SPREADER
2 16 #11
N 21 25 0. 43
~N a 59
~ C6 9 C6 9
~2 ~q~
' ~ A.. ~ ~ t
SEE SHEET t :E SHEET CP2
R\W 46' R/W R\W
PL SYMBOI,~,EGEND
2s' z ' PROPOSED CATCH BASIN
13.5' 13,5'
~ a' PER Fr. ~\4" RER Fr. PROPOSED SEWER MANHOLE ' \ PROPOSED PITTING GATE VALVE ~
PROPOSED SEWER MANHOLE 30" CURB & CUTTER f
2" 5F9.5A PROPOSED WATER HYDRANT 8 nBC EXISTING WATER LINE - W - ® / L
e e EXISTING SEWER LINE - a - 46 R/W - 27 B-B ~,rv ~
No Scale
NIGH PT STA: 13+75.00 HIGH PT STA; 15+24,51
HIGH PT ELEV; 140.63 HIGH PT ELEV; 142.03
PVI STA:12+75.00 PVI STA:15+50.00 PVI ELEV;139.51 PVI ELEV:142.59
K; 68.99 K: 44.21
LVC: 200.00 LVC:150,00
' 150 ~ ~ I I ~ 150 o ' I ~ ~ o o ~ o I , _ _ _ - o - - -o - o r
-----o rn _ - - - _ ~ I I ~ I I I
148 _ _ _ - - _'n _ a...._.. - _ _ _ _ _ ----1-- _ _ _ . ---`n ~ - _ ~ _ _ _ - -a---- C0 i h ~ ~ ~ r` N o ~ ~ f I o 148
146 i ! w ~ , I _ ~ w ! L : w I 1 , ~;.i i 146 I I i 1
_ - - - _ - . - -1----- - U--
_ > w-- m--~-- _-1--------- w___... 144 144 _ E_..----- - , m ' w m I ~ w I
_ I ' ~ 1--- i i, I,
' 142 MH 4 _ ' ~ _ - - _ - 42 - - 1 ! I- I ~ l i 1.12% , i--_ I
_ _ _ _ - - 2 _ _.._STA 14+96,3 (0 ) _ _ I ~ ~ 1 .00 ' .z~q
TOP OF CURB 128.46 140 _ _ _ _ . _ ~ - ; ~ _ 140 i I INV IN 119.23 _ '
k ' (NV IN 119.23 I I , ; I
138 _ INV OUT 119.03 _ _--..----___L--_ i.__--- --.__.;I_._ - 138
1 ~ , . ~ _ . ; _ _ - _ . - - - - _ _ . - - - - _ _ 140 ` I ~ , 140 140 130 - 130
_ ___I-- - 136 - - i--------- - ! - 136 CB#8 _ CB#8 ~ _ _ -
I ~ I . . _ _ I_ _ - _ _ 1~ _ L _ _.pV _ _ _ . _ - - _ $ C._ - _ 138 -STA 1 ' - I ~ 1750 I ~ ~ ~ 138 - STA 17+56.44 (12,25 R) i__-- 138 128 128
134 _ ~ . _4 _ - 134 TOP OI TOP OF CURB 130.63 '
` I t ~ + ~ INV IN # I MH 10 I I_-~ ~ MH 12 36 INV OG INV IN 127,17 - I 136 INV OUT 127.07 136 126 _ i - 126
D~ 132 ._i..___ _--..._...___...._.STA 11+86.51 (0.00 ____!.-.----STA 15+23.96 0.00 132 -
_ _ RIM 135.92 - - - RiM 142.03 s _.TEE-oI-M~----__ _ 134 - 134 - , __..__.._.i__ 134 124 _ ,L._. _ 124
_ _ .._i'.~._._._ _:~_.______-_---INV IN I _L___-_-.__._ _ INV OUT 135.58 s A-~-s+~1 oz-----_._ _ 130 ~ ~ MH 11 I ~ 130
I_.....__ _ 129.42 - ; _ 132 STA 12+82.00 (0.00) I 132 - . 132 122 - ~ 122
- - 128 ~ ~ - TOP OF CURB 138.94 ! i 128 CC#1 ~C~4_._
i ___-_.__-INV IN 131.36 . 130 130 _ . . -__..---E . 130 120 - - . ~ - 120
I SIG _ INV OUT 131.16 126 I - I , _ ! j _ - - . _ 126 ~ ~ _ L.__.- - . i
. _ ~ ~ , _ ! 128 128 _ 128 118 - 118
i E ~ ' i 124 ~ , ~ I , . ~ t I I.. 124 _.._______________--_a.__
f { ~ _ - _ _ - , _ - 126 - a~ I i f I_ I 126 _ ~ . . _ 126 116 116
122 _ ~ . _ - _ - 122 _ - - _._SWALE 2.._. _ - i SWALE#1-
' 1 I i I i ' 4 ' i ~ 1' I ~ i --f------- i I 1 ( t 1 I 124 _ 124 114 - ~ _ _ - - 114 i - - ~ -
120 I I _ _ 20 c iT 1 . -I--___ i-- I 1 I
- - - - _..I . . - - 122 I 122 ~ ~ . C _ 122 112 i _ _ 112
~ ~ ~ g~~ p 118 - _ _ x-...,___-_ _ _ _ - - 118 I I 8'~ DfP I _ _ i i I
' ( ! 1 I-_ ~ - - - ~ - 120 120 I ' 120 110 110
I I ! i ~ ~ i I 116 ' 116
STA 10+09,90 ~ ~ r CON t~ ~ t0
O~ ~ ~ a7~ co~ M~ d-oy fir' ~l~ rn~ O~ cpN d-~ ~O d~ 01 (A M ~ 0o m~; oa a~ ro ~ Mpr~ NN NN NN NN NN
C0~ O~ r~N d'd: tp~ OOpQ 6~aj O~ Qp N~ N Np NOi N ~ r'') ~ M ~ t'''7 t- M ~ M ~ d' ~ rt rt ~t d' r d' M r ~ ~ ~ r
r r t^ ~ r r r r r
10+00 10+00 11+00 11+74.50 10+00 11+00 11+45
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+81.02
,,,,~44 DATE: JULY 2008 PROJECT; 05259
~ Rp ~ ~ ( CLIENT CODE: HODMOR
P ~y V ~ ~ SCALE(HORZ);, CAOFILE: 05259CPt ROCKY MOUNT TWNSP NASH COUNTY
1 = 50 nn n RnnU, _ - _ - -
~L ENGINEERING & SURVEYING, PC 20106 SCALE(VERT): DRAWN BY: Rf _5 SURVEY BY: KP, JB NORTH CAROLINA ZONE:
- TELE: [phone] 1906 NASH STREET NORTH -""LANS N
'.~'F ~N WIILSON N.C. 27893-1726 FAX; (252) 399_0604 CITY OF ROCKY MOUNT INT2 i REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08 PIN SHEET CP3
Fri S, BP,,a www,bartlett us.com & s~+ CRM 1ST REVIEW COMMENTS 8/15/0$
4."a ~?6,. ;a~1(wt, ;'PSI

NQTES~
A L SEWER 8"~ PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER L GRAPHIC SCALE
OTHERWISE SPECIFIED. ALL REQUIREMENTS CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT 50 0 25 50 ifl0 200
ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949• _a
ALL WATER 8°~ DIP AWWA C150 MAIN AND 6"~ PROVIDING BONDS INSURANCE IF REQUIRED. DIP HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL ~ . W
' SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF (IN FI+aIaT )
' COORDINATING REQUIRED INSPECTIONS BY DAMAGED. 1 inch = 50 ft,
ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND OR WITH MUNICIPALITY.
CITY OF ROCKY MOUNT STANDARDS AND SEE SEDIMENTATION & EROSION CONTROL PLANS FOR DETAILED MEASURES.
SPECIFICATIONS,
UTILITIES SHOWN ON PLANS ARE LOCATED ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE
SHALL CONFORM TO NCDOT STANDARDS AND SEE SHEET CP2 RESPONSIBLE FOR VERIFYING THE LOCATION OF
SPECIFICATIONS.
H
INSTALL TEMPORARY BARRICADE ' 8" VALVE & 2" BLOW-OFF ASSEMBLY 2~ .~,,.o.~..-~
' ~ ~
3r 31 30 29 31 CURB CUT#6
W Q 32 N 3 33 (3FT WIDTH)
37 36 34 36 , 35
a o x 28
ro ~ 8"x6' CROSS DI MJ 5T 11+23.09 6" TEE D MJ STA 14 .E D MJ STA 14+58.7
p o 2-6' VALVE W BOX _ ~ ~ / 3 6" VA VE W/ BOX vA vE w/ BOX R40 R47,5 CURB CUT#6
q a a 1-8" VALVE W/ BOX
y 2 \ 15+00 15+87 (3FT WIDTH) 27
R40 14+00 ~ 832,5 13+00 14+00 MH#15 ~ ~ s~t~ ~ LEVEL SPREADE ~2
/ 12+00 "PVC SEWER FH
MH#13 10+00 M 8 " DI WATER MH#13 # PROP. 6 2fl' DRAINAGE R40 R47,5 11+00 1 +50
CURB CUT#5 ( 7 3$ {6FT WIDTH) P~ R25 1 0 EASEMENT R25 W R32.5 ~ ~ 6 vALVE MH#15
PROP. 6" DI WATER (TYP.) (TYP.) V ~ n w/ OX ~ t0 j~
R47.5 R40 R47,5 R25
~l~ R40 ~ ~ (TYP) ~ ~ FH
P ~ Q ~ ~ i P tii ti 24 acv - R40 / W/vBOX 26
~ ~ m o ~ F 6 VALVE Cf1 -lQ,
o F ,J / 2 W/ 80x 6"-45 DI MJ W ~ ~0 ` 1 Q STA 10+29.73 N 9 10 25 SWALE#4 WITH
~ W ~ 6" VALV 7 DISSIPATOR PAp 0_ ~
W
~ 5~ SWALE WITH W/ Box SYMBOL LEGEND xO ~P DISSIPA OR PAD SWALE# WITH ~ ~ ~
DISSIPA OR PAD 40 ~ PROPOSED CATCH BASIN W
PROPOSED SEWER MANHOLE 39 ~ 1 25
® 39 ~t M # PROPOSED F)TTINO GATE VALVE P~
PROPOSED SEWER MANHOLE ~ #12 23
PROPOSED WATER HYDRANT ~ SEE SHEET CP3 SEE SHEET CP2
EXISTING WATER LINE - w -
EXISTING SEWER LINE e -
q\w R\W ae~R/w R~%
n
23' 3' ~
13.3' 43,5'
i\4' PER Fi, t\4" PER FT,
30" CURB & GUTTER ~
2' SF9.5A
8" ABC
46' R/W - 2T B-~
No Scale
HIGH PT STA: 14+45,78 HIGH PT ELEV; 139.61
PVI STA:14+75.00
Rt /2" R3" PVI ELEV:140.34
K: 32.84
73 16" 150 150 150 LOW PT STA; 11+26.95 LVC;150,00
~ / I , ' ~ LOW PT ELEV; 135.61~~ ~ ~ o ~ o ~ I ~ - r - ~ - , o I o 150 150 , ---I--~-- 150
12° PV(~ST-A,11~1-=~51 95~~- , ~ N 148 _ _ _ 14 1 _ _ _ 8 48 - - ._...._-PVI-ELEU:-135:84 p _ , I o rn 'N r-- - p ~ ~ ~ _ _ _ _ _ 148 148 _ . _ ~ 148
_ _ ~ _ ~ ~ _ _ j .
24 ~ - - ' _ L_VC• 5.0..0.0._.. _ 146 _ _ _ _ . 146 146 _ - _ - ~ - _ _ _ _ - ; W _ i f-- w 146 146 ___-I- - - _ - _ _ _ 146
W ~ ~ I ~ _ ~ ? _ - ~ _
I „ 144 _I ; - _ 144 144 •.co G_ ~ ! _ - > m-----
3G I I ~ i N~ BCD I ~i I m _ I _ ~ _ - _ _ - , -I- rry- i + t~ I I ~ - - m ~ .I_ . _W ~ _ 144 144 144 T._.. - -
_ I l 142 , 142 142 _ J _ _--T- a . _ - - . _ _ _ 142
I I ~ I ~ _ - ~ - --I---- ~ a. ~ _I . , . ~ ~ ~ _ - I ~ ~ 142 _ _ - 142
U I ~ 1 I I ~ _ ~ ___L_ _ - ~ . - - 140 140 _ 140
140 - _ _ 140 140 ~ _ _ , i
i ~ __~r-.-- L-- - _ I _ _ _ _ _ I _-1_._ ~ ~ : 138 138 ~
13 ~ - _ 138 - - - TYPICAL CURS CUT ~ 138 , ~ . x,39%I ~ - ! i, ~j - 138
No scaLE ~ - _ _ . _ _ ; _ - - ~ ~ i i ~ I ~ ) 50)
136 136 136 __L _ _ _ -AwwA ct5o --i--- ' .90% 6 DIPS I~ _ ~ - ~ _ . . _ 136 136 - 6G#6---- 136 E
..L _ _ _ ' CC5 I ----I- - TO. FIRE..-. -a. ' - -
134 134 134 - ~ _ _____.PROPOSED _GROUNDT_ ! ] ~ _.__T . 9 ~ 6 TEE
' / ~ ~ ~ I I ~ - 134 134 _ 134 _ _M~ ~ PROPOSED GROUND ~ i STA 14+58.78 _
- -i.- . _ _ 132 - 32 132 i _ ' 8' ~6" CROSS DI MJ f - - _ 132 132 - - - _ . 132 r
I _ . ~ ~ ST 11 +23 09 I ~ I ' .3~_...___ _FIR- 6 45' DI MJ,. I I _ ~ _ ~ 1 ~ r . - ;
130 ~ ~ 130 130. To E _ ~ - .I- - _ _ ; - - - - ~ i i HYDRANT STA 10+29.73 ~ I I I ~ F _ 130 - ~ 130
~ ~ I ~ I I I ~ I I __~„q.3 _LF CCU 0 50~ 8" PVC 1
128 - _ _ _ 128 128. _1-1 ~--L-F-~ , _ _ _ - a~_ ~ _ _ - 0:50%__8._~VC;-- _ ,0.50% g pVC 180 LF Q- I 128 128 _ 128
SWALE 3 - ~ __-______L_..___ I
126 I . 126 126 _ ; ~ _ _ i - SWALE 4 ' ---a,--.__ .126 126 _ . 126 i
_.I_ _ - - I _ . ~ - i_--
1 _ _ _ I - - 124 124 - r_______~ _ _ - ~ i I i _L_ . _ _ ' 124 124 --v__.-_ _ 124
--i- I d-
122 _ _ 122 122 _ i' 122 122 122
' i 1 _._..,e-__._.__ 7 _ . _ _ - - I I I ----I
I 120 _ . - _ 120 120 - ~ . - _ _ I , , i - _.___.___._-a - _ - . 120 120 _ 120
_ ~ _ I I ~ _ I - -
I 11$ 118 118 ' 118 118 118
~ N Oa tfY~ U7~ O~ fit'? cD`~ tf)tn ~O ~O ~O ON Q1 t~ N r~ N d; ~ ~ ~ ~ 03 N m to ~ N d- cD r`? r ~ m ~ ~ to ~ N ~ ~
N N r`? N} N) I~ ~ O ~ ~ ~ ~ n ~ r ~ ~ N ~ '--r'`1 rr~ ~ ~r7 ~M ~'r1 `i-~ N~ N~ ~ p`~in ~ N N d'~ ~r~ ~t~ r ~ ~ i- r r.
11+00 10+00 10+00 11+00 12+00 13+00 14+00 14+00 15+00 15+86.55 10+00 11+00 11+50
1 I HgJfl/ DATE; JULY 2008 PROJECT; 05259
1 i. ` O ~ r! pia P r iti
0 ~ ~ 9; SCALE HORZ : CLIENT CODE; HODMOR ( CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASH COUNTY
n Y ~ n 1 C~ 11 `~°l .~1 A l
S 3 ENGINEERING SURVEYING C _ i ~ r cw ~uvn:
0106 OLM - DRAWN BY: RE SCALE(VERT):
i 1905 NASH STREET NORTH TELE: [phone] 1 =5 SURVEY BY: KP, JB NORTH CAROLINA ZONE:
IMLSflN N.C. 27893-1726 " FAX: [phone] J T~ " I REVISIONS: &CRM 3RD REVIEW COMMENTS 4/17/09
F'~/ iql, S. 5~tP PLANS CITY OF ROCKY p nc su~~ www.bartlett.us.com NC DENR COMMENTS 1/7/09 PIN SHEET CP4 CRM 2ST REVIEW COMMENTS 9/12/08
CRM 1ST REVIEW COMMENTS 8/15408
F:\ A~) ~_41.I PRJJCtiP:;~+ ,EJ ',i TJ d1f'a(V8-09 DWL; 9/1/2,009 5,3: ) fP

NOTES:
ALL SEWER 8"~ PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
OTHERWISE SPECIFIED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT, CALL ULOCO AT
ENCROACHMENTS 8c PERMITS INCLUDING 1-800--632-4949, u~cxnre „ GRAPHIC SCALE
ALL WATER 8 ~ DIP AWWA C150 MAIN AND 6 4 PROVIDING BONDS~INSURANCE IF REQUIRED. so 50 0 25 50 100 200 A1W' R/w
DIP HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF
COORDINATING REQUIRED INSPECTIONS BY DAMAGED. ~~d ~ ~ d:.y,:l, 30.00 30.00 -
ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND OR WITH MUNICIPALITY, / ( IN FEET } ~ 6,00 12.00 12.00 - 6A0
CITY OF ROCKY MOUNT STANDARDS AND SEE SEDIMENTATION & EROSION CONTROL PLANS 1 inch = 50 ft, I^ sfs,SA DvERLAr
SPEGIFiCATIONS. FOR DETAILED MEASURES. 1 °PRF. 1A"P£A FT i' PER fi. 1" PfR Fi.
UTILITIES SHOWN ON PLANS ARE LOCATED 1•F ~`c
ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE SHALL CONFORM TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYWG THE LOCATION OF 'i.
SPECIFICATIONS.
STA. 20+05
No Scale

I i FUTU
--DEVELOP ENT
\ ~L R/W R/W
x i~
W ~ ~ , 45,00 - 30.00
_ ___NEW..RIGHT TURF _ (WIDENING) {EXISTING 6A0 NEW-RIGHT TURN LANE s,oo 1300 lzoo) (ExlsnorTC) (m~E IN NO}
APPROACH TAPE BAY TAPER = 2 APPROACH TAPER = 300' r' 6FS.5A ovERLAY BAY TAPER = 200'
T ~ CONTROL PAIN ~ DECELERATION DECELERATION = 250' 1 t a• R FT I a° P FT I PfA Fr ~ PER fT,
N $00736.31$0 ~ I STORAGE = 75' STORAGE = 75' ~ 2" SF9.5A S(Oo
4.7960 \ E 233411 4" WATER LINE R25 0 _ _ _ i 8" ABC F
ELV: 121.37 (NAND 88) ExIST 2 e (TYP) a~. _10'X~0'gT - (TYP)
,,1 ~
. _T__._ _ I - ~ ~ : ' . ~:-i ° . ~ ` ~ ~ .111i.L1:YT~"~ 1:i f ~ LL~ la. iii ~ ~ t ~ ~ ~ ~ sTA. 18+05
W ~ J U.. _,,1a~L.l i- 1 r _ _ No Stole u ~ 1, ~1 L'P'L _
_ _ t _ _ _ _ _
= -r
- - - - R/W
i 24"x8" TAPPING SLEEVE A(W
j ~ W/ VALVE & BOX x5,00 3D,00
0 6.00 15,00 t2,00 12,00 5.00 (WIDENING) (EXISTING) {EXISTING) (VADENING) 6.00
~A NEW LEFT TURN LANE -i" aF9,5A OVERLAY
APPROACH TAPER = 300' NOTE: NOTE: / a" PE , q' PgR
BAY TAPER = 200' ASPHALT OVERLAY ~ PROPOSED ROAD 4MOENNING~ DECELERATION = 250' STA. 10+00.00 TO STA. 20+05.00 CONTRAC ~ I. pER ft, PER Fi. ~E CONTRACTOR IS REPONSEBLE FOR PAVEMENT ~ ~
- l___. (AREA = 18,924 SQ.FT.) STORAGE = 125' - {AREA = 133,516 SQ.FT,) MARKING MARKINGS ON HALIFAX ROAD. ~ 2" sFSSA Srq~ y' a" Aec F
STA. 16+SO
No Sccle
SYMBOL LEGEND
PROPOSED CATCH BASIN
PROPOSED SEWER MANHOLE ~
PROPOSED FITTING GATE VALVE D4 ~ ~i
PROPOSED SEWER MANHOLE A/W R/w
PROPOSED WATER HYDRANT
EXISTING WATER LINE - w - a5.oo 3o,oa
EXISTING SEWER LINE s z6.a1 12,00 1z.oo 5,00 ('MDENING) (EXISTING) ° {EXISTING) (WIDENING) ~ 6,00
1" SFR.SA OVERLAY
MEDIAN SNAOYBROOK DRIVE I " PER F 4" P F
16LAN0 f' PfR R ~E J.
T ~a.SA~
8" ABC
142 i , ~ I I t ~ 142 STA. 1 fi+27.40
~ ~ t ~ i I I I ~ ~ { ---------___._-..._.-----~-----_.~___j. No Scale I
i 140 r I 140 I
I I I , _ _ _ _ ~ _ _ _ _ _ _ _I _ _ . _ _ - _ I, ,
I f 138 ~ i- - - - i ~ I , . _ R/W _..~V- - ~ 138 Rnf I
I ~ , t_ _
136 ~ ~ r.--- „i r- 30.00 3a.oo ~ 1 136 5.00 12,00 1z,DO 5.oa ~ 6.00 (WIDENING) (EXISTING) {EXIaSINC) {VADENING) 6,00
i ` ~ I f r- I i - I ~ ~ L . _ _~_L_ I ~ i 1" 9F9.5A OVERLAY
E ~ ~ 134 - _ ~ . _ J.__ . _ - I "PRFT 14"P F
I~ i ~ 1 ~ ~ G i ___.1_ - - _ - _ E i - - ~ ~r J' ~ i. pER fT. PER ~ ~ _ 134
i _ r . 132 _ - L 132 J~ 8" ABCSA~ J', S`~ b~~~
_ a 1._. L. i ~ _r _ ~ . ~ - , LEFT EDGE OF P VEMENT S`°~ 3~~ ---------..__J.___--.__-----__-.-.. i..-~_.___-.._.---.-.
~ I ~ ~ I I i ~ ~ 130 ..._.......i_._.._ _ w.._...-- -~,;:I----:~..------- I _ _i 130
~ RIGHT EDGE OF PAVEMENT ' i i'"" ~ i
I ~ i 128 ~ ~ ~ - - i ~ STA. 13+00 TO STA. 15+75 ~ L_...____._..___._-.-._ ~ 128 No Sale - - _ r
I I~'~ f I --i- I ~ r _ - _ - _ _I _ _
T R I EXISTING ROAD CEN E L NE ! 126 _ _ ~ _ _ _ . _ . - . _ - - - - - - - - . _ _ _ _ - a.___ ' 126
t ~ _I_
i ,.r I 124 - ..._________I ~ _ i I L . f . _ _.i_. 124
i l ~ ; - I _ _ - I R/W R/y,, l .
~ ..ter r I I ~ i j ~ I I _ _ _ ; . 122 30,00 30,00
1.22 _ _ _ _ _ _ _ _ _ F r ~ i----- r--- ~ - - - i ~ ; l I I _ , _ I _ - - - _ _ _ - . i 6.00 12.00 12,00 6.OD
i I ~ - ___._.....i_ 120 1" Sf9.5A OVERLAY
120 _ . ; _ _ . _ _ _ . _ _ _ - - - i i I i ~ 1 _ l I
i I ~ ~ I ~ ~ + - ~ 3 i* PER f1. 1' PEA Fi. - - ~ E 118 ~ E
118 i I - I _L_---~ - I I - - ~ - ~ , OA F
I i ---I-- _I ~ ~ i 1
116 1 ~ ~ 116
o ~ o Do N oo In ~ ~r m ro r N o o ~ ~t t"7 ~ Q r U7 ~ d-
LEFT EDGE OF ~`ao COUP ~r~ N~. ~'o N~ °0r No "'D~ co ~N '`o r`~ "'co `-p Nr; ~N ~I") ~d' stn ~tC1 ~[D r'I~ ~I~ N~ C?p N(V ~cV `try Lnd'
PAVEMENT NN NN NN NN NN NN ~N NN NN NN ,-N NN ~M ~t~ ~N') ~M ~M r r r r r r ~ r r r r r ~ r r r r r M ~ M ~ ~ ~ STA. 10+00 r ~ No Scale
10+00 11+00 12+00 13+00 14+00 15+QO 16+00 17+00 18+00 I 19+00 20+00
~QO ~N NI.47 ~(0 ~N No CD~ N00 ~(0 r ~r ~(p ~r ~ln ~(0 X01 RIGHTEOGEOF ro N~ ~r u~`~ ~r ~In a~M ~r ~ro o~ ~ N~ ~
NN N~ N~ N`t N~ N~ N~ N~ Nr N~ N~ N~ tea ~r I,,~N ~.r~d' ~r7tf0 PAVEMENT ,_N ,...N ~N ~N N ,._.N N rN rN ~N N ~N ~t~ ~ rN7 M rMl
r r r r r r r r r r r-
a
10+00 11+00 1 z+oo 13+ao 14+00 15+00 16+00 17+00 1 s+oo 19+00 20+oa
DATE; JULY 2008 PROJECT; 05259
L R ~ ~ ~ P ~ ~ CLIENT CODE HODMOR
~ , ~r I sca~E(HORZ)„ ~ CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASN COUNTY _ s1 1 = 5D FIELD BOOK;
`-ASEAL(' ENGINEERING & SURVEYING, PC U / / 1 U U / / / 1 DRAWN BY: RF SCALE(VERT): SURVEY BY; KP, JB NORTH CAROLINA ZONE:
20106
O H TELE: [phone] 196 NAS STREET NORTH - CITY OF ROCKY MOUNT, I .,g GENE w,•
WLSON, N.C. 27893_1726 FAX: [phone] ANS a r J NT, LI REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08 PIN SHEET CP5
& S lki t{iteiaiieeN www.bartlett.us.com LNG CRM 1ST REVIEW COMMENTS 8/15/08

JI,~N~rR
LJ
PLAN VIEW vECETATED CHANNEL
VEGETATED ,
CHANNEL
•000000 ° U n°°anoDDaoana ISOMETRIC IEW 0000400 000 000
DISSIPATOR PAR oonoooo°000°00 •00 0000 • 000 000 /VARfABLE LENGTHYy 00 00000 0000 • • , • • 0000000° 000
l / aooo ooooa 40D0 00 000
't`~~2' 00p p~`~ DISSIPATOR PAD ~ :ea:..+
y ~.y ~ 'de'
:k' .b. if~~ .r~ _ - ~
A A ~ ~"t'~~,~~";'~~ 49
B "F~~ - ~ _ , 59
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sECTIaN e-e SECTION A-A 5,D I~ PIPE °L " - -
VEGETATED CHANNEL / 0,15' vaaineee ~~cw • , . ~ , i . ~ _ _ ~
r a''- i W ~ ~ 4 y y ~ . ~I ~ I ' ~ - ~-DITCH A2 ,
Iii ~ E II III''I ' I lli y~{._l I {i~l l I(~ I 'U IL ~I dJll fl' '{G it u ~ u ~ rr ~ - ~ ~ V ~1 ti4r lil ~ ~ I ~ -~n lu >~F i h(~ iu Tni ~ , n t ~f i~t~l ~f II il~~ IIF 111 I1k.11i ill III !It III. lu ,III I"F III_1lt-IEI .1~I III it J I IL- ili:T~ u~ 1.17p ~i ~ del ~ JI + c u i~~ i, ail ~ I..~ i I ~{~.il~~ll ~I'fll IIL~111~11'._i,cifl-III ! i 11'.' c-fJ~ !}~=(}l {II~I~-i~.. II ~ ff'~uI '11 it tF l' iii 1 ~~II-~ ~li~. ~ / ' r ,1 ~ -
- _`L i~... . ~ ~ ~ 4R ni nr i iti II ui a r I ~ ~i ~T _ is~,T~~~~11 ` SEMENT ,1 _ i~ _ AGE A ~'ll 1~;,, ~tr (~~II IL'~. (~~~~.f'~'~7 ~11~i~ll~llll i~ ~j l~[h~i-;ill I~il ~~(I~~k~i ~ JO i~-1 -T-li~ t ~ t i~I-(F- .I ~ i t ' ~ii li u~Ilr P: ~jp.: 3p' DRAIN - - 4 $ r' i - - i ~ r
_2 OISSIPATOR PAD
~ ACF ~.q~~~~ ~ ' ~ ~
_ DITCH Ai DITCH NO SCALE .H At~ ~ i DITCH A2 ' ~ ; ~ _ ~ ~ ~ ~

CURB Ct CURB CUT~3 _ ~ - ~ ~ ~ ~
(6FT ~I (6FT ~DTH) CURB CUT~2 \ \ \
, (3FT M~DiH) _ - ~
~
I__
KING CALCULATIONS; i ~ ~ ~ ~ Rn . OFFSETCURB OPE _ ~ ~ ,.r ~_..,.._.~..r._. , , _ . . Rn -
X10-YEAR DESIGN STORM . ;
' ,N I 0013{ I aCHANNEL I ~ s
t LOCATION `REQUIRED DITCH r GURB BOTTOM i FLOWFLOW~ WETTED iHYDRAULICMANN.i ACTUAL , TOR ~ SHEAR
FLOW ;SLOPE OPEMNG WIDTH DEPTH AREA PERIMETER RADIUS VEL CAPACftY WIDTH STRESS , ~ I . , _ , , . . Y
Q s~ Ft d { y ~ A l P R V Q I W~ (Ibsisq.ft.) f
~ RBCUT#1 I 2.16 10.03601 8,0 2 10.18 ; 0.35'` 2.35 0,15 8.13 ~ 2.16 l 2.00 t 4.40 I I ~ 2.12 ~ 0.06 s 9 1.20
ICURBCUT#2 ~ 1.20 ~ 0.3300] 8,0 ~ 2 ~ Q06 0.12 ; .82 2.00 1.26 - ~ ~ , 0.3300. 8 0 2 0 08 0.15 , 2.15 0.07 ~ 11.33E 174 2 00 158 CURB CUT#3........,,....... 1.74_._-_._,. i _ L....
CURB CUT #4 1 0.89 ~ 0.03501 8.0 I 2 € 010 ' 0 20 i 2.20 0 05 ~ 4 38 ' 0 89 2 00 - 0 22 _ _ .K
ICURBCUT#5 ~~~~5.29 C0.03731~-•~~~8.0 ~ 2 0.31 0.62 ! 2.62 ~ 0,24 ~ 8.49 , 6.29 2.00 i 0.73 t ~ .....I._ I
CURB CUT #8 I 173 0.0834 i 8 0 2 012 0.24 ` 2.24 ~ 0.11 7,43 1.77 2 00 0 62 i
i ~ ~ i,
~ T R PAD/OUTLET PROTECTION SCHEDULE ! ,DISSIPA 0 ,
' I NYDOTMETHOD ~ 'MINIMUM , .
! ! ' i ! NUMBER APRON APRON 'STONE D50 OUTLET CHANNEL~CHANNEL CHANNEL: - - V 1 ~ PIPE D!A _ s OF P_I_PES_ I LEN_GTHz, _ - _ . t. , i _ _ - - ~ - 3 ~ 4 i I LOCATION Q(full) I Q (10) ; V(full) ! (0) l f WDTH CLASS DEPTH .STONE PROTN DEPTH ~ BOTTOM iSIDE SLOPEI
CFS CFS ~ FPS E -FPS ~ INCHES ]ZONE M (La) FEET; FEET E $TDNE j INCHES SIZE !TYPE FT FT
CURB CUT#1 i 216 ' ~ 6.13 7.12 1 4 _1.__..-_,... ~,a . 13._ .~_._.A _ 18 2"6" B 1 00 3 5 1 ' _ _ , M .
I CURB CUT#2 i 120 Lw 9 82 4.20 1 14 1 14 1 A + 18 2" 6" A NA NA NA ~ . _ , - m _
CURB GUT#3 ~ ' ,174 ; ~ 1133 ' 4 70 I 2 6 ~ 1 2.4 2 ~ 22 5" 12' A NA ~ NA NA _.w . _ _ „ ,
CURB CUT#4 0.89_ - 14.38 I 6.41 1 4 ~ 1 18 11 A 18 ~ 2' 6° B 0.80 3 ~ 5 1 _w._~ ..,r
CURB CUT#5 ! ~ il5.29 - 8.49 9,47 1 ~ 4 1 3.2 13 A I 18 2"•6" B 1.00 3 5 1 . ..._-._.a_,~.. ~ , - i
' ~ CURB CUT#6 ~ 173 I 743 ~ 585 1 1 14 1 1 2.0 11 A j 18 2"6' B 0.60 ~ 3 5,1 _ _a _ . _ a._. _ _ , . _ 13 8
00 I j ~ j ~ i 138 - - - -I-
136 - ~ I ~ 136 _-__I
___L_.-__ ~ _ . _ - I 7------
' 134 I - _ _-oo . - ----J-------_ ' - - N ~ -----i 134
-Ii ----_-_....L
132 - - q. - N I I _ _ - _ _ - _ 32 _ ~ - - ~ 1
_ ~N _ L-- - _ _ ~ r- I o o i ~ - i ~ ~ - - - __G
Ir x~ 130 Q N_-_ _ . _ __L _ _ _ i- II . _ _ i.. _ _ _ _C. _ _ _i _ _L_ _ _ _ _ ~_L._. + 30 1
W_ N I
I m d _I_- . i _ --1-- - _ i - E ' - N o__-~ v_ 4 _ - ~ -il 128
128 (II ' W - -----p ~ -L. _ _ _ a - -
C ~ ~ _ ~ - 126
126 ~ ~ W ' i I - __m . ~ .
_ l(. Il ~ . . ~ -----I - ~ T 124 o I I ~
124 - ~ - _ 1:
_a ~ i- o. 122
122 ~
I ~ i
120 - _ _ . STA: -0+56.125 r+56,125 . ..0 i50~ .__T ~r.,,,~ ~ _ I~--- 120
--------__ELE~1: x21:!80----.. ' I ~ i ~ ~PE_"~~P"._.___-PIPE--~"LL" ~ I
118 rr ~ 118
' 116 I i ~I ~ 0-~50~ -t~ 0. ~ 0% ~ . _ ~ _ _ 116 36" RCS 36" ~CP ; ~ i ____________f____._____ _
I ~ I ~ ~ 1 i_-__ _ _._-___T
114
~ ~ I I ' i ~ 112
112
~ d.N NN dN C4~ 0)~ .-N N~
N d' N N
N N N N NN N~ N~ N~ Q~ O~ cyj~ Cpl r~ t0 c-- ~ r ~ r e- r' r- r
-1+00 0+00 1+00 2+00 3+00 3+47.50
-2+~~ -1
~ n iteirarr DATE: JULY 2008 PROJECL 05259
4 CLIENT COOS: HOOMOR
P r ~ SCALE(HORZ1;, = 50' CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASH COUNTY
FIELO BOOK:
am VANO SCALE(VERT) : =5 DRAWN BY. RF
ENGINEERING & SURVEYING, PC 2 106 SURVEY ®r: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TEE: 5 399-0704
-1726 - 'MESON, N.C. 27893 FAX: [phone] CITY OF ROCKY MOUNT, N( PLANS q T, I IN' A REVISIONS: ANC DENR COMMENTS 1/7/09 PIN SHEET CP6
S. 5 CRM 2ST REVIEW COMMENTS 9/12/08
& 4,,,fell ,,a www.bartlett.us.com su CRM 1ST REVIEW COMMENTS 8/15/08
l_.+:;ADU\_Lp,l'~f.~ ~JJ(,(t . i ~rr U4Nt.7~\(1,`,? J~1Fl~~~l,'(a-OS.C)we 9 4f2009 3:2 16 P4,A

" ~ ~
s ~ ~ r pIV~ 5~ N#6 ~
WORK IS DONE, CONTRACTOR SHALL STAKE 8DA AND LEGAI nISNOTIREPRESENTED TO COMPLY WITH ALL
TO THE CITY 4F ROCKY MOUNT'S LAND BEFORE ANY MACHINE THIS DOCUMENT IS ALL WORK SHALL CONFORM OUT AND MARK ITEMS ESTABLISHED BY THE 517E PLAN. COURSEL REQUIREMENTS CONTAINED IN THE ADA OR OTHER LA RS.GIVE ADVICE NACNdTlC ~ ~ /~~M~ 8 :~MQ~ A~~
DEVELOPMENT COPE AND THE MANUAL OF SPECIFICATIONS AND POINTS SHALL 8E PRESERVED AT ALL TIMES DURINGPO~TS AND ENGINEERS ARE NOT LICENSED TO {NTERPRET LAWS DOCUMENT
DETAILS, OF THE PROJECT. LACK OF THE PROPER WORKING F OPERATIONS UNTIL CONCERNING LAWS, THE OWNER SHOULD N A LEGAL COMPLIANCE. WORK ZONE GRADE STAKES MAY REQUIRE CESSATION 0 ALL EEN REPLACED TO THE OWNERS REVIEWED BY HIS ATTORNEY TO DETERMI E ~7 ,j e ~ ~ Q -
THE CONTRACTOR SHALL 8E RESPONSIBNE DOT OR CITY SUCH POINTS AND GRADES HAVE B TRAFFIC CONTROL IN OR ADJACENT TD CONFORM TO THE MANUAL SATISFACTION, DI AIM R; TST~ yc
POINT DR RIGHT-OF-WAY, ALL METHODS SNAL THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM KETCH - - ~ r ~ ~ / 37 ~ i
N UNIFORM TRAFFIC CONTROL DEVICES (MUTCD~ AND NCDOT a~n¢itNC~,_ , CONDITIONS;_ REVIEWVNG ALL FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. TH 0 NDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NS AFFECTING SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROAREA, STA ~ ~ 86 ~ CURe t~11T~5 ~
EXISTING JOB CONDITIONS. ANY ADVERSE CONDI SURVEYOR FURTHER DOES F R ALL BE BROUGHT TO THE UTILITIES SHOWN COMPRISE ALL SUC THETILITIE iTE CONTRACTOR TO COORDINATE iNSTALLATION OF CONDUITS 0 WORK SHOWN ON THESE DRAWINGS SH
R FOR POSSIBLE CLARIFICATION OR EITHER IN SERVICE OR ABANDOERGROUND UTILITIES SHOWN ARE iN 1544 PHONES & LIGHTING. ATTENTION OF THE ENGINEE NOT WARRANT THAT THE U ATION. XACT LOCATION INDICATED AUHOUGH HE DOES CERTIFY THAT pISTURBED ACREAGE ~ 20.75 Ai cE ~ 2D.76~ ACRES / , ~ 1 f swA<E WITH _ ~ ~ -
TERIALS AND ALL WASTE RESULTING FROM RECONCIU THE E ABLE EXCAVATED MA THEY ARE LOCATED AS ACCURATELY AS POSSIBLT PHYSICALLY aAK ~ BFrh< CLEARING AND GRUBBING SHALL BE DISPOSED OF AT AN APPROVED nnti TRU~CTiON SAFET{;_ _ _ ~5 ~ - ~ ~ DISSIPATE PAD
r UIREMENTS FOR JOB INFORMATION AVAILABLE THE SURVEYOR HAS NO jFI~C ~w~, 1859 1714 e~'FM PERMITTED OFF-SITE LOCATION 8Y CONTRACTOR, THESE pRAWINGS DO NOT CONTAIN THE REO LOCATED THE UNDERGROUND UTILITIES. _
noa ~G° ease Rp SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE $4 LIMITS OF , ~ / ~ ;0~~~1 / ~ , ~
Ra. ASPHALT PAVING TO BE A MINIMUM OF 8" CABC AND 2" SF9.5A, RESPONSIBILITY OF THE CONTRACTOR. DISNRBANCE ~ f~~RS
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL ~~~'~RAL FILL: ` NDITIONS OF ALL ENCROACHMENTS & PERMITS SEE SPECIFICATIONS FOR STRUCTURAL fiLL INFORMATION. I REQUIREMENTS CO I" _ _ ~3 ~ ~y~o~e ~ ~
NCLUDiNG PROVIDING BONDS~INSURANCE IF REQUIRED, W ~ j ~ - - i yy ~I i~ , - - _ ~ o,~~ '2 _ , , ,~~¢P , - 36 ~ 0
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW Iii i! ~ CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED ~ HAN 25 AND LL LESS THAN 50) AND SHALL I LESS T ti I C I ~ i
x 1NSRECTIONS. PLASTICITY (P ANIC MATERIAL OR DEBRIS PLACE FiLL 1N 8" TO , ;Ik i~ q 8E FREE OF ORG
CENTER AT 1-800-632-4949 FOR LOCATIONS OF OF THE STANDARD ~~I CALL 10° LOOSE LIFTS AND COMPACT TO 95% ~ i Mount Rd, q CALL ONE 63 ' 61 qq r, ~ ry ~ / , ~ ~ ~
ING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATfON. PROCTOR MAX{MUM DRY DENSITY, ASTM D698, THE MOISTURE i " 1 x EXVST IL SHOULD BE MAINTAINED WITHIN t 3 ''i ~ Ili 17a CONTENT OF THE SO s i % W i,, ~ 1 ~ ~ _
PERCENTAGE POINTS OF THE OPTIMUM MOISTURE COW MATERIAL TO I~ ,Ann~i etun rRarnNG PLAN NOTES: CAPER DETERMINED 8Y THE SAME TEST. OFF-SITE 80RR0 _ I 43 o -
5SED LANDS OURCE. ~ -l.?~_ ~ ! ~ ~ ALL AREAS Y AVING TO BE GRA gE OBTAINED FROM A PERMITTED S LIMITS OF , - ~ ` F ~ Ti~ 1 1~jti a " , 137
OR LEFT NATURAL AS INDICATED. \ STURBANCE ~ ~~-I~'~+ _ ILITY I - _ PRATE WITH ALL UT _ ~ - \y ~ • ~ ~ V ~~~ROP, 8 PVC SEWER - \ f / e ~ Ff , ~ ` ~ ROP. 8" DIP WATER
CONTRACTOR SHALL NOTIFY AND ~OOIES ON OR ADJACENT TO THE ANl 5 OR FIRMS HAVING FACL ~ ~ COMP E ALTERING, REMOVING, RELOCATING, ~ ' .2 / ~ } - ~5~0~ ~ ' SWALE~2 KITH ~ C ~ A
LOCATION MAP SITE BEFORE DISTO~NEICTING TO SAID FACILITIES, CONTRACTOR FUTURE POND ~ , _ CURB CUT~33 ADJUSTING OR C IRED
NOT TO SCALE RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQU _ SHALL S rra t r~~~ ~ Y,'Y~ ~~`I~ ~ 4 DISSIPATOR PAD r
TO MATCH FINISHED GRADE CURB CUT~2 - ~ DITCH Ai, 3FT 6~DTH) 2 ~ , ~ 1 ~QpR
DITCH A 1 ~ 1. .
TRUCTION SEQUENCE • ' • „ ' • • , , ~ ` REGRADE ExiS11NG 2ry;%- y~ SHEET DT1 FOR CONS . , , , , , , • . , • , . , <::,~~Y:-ck SEE w. .~;~,r NOTE: , , • ~ • I a., DITCH AND PROVIDE CURB CUT~F , ~ I ~ '`~'`0 ~ - _
TIONS OT2 FOR EET ~ DR MArnNC •,~a, ` f ~ SEE SH , , , ~ ExcELSI ~ ~ , ,a.
r I ~ ~ a ~ v o
END r. 1 LEG ~ ~ x': _
EROSION CONTROL • , . , , • • , , , , ~ , , ~P, ,J, ~ 46
, ~ , ~ y ' E FS ~ 7 r.' ?ING CONTOUR + , , • , , ' ' • . " ' 0 DRAINAC MT , , EXIS ~ , , , . , ELL ~2a ~ P ;'e~ , r ~ cs#s, ~ 0 3 pa ~ $ r
t ~ ~ ' ~ LT FEfdCE
ELEV PROPOSED CONTO , . , • • , , . • . , , • • • , • r ' . - I ~ • 1, . ' Z L.~. c~ ' :.._.'vi1"~F~~i~.,:t~~~ .1.,.~~.y~'~` u~~ _ ~ 0 nf,,, , gip, ~ 1 fJ '
DISTUR6ANCE , . • • . • . • , . . • I oN ? r _ ® LIMITS OF • , •1 ~ . R-P I , • AP , , • AM gU r ,ox, i ~ ~ ~
- -x- SILT FENCE ~ • , f ' rAR.,~' ~'j' • . • • 'r20~ 2 ~ PIPE LL r ~ X v ' • • • • ' ,t . , ' ' • 'AM~tCO ' • • • , , , AR`pAM g DITCH A2 DISSIPATOR PAO ,
• ~ . , , ' ' ' . , ,c ' ~ • ,~:,i UFFE f 4NTH FES ~9 ~Q,~ Q~~ ~ ~ 3 ~ g 13$ -
novas, DAM d• ~ ~ ono ROCK CHECK ~ ~ o~ I 1'
,ti /,ti~ 6 i ,~y~, /
ROTECIION , ' • . , , • , , `p,R NCE ET P ~ • • READER P SIL FE ouTL _ . , • . . ,LEVEL sP ~ cp o a~~ ~ 62 ; /~rr ~ w / / V ' , :fit r < \1
r ~ / 32 0
CONSTRUC 8 E XIT ~ vf' ~ ENTRANC /E . , . , ~ • ' WALE wITH D , i
' • • . ' ' • + , • , ' DISSIPATOR PAD ~ I ~ - ~ ~ ~ ~ K ~ LIMITS DF
000 \ ~ 4 o DAM a r , ••,,~I•••,, ~ ~ ~7 ~4 / / 10 DISTURBANCE
SURFACE WATER FLOW • . • ' ~ • , , ' . , • , , ' • , • , ' ' • ~ ea 4 , ; ~ ~ A° 31 ~ ,
, c- ,~,,~(~•5 INLET PROTECTION `-1 d J
• `i~ r ~ i p4 r '~o ~ , ' 1 _ r'
PORARYDIVERSION i TEM ni ~ Q Q•.,, ~ CURBCUT1 ~,M , 14 ~ q42 .i"''~~ p~ ~fj %
, ~ r' ro / i s - ~ ~ / _
DIVERSION ~ ~ i ~ o TEMPORARY , , 'i • •L, , , , ~ M ~ f ~
. • - ' •l ~ ~ ~ I ,a ~ ~ I ~ pVC'~'~~R 30 r
~ ' i' i
S6 ~ F - 50 ~ 6 6 ` \ % ~ ~ 140 ~~9 f
••.t, 51 ~ M _.e 140 / / - ~
,i' o • • ' ' • . ~ I PIPE B TO POND a '1 r r _ 24 i v _ .
• • • ' ' • • • , ~ ~ a i • • • ' ' • , • ' • • 52 DISSIPATOR PAD ~ `~s
• • ~ a'c ' ' • ' ' • 'm°' ' ' • • ' . ' ' ' , ' ' • ~ 54 PREADER ~ AIdO STAt STAGtN ~iE~ ~ - / ~ r3ei _ ~ ~
'••,v ! ''SILT FENCE ~ LEVELS d ~ ~ • - ~ ITS OF .123.0 ~ N 128.. X28 136 ~ / r /
• , , • • . ' , , , • ~ ~ DIS RBANCE T STRUCTURE • , , ' ' . , . , , 'j 920.0 ~ - - ~ 21 ` ~ - ~ ~ _ ~ 134
I _ - ~~~tNAStE AREA i f
T3 ~ - ` 136 /
. j ! 114 I ~ 9 20 ` ~ ` _ - ~ - X28 ~ `CURB~CUT ~ _
- Aifi,E . TST~4 - 132 SILT FENCE ~ ' 5 , nee _ _ RSION~4 130 ~
, ~ G.' • ~ • ~ ~ V i B 2 TEM ORAR ~ ~-;mow ti:.f~;., v- , 1~MP _ _ _ _ ,.v,.
• • • • 1 ' • • ' ' • ~ ' ' • • ~ - ' • ' ' ' 11 5 ; L • , , , ~ 't • , , • . • , , ~ ~ ' , , ~ 9. 120.0 ~ IP .~.~x , rW ~ , . ~ .,;w y ORgR ~ ~ \ ~ ' SWALE~4 WITii ~ , _ ~ ~ a.~ dlVfRS~ ~ 015;~PATOR PAD 132
y y • ~ ,420:0 i `~,~FES~ ~ - . , dN Sq
I ~ ~ ~ ~TEM DI+iERSl4
R~ r ' ~ ~ ~ ~ ~ ~ k ` ` P ° 1 130 ~
• \ ~ , ` ' ~ , ' ~ . ,ZONE ~1' TAR'-PAM 'BUFFER' ~ , ' • ,I. ' • . ' • . ! ~ ~ ~ sA X
• ~ • , • • , y • • , • • , • , / , ~ j; ZONE ~ Tq • ~ R- f --1 - , ~ ~ 1 ~ _ / ~ ~ _ ~ ~ - - ~ / °~,LEVEL SPREADER~2 ~'I
, , • , , • , ~ _ , , ~ ~ ~ ® PAM BUFFER _ • • . , •,i ~ • , ~ _ _'ee~'- ~ N ,PROVIDE BYPASS PROVIDElBYPASS PUMPING _ ~ ` ~ ® NCGS "S);ABO RO"
• • , • • , ®m ® ~ ~ DURING CONSTf , , DURING CONSTRUCTION ~FER - ~ ~ - ~ ~ - - ~ .~,1~ ~ 1 /.ii°- ' N: 80635~,230J~ ~'°0o a® / , \ E:232974Q.44 m (SEE DETAILS SHEET DT3)~, ~ ~ ~ ~ r ~ - ~
• • . , ' , ' ~ - / ~ ZONE 2 T~ r ~ _ (SEE DETAILS SH • , , , , • , , ~ ~ 215 AR-PA BUFFE ~ _ _ r? , / ~ ~ ~ ~ ` ~ ~ ~ ® ~ GRID iAGTOR: 0.99994550
R . N 1,,•,,,',,, I,, ~ J,, ®
• , • • . FUTURE _ ~ PIPE ~ ~ N i-48" PIPE ~"NE 2 TAR-PAM 6UFFER ,f ~ ~ / ~ ~ ~ r- ° ~ ~ .i_4g' ~ ~ ~ r
• ~ y V LOP ITT - PIPE"AA° ~ 2-36" RCP . DE E ~ , 2-36" RCP - - - - ~ ` ®ym ` ® ~ 1 t~1!
' ' • • ~ ~ ~ A1N UTiLiTY OUTFALL,ANO DISSIPATOR FAD _ _ LIMITS OF ~ - 214 ` _ ` \
/ v,,.,~~~ N LIMITS O ' ASSOCIATED ,PERMITS ALL ~ _ - E > OISTURBAP
WiLL 8E CONDUCTED 6Y TH C~CY MOUNT , - _ N FR ~ ' ~ ~ ~ ` CITY 0 9 ~ ' ~ _ - ~ ~ .FU~YUR~ ~ ® ~ ~
_ _ _ ~ f
/
!_1) ~ RY ~ / LIMITS OF" ~ BADE TEMPORA ' PRO - \
TNT - - ~ CE 'MATTING ~ r::: TEMPORARY ~ ~ CONTROL PO _ ®ISTURBAN EXCELSIOR CONSTRUCTION TEMPORARY _ _ - ~ ~ 802161.79 CONSTRUCTION _ ~ t E 2333989.94
_ _ _ ~.,,,r 1~~, ~ i N 800736,,~1~80` ~ _ , _ ~ . ;FOR DISTURBED ENTRANCE CRM t.1S ~ ~ IIE 2334114.7960 ~ -AREAS OF DITCH CHECK 0 STANDARD 3.17 ENTRANCE CRM _ ~ ~ r
~ ~ `r ~ 'EI.Vr 121,37 (NAND 8$) i ~ CHECK DAM f . ~ j ~ - _ , STANDARD 3.17 -
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- - - ~ " _ t- _ _ _ _ - -
CHECK~OAM ' ~ I _ CHECK DAM ~'t ~ ~ ~ ._r _j..~ - ~ ~ - T ~ - - ~ Certification by the Director of Planning and Development and the Director of Engineering that I _ _ - ~ this planned building group/construction plan conforms to the preliminary pion opproved by the
_ ~ ~ ~ - ~ PROVIDE, IE~iPORARYI' ' l EXCELSIOR 'MATTING CHECK DAM i CHECK DA~~ DRC on (dote) and meets the standards set forth in the
i ~ ~ ® FOR DISTURBED / % Lond Development Code. r
GRAPHIC/SCALE ~v~,. _ -AREAS OF DITCH ~ / / . ~ _ ~ ,
30 60 ~ 120 240 ~ _ 60 0 Director of Engineering Director of Planning and Development
DATE: JULY 2008 PROJECT. x5259
( 173 FEET ) CLIENT CODE: HDDMOR POCKY MOUNT TUVNSP NASN COUNTY
1 inch = 60 ft. SCALE{HORZ): CADFILE: 05259CPt 1" = 60' FIELD BOOK;
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20106 399-0704 TELE: (252) OUNT, NORTH CAROLINA REVISIONS: ANC OENR COMMENTS 1/7/09 PIN SHEET SE1 CRM 2ST REVIEW COMMENTS 9/12/08 CRM 1ST REVIEW COMMENTS 8/15/08
O s 1906 NASH STREET NORTH i a 'I~'o ~ 4`~ ~ : FAX: [phone]
c~N~ - 26 ;,,~,r ','1i, f '%B ~~',e WILSON, N.C. 27893 17 2 '~%'1-~ ~ '~F~I' ~~`,e` artlett.us.com
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- 05259\DWG 05259CP'IREV8-09,0W0 9~2~2009 10:40:39 AM ~;A_cAa~~_~~nr~OP~U~~cT~~Gi~~MOR~

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l f / _ _ ~ ,~,Qap,P I/ -,,~o_ - 41 40 ~ 36
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NOT TO SCALE ~ - / ' ~ ~ ~ ~ ~ ~ 37
FUTURE POND _ _ - . _ - - CURB CUT~3 ~ sA ~ ~ ~~~ROP, 8" ?VC SEWER
CURB CUT~2 ~ f ~~~~`O~ ~ ~ 4 aA ~4>~ ~ J SwaLE~2 WrTH RDP, B" DIP WATER
. ' , . • , ' ' , , ! ~ ~ ' (3FT EMDTH) - ~ DIT 1 ~,oR''R`1 ~ ' ; a~ DISSIPATDR PAO
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, . ~ , , ~ _ , , ` _ s ~2 ~ _
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EROSION CONTROL LEGEND ' • , ' • • ~ ~ r<~
` , , , ` • , , ' b , ~ , • , • _ EXISTING CONTOUR ' • ' • ' • ' • , ' • • , ' . ~ ~ ; l: ~ t~~ ~DT~~ ~ ` - ~ ~ AREA " ~ 2.27
~ app ' ~~4~ ~ • „ h _ ~ \ ~ SO' DRAINAGE ESMT h ~
, , E~EU PROPOSED CONTOUR ' ' . 'r • , ' • • • . , , . ~ ~ , ~ eu ' ~=~,~~~I>'~~--t.:,..,y..._ f t. 120 ~ l A ~ _ ~r ~ ~ ~ rp
< y) I ® LIMITS OF DISTURBANCE ' ' ' • / ' ' ' 1 ~ e ' , ' ~ sF.ii~rY.~.~5~ _^L;"~~ '`'v'' :ice-~`w F ~ L. i ~R ~ cB~a~ ~ 0. 34
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x x- SILT FENCE ~ ' , , , ~ . , . ~r', , , , ~~oN 2 Mir. A ~ ,5 ~ ' „ SILT FENCE ,--.~s
' • , ' ' • ' Cp R`pA PIPE°LLn ,u„u ~ , , F UFF , oa,,o~ ROCK CHECK DAM • ' • • ' ' • ' ' , , ~ ~ • • , DITCH A2 OISSIPATOR PAD , ~ ~
, , ` E~ ®3.34 ..oc: ~
OUTLET PROTECTION ' • , , ' • , , ' ' ' • • ' ' • . ~ - ~ ' • - - • , • ',LE~1. SPREADER ~ ~ ~ ~ , % o~e ~ , ~ 3 33
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ENTRANCE/EXIT • , ' ' • ' ' ' ' • • ' ' ' • • $ ~ - ~ ' ' . , ' , , ~ . , , swA~,~l NTH 61 } .t f
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' I ^ , ARE .1 , x
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INLET PROTEC110N , ' • , , ~ , ' ' . , ' . , l ~ ; ~ ~ r ` /
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Q TEMPORARY DIVERSION ' ' . ' ~ , fi • . , , ' , t~' • . , • . , ' . , , k ~-->~C.U~RgB CUT~1 / a ' , , ~ , I ~ r Jf i ~DT~ ~ ~ ~ ' ~~M 14 / ; I ! x
~ ~ 12ti TEMPORARY DIVERSION ry . , ' , . , . , . , , 'I
W/ TEMP. LINER , ~ • • ' • ' , , , ' ' ' , , ' • ' • uTIUT~ TIE-IN ' ' ' ~ ~ ' f ~ ~
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t i • ' • ' ' • " ' ' ~ ' ' ' ' • ' ~ DISSIPATOR PAD 3 ~ ' /
, • . 7 aco 0
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' ' ' / ~ ~ AM BUFFE
' • ` ' , , , • , ~l~rk , / 215 PROVI6E BYPASS PUMF ' ` , ~ , ~ ZONE 2 r % DURING CONSTRUCTIC JIOE BYPASS PUMPING _ ~ \ RING CONSTRUCTION - ' - f
' ' , , ' AM BUFFER _ BUFFER - e _ ~ LEVEL SPREADER ~ _ \ \ ~~,y r ~ _
• • . FUTURE _ m_ / ~ \ ~ \
koo QEVELOPNIE~IT ~ _ ~ , ~3 / „ n n ~ ~ ~ PIPE ° L _ NE 2 TAR-PAM BUFFER ' - - ~Q`~ ~ ~ ' ~ \ ~ '1 GRit
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- , ~ _ _ _ (,j6 ~ _ SCALE ~i j CONTROL POINT =
c ~ - \ ' - r PROVIDE T'EM,P.ORARY r'. C 15 N $00736.3780" _ - ~ r _-y0~'~~. -
_ ~ - _ EXCELSIOR"MATTING ` ~ E 2334114,7980 ~ . TEMPORARY ,FOR DISTURBED 'ORARY ~ ~ CDNTR01,~.
_ _ _ u _ ELVr 21.37 (NAND 88) AREAS OF DITCH coNSTRUCTioN - _ _ _ t3 DAM CHECK DAM , ~ ,CHECK D ENTRANCE. CRM iTRUCTION _ - ` COR 'ANCE CRM v,c' ~ ` ~ ~ ~ r, _----~--N.,, f.~'"
~ - ~ STANDARD 3.17 - - ~ - _ _ - - - _ _ _ - -111. < 3p IDARD 3.17 ' ~ - _ ._,--'r---~'---'''~ .-E 2333969
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PROVIDE TEMPORARY' , - - 60 p 30 60 129 ! 24 0 -7--W= i i
EXCELSIOR MATTING CHECK OAM % i FOR~DISTURBED CH
mow. - ~ , v~ -AREAS OF DITCH , IN FEET / - _ ~ l ~ CHECK DAM _ _ _ _ Certification by the Director of Planning and Development and the Director of Engineering that r' _ - ~ this planned building group/construction plan conforms to the preliminary plan approved by the
~ ) DRC on (date) and meets the standards set forth in the
1 inch = 80 ft. Land Development Code,
Director of Engineering Director of Planning and Development
~auurq~~ T L CAR DATE: JULY 2008 PROJECT; 05259
R F P ~ CLIENT CODE: NODMOR
~ ~ IpN 9 ' SCALE(HQRZ)91 ~ CADFILE; 05259CP1 RpCKY MOUNT TINNSP HASH COUNTY
~oa.Jn' emu ewes e~aoaau . , . ~ a 60 nri n onnv,
: tR MANttKI U bUKVtYINU, PC '
20106 EROSION CONTROL PLAN m1; U SCALE(VERT): DRAWN BY: RP, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone] , S, ~iP1~oc~ T, N u"'N R` T H C"A R uto' L I REVISIONS: ANC DENR COMMENTS 1/7/09 PIN
N~ & su~`~ runnu www.bartlett.us.c®m (TRIBU TA R Y A REA CITY OF ROCKY MOUNT, N CRM 2ST REVIEW COMMENTS 9/12/08 SHEET SE2
P:\_CADD\_1ANDPROJEC;TD\H(ADMO,-\05259\DWG\D5259CPIREV5-09.DWG 9/2/2009 10:4,7:41 AM CRM 1ST REVIEW COMMENTS 8/15/08

CONSTRUCTION SEQUENCE PHASE 1
1. NO WORK TO 8E DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION CONTROL PLAN HAS BEEN APPROVED
AND PERMIT ACQUIRED, NOTIFY NC DENR AT 919-791-4200 OF START DATE. PAVEMENT DR STREET STONE
2. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING SEE TERMINUS DETAILS A & B SYMBEL & B SYMBOL agsE s;
DEMOLITION} ACTIVITIES. ~ ~ 1 ~~~Yt°Idl~ll
Q} 3, INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TO PLANS AND A5 NEEDEp, CONSTRUCT RETAINING WALLS, LAYOUT PIPE "AA° AND BACKFILL TO PROVIDE ACCESS TO SITE. USE BYPASS PUMPING III •..~'r~~~,s',a3,s' i°taZg~ f'o <'28~6I~. :r
{SEE DETAILS ON SHEET DT3) 50' MIN, i,
- 4, CONSTRUCT TEMPORARY SEDIMENT TRAPS MATH BAFFLES AND TEMPORARY DIVERSION CHANNELS. EARTH BERMS CJ` OF TEMPORARY SEDIMENT TRAPS AND DIVERSIONS ARE TO BE STABILIZED WHEN BUILT, Q ' -
5, BEGIN GRADING AND MAINTAIN pEViCES AS NEEDED, _ CCINSTRUCTI~IN 1• LAY pNE BLOCK pN EACH S1AE pF THE STRUCTURE 'SAIL pR GRAVEL DIKE SPECIFICATIONS AND DJSERT.A 2' X 4' WpOD.STUD THROUGH THE '4 MAY BE NECESSARY
a -"~,s, IN C N TRUCTION OF UTILITIES AND STORM pRAINAGE SYSTEM. INSTALL NECESSARY PIPE OUTLET PROTECTION, h 8. BEG O S U ~ CONSTRUCTIDN NOTES _ SEE TERMINUS BLACK VOID AWAY FRI>r1 THE INLET pPENING Tp _ , BEHINB'CURH SF Gi~IUND, ALLOW FOR`;OVERFLOW, LAY A ROW'OE P40CK5 DETAILS G ~ D AGAINST THE.WgpD STUD ACRgSS THE fRDNT OF .ti' 1S CU ~R THAN TOP DF
7, UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN PIPE INLET PROTECTION a 12' MIN, THE BAStta
FOR STORM DRAIN UNDER CONSTRUGTiON DEVICE AT END OF DAY OR ONSET OF RAIN, I. FINE GRADE, LIME, FERTILIZE, AND SEED PRIDR TO INSTALLING EROSION MATTING. 2. CAREFULLY FIT HARDWARE CLOTH tlR COMPARABLE ~a.' .pW, WIRE MESH WITH:1l2' pPENING AVER ALL BLpCk
8. INSTALL CATCH BASIN YARD INLET PROTECTION AFTER BOXES ARE BUILT AND BEFORE CONSTRUCTION OF CURB ~ z. INSTALL MATTING WITH DIRECTION DF FCtlW, / AND GUTTER. ~ EXCEPT AT LAP JOINTS AS ILLUSTRATED IN OPENINGS ALLOWING ENOUGN APRpN FqR THE GRAVEL IN FILTER Tq ANCHOR THE MESH AND ENFIUGH MESH
° M N TERMINUS DETAIL C. 9. CURB INLET PROTECTION TO BE INSTALLED AFTER GRATES ARE SET OR AS 500N AS CURBS ANO CURB CUTS ARE C~ 6 I 3. LAY MATrrNG FLAT WITHtluT STRETCHING PRESS ENDS 4' INTO SOIL Tp OVERLAP CASTING AND CDVER'DVERFLOW, AROUND STRUCTURES AND 3, USE NCDOT #57 OR EQUAL CLEAN GRAVEL Tq TOP pF
C NSTRUCTED. CONSTRUCT SWALES UP TO TEMPORARY SEDIMENT TRAPS, DR WRINKLING AND SECURE-WITH STAPLES O > AS SHOWN DN TYPICAL CONFIGURATION, 2-3 COARSE AGGREGRATE STAPL£ SECURELY, FLOCKS PLACED AT 2d OR FLATTER SLOPE. CONCRETE CURB & GUTTER
10, INSTALL SILT FENCE OVER AND AROUND PIPE OUTLETS,
11. AFTER GRADING IS COMPLETED, TOPSOIL STOCKPILE AND WASTE AREAS TO BE REMOVED AND AREA STABILIZED.
12 SEDIMENTS INSIDE TST~3 Tp 8E REMOVED AND CONSTRUCTION OF THE STORMWATER POND TO BE COMPLETED TO DESIGN DIMENSIONS. - SEE TERMINUS DETAIL A & B MAINTENANCE 1. 3NSPECT THE BARRIER AFTER EgCH RAIN AND MAKE REPAIRS AS NEEDED.
13, AFTER ROADWAYS ARE PAVED AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, INCLUDING EASEMENTS, OYERFLO B, REMOVE SEDIMENT. AS NECESSARY Tq PROVIDE WIRE SCREEN CURB INLET
LOT IMPROVEMENTS, AND WASTE PILES, REMOVE TEMPORARY MEASURES INCLUDING SEDIMENT TRAPS AND FILL CONDITIONS WHERE vherever traffk ent be leavMp o tanatructbn 5it¢ and novena Alnctt onto ° CONSTRUCTION t~ eiear the entrance and exit ar¢a of all vegetation, roots, anA other abJet° PRACTICE APPLIES p.ddie rood ar other Gneed off-site area, Conatruettan pw shoWd Knit trafflt SPECIFICATIONS tla,wble natarlnl antl properly grpde It. TO DESIGN GRADE SMOOTH AREAS TO BLEND WITH ADJOINING AREAS AND STABILIZE PROPERLY, REMOVE ALL to properly wnatrueked mtrane¢s, ADEQUATE STQRAGE VgLL~1E FOR. SUBSEQUENT RAINS, FL
F AN UAUTY SECTION, a aath`it the gavot to the spvctik grade and dinenslons sheen en the pons, ana TEMPORARY MEASURES ONLY AFTER AN INSPECTION ROM THE L D O DESIGN CRITERIA pggregatr Sl:e-Uae z-3 lnda dashed atone, 3, WHEN THE CIB~ITRIHUTING DRAINAGE AREA HqS PEEN r• T. ADEQUATELY STABILIZED, REMOVE 'ALL MATERIALS •~,g,..
14. EXTEND/CONSTRUCT SWALES TO DESIGNED LENGTH AFTER REMOVAL OF SEDIMENT TRAPS #i, #4 & ~6. INSTALL Wnenabrs oP gravel pad- a Provlda dralnoge to carcy pater to a sedlnenf trap ar other aWtoble outta<. IN T 0 ON PLAN. ThkNness 6 fiches nMtwn DISSPATOR PAD AND LEVEL SPREADER AS RIGA E viatm I2-ft Nnuan or ewt awtn at au polnta of the vemeWar floe geotrsdte fabrks becpuse they Inprove stoblllty of the foundation h aMronce aM exit area, rWChev¢r k Beaker locatbns sob,jeet to seepage u high enter tnblp~ AND ANY UNSTABLE StlIL, AND'-EITHER SALVAGE pR -T ~ ~ DISPOSE pF PRpPERLY, HRING:THE.DISTURBED
15. GROUND COVER TO BE ESTABLISHED ON SLOPES OR OTHER AREAS (INCLUDING STOCKPILE AREAS} WITHIN 21 ungtla soft "i"1""" MAINTENANCE Haintaln th¢ proem pod m n eondltkn to prevent nud or sadlnent fron leoving AREA Tp PRpPER`GRADE, THEN S1~pTN AND COMPACT [T. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET, 2' % 4' WOOD STUD
CALENDAR DAYS OR SOONER FOLLOWING COMPLETION OF ANY PHASE OF GRADING, ANY DISTURBED LOTS AND Lxatron-LOCOte tonsbuceon ¢ntronces and edsts to anlt sed'nent fran the canatructlon site, Thie nay reCUlrp p¢rbdc topdressing alth 2•hch stone. Irpving the site end to previde For nanN " utNity by alt tanseruetian vvHCira After voce roMPoU, Inspect any skructwa owed to trap sedrnenk and clean Ik ou SPOIL, TOPSOIL, WASTE PILES TO 8E STABILIZED, SEEDING TO BE DONE AT RATES AS INDICATED ON PLAN, vigorp saeoz avoid strap grades and entrances at cwves ti pubik roodx as neeessnry. Innvtllotdy teepee vii obfvctWnable naterbls apllted, coshed, ar haek¢d rnta pUtdie rondaoys.
ALL APPLICABLE E&S CONTROL MEASURES TO BE PROPERLY MAINTAINED UNTIL A VIGOROUS STAND OF va~}q-u conARWns at uK site are auph that Host of the nud and vednept 16, ~ ore nqi renoved b~ vphlelea traveling over the gavel, thr tlr¢s 9hotAd be 16' % B` X B' HALLOW CONCRETE MASDNARY ELEVATION
PERMANENT VEGETAION IS ESTABLISHED, coshed, vaaMng srautd be Gone on on area stabu@ed alth crusnea stone thot Arabaa brW a spdnenk crap or other suitabta tllspasol area A ensh rack nny otso be uaeA to Hake mshMg Hare tanvenknt anA pffe4tNe. BLOCKS
TA~ILIZATION CHANNEL S ,BILIZi4TI0N WIEROSION MATTING (SHEET 1 OF 3~ TEMPORAR`(BLOCK AND GRAVEL CURB INLET PROTECTION
MAINTENANCE. GRAVEL CONSTRUCTION ENTRANCE REVISIQris AP OVED TO.N . _
N AN 1 NTATION CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER REVISIONS APPROVED STD,NO. CITY Ol ERGSIO ° SEDME CITY OF ROCKY MOUNT - EVERY RUN-OFF PRODUCING RAINFALL, 3;17 CITY OF ROCKY MOUNT - 3.I2 REVISIOr~ PPROy~u ; CITY OF' ROCKY MOUNT TE EVISION
DEPTa 2 SEDIMENT SHALL 8E REMOVED AND DEVICES REPAIRED AND/OR REPLACED AS NECESSARY, DEPT. FEN INEERING DATE REVISION. 0 G DEPT. OF ENGINEERING DATE.. REVS,.. la-as-a3 - DEPT. OF ENGINEERING
04-10-99 01-31-x3 - i
I a SEEDBED PREPARAT ON I
CMISEL COMRACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
RIP ENTIRE AREA DEEP, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMppTH AND
UNIFORM,
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. P TOP OF CUfi OR FILL TOP OF CUT OR FILL TAI A
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED I5 PREPARED 4" TO 6" DEE , TERMINUS. DE L VU~ DETAIL A TERMINUS DEfiAIL B
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER NaTe~ BuaY THE.roP.END OF rE ~ ya MATTING .STRIPS IN A THE ~aY..THE.rOP. END OF THE NDTE~ TAMP THE TRENCH FULL DF:SI7IL. ~ i 11,lANV ULAR ~~IPAJ.~.C~ TRAPEZQI~AL CHANNEL ~7TING .STRIPS IN A TRENCH ~ SECURE WITH A RDW QF STAPLES, l0' DR.MDRE-IN DEPTH, ~ SPADING, 4' DAWN FRAM THE TRENCH.
AFTER SEEDING, ,g1 iv 4'.OR.MDRE-IN DEPTH l~~ti. . H i';~ ~ >a °W- SLOPE iKd pR
MULCH IMMEDIATELY AFTER SEEDING ANp ANCHOR MULL , i • ~ FLOV dta --.-F~~ m FLATTER ,eu
~.:BAGKFjL •~'f. ~.BACI~~FIL ~ ~ ,1~' . SEEDING SCHEDULER l ~ ~ SLOPE 2i1 DR FLATTER~1 DR m' FLATTER
• PERMANENTT~E~DING 3 WEEPHOLE ' 3 WEEPHOLE , ~ ~ ~ r. ~ ~ ~ , ~ ~ 4' M[N Z 3' MIN, ~
- a ON 1'/FT, ; r H. ON l'/FT, - H ~ , ~ , t , 1., ~ r eu 0 ~ a ~
SEEDING MIXTURE P I SLOPE-SEE : ` :'d:;;::r`- SLOPE-SEE.~'•, - ~ ' SEC ES ~
TALL FESCUE 80 NOTE FOR • ' NOTE fOR _ 11!_1(1=1111.1(11=~ L III _ if III(=1111 i _ PENSAGOLA eaHIaGRASS 5o DRAINAG DRAIN~AG ~~_III1=1111~iilf=llll Iff4 =till IIII_illl Illf=1111 ~ III°_-III! IIII 1111=IIII flll IIII .sill=_=1111 .__s IIII ~ IIII Iill_lHl IIII IIII t I{II ~11~11i . ~ ~ e' MIN, ~ I>/~ ~
SERCEA LESPEDEZA 30 ~ " 12'-0° 2'-0' i I IIII lilhll~l~ll~l= j , e' _J__ ~ - - - - Ti11 ~_~iTi iui f=~' ::_IIII=iIU_luh~ i
KOBE LESPEDEZA 10 ~III~-ifl1=1111_ ~,r _ THICKNESS (T) FILTER LAYER, _ (GRAVED OR FABRIC)
SEEDING DATES BEST POSSIBLE EARLY SPRING 2/15-3/20 2 15-4/30
FALL s 1-s 30 / _ "I°- 9"1~- TERMINUS DETA / / 9/i 10/31 ~y _.j9 TERMINUS DETAIL C TERMINUS DETAIL D NgTE~ ERasIdN STOP - FgLn aF NArTiNG DESIGN FLAW DEPTH F.IL7ER LAYER PLUS 6` fREEBOARp
,ee.. ND7E:~ OVERLAP -:.Dtm2Y SOIL AMENDMENTS ~ LaweRsrRiP AS 1 ~ - -ROV OVERLAPEND Ci NOTE OVERLAP - BURY:~UPPER. END GF Atn BURIED IN':SL1T TRENCH AND YGRAVEL DR FABRIC)• ~ ~ ' LOWER STRIP..AS IN.`A! ANp 'B'• AND iAHPED.WITH DOUBLE ROW THICKI~SS (T) - ov .OVERLAP END GF.TDP STRIP ~ CF STAPLES, PLUS 6'FFREEBDARD
I LIMESTONE 3000-5000 LBS/ACRE ~ - ' ffi' l t8' AND STAPCE, ap FERTILIZER(10-10-10} 1000 LB/ACRE t8' AND STAPLL~ ~ .
STRAW MULCH 4000 L8/ACRE ~~j SECTION OF SECTION OF ~ ~ ~ ~ r~ ~ {,f ` a • " ~ _ GENERDNE~SHALL BE GLASS 'A', 'B°, 'I", OR 'I[" STONE AS DESCRIBED IN.SECTION
EMULSIFIED ASPHALT TACK 436 GALLON/ACRE x ~ ~ Y~x~ /,fr CONCRETE RETAINING WALL GENERAL NOTESi BRICK MASONRY RETAINING WALL ~ ~Z. frNr~ .~A~` STONE•SIZE-~ TffiCKNESS:;tT). 1D42 qF THE NCDOT STgNDARD SPECIFiCAT[flNS FDR RDADS,& STRUCTURES.(SSRS,)
WEEP HOLES 3' IN DIAMETER SHALL BE PLACED AT APP, 10'-0' 3NTERVALS JUST ABOVE ~ ~ ° j TEMPORARY SEEDING SURFACE OF EXISTING GROUND, ~ o ~ ' gy ~ _ , „ FILTER FABRIC FOR UNDERLAYMENT SHALL MEET REQUIREMENTS pF.:SEC7IpN-1036 ~ r' ~>t~ ~ CLASS 'A ~ 9 ` , DF THE' NCpDT SSRS ~M z~z GRADED GRAVEL FflR UNDERLAYMENT SHALL ~ CLEAN STDNE MEETING:GRADATTDN
A STONE DRAIN.CDNSISTING OF:1 CUBIC FOOT DF NO, 11 OR NO. 13-.STONE. CONTAINED IN A ,n, ~ CLASS $ I2" REQUIREMENTS: FDR #57.OR #67 STONE (4' MIN, THICkNESS,)., -
SEEDING MIXTURE BAG OF POROUS FABRIC SHALL HE PLACED AT.EACH'WEEP HOLE, SUBDRAIN FINE-AGGREGRATE _ E PS ECIES RATE(~fACRE? SHALL 8E PLACED AROUND, AND OVER~~THE STDNE:DRAIN TS:CDVERED ~BY A LAYER,OF'SUBDRAIN 1111{I~1=1111 fill IJII IIII =II~I~ 11~IIII=(III III=IIII 111~~1111=IIII IIIL'`I~IIJIII °~Iil IIIhII~I- II ~ WIDtH AND' SHAPE DF Dii"CHES SHALL BE AS .SHOWN DN fiHE APPROVED-PLAN
GERMAN MILLET 40 FINE AOGREGRATE. AT LEAST 1' THICK.:: A HORIZONTAL DRAIN::OF SU& DRAIN FINE AGGREGRATE AT `=1111_1111_111~I1~L=1111__-IIII=IIII=:I LEAST 1' SQUARE_tN CROSS..SECitON SHALL BE PLACED TO CONNECT ALL. STONE. DRAINS, Illl_lill_ll~lsll~ldill= 1111. IIII Illl_IIII-~1111=1II~1~Ih~=IIII=IIII CLASS I ~ I8 ~ DR ASDIRECTED BY.iHE'ENGINEER. `IIII IIII-IIII-IIII III~.= ~Lt~ss II 24n ALL AIMENSIpNS:ARE MINIMUM UNLESSgTNERWiSE NOTED:DN`PLANS,
NG DATES 4 15-8 15 A VERTICAL DRAIN OF SUBDRAIN FINE AGGREGRATE:`AT LEAST 1' SOUARE`IN CR~SS'.SECTION _x_1111`1111_ - - SEEDI / / - - - B SHALL BE PLACED AT EACH WEEP HOLE TO AN .ELEVATION.' BELOW SURFACE'tlF EMBANKMENL ` _1111=IIll_IIII_
4`- 0' TO 6'- 0' ,5H+i'-0' CLASS A CONCREFE TO, BE USER THROUGHOUT FOR CONCRETE .RETAINING WALL . SOIL AMENDMENTS AND FOR-FOOTING FOR :BRICK RETAINING WALLS,
LIMESTONE 2000 LB/ACRE 6'- 0' TO 10'- 0' ,65H+t'-0' IN CONCRETE RETAINING :WALL;. iZ2' EXPANSION JOINT EVERY 25', - FERTILIZ£R(f0-10-10) 750 LB/ACRE
STRAW MULCH 4000 LB/ACRE K RE AENIN WAL W ~ R `ARGE CHANNEL STABILIZATION BILI~ATION UU/EROSION MATT'iNG (SHEET 2 OF 3} STANOARd RIP RAP CHANNEL LINING
M SIFIED ASPHALT TACK 435 GALLON ACRE STANDARD CONCRETE & BRIG T ,.G LS IS OPINE SU CH E uL / REVISIONS APPROVED STD. NO. REVISIONS APPROVED STD, NO. REVISIONS - APPROVED :NO. CI TY OF ROCKY MOUNT - 3: i b
CITY ®F ROCKY MOUNT CITY 0 6:23. CITY OF ROCKY. MOUNT _ x.13
L =THE DISTANCE SUCH THAT POINTS r ~+~}T DATE REVISION DEPT:- . A AND 8 ARE OF EQUAL ELEVATION DEPT. OF ENGINEERING DEPT. OF ENGINEERING DATE REVisioN DEPT. ®F ENGINEERING. DATE REVSI 04-1o-oa - o~-lo-aa -
07-13-01
A L B
NGTE TYPICAL 5TAPLE_ UPSTREAM END:pF
SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF PATTERN "A" DOWNSTREAM DAM IS AT ELEVATION OF THE TOE OF UPSTREAM DAM, TYPICAL STAPLE sTDRM DRAIN PATTERN "C°
I/3 PIPE
GENERAL NOTES 1 p r~ DIAMETER
ALL CORNERS ARE TO BE CHAMFERED 1", X a x x •
THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-,y6BARS "Y' IN THE TOP OF ALL ENDWALLS FOR ,
ROCK CHECK DAM SPACING DETAIL PIPE CULVERTS 42' AND OVER WITH A MINIMUM OF 3` COVER AND A LENGTH OF 6' LESS THAN
SCA E ENDWALL No ~ ! ~ - Y BURY BOTTOM
6 X FORMS ARE TO BE USED FOR CONSTRUCTION OF BOTTOM SLAB, CLASS "A" STONE i DF PLYWOOD
WALL THICKNESS tT) SHOWN IS N07 TO BE INTERPRETED TO MEAN THE THICKNESS ACCEPTABLE, ~ J X 3/4" EXTERIOR - I _ - - _ - PLYW~OD
BUT IS USED ONLY IN COMPUTING ENDWALL QUANTITIES. X TYPICAL STAPI PLYW~~D INLET PROTECTIpN TYPICAL STAPLE ! TYPICAL STAPLE
IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE AND POURS BASE PATTERN "B" 24° SEPARATELY, THE TOP OF THE BASE SHALL BE LEFT ROUGH, PATTERN "B" 4 X X PATTERN "D"
- ~ STEEL FENCE
WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BAR °X' (DOWELS) ~ 11.5 SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS, SPACING OF BARS TO BE APPROXIMATELY X X u UPSTREAM ENp pF POST tTYP,) STORM DRAIN
12' CENTERS UNLESS ENGINEERS DIRECT OTHERWISE, X X X ~ X X X X ' il3 PIPE
CLASS °A" STONE WHEN SKEW ANGLE OF PIPE IS OVER 45°, USE G-1 DIMENSION FOR 45° PLUS 6' FOR EACH:5° I DIAMETER
OVER 45°, G-2 DIMENSION WILL BE THE NEW DIMENSION DIVIDED BY TfiE COSINE OF TI4E ANGLE TYPICAL STAPLES 6" ~ 57 STONE FILTER OF PIPE SKEW, #8 GUAGE WIRE , 3' ~ ~ ~ ~ ~ • ~'-~-X" X X X
6 x x- ' X X ''7 f, Z - WASHED STDNE, FILTER, ;
- CLASS 'A' CONCRETE SHALL BE USED, [ ACROSS PIPE INLET
FLOW - 24" . ALL PIPES WILL MEET NCDOT-DIVISION OF HIGHWAYS SPECIFICATIONS FOR LOAD BEARING 1,5~ X X X X
- CAPACITIES, _ X X X HARDWARE CLOTH
IN LIEU OF THE WALLS SHOWN, REINFORCED CONCRETE IS ACCEPTABLE IF DESIGNED BY A N.C. n fi ~ 0R 8 LICENSE PROFESSIONAL ENGINEER AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO X X X
MAINTENANCE CONSTRUCTION, STDNE FILTER INLET PROTECTION NpTE~ ALL PARTIALLY.CpMPLETED STORM DRAINS?
INSPECT CHECK DAMS ANO CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT, X X X X SHALL BE PROTECTED AT, THE..END -0F EACH DAY IN ACCORDANCE WITH THESE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, CORRECT ALL DAMAGE IMMEDIATELY, IF TAILS.
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIP-RAP CHANNEL STABILIZATION LINER IN THAT PORTION of THE CHANNEL RETAINING WALL GENERAL NOTES BILiZAT10N'IN/.EROSION MATTING (SHEET 3 OF,3) PIPE INLET PROT~CTIQN (PLYWOOD & ST('JNE}
REVISIONS APPROVED STDr`N0, REVISIONS REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE CITY OF ROCKY MOUNT CITY 0 APPROVED 5TD.N0. -REVISIONS. AP ROVED S .
TO THE CHANNEi. VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE 624 CHECK DAM, AND PREVENT LARGE FLOW FROM THE CARRYING SEDIMENT OVER THE DAM, :CITY OF ROCKY MOUNT ~.~4 CITY OF ROCKY MOUNT - 3::1,6
ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT ANO CROSS SECTION. DEPT. OF ENGINEERIN DATE REVISION DEPT. G DEPT: OF ENGINEERING oaTEi REVSI N DEPT. OF ENGINEERING DATE R vlsloN
0.7-13-O1 04- a-aa - 04-1a-99
AI
ROCK CHECK DAM DET L NO SCALE
gg rrrnrurr DATE:.JULY 2008 PRO~~cT: o525s
~aa tt pAA
~ ~ ~ ~ , 9~ ~ SCALE NORZ : aaFiL~c~o5a5scoP~oR ROCKY MOUNT TWNSP NASH COUNTY FIELD BQOK;
kk \ = ENGINEERING SURVEIL G PC SCALE(VERT): DRAWN BY: RF
20106 SURVEY BY: KP, JB NORTH CAROLINA ZONE:
m/, o 9906 NASH STREET NORTH TELE: [phone] Lp -)'E TA L 5 i GINS
UN T, I F WILSON, N.C. 27693-1726 FAX: [phone] CITY OF ROCKY M J T, INORTH LI REVISIONS: ANC DENR COMMENTS 9/7/09 PIN SHEET DT1
~i~ °°r~ ~ J. D rtitieRrN6 +aaanotaNe+ www.bartlett.us.com & S~
P: ~ cFlDu\_.[.Arc)i"FrO,iEC'rS\NODMOR\05259\Dwc\0575~qcP'IREV8-. 09.awc 9/2/2009 10:5-3:16 AM

ADDITIONAL EROSION CONTROL NOTES: 1, APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING ANp GRADING ACTIVITIES LISTED WITHIN THIS PLAN, 1NIS PLAN
DISSIPATOR PADiOUTLET PROTECTION SCHEDULE DOES NOT PERMIT THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE,
_ , ~ , (NYDOT METrIOD) j _ _ _ MINIMUM L _ 2, APPROVAL dF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF ROCKY MOUNT ONLY, ADDITIONAL APPROVALS (SUCH AS
- 1 I E NUMBER APRON .APRON STONE 950 OUTLET: _ . 401/404 WETLANDS, ETC,) MAY BE REQUIRED PRIOR TO AUTHORIZAl10N TO BEOIN CLEARING AND GRADING, COPIES OF ALL
LOCATION O~full) i p (10) f V(full7 ~ V(10) ~ PIPE DfA' w__ ~ I OF PIPES ~ LENGTH2 Vu1DTH7 f CLASS DEPTH 4 STONE PROTN TEMP. DtvERSlDN ADDITIONAL APPROVALS MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT, SEE Ex~AVATigN BERMS ANDtpR
CFS ~ GFS o FPS I FPS ~ INCHES jZONEi M ; (ta)FEETI FEET ,STONE] INGHES SIZE TYPE GENERAL NOTES , , , - TYPE A TYPE B AREA uNOER £MHAmxMCNt Saall BE itLARE D. GRUI .16 1 ~ 6,13 { 7.12 I 1 4 4 ~ 1 ~ 2,4 ~ 13 A 18 2 6 B PIPE OUTLET TO WELL- DEFINED CHANNEL ' RIPE OUTLET TO FLAT AREA WITH NO DEFINED OHANNEL aN0 STRIPPED OE vEGatauON aeD Ram Isar, 111E CURB pPENING#1 , _ : AREA SHALL AE CL£aRC?. r SHALL pE acaREp. ceueeE?. \ CR[1SS-SECTION SEDp~ENT FENCING ~ 3. A COPY. OF THE APPROVED EROSION :CONTROL PLAN MUST..BE KEPT .ON SITE AT ALL TIMES, THE APPROVED SEDIMENTATION & IaTmN aND Ram tsar, rHE PnnL SHEET 2 OF 2 3 EROSION CONTROL.PLAN; SHOULD BE~~REGARDED AS.MINiMUM~ REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE
1 1 r 14 1 A 18 26 A k.. ^ , , } " reE FILL MatERiAL FOR tuL EMHauKrnCNT SHALE H GURBOPENING#2 .20 982 ~ 420 1 ~ 4 ! L.. . , AS NEEDED TO INSURE THAT NO SEDIMENT iS RfLEASED'FROM THE SITE, THE EMpANKMENT $NALI BC FREE J~
"~"""""b"" - Or ROOTS OR OTHER WOODY.vEGATAI1DNaS WELT 174 ~ (11.38 ~ -4,70 ~ 2 8 1 2 4 ' 2 B 22 5"-12" ~ A (4,CURB pPENiNG#31 ..L„ _ _ p Dvea sues str~4ES, RDEICS,.aecANicMATERIAL E .",,.~,.".„F.... _,.,w,... . OB.iECTIONPBLE MPTERIaL. THE GaAaN1iNENT ^>NaLt s ~ ~ OBDvvEGA,A110NaS wGEL aS ~ J-• 4 ~ ~'riiE RCN BawiMEU1ERNa,L~p~,"Ea ~ ! f 4. fR0510N~-CONTROL MEASURES~,SHALL BE. CONSTRUCTED PRIOR~TO ANY CLEARING OR GRADING ACTIVITIES BEYOND THAT
IGURBOPENING#4 089 14,38 { 5.41 1 i 4 I 1 1.8 11 A 1$ 2 $ B ~ po ~ conPACtED"DY rRAV£RStNC v1iM Ecu1P1,LNr ~INILI ~ p W LONS,TP,UCTcD. tNC VIrH EaulPr+cNr r~HILE e¢luc / NECESSARY TO INSTALL SUCH'IMEASURES, APPROVAL dF CONSTRUCTEDcER0516N:'CONTROL MEASURES`SHALL BE dBTAiNED IN \ / J 1 -~'7 Q WRITING, FROM ENGINEERING DEPARTMENT.STAFF PRIOR TO SI3E CLEARING AND GRADING,.
_ + _ _ 3 2 ' 13 ~ A 18 2" 6' B A - " ~ ' ~ Oa O SED1MENt SHALL BE REF!OVEO AHDTgE TRAP REST (CURBOPENING#5,..... ,_529 __.._,!...$:,4~.,._,~.~~,~47,..i...~ ..h_4..; 1 . . a iCURBOPENING#6j 11.73 i • 7.43 j 5.85 } 1 14 ; 1 2.0 ~ 11 ! A I 18 I 2"-6° B s ~ A Aau ul~a~co °atnuc7°latv"ilizlTr'~E nc>"s~Ta~F~ IBVEa ANDTHE rRaP RESTgREa TO / IS wHEN THC Ep1NENJ Hag ` ~ atF nrzT rHE nE$IGN aEPrH or rHE /1 5. COPIES.; OF ALL PERMITS AND APPROVED:PLANS. MUST $E KEPT ON SIjE W A .PERMIT BOX THAT IS CONSPICUOUSLY LOCATED
' ~ I I { n u 'I d CHANN0. BOTTOM t4aP, REMOVED SEDIMENTSWaCLBC DEPOSITED U " PIPE"AA" { 81,68 70.09 11,54 ` 3.62 ~ 36 7 2 8 " 2 22.5 12 B 22 5 12 f A . " r, f 4 ~ l ' UPL ND A. EA IPl SLS.N A MANNE, iMla7 Ii V LL NL _ - p ' nr SHaEI~BE DEPOSITfa IN A 561TaBLE naNeER rHAr ,r u1LE Npr ERnDE. / ANp EASILY ACCESSIBLE.'DURING CONSTRUCTION, THIS INCLUDES APPRQVED CONSTRUCTIQN'PLANS, APPROVED EROSION
I PIPE LL 4710 i 8781 ! 8.66 ~ 9.58 38 ~ 2 (8`I 2 k 226. 12 _ ~ B 22 5' 92 A ~ aRO r; ~ THE TRAP sNAI~ AE INSPEETCn arrER EACH Rra~ ._.,,.,5<.....,..,..»....." .,,M.,,,..b,9..,~ „_;,,.,_....,..,.;„...,.,,,.~I,,.,,. M..„„.,.. Q pND vEEN.Y Ai A MINIMUM $EDtMCNi tRAP$ $HA, rEErcn avrER eacH graNrALL evENT / ~ ' i CONTROL PLANS ENCROACHMENT AGREEMENTS; DRIVEWAY PERMITS, WATER%SE'it~R PERMITS', ETC. IUN. SEDINCNi tRAP$ SHALL AE NSPEErE? + / '
PIPE B {TO POND) 15 97 ~ 1473 i 5 09 4.69 24 1 2 16 I 1 12 i 8 ~ B I 22 5 12 A PLAN MEW nAILr nuRING PERl4os DF AGnvE aRA?IMC, aEPA „_,......I O~ NaDE AS NEE?ED~ 3R acnvE GRAnirtc, uEPAIRS sHaLL 3E ~ cor+PacTEn 6. CiTY OF ROCKY MQUN7: ENGINEERING DEPARTMENT: PERSONNEL MUST°BE GRANTED ACCESS UPON REASONABLE REQUEST TO EARTM EM$ANKMENt SLOPES SHALL BE zn nR FtATr6R. I ` J J' ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION AND ER05EON CONTROL ADEQUACY,
FOR GHANNEL OUTLETS, USE CROSS SECTIONAL AREAOF FLOWAT OUTLET I I 1 ~ ALL cut AND AND rnL stores SMALL BE RI nR I ,1 ~..~.._.,,„._,....,_..w......,~._,...-..m,s.,.,.,...._..,«.,.-............, , 5..... ..w,.,., . ..,,I . ~ F EDInEtol iRap 1S IN.USE 7D DPYS DR LaxGCR, CN9 ~2 f 1 i E L.. a PLAN NtW I S SHALL 9E SCEDCD OR a114RU1 L PRGPCRLY S1aBtL72CD LSE 7D ?PYS pR LONGER, EHBANKMENT, ^I / ! SEE WEER CROSS- I - Rul E Pera+ERLY s,Asulu?. SECTIOtd, SHEET 2 1 7, IF ADDITIONAL EROSION AND SEDIMENTATION CONTitOLS ARE REQUIRED :T0 PREVENT OFFSlTE SEDIMENTATION, THESE PLANS
i La=MxDo;(IFN>1,La=L25xMxDo) _.,.~,~__,.L_ I r , ~T ' , • .......................m.,.,.,._,".,-.._.........,. c SipRAGE rvRCaS ARC SM04iNR_C aA`ptAR fOR ItLUa R NR_CTarUV[aR fOR itLUSTRxT1aN HaY aL cpNSrauGrE? u+ IRaccuLAa _ MUST BEs MODIFIED AND. SOBMI7TED TO'-THE DEPARTMENT OF ENGINEERING WITHIN'fIVE BUSINESS.DAYS fOR APPROVAL AND
13 FLAT= 4x PIPE DIAMETER ;CHANNEL =CHANNEL BOTTOM+SIDES UP TO TOP OF BANK ~ 1 PuRPOSes maY. $TaRac~ MAY BE ;ousrRUCTCD D~ TRH ~ , BRAKES. NOvEVER, MINIi+Ux STaanG~ RU i B[ RRav9?I 1 EL 16xMAXSTON FLAT USE TABLE;CHANN--- _____._.u.___._M-.a..._ r_. .._..e..t_ _ __,f _.r, _i LerarM ra vIBTM Raua Or e7,~rBE MAmrAINLD Of fLaV IS LIMTEA, SEDI1'.ENi-FEN[C B4rrLCS BMALL 1H srmAcE .MUST eE PRGVt?En nNn _ ADDITION TO THEIR, RECORDS, F PJHUit: BE. MAINrPINt 7. IF l[NG,H I ~ ~ ' KENT FEN[C B4~FLCS StwLL ?E USE? p .D,~~~ _
t0 INCREASE LENO7M OF~TRAVEL AMDSEtiI ING Eff loll I I1 i UN E IRCD STURAG&-VOLUHE. SHAD. BE 3b00 C,f Ravel ANn s¢TnD+G EfnclENCY. h~ , - 8, SITE LIES IN FLOOD ZONE X, PER FEMA 'FIRM ~ 3720383000J; DATED NOVEMBER' 3; 2004; VpLUHE SHAH. BE 3b00 CF. PER a~A~'-£.R~a~`~rR pg
(TEMPORARY SEDIMENT TRAP SCHEDULE i i ! ~ ~ . _ . _ i UWCCIVERED aE 1..,.,.,.m.,»._.....,..,^,...,,,^„..,, ,T,.,....,,...,.,,~.~~.,._..,m...,"~.,. ,_n.-_.I,_....,.W...-,.",,,.. - I V6GY ICNGiN SHALL BE DESIGNED TOR'#NF TOiAL DRAT slANka`fpau~ sNOUN°nR,viiA;is nR[cr. A~B~~°.'~ 6" M1 N. FiDR-EARTH pURING CLEARING~GRADING ACTiNTIES: PB~gPn EMBANKMENT
TOTAL DISTURBED RE ..~_wwa.._._ r'•°„_°"°'-' i ~ Sur rams Mar Ar. LE$$ IMAM kul. tEUarM SMOUN GN t r"".~„"~" q 1 - WEIR ~ PROP REQ PROP I AREA AREA -PROP . SEC¶a+A-A I__ __I____.,_ I , L._,___. I TST AREA I AREA `Q 10 !SURFACE LENGTHIWIDTHI DEPTH LENGTH~BAFFLESESURFACEI VOL !SIDE SLOPE( TOP ~ BOTTOM VOLUME'; d RoROUS eAffELS ARC TD 9£ lu$raurD BE lNSrauro g%° e a. ENSURE THAT EROSION &:SEDMENTATION.CONTROL-PLAN IS~;KEPT QN:SITE.,AT ALL TiMESIN ~AN APPROPRIATE PERMIT BOX, mARD pE,ail azD. onmdSM3°0c 10' MiN.
~.,._.....,.,.._,...,..._.r,... I ..r, ~ - IN ACCakDANCE vifN SIANBARO DEiail 323. # ~ACRESs ACRES CFS i SQ FT FT { FT ~ FT FT ( REQ . SQ FT { CF 1 FTIFT I SOFT SQ.FT. CF 1 o P e~~ DuTLEr APRpmI b, PLACE SILT FENCE: PRIOR . TO CLEARING/GRADING, CLEAR ONLY ENOUGH -TO INSTALL ALL EROSION.. CONTROL MEASURES AFTER S1lT FENCE IS:INS.iALLE0.
t { ~ i PAONDE OEOTERILE UNDERDNER 4R GRADED OPAVEI FlL7ER 9ECIION 8-9 ~ 9 1063 053 2.781 1,212 50 ~ 25 3.5 ' 4 YES 1 1,250 11,998 2f j_125DDD I 39600 ( 2741 MIN. - }57 WASNm STONE 9EDDINa MATERW.} c. AFTER:ACL EROSLON-CONTROL MEASURES ARE IN PLACE, CALL THE ENGINEERING DEPARTMENT FOR INSPECTION OF EROSION CONTROL:DEVICES; :
{ 1 21 21 { 6 30~ 2 744 75 ! 38 4.0 6 1 YES I 2 813 1,560 2:1 2812 50 ' 1268.50 7960 2 13.11 3,11 9.33 4,064 92 48 $.5 9 I YES I 4,232 111,1961 2:1 ! 4232.OD 2496.00 111641 ! NOTES: PRONOE CEOTemce uNOEAUe~ aR oRnOEO osnw. FIL,EA SYMBOL D ;pL ~ d, UPON RECEIPT OF WRITTEN APPROVAL OF EROSIQN-CONTROL IMPLEMENTATION, BEGIN CLEARING/GRADING ACTIVITIES, IN D7STURHED AREA MIN. tVEIP, LENGTH ACCORDANCE V~TH'iSECTION 801 OF TWE GIIY,OF ROCKY MOUNT:LDC, -
' _I_ i__,_ _,H,__,_.__ ~ ~ ~ _ ;_._-~_.,__T_-. MIN, gs7 WASHED sroNE ee9oINC MATERIAL) _ 3 0 78 I 0.78 2341 10191 50 25 4 D 4 ( YES , 1250 ~ 2 808 2:1 11250 00 30800 2899 ; (t) d = 1,5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN (ACRES) CET) - NoTE rHls t~slcN Is FaR MAxmJM t;sTUReEn A~Eas nF e, IF OFF SITE SEDIMENTATION IS"OCCURRING, IMMEDIATELY INSTALL APPROPRIATE CONTROL MEASURES TO .STOP .I'f AS.
' 1 , 1 SIX f6") INCHES, " BS 32 ~ 40 b YES 1,985 b,220 2:1 ; 198459 728.50 ~ 5221 ; 4 145 ; 145 4351 18951 (2) d 1' ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK 1 4,F1 Flve cs> aEkcs DR wAxtNUN mrat pRaINdSE aREa NECESSARY, A RE'V1SED PLAN MUST BE-F4LEb WITH-THE ENGINEERING -0fPARTMENT'`WITHIN 5`BUSINESS';OAYS, ANY. OFF-SITE O RUNOFF Df 30 CFS BASE? DN.a S?'+EAR.$JORH~- ~ ~ EVENT. FOR iARGER,nrsrueBANCes nR DRAINacC SEDIMENTATION THAT HAS dCGURRED:~MUST:BE~ REMOVED #N~~-ACCORDANCE, WITH APPLICABLE:'.REGULATfONS,
1 6 2 31 2 31 S 6 931 3 019 78 39 4 0 i 7 i YES 3,042 ' 8,318 2:1 3042 00 1426.00 ! 8734 I I 1..._......,...,_,.___u.._..m..~- a__,_..,;_•__.,.,_ W .,..."m,,.,_.-.,,., ~WMICHEVER IS LESS,) f 3 g•p Ae[as, usE r[wPORaRr semHENT-pA$INS aR spcK f. AFTER CLEARING AND 'GRADING ARE COMPLETE; IMMEDIATELY'STABILIZE ALL DISTtIRBfD AREAS WITH SEED AND:STRAW (AND - pans pR REDUCE akaINAGE AREA BY USiwS fiiliLilp{.E NETTING; ~IF REQUIRED). Q IO.O SEDIMENT TRAPS.
I 8 ~ 2 27 t 2 27 6 81; 2,966 7$ {_39- I 4.0 I B__ ' Y_ES 3 042 j 8,172 t 2:1 z 3042 00 1426 00 8734 _ _ _ _ _ (3) LCk= LENGTH OF RIPRAP APRON. (TO OBTAIN La, USE FlG, B,OBO 7 3,34 3.34 10.021 4,365 94 ~ 47 n 3.8 i 9 ~ YES i 4,418 ;12,024 2:1 °441800 2840.00 112219 FOR TYPE A INSTALLATION AND FIG, 8.46b FOR TYPE @) REFER T0: S 72,0
_ _~.,,r_.. _,w___,_.w_.I._.____, - _ *MINIMUM WEIR WIDTH 4 I _ 1 ~ _ ! NCDENR ~'$Q_;.~ N ANO S_EOIM~NT CONTROL PLANNING AND D - I N MANUAL DURING CONSTRUCTION ACTiV111ES: o, ENSURE 'THAT ALL PERMITS AND APPROVED PLANS ARE KEPT, ON .SITE dN AN APPROPRIATE PERMIT 80X,
CULVERT-.OUTLET PROTECTION b, ENSURE THAT NO SEDIMENTATION IS OCCURRING OFF SITE, SEE ABOVE : ;
_ r_ T h _ _ . _ . ~ _ __r: , _ _ 1- , ' R VISIONS APPROVED STD, NO. TEMPORARY SEDIMENT TRAP tSHEET 1 OF 2) i c, ENSURE THAT ALL APPLICABLE ORDINANCES AND PERMIT CONDITIONS ARE FOLLOWED, f d, AFTER ROAD BASE IS INSTALLC D, THE DEVELOPER IS RESPONSIBLE FOR PROVIDING TEMPORARY STREET:NAME. SiGNAGE,. UPON
'STORM DRAIN SCHEDULE 10-YEAR STORMS I__.__.._..,_...___, _ , , ~ , , w REVISIONS CITY OF ROCKY MOUNT - 3.22 ( 1 ' _ _ , n 0 013 S : ANf'kC!~FE _ -STD. N©. INSTALLATION OF CURB AND GUTTER, PERMANENT:STREET SIC~NAGE (STREET NAMES, STOP~,SIGNS, ETG,)MUST'BE~~ORDERED CITY LJ ~ ' ` Li " t~1 f ~ L,J U [ V T - ~ I ~ THROUGH; THE CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT,
_ . _ ~ _ . , _ DEPT. OF ENGINEERING DATE REVISION 1- A~ tc I _Cc Cc P 010 E I ~~~7~I~~~~~iN~ rIA~FE RE'J7SION I ` e; FOR PUB%1C ROAD5;~PERFORM TESTING ON SUBGRADE TO CONFIRM; OR 'MODIFY, PRELIMINARY;PAVEMENT DESIGN, ~TE571NG~
N 7078 1 LE PIPE ! MEOF INTENSITYIRUNOFFIRUNDFFIDSCHRGISLOPE; 01heo SIZE VfulE Otoll LENGTHISEGMENT;UPPER;LOWERI ` FROM TO PIPE I LET L N 11 _ _ w.., _ L_. _ _..,r,__ .i COEFF COEFF~1 ~ - __r A 1 PIPE TIME 'INVERTEINVERTI ~ L ,Lr~J.E:: _ SNAI L BE IN ACCORDANCE WITH CITY ST~ROVAL'OFETHE REPORT BY~'~THE CITY>IS " E=N 02225,1106 ANO G~EQUCRED PRIORPI'0 ACCEP7AF1 'BY A.:
RUN ' AREA_I AREA TIME( TIME CONC ~ ' _ _ ~'ACRE51(AGRES ;(MIN) {MIN) 1 (tuBN) ^ (THINK) 1 I (CFS) ~(F1'htj7(INCHESk~INCHESI,(FF10EC1: (CFS) ` (FTl (MIi~ ~ ) 1 PROOF~ROLDLPROFES$IONAL~ENGINEER, AP ~ CEOF -
t i 1 i CB#10 CB#9 K 075 975 113.4 00 ! 13.4 ~ 55 050 050 I 21 0.41251 9.4 i 15 L 59 ( 72 1023 ~ 0.3 (12996`126.881 _ _ . I i . . _ _ _ _ . ~w r r i ; CONSTRUCTiON NOTES:
CB#9 1 CB#6 J 082 187 1811 137 187 55 060 ~ 060 37 00125 117 16 5.9 72 1126 03 '12858'127111 _ . - r C8#B~ CB#7 I .070 207 116 140 ~ 1AD f 59 1 0.50 D5tl~ 66 i04110 14.0 15 56 88 :9297 0.4 12707~92665I
C8#7 C8#8 H ~ 076 282 74 144 144 64 ~ O.fiO , 9.50 75 OOD801 186 - 18 63 94 878 ~ 0.3 1264D(1~469! ! ' 0 138'147 147 I 53 j 0.50 10.50 98 0.4130 167 18 ~ 68 720 783 - ~ 02 112469 12358} 7 ; CB#6 CB#6 . G 088 _ - ._____._o_.._._. _ v_ _ _ _ ALL IMPROVEMENTS. SHALL: CONFORM: TO THE CITY OF ROCKY MOUNT'S LAND DEVELOPMENT CODE AND_THf MANUAL OF SPECiFIGAl10N5 AND DETAILS,
I #5 I CB#4 F 018 I 388 .6191 149 14.9 t 6,8 { 0.90 ' 0.52 I 106 04050 208 ! 24 ~ 61 { 16.0 881 03 11230812265; C6 t,,._. - _ PROJECT PLANS AND BENCHMARKS ARE:;BASED ON NAVD 88 VERTICAL DATUM AT NAD 83 HORIZONTAL DATUM TO: THE: ACCURACY
F1 011 019 736 00 74 ~ 68 1 090 090 ~ 118 OODSOj 90 ~ 15 37 46 271 01 (124 01 1 123 88; , CB#4A CB#4 r_ w._ _ M _ . M_ - 4 C6F4 CB#3 E 032 4,39_ 147' 161 161 ~ 52 1,_-D 60 063 ~ 123 ODO60j 217 1 24 81 I 160 383 0.1 d22.65~122.36r I,._ ,_w__ _ - _0 ~ 15.3 i 15.3' S2-",0.60 1.0.54-~~ 12.6 0.00501 21.9-'~~ 24 ~,~_5.1 , 16.9 -_2199 0.7 X122 26 1 121 21; S i M~IJ~ SPECIFIED IN 2t NCAC 56J603 (Ct~ASSIFIGATION OF BOUNDARY SURVEYS);::PARAGRAPH: (i).LOCAC CONTROL: NETWORK SURVEYS
CB#3 CB#2 D Ott 45 846 _ , i... ~ ~_.e 1 _ , I CB#1 CB#1 C 041 I 491 729 160 I 160 ~ 51 ~ 070 i 055 i 138 OOD501 227 24 S1 169, 276 01 112101112087 (CLASS AA) AND 21 NCAC 56,605 CLASSIFICATION OF VERTICAL CONTROL SURVEYS PHARAGRAPH (1) URBAN AND SUBURBAN I, wi VERTICAL CONTROL SURVEYS (CLASS A). WHERE THE`CORNERS ARE TIED 1151NG GPS :SURVEYING- Mf7HODS;:i.7HE PRpCEDURES;
1 CB#1 "OUT 8 021 ~ 512 55' 161 ~ 161 51 ~ 090 I 956 1 147 100050 232 ~ 24 ! 51 1 169 42 01 120871120.46( EaeaY RIP RAP ur+ USED SHAIL;GONFORM TO 21.NGAG56 1503 GLOBAL POSITIONiNG:SYSTEM SURVEYS THE POSITION S OF.BOTH THE REFERENCED
" I,... 389 32 0255 + 0256 i 47.8 ry0015D 294 4310 ? 130 ' 1320 ' 4d Ot 119 3 67118 70,1 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE MATERIAL. CENSTRUCTIaN 1 48 CROS9+Ptt~FS AA ` 58 81 58 81 38 9:..0 4 I 238 CROSS•PPES AA ; 86 t9 86.19 389 00 389 32 0255 10255] 701 100150E 340 ' y236 11.5 163.3 44 0.1 l12036~119.70 p, ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. sores aF sPiLtwaY r%I" CORNERS,: AND. THE MONUMENTS USED SHALL BE SHOWN EN X;(EASTING) AND Y:;(NORTHING}.,AND Z (ELEVATION), ,THE TOP or REkH 2` ~ CONTRACTOR: SHALL BE RESPONSIBLE FOR ENSURING„THAT A M[NIMUM OF TWO (2)',PROJECT"CONTRCL MONUMENTS ,AS SPECIFIED
! L -r o 1 0.2 111937 119.07 i ~ P E C I c 1 C A T 1 ~ I `7 ~ 3, ENSURE THAT THE TDP Of THE DIKE IS NDT LOWER AT ANY POINT THAN THE DESIGN ELEVATION ' 23G'CR06SFtF£ LL ; 6142 ~ 5142 "278. 00 278 39 034 i 034 678 (00050( 412 238 67 943 6 _ )Note' RpBrun AA 1~4A blsledl fnfothegrwnd equlvelentdlsmeterMelleclNesectlOnOre9=83.1'. 1 } w I . T, _ _ ' PLUS THE SPECIFIED SETTLEMENT. - HEREINAFTER:ARE INSTALLED BY'A REGISTERED PROFESSIONAL LAND SURVEYOR AND SHRLL BE FIEt.D LOCATED BY THE ENGINEER. rpP CEEvAiIUN OF SrORMwa,ER ~^~t I rREEOpARD N(N.
_ 9eeCUNertReporltorverificsHono}hWIFOforQlperuns.AAA(1.48'82-36'},"LL'(~38')usln>I2Syeei8100.yeffislorml ! ~ ~ 4, PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND -~liT D4 - ~ ~ - `3p~ SLOPE z ALL MONUMENTS SHALL BE CONSTRUCTED OF CONCRETE AND BEAT lEAST`FOUR (4}:,:INCHES IN DIAMETER OR SQUAP,E, NOT LESS 5'wASHED-~ U OR FLATTER ~ F TowE o Oa z THAN THR_E (3) F'€FT IN LENGTH ,'AND INSTALLED WITH THE TOP FLUSH WITH TtiE FINISHED GROUND :EACH MONUMENT SHALL. ~o,, ~ 4 ~ Q HAVE A.STANDARD METAu PLATE IUBEDCED'Itd TS TOP OF NON CORROD'BLE MATERIAL MARKED PLAINLY'?vITH THE BENCH POINT,
_ _ _ _ , , _ _ - CLEANOUT, -i ~ 11 - _ _ _ _ _ " _ _ _ _ Ili j~iIL13I~~_ _ ~ 00 T "111=~~ I fn THE MONUMENT NUMBER AND IDBJTIFFD AS A PART-0F THE CLIY OF ROCKY MCJNT'GfODET'C"COKTROLSYSTEM. :'THE PROJECT
iDITCHCALCULATIONS I hI ~ I ~ I ~ S• VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCfitDN, UNLESS IT WILL REMAIN IN Ililfl=III=III-Illcl _ I - T aN w I C I Ili=III-I I I_I I I_' i ` I ~ 1~ 1 ~ r ~ ~ ' PLACE LESS W 30 pRKING DAYS. ~10 YEAR DE51GN STORM I 1 _ ~ L. __I ~ _I IIIIIi~III~IIil~li ~II IIr II1111L~ ocslGNl sEalMCNr sroRAcE BEPrH c - nIN~ MiN G'~ ~ o ~ ;o' Mtru. W-LL- CONTROL IviONUMENTS SHALL BE LOCATED'CN THE STREET RISHT:CF WAY TO FF„h IrATF CONSTRUCTION CONTROL BUT MAY BE.:. - _ - ~ - Op.+ p. D~ INCdRPCRkTED AS A PROPERTY CONTROL CORNER iN ALL CASES THE CONTRACTOR SHA~L`PRGTECT PROJECT CONTROL
tN i 9015. i_- { ~ ~ f I f L..w.__._ . III=11111-11=111cn , ~ _ _ : 4._..~,,.... _..m ,,..a , , _ _ M A I iv T E N A N C E `l]_lil_I ~~ll IIII~II-~ 111 I r~_ pNE HALF 3' MIN . , • C3UQ~~ S - -t ~ O O`-U - ~r~r~l-~ Uu~ T(S} FROM DlSRL'PTION 13UE TO CONSTRUCTION OPERATIONS '(HE NORTH CAROLINA GEODETIC SURVEY CAN BE REACHED p rlil=l III--~rlfl-_l~(I- STaRAGE BePTH-- - - = _ - C QONTHEEN"iEB AT www,ncgs.state,nc:us. `
s LOCATi~I 1 RBaUIREDI DtfCH ~BOTT FL04U SICE 'FLOW; WETTED ;HYDRAULIC MANN., ACTUAL ,TOP ; SHEAR F92M , _ TEMP INSPECT TEMPORARY DNERSiONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY raxlMUN LLVE• DF III- =III=~=11L(I -n _ . ' ` ` ' _ ( REMOVE SEDSMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE, CAREFULLY SEDIMEnT EOLLECr9ON I - I - -III_Ei) _III ~ _ ; fi-OW i SLG4'DEI WOTIi DBaM~SLOFE~AREA~P6211Y~H2~ RADUS I VEL ~CAPACfiY~1MDTH STRE5,9 I L~FR . L~182 _ _ aRmR TD CLEaIVDUr ~ '11~ III ~ III~IIL=1r'[ I~irl-ill`III-Eil°III-III III III-III-'I(I"1 rTrr-Irr-rr~`Ti1G~f_ _lll` Iii-iII-III-I1LII1=11U.ifl~~ll= . . _III_III=III=1C~IcllJytdl~'1~-11111=111=III_I11=111=11111=I11=1I~II-II IIi=ll~11=11C-(f~-11J=1i1_III=11 -
M. , _ I s d mm M A ~ P ^ ~ ._.R.__. T I CHECK OUTLETS AND MAKE: TIMELY REPAIRS AS NEEDED, WHEN THE AREA PROTECTED [S "!I ~ IiL=111=illwlil- I Q 1 Y 1 V ( Q j W j (Ibslsq.ft.l REOUIRED;REQUIR®1 PERMANENTLY S7AB]LIZED, REMOVE THE RIDGE AND THE CHANNEL TD BLEND WITH THE ~-ill~il~~1 "!I-1iL-Ell=ill=llL-II(vll1=111WJl~lll-1l1=III=1114III=1I~II ~Ilmlli.-ll(41T~ 1 1411=1I~11~11~111= 41=11h1~-' '1= _ _I,~ _ _ _ t _ _ _ _ _ _ _ _ _ DESTURBED AREA IS IN EXCESS OF 1 ACRE: AND: FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS ill ILL-rr_III I{i_alLlll-iJ-11111=111~lIIJlivli~lll~ll=111=III-III-t Ilhlil~ill_II~111=?I=1{{®111=11.,.
i ~ ~ill_III_LF .MAINDITCHAI UPSTREAMOFPIFE LL) I 67,81 00100' 10 10.76 j 3- { 9.30) 1479 I 0.63 $ 7.29 1 67.81 14.55: 047 YES 1 YES NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IL ._.__I_m._ ~~.._j~.__...im.a_.,,.,,_,..-~k~,T .,~..r_ d.._.~.,,w._.._.-.. T. . _ _III=11~,i 'I~iII=III=LF_-lfI=III-"IIIcITLT=111=11f=III=11Lllrlll=ll!=III=11L-111.1 I =lll~tll=!I<=111=III-If-111=11s A CONDITiON'OF CONSTRUCTION PLAN APPROVAL A COPY'OF TNf APPRpVED:;ER05idN CONTROL PLAN MOST Bf:KEPT.:ON:SETE' 'VIII=11~111~11h111_III=iI~'il~ll~lll-fil~lif-111rI11=111=N1-III-II It~iL-III'~i~11~111-fI~II~T~!! .BAE~~ESP~H~~r~ ~ A~TALL~TIMES, THE ;APPROVED~SEDIMENTA~ - _ - _ - _ TION. & ER0510N.:::CONTROL PLAN .SHOULD'BE REG' - - - - - ~ - - ARDED A5':MIN'IMUM~~REOUIREMENTS;
~MA6J DITCH A2 (UP6TRE4 ff"LL") 69.55 ~ 0 0900 10 ' 0 41 3 ~A 58 '1 1268 ! 0 36 1 16.19 69.55 1 12451 2 29 YES YES M OF PI I -L._, _ . _M.,,-" _M"~ ~MAFJDffCHB(DOWt`1STREAMOFPPc"LL"} 70.74 O.D080 10 E 083 I 3 E1D,321 15,23 ' 068 1685 I 70,74 11496 041 ! YES ( YES KEY IN eorTr>rf LnYER '36. tNsrALCEn 1N ADDITIONAL: MEASURES:SWALL BE` PUT:IN PLACE AS NEEDED TO INSURE THAT Nd SED€ MENT !S'RELEASED.FROM SHE SITE; pF RIP RAP ,ACCORhANCE~ WITH
{ ITDN#1A f 276 00060{ 2 } 032 ' 3 1 0.94E 401 1 023 2@2 275 391 012 NO t YES sTANnARn oerAu OVERALL iMf?ERVIOUS AREA 15 LE55 THAN 15%' OF THE SITE QR` 7'HE iNGREASE IN PEAK DISCHARGE FROM THE SITE IS LESS. THAN Is MIP6 m M)N. ,a.zs. 10% THEREFORE SITE IS EXEMPT FROM DETENTION REQUIREMENTS,
346 9.18 1 172 106. 3 37 1 0 04 a N10 NO TDrv#iB 1 Ds 1 ooD3Dl 2 ~ E o23 , 3 ~ 962 CpMPACTED SAIL - _ -r ~ _._1 i _ " fi~... 2 MIN S I N TI-IROUGW BASIN AND FII~TE(~ -
~T~#~ t 464 000301 2 1 Q50 ( 3 ; 1.75i 517 [ 034 2.65 4.fi4 1 500; 049 1 NO YESi ( ` 3 ~ 0.35 2.91 0.12 ~ 3.98 1 1.40 (2.86 ' 0.24 _I__-NO ~ ~YE6~-~~ ~TCNV #4A 140 : 0 0270 2 014 1 DETEN110N AND NUTRIENT MANAGEMENT REQUIREMENTS: MUST BE: MET WITH-THE NEX'PHASf DEVELOPMENT, OR AT SUCH TIME AS
I_ E, .I _ .~I 1~.. ~ I TDN #4B 199 19.01101 2 (0.23 3 f 0 61 343 D 18 t 3 28 199 336 016 , ND I VES CARRY RIP RAP uP - .ANY OF THE:'THRESHCLDS FOR.. THOSE REQUIREMENTS'::ARE REACHED~PER'THE LAND~DEVELOPMEN7 CODE SIDES Of SPICl.waY : '
' rT1~V #5A 3 64 , 0.00391 2 ~ 0.44 ; 3 147 I 4.60 4 31 1 2.47 I 3.64 14 65 ` 0 08 ' NO ~ Y6S , , 4_~ , F~ 1.64 10.0930' 2 (0,29 1 3 1 0.831 _3,83 , 9,22 i 1.96 1.64 , 3.74 ; 0.05 NO NO ~ MIN, =11 n-, ~N. s• MIN WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE OENR, PERMIT NUMBERS ARE AS FOLLOWS: L ~ ~L f rv„I ' ~ , SEWER'PERMlT NUMBER _N ,
i".,._. f i I r 008 ~ NO ! YES ~ , , I~~~1 a ~=FREes4 RD 7Cfll #6 ~ .222 (0,0059 25 027 ~ 3 0.89 1 420 ~ D 21 2.50 ~ 2.22 4.11 _ _ ~v. ' : ' . : r ''=1 I~-> ~wRE"' ~so~ripH II II~ RL BERN 1TI~1 A. _-p- ow ~ ~-----V-~_ ~
( , . , . _ III iTIXV #7 _ ~ 4 20_...x. n:.OD301. 0.48,.Iw._ 3 163_'.,.._ 5 D1,,_ D 33 2 57 ~ 4 20 4 86 0 D9 i~ YES 1~II~. Ilr\ ~ " ~ , PAYMENT OF .WATER AND SEWER SERVICES FEES MAY BE DUE' PRIOR SETTING OF TAPS OR METERS, CONTACT. ELAINE PATE AT illlli I iiiT eLASS u, pR u2 RIP kAP r. $F°'"Ear ~ 972-1126 TO DETERMINE APPLICABLE FEE(S),
I[XTCrI#1 196 DD180T 2 020 3 ' 051 ! 324 016 ~"3.87. 1.96 ' 317 022 NO YES ~ I ~ ~ ~--I ~ ~ ~ I ~ ~ ~ ~ 1 ( ~ ~ ( 3' MIN. IA , ' B ? 4.012~Of 3 ~ 018"~~ 5 T 0.71 ! 4.86 9.15 ` 3.03 ; 2,16 ; 4,82~1~~~~ 0.14 ; ~ YES i I =1 .3, jr I,
I..__ , I , SWAL5t2 4 89„ D 03501. 3 1 0 08" 5 0 28 3 83 007 1 3 22 S 0 89, 3 81 ~ 016 NO YES ?~=11;= L..,,__.._,..._ . 6' TYPICAL ,f~C_ih=lJ~`-Jil,-ft~T11-Ikl= "eR„ , NCDOT AND%OR CITY DRIVEWAY PERMIT IS REQUIRED FOLLOWING:.CONSTRUGTION PLAN APPROVAL PS wasHED ST©NE
~SWALE#3 629 (003731 3 f 022 I 5 )-0891 6.23 ° 017 { 591 529 519. 051 ~ V65 YES wEJR CENGtM II l I Y _ NCDOT ENCROAGHMENT'AGREEMENT IS REQUIRED FOLLOWING CONSTRUCTION; PLAN APPROVAL . PLUS 5' M(FI. ~
(SWALEEW 1, ,173 ~ 0.0492,, 3 1 910 , 5 036w " 405 909 • 4.75 , 1.73 403 437 VEv ; Y6S SECT.IDN THROUGI SLCTIDnI THRDUGH BERM AND FILTER vERSPECTIVE VIEW 2 PAVEMENT SECTION IS REPRESENTATIVE OF AROADWAY~GfOMETRY ONLY. ~A GEOTEGHNICAL REPORT AND P~AVEMENTDESIGN~~
_ _ DITCHGALCULATIONSfULLYVEGETATEDCHANNELS _ " " , I SEALED BY A°REGISTERED PROFESSIONAL ENGINEER ,MUST BE APPROVED BY :THE CITY~ENGINEER!PRIOR TO'THE PLACEMENT;OF. ANY ROADWAY IMPROVEMENTS ALL GEOTECHNIGAL TESTING PROCEDURES:-AND REPORTS SHALL BE iN ACCORDANCE WITH CITY
- - - - TEMPORARY DIVERS ON BERM t0-YEAR DESIGN STORM (n VALUES OBTAINED FROM CHART 8 05c OP THE NC EROSION AND SEDIMEM CONTROL PLANNING AND DESIGN MANUAL _ . t TEMPER TEMPORARY SEDIMENT TRAP CSNEET Z STANCARDS~ ,
._..r.., , i~._m_,_.__m__.,..__.-._!,...__! ____,-___i_.- n APPROVED STD. NO. _ r . ^ REVISIONS tDOATiON , PBt9l IaEaiem, DRat 'sarrOA1 E flav stiE L ~.aw WERm;4NDRAULIC, ~ari4 s Acnltii TaP_'.sHFaA vR AanctuA Tow,__.i REVISIONS . _Y_ T , CITY QF ROCKY MOUNT - 3.15 ~ ~ r C aaous va cAaACrrv wmil ~ srnASS (~h _ 9050 EN9R iS T ~ n APPROV D STD.. N0.
. wLN9i", ..~Lav SLOPE rtwtml „•wDEam~ aLOVE_ AArA" PoLMETm _ _ ~ N AT PT N ' REQUIR®r o l A a! v I M I A i P_ R l v t~ D t w i oeSAaRJ ! ' Aao5.D7 (AEaaFn; DATE REVISION DEPT. OF ENGINEERING I 1 T Y D iC P LI r` K Y ~(f 1 U ~ SUB-GRADE .SOIL CONDITION .MUST BE EVALUATED AND. CERTIFlED; INCLUDING IN-PLACE DENSITY,>BY A GEOTECHNICAL` ENGINEER rJ l.- U 3,~ FOR CONFORMANCE WITH PAVEMENT.DESIGN: CONDITIONS AND APROOF-ROLL MUST BE WITHNESSED AND. APPROVED BY CITY
_ _ - 001 L ..1~.. ~ m1,17.,; 9 ~15.A8 ( 1782 081 428 { 8781 1TW 073 ! ]BB 003 YEb I 'tMANDOCHAt (OPBTAFAMCFflPE'LL'} NO ( 87.81 ~ /~,1 n 1M4,N ORGIA2 (UP87REAMP,F NPE'LL'}A _YFS 87b1„y 0~ _ 10wJ 0.71__ 3__I 859 _r-1448 3 059 7BB, ~ 8781 1d 2S. _3.98 _,488 ,.,Odd ._.j. R,YES_„- U`F-10-0V I P T ~ ~ ~ ~ ~ ~ ~ ~ R ~ ~ ~ DA E REV; SIEN ENGINEERING ~DEPARTMENT:~REPRESENTAdIVf PRIOR TO PLACEMENT OF STONE BASE,
IMANOtECltB(DCYlMSTRFAMC)F PPE LL) ND 7074 0008 10 I 127 3 1781 1808 098 b . ~ _ i 02 7074 9185 0.84 382 003 I YE8 1 5WALl911 NC ' 218 00120 ~ 7 [ 054 ( 8 7,04 , 8.47 038 I B7i J 218 888 0.40 028 012 I NO i D~`"o~~Q~ _ SITE LIES,IN FLOOD ZONE X WITH A PORTION LOCATED IN THE FLOOD HAZZARD AREA, PER FEMA FIRM # 3830 DATED NOVEMBER 3, 2004; .BASE FLOOD.. ELEVATION 15 118 FT,
,SWALF#2 ~ NO 08B OIX150 3 ! 028 I 5 171 800 022 I 0.98 O80 5B4 0&~ 0.t5 015 NO 15WAL6i7 ~ NC9 1 528....1 00373...: 7 .i . _ 008 ,..N0 _.i .....K_,.-.m.-,_..... J__.,._...,.. _.___._.__..r.._ COPIES: OF ALL PERMITS .AND APPROVED PLANS-SHALL BE PREPARED IN ACCORDANCE WITH CITY STANDARDS AND PROVIDED
5WALEA4 NO 177 1 00192 3 1 071 { 5 i 1.44 I 8.20 023 I 1.20 ! LT3 i 814 1.12 0.28 0.11 1 NO INO7€ U8612'SfCNERPRAP IXVTEM1PDR4RY LNER FORGTd4A2 i I ~ ~ PRIOR TO `FINAL PLAT APPROVAL.
THE ?REJECT ENGINEER IS: RESPONSIBLE FOR RESOLVING ANY:DESCREPANGY BETWEEN'THE FIELD'CONDITIONS AND PLAN.
:;OFFSET CURB OPENING CALCULATlON5, 1 ' 1 ' ; . ELEVATIONS AND IMPROVEMENTS: - "
114 YEAR DESIGN STORM z ? ~ t , FOR THE INSTALLATION-OF ELECTRICAL SERVICES;.IOCATiON dE PAD-MOUNTED TRANSFORMER IFrNEEDED AND TO. COORDINATE.
sN 0013. (CHANNEL I . m , LOCATgN REQUIRED DITCH ( CURB BOTTOM FLOW FLOW' WETTED IHYDRAULIGMANN' ACTUAL TOP SHEAR PERM. ELECTRICAL TEMPORARY:SERVICE, CGNTACTPUBLIC UTII:IlIE5 AT'(252)!972-1273.: '
9. „ ww. ,_..'...FLQVV 13LOPEI OPENING 1 WIDTH (DEPTHrAREA~PERINIETERI RADNS ; VEL. ICAPACTTY ~DTH, STRESS LINER I HP.Y BALES ARE NOT AN ACCEPTABLE ALTERNATIVE 'FOR THE INSTALLATION-OF CAS SERVICES,-CONTACT PUBLIC UTILITIES AT [phone];
m.__w." M i.,. ...I , r'__ 1...- T ~ f Q s ft € d 1 Y[ A r P , R € V i Q # W; (Ibslsq,ft.) ;REQUIRED;' D SIL, FE dCIP1G. ' ANY RE60CATION OF EXISTING UTILITIES WILL. BE AT THE COST. OF THE DEVELOPER/OWNER, THE CITY WILL NOT ACCEPT
a e' n0.X. SiaNpakD SikENDiN rAARIC VIM V}RE fENCE ! I CURB CUT #1 y 216 (0.03601 8 0 ) 2 ~ 018 (035 ( 235 1 015 1 613 216 2,00 0.40 ~ YES . ~ _ 2 4 , .1 ~ 5~ }!nX. CX1Rl, iiRLNGiN fAAR1C V7iNDUi V7RC TINGE I_, . _ . . _ RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STRffT'IMPROVEMENTS IF INSTALLED PRIOR TO.UNDERGROUND SERVICES, NOR WILL THE CITY ABSORB .THE COST FOR :BORINGS TO INSTALL UNDERGROUND SERVICES; PAVEMENT.PATCHING OR DAMAGES TO
1CURBCUT#2 _ , -1"20.4033001 80 s 2, 0.06 ~ 0.12..2.12 _ 006 ....i 982. 120 2,00 126 YES _ _ _ MIDDLE AND VERTICAL WIRES ~,..__,._",,.,_m _ " ~ 1 1 74 .200 1,58 YES CURB CUT#3 _ 174 .T-03300 80 - a. 2__ rvyw008 015 i 2.15 007 1133,... ~ TILTER FABRIC LANDSCAPING, THESE WILL. BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER,
I , 1T 1 1 aHALL BE 1P I/2 GAUGE M[N. ~CURBCUT#4 I 0,89 ~ 0.03501 8,0 2 1.0.10 0.201 2,20 0,09 1 438 089 2.00 022 YES 1, __._._m____ . ,,4 _ . _ . 1 1 _.__..._,f ~ 849! 529 200 073 1___wYES, ~ i EM9~AtTnl Ponrous colR MESH pPFrEE b~~~ OR APPRnueD e4uaL ~~4dN ROW EASEMENT TO BE :SIGNED PRIOR T0. INSTALLA110N. OF UTILI'TiES, GnRTHEN
,CURB CUT#5 ,529„ r 00373( 80 1 2 10.31 , 0.82 ~ 2.62 024, L_ " i""'""u°""-" TDP AN B TTDM TRAND EMBnNKMEwi~ WATER METERS SUPPLIED BY CONTRACTORS;SHALL.CONTAIN.ENCODER REGISTER..AND IIRON 50W-2 PIT £RT MODULE FOR RADIO
ICURBCUT#6 1 73 100834! 80 ~ 2 0.12 i 0.24 i 2,24 011 743 177 2,OD 062 YES D D S r_,_______. _ _ _ , _ _ SHALL BE 10 GAUGE MIN. - p °IIiLET CUSS I. i I, iI LI «S. .t~ I• 'L .IO'L44 I RIPRAP TRANSMITTED=:READING=PER CITY'-0F ROCKY MOUNT-STANDARDS, CONTACT CRM WATER AND SEWER 5ERVICES::DIVISION. PUilET CUSS
I ' I RIRRAP (252297-1317} FOR::ADDITIONAL INFORMATION OR' QUESTIONS:
y~ 1± r!' U PROVIDEFIRE~FLOWCALCULATIONS~ r~ ~
A HANN ;III~IIIriIN.~E{I=llvill ; 71 'ii~11=111'11=111JII=III: PLAN VIEW VEOET TED C EE -1TI~171~iii.-lfi=fTi lu_I~'=1 1, ~ FIRE PROTECTION WATER SUT'PLY SYSTEb1 INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND,;IN SERVICE PRIOR TO RECORDING ' ~ '9""t~''r,, \ THE SCBDIJI510N OR IF:NO St1BDP'JI510N IS'IiJVOLVED„SHALL BE INSTALLED PRIOR 70?PLACING OF COMBUSTIBLE BUILDING
FILTER FABRIC VEGETATED NOTES b/IRE 8° DOWN & 4" _,_--•~L,<IP.E Y}~,:,, \,?J~ TL ~ - MATERIALS FOR STRUCTURES OR COMBUSTIBLE PRE-TESTEC FABRfCATED-BUILCING ASSEMBLIES ON THE :PROJECT SITE OR N y .,J, f . \ >/y~ `~NLer ZONE
CHANNEL f DRWARD ALiJNG , WIRE SHALL BE A M[N(MUI4 OF 32' s' cRE,r ~r ~x J >r"' asxOr UTfLiZING THEM IN;CONSTRIJCTION OF RUILUING STRUCTURES. IF PHASED COORDINATION IS PLANNED, COORDiJATE::lNSTALLATION s cPE,r~ r ,r' suRrADEAReA OF~THEFIRE PROTEC110N WATER-`,~YSTEM IS PERMITTED, ~n ti ~ i
000000000°0°00 ISOMETRIC VIEW op'. IN WIDTH An1D SHALL HAVE A M!NfMUM THE TRENCH STEEL ~ ~ i r;;;ST.CHAMpER
DISSlPATOR PAD poao°o°p0°oa°ao 00000 OF 6 LINE WIRES WITH 12' STAY SPACING. ~_..----``PpST oo°o oo° FILTER f ABRIC 000800 0000 ~ p0 OOO00 - ' (VARIABLE LENGTH) cooo00000000 ooo°oo°o°p0 ' FILTER FABRIC SHALL BE A NINIMUPt DF s ~ suaeACEAREA FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSIRUCTION SHALL BE PROVIDED A?>ALL :TIMES. IN AREAS sECOmo cNa,eg[a rAeRlc FoEOEO ANDRMAGNG NDDSURFACE5 ARE SOFT OR LIKELY TO BECOME SQFT, HARD :ALL WEATHER.SURFACE ROADS SNAIL: BE:'FROsflDED~
° ° o00 0 36' IN WIDTH, SHALL P1EET THE REQUIRE- COMPACTED FILL a'ti~ ^v~?~+j 4, ~ DISSIPATOR PAD MENT$ Df NCDDT SSRS SECTION 1956 TOR - :5: QF OER HOR"~OrlTAI ' : SUREACEAREA POST
S',•j' .~~f~"~'^°y;~,°`'' TYPE 3, CLASS A FILTER FABRIC, AND SHALL SYMBOL Dp"LDPE 'r'a1"~:; +T;' ' ~ "~i1""- BE FASTENED ADEQUATELY TO THE WIRE AS 1 ,v:,r't.; BuriEYrioree ADDRESS NUMBERS, BOTH GOMMERC'AL AND:JRESiDENTIAL, MUST. BE POSTED`ON THE FRONT OF T.HE STRUCTURE NEAREST Td THE sx 4F HORtz4Nru PQBT ~ MAIN EN?RANGE IN A POSITION TG BE PLAINLY LEGIBLE', VISIBLE; AND UNOBSTRUCTED.::FROM THE STREET OR ROAD ERONTING.3HE ${1Ri'ACE AREA
2.5' RAD, 'r''•~'~°I'"~ DIRECTED BY THE ENGIDIEER. _ FENOE~ANDFAa@IC pURtE6 tN, rREP2H^PRQPERTY,
~ TYP, •-•H}.. `~'r::;i`: L,.~i':i.F, STEEL POST SHALL DE 5'-D JN HEIGHT - H° - I A A _ -(I - ~1;";,;;~ ' AND BE OF THE SELF-FAS7ruER ANGLE STEEL , CROSS CONNECTION POLICY IS AVAILABLE AT http: //www,rockymbuntnagoJ/utlhties/erosseonnection html
'i'^',,^..:a,,, TYPE. - B ~ r.:,Y: r n - 15 PERSPECTIVE 'VIEW s°~e",BENCH, 1 pACKFIL{ED AND .ALL "NEW'COMMERCIAL WATER SER'd{CES AND..IRRIGATION SERVICES ARE REQUIRED 70 :HAVE. TESTABLE BACKFLQW PREVENTION
• X WOOD POSE SILT FENCE 1S NVDT AN ~ NOTCS. :'I'~~i`" ~ _ t, ORNE STEEL rENCE POS1 ni lEASt iH' IMO $ 0, ACCEPTABLE ALTERNATIVE. ~ I 5x10 cRODUC _ ASSEMBLIES BFP ; - D51 nT lEA51 10" 4M0 I ( ) - ~ '
4" MIN. ~ wood PSIS-ARE NOrncCEP!A9LE _ 2 b "ACCE~AeEE SECTi01 + _,~c'u1NG FIRE SERVICES WiTH FDC OR. 8005TER PUMPS ARE.~REQUiRfD ~TO"HAVE REDUCED PRESSURE PRINSIPtE DETECTOR ASSEMBLIES~~
EXTENSION OF FABRIC AND E. usEStAPrx~s 9' APARrTC ATtACM FA9RiC rTDArrAEHFAaHiC (RPDA}:. ' ~
WIRE INTO FABP,IC ro °MOG w1aE° RECUCED PRESSURE ASSEMBLIES ARE REQUIRED FOR HEALTH HAZZARD'APPLlCA110NS; '
SECTION B-B r AFF~
SECTION A-A 6,0 1~~MP~IRRRY ~RI)IMRNT ~~ILT) RENCE VEGETATED CHANNEL P L. A C E I~l E ~i:T ~ ~ R ~ ~ ~ ~ ~ ~ AS I ~ APP . ~ , - • i , DANDBRETAILE APPLIACATION$SEMBLIES MAY BE USED IN NON HEALTH HAZZARD APPLICATIONS SUCH AS SDME OFFICE; RESTAURANT,
vA171a8LELENGiN REVISIONS APPROVED STD. ND. REVISIDN~ 0,15' „all~;H,l: .~ti,,,;.^.., '7~,1"M,4,....~1:,.., ~a.,, NAT PT CITY RC1C1{Y MOUNT - a,,:,l,'.7.:~.,~,~ 3,3 ~N AT PT N - ; 4S , CLTY OF QDCKY MOUNT A~ i
~h=1X- -L I1 ll" ~I.1 1.,1r.1 ,O II I:_ _~i~. -~1.~ ~I~'1~i~-`~`?~I ~ T' I f:zlfa,L~! f~11 °I'.11 ~'f~l~i ~7~1_, -1 II 1.1~~k~IL-"!l:Tt~E~1Jf~`IiH-(f~C 31, (I~[_I_Lr-fil- ,~L,~la~l I T(~C ~~tr-1 lar f€~I TI-Tr11T~~,,..: ~~PT, Q~ ~~~1~~ ~RIN DATE REViSIC1N - DEPT, E~~~~EE~~~~~i DA ~ "'L' •'~.~N I Certification by the Directorof.~Planninq and Development and the Directorof Engineering that
j Ipl 111] I""IiI"I((-fil Ii, IF11F=ill 111 II III 1111 II [ III =1t=1~ TEL I i° y~ ~,IL„I~'~.11. I ry •.(r. ~ ~ ~ - ' ~1e~"-.~1 ~i~T~4Ji, I~ 1y~ L... 1 Til I IS.fi,~~11°-7y'~(:'~,t = ~f l}7_ ~I_'-fIC=11. EI° El fll~~11711~~TQ-11'~ll fl-(; lLk-ll rl-T' it-a-~D_ n~,i,T~'T-~I - Q~' ~ ?i~l~~F'I 17TC•',~ ~D- - 1= - u ~ - I t -.IT- _ ~ i I t Ir.trr. iF~ a Ih: t. I:~_ Iw,.... _ ~ ~ p g g p/ plan conforms to the preliminary, plan approved by ahe ~ ruction 0~ ~ DRC onnnedlbuildin rou const (dote) and meets the-standards set forth in the
OISSIPATOR PAD Land Development:Code:
ING INLET OFFSET CURB OPEN Director of-Engineering Director of Planning and'Development
N0 SCALE
gg , iui up,,re DATE: MRY 16, 206 PROJECT. o52~g
L N° ~ '~r R F CLIENT CODE: HODMOR
~ ~ ~ scA~E(NORZ}: cAOFILE; -os25scP1 ROCKY MOUNT TlNNSF NASH C4l1NTY .FIELD BOOK:
n h _ t~ \ 1
ENGINEERING SURVEYING C eN 20106 SCACE(VERT): DRAWN BY. JM, RF. SURVEY BY: KP, JB. NORTH GAR®UNA ZONE:'.
m %i v 'ETAILL3, 1906 NASH STREET NORTH TELE: (22) 399-0704 I IN' I Tp T hI~I
i,-MM 2 , WILSON, N.C. 27593-1726 FAX: [phone] CITY OF ROCKY M OUNT, I ~ REVISIONS: ACRM 30D REVIEW COMMENTS 4/17/09 s , NC DENR COMMENTS 1/7/09 PIN SHEET ®T2
/,y~ UR`~~ +nanlEEU~E www.bartiett.us.com do 5 CRNI 2ST REVIEW COMMENTS 9/12/08
CRM 1ST REVIEW C4,,IMENTS 8/15/08
P: \_CADD\_ LANDPROJECI -10DMOR\05259\DWG\05259CP1REV8-09.DWG 9/4/2009 4:07:41 PM

ENERGY DISSIPATION DISCHARGE HOSE
F"FLOW-..,-`_', \ PORTABLE PUMP IMPERVIOUS DIKE
NOTEf MECHANICAL JOINT TAPPING SLEEVES SHALL HAVE A WORKING Cd, fRAME $ COVER PER STD. DWG. '.'.'..•(~.F SUC110N HOSE Nd, 4,6 CDR 4,7 FDR WATERTIGHT) COWS
FIR YDRA T PUMPER NOZZLE PRESSURE OF NOT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE coxsTROCTION NOTES: PROPERTY E H N ~ IRON BODY SUITABLE FOR INSTALLATION ON BOTH DUCTILE IRON PIPE FOR ixsTALtiAT[ox; REFER To MATERI OTES: SEEURED WITH MGRTAR
LINE ~ O TO FACE STREET AND CAST IRON PIPE WITH OUTLET FLANGES PER ANSI/AWWA C110/A coxsTRUCTION xoTES oN sTD. DWG. NOTE' FOR HYDRANT INSTALLATION ON P T 2110 V; REFER TO MATERIAL AND DTES -0N. STD. DWG. 4.2,
PRECAST CGNCRETE MANHOLE NOTES EXISTING MAIN, USE TAPPING SLEEVE S ECIFICA IONS, THE VALVE SHALL BE MANUFACTURED TO AWWA TE MANHOLE NOTES 'ooooaaooa ~ oaoogooaa~ 0 0 0 0 0 25 6 0 0 0 S }
a AND VALVE PER STD. No, 5.12 SPECIFICATION CLASS 350, OPEN LEFT.
_ ! as PRE / :1. 24• ' ECCENTRIC V ~ PRE-CASTCDNCRETE RING dR A CUNERISER
' x VALVE BOX PER BRICK s; M w ~ STD, NQ. 5,9 o a o ~L1MIr - YE BRICK`& MORTAR GRADE ADJUSTMENT °'F ~ \ PROJECT .TOP OF BANK CbIMIT -THREE CdURSES dR 6' MAXJ PORTABLE
~ Q o SOLID CONCRETE OR BRICK PUMP.. IMPERVIOUS DIKE
° ®o ~ BLOCKING SHALL BE USED w SIDEWALK Q a N AS FOOTING FOR DUCTILE STEPS-PER STD, DWG. DEWATERING DEVICE - {SEE DEWATERING \
PAVEMENT a n 0 o IRON PIPE a,...... a' ' DISCHARGE :DETAIL)
BURY LINE z ~.^:,::":°;;;:~.:.:<:•Y~ oao" Y. i= o ~ ~ 48' MSN 5' MIN, 1
f=fl ~ ~ 8«,'~8e~" $ PLAN IO CU. FT, MIN. 6" AWWA C509 •
R SHED 7 N ` C U S E GATE VALVE W/ ' I TAPPING ' ENSURE TO ANCHOR'ALL WORK AREA
~ COMPACTED BACKFILL MJ CONNECTIDNS SLEEVE { ,L, Pl1MPS AND PIPES SECURELY '.l A r 1'/.-MIN, GRADE A
~ (TAMPED IN 6" LIFTS) ~ l ~ VALVE OONSTRUCTIOiJ SEQUENCE; MAINTENANCE:
NOTES 1, CONCRETE SHALL NOT CONTACT BOLTS '
6 DIP BRANCH PIPE OR ENDS OF MECHANICAL JOINT FITTINGS, ~ d.:•.:~.; M IN ' ~~~i L SET UP BYPASS PUMP AND.TEMPORARY PIPING, PLACE. ROUTINELY 3NSPEC? BYPASS PUMP AND TEMPORARY PIPING OUTLET OE TEMPORARY PIPE TO MLNIMIZE EROSIt7N AT TO ENSURE PROPER gPERATION~
"~~'~'I~>~+'• 2. SEE STANDARD THRUST BLOCK TABLES, ~ ' i , a _ ; FOR AREA OF CONCRETE REQUIRED, o a o 0 0 0 o a o 0 0 0~0~0 0 0 o c DISCHARGE SITE OR:'PROVIDE TEMPORARY'ENERGY e INSPECT iMPERVI0US:01KE FOR `LEAKS-AND REPAIR ANY aaoooaooooaooooaaooooooaoooooooo, oa DISSIPATION MEASURES; FIRMLY: ANCHOR PUMP AND DAMAGE;
`~(`~`II~ ~ ' _ - - 3~ 2500 PSI CONCRETE CLASS B REQUIRED. a EXISiTING 0 0 ~f~/~/~/ PIPING; e INSPECT DISCHARGE PDINT.fOR EROSION,
= ~ = I ~ T- ~ I - b ~ 1=111 - r 4, TAPPING SLEEVE & VALVE SHALL BE BOLTED ° MIN - - a: SECTION A-A 1=~ I. 1 - ~ _ ~ -1~'- ~ =l ~ - ~-~TI~~ ~C - ~1~ ~T~ ~ t IN PLACE & PRESSURE TESTED PRIOR TO 1 A'-A ~~~~/'~~f~ / ~/~~~>/~1f~! 6' x 6' MIN, 2. CONSTRUCT OUTLET PROTECTION IF NEEDED, e ENSURE FLOW tS ADEQUATELY DIVERTED THROUGH PIPE. EXTENDED FddTING 3, CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA WHERE RE(]uIRED TO IMPOUND WATER FOR BYPASS:PUMP: INTAKE. USE A
3/4" BRIDLE ROD & TIE BQLT CANC. SETTING SLAB I'-p" TAPPING OF EXISTING MAIN, , EXtsT, STABLE aND~dR WELD FLOATING INTAKE FOR`RUMPS WHEREr POSSIBLE, CGMPACTED SUBGRADE SET MANHGLE:.dN
1'-3" X 1'-3" X 4" TMICK EACH SIDE W/TWO COATS OF i p CONCRETE `~'a BITUMINOUS CO TING .'w . THRUST BLOCK MIN, 6" #57 STdNE 4, CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY,. TO ISOLATE WORK AREA,:.
CQNC, THRUST BLOCKING STABLE, WELL- ~ COMPACTED SUBGRADE 5, CHECK 'OPERATION OF PUMP`:AND FIPING° SYSTEM,
TAPPING SLEEVE ~ VALVE 6, UPON COMPLETION .OF C6NSTRUGTION,;: REMOVE IMPERVIOUS
HYDRANT INSTALLATION (SHEET I OF 2) PR PRECAST CONCRETE MANHOLE DIKE;>BYPA55 PUMP; AND TEMPORARY PIPE,
APPROVE STD. N0. REVISIONS r~ i T APPROVED STD. N0. REVISIDNS _ CITY OF ROCKY MOUNT - REVISIONS CITY OF ROCKY MOUNT 5.~ 5.12 CITY OF ROCKY MOUNT ~ APPROV D ST4 r ,
DATE EVIS1oN DEPT. OF ENGINEERING DATE REVISwN DEPT. OF ENGINEERING _ 04-04-06 DEPT. OF ENGINEERING DATE IaEVISO ~ YPASS PUMPING DETAIL
03-29-06 04-10-99: NO SCALE
FILTER BAG< ?rTy. }
t
I ~ ~u,"4 NDISTURBED
TDEWORTAB~E ~ ~ ATERIN ' A PUMP
~ FILTER:FABRIC 8" OF SEDIMENT ~ CONTROL STONE
~ ~
ONSTRUCTION NOTES I i HYDRANT GENERAL C RIGHT OF WAY VARIES IP/FlAREO CONNECTpR ~ a T ~.,5 T NOTESi MAINTENANCE; I ~ S I PROVIDE STABILIZED OUTLET AS NEEDED,
Np, 15425 DR IP/CORP. ~ cnNNEaDR Np. IsazB 1, RRECAST_ CONE e INSPECT INLET PIPE AND BAG FQR DAMAGE,ANO BLOCKAGE. PRECAST CONCRETE MANHOLES SHALL .MEET OR EXCEED THE e .REPLACE :BAG+WHfN 3 4 FULL OF SEDIMENT:
: W 5 DRY BARRELL DRY SONNET, THREE-WAY HYDRANT WITH I pR APPRpvED Ecual (2EQUIREMENTS FIRE HYDRANT HYDRANT SHALL BE A WA C 02, I REQUIREMENTS OF ASTM C 47B, ALL SURFACES'SHALL BE SMOOTH AND EVEN.-TEXTURED WITH A MINIMUM OF NONEYCgMB; `
3' fi' MIN. HURY, 4 1/2' MIN, MAIN VALVE OPENING, 4 1/2' PUMPER NOZZLE, TWO EACH I MErER FREM clrY aNLY j SMO~TH~~AND E - 2 112' HOZE NOZZLE5, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARD THREADS, i FIN; AND OTNI -FIN; AND gTHER IMPERFECTIONS.
BREAK-AWAY TRAFFIC FEATURE, AND BRONZE ON BRONZE SEAT RINGS. HYDRANT SHALL i FINISHED GRADE OINTS BETWE JOINTS BETWEEN MANHOLE SECTIbNS SHALL BE SEALED ~ DEWATERING DISCHARGE DETAIL
HAVE PENTAGON SHflPED (5 SIDED) OPERATING NUT AND SHALL OPEN TURNING LEFT i 2 J T HT f K ) ~ 1 WA ERTTG (COUNTER-CLOG WISE, 1 ASTM C 443 E WATERTIGHT USING EITHER O-RING ,GASKETS CONFgRMING WITH ASTM :C 443'OR BUTYL RESIN'Ci7NFgRMING WITH AASHTQ M-19B. N0.5CALE
HOLES FqR CONNECTION OF PIPE'Tq MANHOLE SHALL. BE PRECAST
MANUFACTURERS AMERICAN DARLING MK-73-1 FRANKLIN METER Box 3, HOLES FOR ,C( MUELLER CENTURION A421 GLOW ~ ~ OR-COR6D~: D OR GORE?, DIAMETER':'OF HgLE`$HALL:NOT EXCEED OUTSIDE: -
KENNEDY GUARIIIAN ~ ~ DIAMETER OR. DIAMETER OR:PIPE BY MORE THAN 3 INCHES,
WATEROUS TREND 100 ° ti 4, CONNECTIONS CONNECTIgNS dF P,IPE TO MANHOLE SHALL:'BE MADE WATERTIGHT
R NT SHALL BE PAINTED WITH RUSTOLEUM #964 BRass-ELaNPING nEVICE- USING. RESILIE PAINT, CHAINS SHALL BE REMOVED, ANA HYD A FEDERAL SAFETY RED, NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A COAT INC~uDED w METER apx assEMalY. NEOPRENE.: BO( USING RESILIENT CONNECTORS : CONFORMING Tq ASTM C 923 dR `.cALVprylzea NAROwARe :titiRE X .'EXTENDS TO TOP OF BOX ~ , NEOPRENE;-BOOTS EMBEDDED IN `PRECAST BASE WITH STAINLESS `
OF ALERT SERIES 1440 SILVER WHITE AS MANUFACTURED BY FERRO, INC. a/a' pR r TYPE K, cpPPER STEEL COMPRE SERVICE P[PE PER ASTM B-a9 pRAIN HOLES. STEEL COMPRESSION-BANDS; sTANbARD METAL. :.,POSTS 2'-0' IN
_ 5. MANHOLE INVE OIL/GREASES HYDRANT SHALL BE OILED OR GREASED AS RECOMMENDED BY MANUFACTURER AFTER nEREaseax nss~Me%Y MORTAR; rOR M MANHOLE INVERTS SNAIL BE INSTALLED USiNG:BRICK AND GRDUriD MORTAR, OR MANHGL'ES MAY BE PRECAST; :MONOLdTHIC'SEGTICINS` F
APPROX. ] CU FT, CRUSHED INSTALLATION, srDNE ARpuND BasEWITH`FORMED WITH`FORMED INVERTS,
T. N T AT N HAL HAVE CLASS A CONCRETE BLOCKING PLACED BEHIND BOTH 6. LIFT HALES RESTRAIN ALL I S ALL IO S S L MORTAR,. LIFT HOLES SHALL BE PLUGGED"AND FILLED FLUSH-WITH
TEE AND HYDRANT, EN LIEU OF THREADED BRIDLE RODS, APPROVED GRIP RING OR NarES~ MORTAR,. ~
LOCKING FLANGE CONNECTIONS MAY BE USED, BOTH GRIP RINGS AND LOCKING FLANGES 7, ALL HRICK AP SHALL HE U,L LISTED AND F.M. APPROVED WITH A RATED WORKING PRESSURE OF NOT P aY n ER 1, METER HOXES ARE TD PLACED iN TURFED AREAS, T ALL BRICK AND MORTAR SHALL RELIEVE A I/2" MgRTAR , ~ ~ , n PARGE COAT ON INSIDE AND OUTSIDE. -
CARP. sTD UEII i', ALL METERS SHALL READ IN CUBIC FEET, PARGE COA LESS THAN 350 PSI WITH A MIN, SAFETY FACTOR OF 2Q. LOCKING FLANGE CONNECTIONS NU, H-15175 DR HAVES 50a0 3. METERS SHALL HE PURCHASED FROM CITY aF ROCKY MGUNT ONLY,
SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN BE 4, ALL CORPORATION STOPS, CURB STOPS, END CONNECTORS, ETC, SHALL PROVIDED< DIRECT TAP ON 4• DIAMETER OR BE SCLI? HRASS MANUFACTURED IN ACCORDANCE WITH AWWA 0800, y,
LARGER DIP pR CIP MAINS pNlr. 5, STANDING IN STREET FACING HOUSE, WATER METERS ALL OTHER TAPS SHALL BE MADE ARE TO BE LOCATED 3' RIGHT pF SEWER STACK, Y pS7 WASHED STONE:PU~CED TO
VITH SO4SD BRASS, TWO OR THREE 6, METER BOX SHALIHE FORD CRESCENT. BOX(MODEL CBtll-233 FOR PIECE SERVICE SADDLES COMPLYING 5/8' X 3/4' OR CB111-444 FOR I') AS .MANUFACTURED BY FORD METER wITH aWVa caoo HOX Ca, 0R AN APPRDVE? EQUAL MO?EL. A WEIGHtiOf..12"-18" MIN~:ABOVE `70P OF BOX,
NO1ES, .
PREC HYDRANT CONSTRUCTION N®TES (SHEET 2 OF 2, 5/8" x 3/4" ~ WATER SERVICE INSPECT AETER EACH RAIN AND. MAKE REPAIRS AS NEEOEO,, PRECAST GQNCRETE MANHOLE NOTES REMOVE SEDIMENT FROM POtl4 AREA AS NECESSARY TO PRONDE ADEWATE"STORAGE
REVISIONS APPROVED STD. REVISIONS I APPROVED - STDtNO. VOLUME FOR Tt{E:;NEXT RAIN, '.TAKE CARE:NOt TO DAMAGE OR ONDERCUT THE FABRIC CITY..OF ROCKY MOUNT 4,2.. DURING 5EOIMENT'.REMOVAL.
_ REVISIONS APPROVED STD. N0, CITY OF ROCKY MOUNT 52 F R - CITY 0 OCKY MOUNT 5.5 T?T~ WHEN THE CONTRfBUTING~DRAINAGE AREA NAS BEEN ADEgUATELY 5TABIUZED,~REMDVEAW
DEPT. OF ENGINEERING DdTE REVISION DEPT. OF ENGINEERING DATE REVISION DEPT. OF ENGINEERING DATE REVISION MATERIALS AND ANY UNSTABLE SEDIMENT ANO DISPOSE OF THEM PROPERLY, BRING THE (~A_~1_/1~j / 't \ aSTURBED AREA~,TO THE GRADE OF THE DROP INLET AND'SMOOTH AND COMAACT IT, V`Y G1i Vz - / \ APPROPRIATELY.STA81LI2E ALL BARE AREAS"AROUND THE INLET.
03-29-06 2-19-01
CATCH 6ASIN /YARD INLET PROTECTION DETAIL
NO SCALE
NaTES~
1. MIN, GRADE FOR 4" SEWER ~ ~iALL_EY GlJ TER 'CRASS SECTION r!G Es ; ~
SERVICE SHALL BE 1.0 % (1/8' ~ y r BL W *]fF HYDRANTS:SHALL BE N0 2000-D AS ~ 2 , - y , MAr'UFACTURED DY 1GrIN C. I<,PFERLE FC`1NDRY CIT., ~ A
HYDRANT ASSEMBLY PER STD, N0, 5,1 PER FT.) RECOMMENDED MIN, , ~ GRADE SHALL HE 2,0 ST12 ET - - ; ST Lrl ~ MU OR AN AF'PRCVED E(]UAL 112 H,'1Rk1 SHALL BE _ _ _ v c _ N7N DRAINING TYCE FpR
iL- ~1 ( ~ I ~ 2, IIEPTH OF SERVICE AT C L R/iP - - III- I PLACF`~FNT"Ihi'PAVEMENL HYDRANTS%SFrAI'L DE i d ~ ~o e n ~ _ _ I_.__ _ , _ 1~ ~ E CLpS?N~ WITH PREFSIIRE iNP ° < { FI„iNi cD WITH 2' FIP INLET HYDRANTS ShALL I ~ ~ ~ ~ A ° " .a. ,~e
PROPERTY LINE MUST BE ~ I I- - ~-III- STANDARD VALVE HDX SUFFICIENT 70 PROVIDE AT VARIES - f ~ - LI-I (-III-) CO PP S,I,N GYP , - I 'DE GF~kf7"D AYTUSE 06 A P7R'AP,~E T IP S QLi( + ' 'MAX ~ ~ ~ a a G, CGJFLI'v~ WIP,i HE`-NY?RPNT AT CR'NEAR TbE a
PER STD, NO, 5.9 LEAST MIN, GRADE TO GROUND LEVEL STANDARD VALVE': BOX nLL ~ePIaIG, PARTS INCLNDIrdS THREAD PRDrEr,TDR ~ ~
BUSINESS DR DWELLING AND 12' MIN' _ 12' MIN, COVER OVER SERVICE. 18' MAX hND OF PATiNG ROD SHALL Br PRASSAND A OFF PER STA. NO. 5,9: WIDTH (W7 REMdVABLE fRUN iHL HYDRANT Sl]THdUT NEPD F7R
M ECLIPSE 2D00-8 BLOW-bFF 3, FQR NEW SUBDIVISIONS, i ~ W HYDRANT (3` MIN. BURY) I ~INAVE A~2'~SQUARE NUT,R'EAD PRdTECTDR SHh,.L ~ 45~
q~ ~ i ,S CLEANOUT STACKS SHALL BE ~ ( ~ W a .,h~ .5~., .J 1 I V W P A T TH FT F ~ L CED O E LE 0 3 2' RED BRASS OR - 00 PSI CDNCRETE
0 THE WATER METER WHEN ! W ~ °z UNDISTURBED EARTH - LOOKING FROM THE ROADWAY 4' 1/4 OR 1/8 BEND MONOLITHIC 'Y" W/ "a W _ COPPER NIPPLE SECTIQN r~' - A GENERAL NOTES
DR SEWER MAIN. I > o i/4 BEND FITTING ~ I = ° CONCRETE pia VALLEY.GUTTERS.. ARE T[I nE .Pl7URED WITH CLASS 'AA' .
THRUST COLLAR PER 4. ALL SERVICES SHALL NAVE A w ~ STD, NO. 5,19 T ~ , `a d e .-0, CONCRETE (450dIMfS>., ' e
ClEANOUT PLACED AT THE EASEMEN e OR RIGHT OF WAY LINE. ALL CLEANOUTS ~ :a ; CO 'a TERV,ALS. JDiNT SPACING MAY PE ALTERED BY THE ENGINEER c , n _ T~ ^ n e ~ P x, a " r ' ~ TD. PREVENT UNCdNTROLLED CRAf,KING
SHALL BE CAST IRON WITH HRASS \ ! ! , a ~a , a.,_ PLUGS, CAST IRON DOUBLE-HUB i' STU$ W/PLUG I. ~ ; ° ~ d I, ~ IN NTRACTIdN SHALL BE HAND 70dLEII ANp SPACED AT !0' ! .1 . ..~w
~ , CONNECTORS (30` MIND MAY HE USED TO -fll- ° CDNTRACTION'JdINTS MAY BE 1rISrALLED BY THE USE OF: r ~~~j~~, ~ - a 4 ~ TEMPLATES DR FORMEDBY OTHER APPRpVEDMETHODS WNfRE
, TRANSITION FROM PVC SERVICE PIPE, - " 4' CAST IRON SOIL PIPE OR I I- I~I I-!`!~ j 'd. ~ SUCW J[TINTS ARE NdT FGRMEDPY TEMPLATES, A MINIMUM
S, ALL PVC FITTINGS SHALL BE OF 4" DUCTILE IRON OR I !!`!=!l1--1l~ HEAVY WALL CONSTRUCTION (115 PSI 4' PVC (SDR 23,5 OR SDR 26) - DEPTH CF 1..1/2' SHALL EE OBTAINED
DIRECT ROD VALVE Ta MIN, PIPE STIFFNESS,) MONOLITHIC °Y° W/ I+LL TEE PER STD. Na 5,13 ONE JOINT DF MECHANICAL JOINT 1/4 BEND FITTING ! - II~f~ Ala CONTRACTIdN Jd[NTS SHALL PE FILLED WITH JdiNT VV C & G tNIDTH- FILLER `
DUCTILE IRON PIPE; WITH PLUG -!:!:l- (~I- I - _ 6. ALL PIPE WITHIN RIGHTS OF WpY HAND SHAPED, STABLE SUBGRADE - - ,i r i_fll_._„`I EXFANSION JdiNT$ SHALL BE SPACED AT 9D' MAX ]NTERVALS AND TNRUSI ~ULLAR ~ ADJACENT TC ALL RIGID dDJECTS INCLUDING PREVIDUS CDNCRETE
SWALL HAVE PUSH-ON JOINTS WITH SEWER MAIN EXCAVATED TO CONFORM-TO PIPE .Y ~ ( !-III- VALVE SIZED FOR FUTURE EIASTOMERIC GASKET SEALS, AND BELLS OR HAND PLACED CLEAN, - - NOTE~ ALL READ END MAINS 12' & LARGER SWALL MAIN EXTENSIOx WASHED STONE (2-3" OF NCDOT #67) -!'I "=I 11- ~ ~ ~ ~ 1 f PER S'11 Nq, 5,~o gg ~ ~~q I _ _ SET IN MIDDLE OF ~ ~ PUURS A M1NI"~UM dF TWJ EXPANSIDM JdINTSSHALL BE PRDVIDED
HAVE A FIRE HYDRANT AT 1TS TERMINUS, IF LINE 7. SIX INCH AND LARGER SERVICES TERMINATION IS TEMPORARY, FIRE HYDRANT MAY HE J ~ ~ MECHED PLUG ~qIN~ FULL .JgINT' ~I~-'PQ'7 ~ ~ AF CdNNECTION BETWEEN EITHER .VALLEY GUTTER AND CURB & ANICAL J 4B~"- `~u GUTTER DR AT PAINTS dF CURVATURE AND TANGENCY FOi
RELOCATED WHEN LINE IS EXTENDED TO MEET SPACING SHALL CONNECT AT MANHOLES, CONCRETE BLOCKING REQUIREMENTS. A VALVE SHALL BE PLACER IN PLACE ;BETE BLOCKING CRUSHED ROCK TAPP - nRlvewav dR-wTERSecT!aN RADU.
DF THE HYDRANT TEE FOR TESTING DF THE EXTENSION,
STANDARD 4'"SERVICE LATERAL ALT ALTERNATE 2" BLOW OEk' DETAIL N STANDARD 36 & 4'8 :VALLEY GUTTER
TEMPORARY LINE TERMINUS (12'° ~ LARGER MAINS REVISIDNS APPROVED sTD, N0. N a R E CITY OF ROCKY MOUNT - REVISIONS REVISIONS P TD:NO~
R VISTO 5 4.IZ CITY OF ROCKY MOUNT - g,3 DATE REVISION DEPT. OF ENGINEERING _ CITY OF RICKY MOUNT 5.4A ° r CITE OF ROCKY MOUNT 2.7
DEPT. OF ENGINEERING D E REVISION 04-06-04 DEPT. OF ENGINEERING A uls , _ DEPT. OF ENGINEERING " 02-20}3
04-07-00 -
::DATE: JULY 2008 'PRO~Fr,T; D525~
~ L R F
~ ~a~ 9 ' SCALE{HORZ):, cLIENr cope: Ho~MOR caoFILE,''o5zsscP2 ROCKY MOUNT TWNSP` HASH COUNTY 1 = 50 FIELq BOOK:
sEAl ENGINEERING SURVEYING, PC %300 Lm L11901 0 DRAWN BY: RF
t ' 24146 , SCALE(VERT): SURVEY BYi KP, JB NORTH CAROLINA ZONE:
1906 NASH TREET NORTH
L S TELE: (252) 399-Q7Q4 WILSON, N.C. 27893-1726 SAX: (252 399-0804 "'ETAILS NIT2 -0 U F T S. B CITY OF ROCKY M I' NORTH CAROLINA REVISIONS: z!~, NC DENR. COMMENTS 1./7/09 PIN SHEET DT3
5'J~J~ rpP1111964~ www.bartiett.us.com
P:\_CADD\_LANDPR01A.'.CFS`\1-` C,;.I 4R\05259\CWG\05229CP11"EV8-09.DWG 9%22009 10:56:18 AM

' TOP ELE TOP ELEV 121,7' TOP ELEV 121.7
1.0' + FREEBOARD 3
3 1 TOP .ELEV 121:70,
1 _ 1-,0' + FREEBOARD , 10 PERIMETER SHELF
EMERGENCY SPILLWAY ELEV 1.20.50, 1
~ ~ ~ l ` \ ELEV-] 20,0'
'r _ ~ ELEV-:119.0' 1 Ft,LL POOL 1:19.50,.
EMERGENCY SPILLWAY X-SECTION io
tal 1~ ~ - ~~---123.0 ~ \ ~ ` ~ , No Scale 3 , 1 4:1.5'
V 122,5 ` I
r \ 122.6 , POND 80TT0 0 ELEV.;114.75'
A 121,17 _ PRINCIPAL SPILLWAY . _ - 1,0'
OA ~ •92 ~ C~~,, A ~ USE ONLY"APPROVED WATERTIGHT ASSEMBLIES FOR ALL PIPE `CONNECTIONS. -
119,5. . ` ~ ~ PLACE BARREL AND RISER ON; FIRM, EVEN FOUNDATION INSTALL ANTI-SEEP POND. BOTTOM WITH 1,0' SEDIMENT LEANOUT @ELEV, 113,75'
, ` 119,0 COLLAR(S):SLIGNTLY DOWNSTREAM; OF DAM CENTERLINE (MINIMUM PROJECTION 1.5 FT,).
F ~ \ ~ ~ ,9~ _ 118.0 ~ . PLACE MGIST, CLAYEY, WORKABLE SOIL AROUND PIPE AND: AP1TI-SEEP"
~ o _ . 117,0 ~ ~ ~ ~ o ~ ~ q ® _ 116.0 CO \ COCLARS;'DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, jGRAVEL, OR-SILT.
COMPACT 4-INCH. LAYERS.OF:SOIL, BY HAND, UNDER AN0 AROUND-PIPE AND COLLARS TO AT LEAST?HE DENSITY OF-FOUNDATION SOIL AVOID RAISING ~1ET DETENTION P:ON® X-SECTION
w_~. ~'Y2, 115.0 -i ~ 114.0 \ PIPE FROM FIRM CONTACT WITH FOUNDATION WHILE COMPACTING MATERi'AL UNDER PIPE HAUNCHES,
\ O O O. ~ ~ 8i CNN N \ cV N Na Scale
of ~ II N r• ' ~---.1ta•o BOTTOM=113.75 ~ ~ ~ COVER PIPE TO A DEPTH OF 2: FT, MINIMUM°OF HAND-COMPACTED BACKFILL BEFORE CROSSING IT W(TH CONSTRUCTION' EQUIPMENL
r i t tt~.~ ~ ~ INSTALL TRASH GUARD WITH- B~A'RS SPACED -2-3 INCHES APART, ~ ~
i ~1 ~ \ a
t ~ Q A i 1t~.~ r f
'T ! \ 9.0 \ r r \ 119.S ~a
t~ r A wE~ t 19, g ~ L~+~cr
t N ?40 v ~ CFpECEV X20.0
r \ 12 \ k F i ~ 0.50 ~
~ A ``-ti-. A ~ r\ r r r ~ . 12.5 \ , , ' 120 p
~ .
r ! i r ~ ~ t21. ~ r r r - 0---.,~.~
+ r - ~ 120.5 ~ r t \ ~ ,
r r ~ , i ! r ` i ,r 1
r t i r
t i 4 @ r F ! P ~ ! ~
i ~ t ) i t k ~ \ r @ F ! i ) ~ . ~ ! ~ ~ r ~ 1
_ _ DOT. STANDARD.
FRAME & ''>PA?E 840.'6 (TOP ELEV- 120,3~i C.50 2.00 0.5D
PLAN -WET DETENTION P N OD ® ~ V5" 2 ORIFICE ° ~ ~ u ~ ~ DOT STANDARD
SCALE 1:20 ~ ~ 1fRT ELEV- 119.5'} ~ ~ ~ CONCRETE ORO - 12~~ ~ ~ _ _ ~ I ~ ~ ~ I ~ ~ 1 ~'k. INLET 840 14 ~
~ ~
I I k I
INV. QUT=i~88' ~ ° '~.~=,-.~.w~C'~. I.. ~
il,~.I ~ I
i I
.DOT STANDARD ~ ~ ` CONCRETE WOLIOW C©NCRETE'~RCP BLOCKS ON TOP OF
~ f ~ INLET 840,14 , STEEL GRATES ~ ~~,_IJ U._, i I
i,
I
...TOP VIES
SECTION No scale
No Scale
tso L ( ~ ~ ~ I ' ! I ~ tso I l ~ I _ . ~ I
i i r i i --~---r----
-J__ _ _ I ~ I i I ~ CB 1 ~ , I I OUTLET STRUCTURE
_ ~ ~ I _ _ ~ I___- i j _ - I - - I STA 13+34:43 -1 .7 - ( 3 5 L) ' No Scale
~_.a.._.__ ____._.~_---a___-_ _ _~_,m I _ -L_-_ _ ~ I ~ I - - ; TOP OF CURB 125.59 -
~--_.....__._L_~_ _'_______.J_-.. __L. ~ ~ I -C I _ tao ~ _ I ~ ~ i I i ___._.i_ I I ---1--.--- I I INV IN 120.87
_.___L______t._-__ ~ __J__ ~ . _ ~ ~ __~__..__._._~~____.I______ _ i ~ 1 ~--fNV OUT 120.67 I ~ ~M GRAY L FIL FOR ! ! ! ; ~ i _ ' I t ,
. ~ _ ~ _ _ I _ _ RISER ACCE S I , ANTI®FLOATATION ~L~GK - RISER. ~ _ w
~ ~ I ~ I ..__-i-_ i _ ---,~__G.._------- ~ - DISSIPATOR PAD - - f - -r- ---i-_ --I-- (Precast Concrete) EXPOSED R BOX
TOP GRAY TO --ERNE ' - ~ I ~ I ~ ~ ~ OUTLET PROTECTI N 1 ~ ~ -t- i i ~ , _ _ C AS RASH RACK{ C I ~ ! ~ i ~ ~ ~ ~ , LENGTH I WIDTH THICKNS HEIGHT WEIGHT -HEIGHT 'DISPLACp ANTI-FLOTATION BLOCK ~ TOTAL l LENGTH WIDTH THICKNS : PROP. WT *REO. W>•.
tao - ~ ~ ._____i-- _ I_._-_.I I ~ I 10 . PERI,_ETER _SL-IELF-_----__-_.-- TOP F BE M ELE .36835-_~ ~ +-----1____.._i.-__-.-- _ . - INCH INCH INCH FT LBS FT ; H2O LBS i FT FT INCH LB5 .LBS
? ~ _ ~ I I ~ i f j ; r-- S tQ F i 1 1 I 7 tao ~ WEIR ELEV,=120.5' _ I j I I ~ C I ~ 24 36 6 3 00.00 617.76 j 180000 _150 mvm^56160 2 ~ 3 0 18 _w ,
.Z JPE- - - ; - - ~ I ~ E 110% OF THE WEIGHT OF DISPLACED WATER' REQUIREDUVEIGHTMUSTB...__. _ _ _a~ .wm...~.o~~~ _
----I- INV~RT 3 , 7.0' L_..__-~ - i=._ _ _ --------T _ FES ~ _ - _ _ E~ -----..I- - I
2" RGP ~ . _ I TEMPbRARY~ POOL ELEV. ~ 120,130' I i ~ j - ---L. _ ~ a..___._ tso-_ _ _ - ~ ~ y V ~
_ _ _I PERMANENT. POOL E EV,,- 119:!50' I ~ i i ~,x~ ~ ~ »
L I I . %/~~~1----I- ;_._~r FILiTER FABRIC li.__- I__. ANTE- EE.P._. QLLAR~- - I ~ i -PCf~7D-BOTTO?v1 ~LEV ~ 1 T4;7~5 i I I /\~1:~7~'~//,~//,~,?~ r .I___..._._,...
MCNLMI~M~.PR .EC_T1.~LV._._------ _ + _ ~ ~ _ _ \ ~ \ ~ FOREBAl~ BOTTOM ~ ®OT 0% / / _ / f _ . _ ~ _.w ~ /~.~FOREB'AY, ~ - - = _ _ - ~ i r5 PRE PRELIMINARY POND DESIGN DATA ~
1.5 Fl~, OUTSIDE Off` PIPE ~ ~~~~~^~~~~~~~y~~ia~i~~,v~/~~i~/~ ,SEDIMENT STORAGE g TT ' - w v v~~A v ~ v y v v:v \ v v v v ~ ELEV.= 114,5, 12~~~C~- 0 OM ELEV,- 1 POND _ _ _ ~ 13,75_ ~ % _!/a~'/ /l . ~ ~ , ~ POND (RESIDENTIAL: I I I , _~.wrt h.,,~. } 4 ,..___..,.TM....
na i _ ._.--_L. ~ ~ i I DRAINAGE DRAINAGE AREA (ACRES) ...:m ~ 5 92 _m , ~ , ..n...~ I '
~ STA 10+52.04 0.00 ---I----_ _ _ I i - IMPERUIOUS AREA f 2,57 _ 1 ' ~ w___ . _ ~ ~-_~___.r._~ . ~.t:<.~_
( ~ i ~ , ! ~ I I I f ~ MAXiMPEF C-- TOP OF GRATE 120.30 _ ~ - ~ I ~ s I - ~ - _ _ _ AUG. P001 _ _ MAX IMPERVIOUS A'~REA 43%
' I I _ I I ---?--INV OUT 118.80 ____i._..__-- ~ ' - - - - ~ ..-r-----_;_ _ ; _ AUG. POOL DEPTH (FEET} 3 I ( ~ A...,.. m f .:.mm_a TSS REMOVAL ~ 85°fo ~ E .m~i
-____-I _ I ~ I ! ~ I i I ~ I i TS5 REMQ 1 ~ ~ - ~ ` ~ ' ' , w. w__._.._._._ ~_...m _ ~ ..a SAIDA RATIO. I 3 64 (From NCDWQ Stormwater BMP Chart}~ ~ I~~____
I ~ ~ ~ ~ I I I _ . SAIDA RAZ I • , , too _ -r--_ . _ ;----t- I -_I---.._,_- _ ~ _i_.__ _i _ ' SURFACE i 1-- ; I _ - _ I ~ ----I i-_ _ r- too SURFACE AREA REQUIRED (SF) ._~_m~A.. 9,387 ._._m.~.~ STORM _~VATER POND SEEDING SCHEDULE
_ ~ I ~ I I RFACEi I SU E I ~ ~ I ` r._ SURFACE AREA PROPOSED (SF) 10,421
I ~ ._T____-._._._ I___ ~ ~_l , ~ I ' I DRAWDOV~' I I ~ ~ ~ ~ - I _ _ _...W _ _ STORMWATER POND BANKS DRAWDOWN ORIFICE'SIZE (INCHES}' 1.75-
f I y I I ~ TEMP, POC TEMP. POOLV~LUME PROVIDED ~ 9935,. _ _ _ ,~M._ _ CEDING MIXTURE`SPECIES RATE~LB/ACREISEEDING DATES
I I I C _ i.__-_-_ ___._.._..i.. _-...._...__.____L_._.___._____~-_.__`___.__ ..._----,-----1..__.__ _.___~-----~---.L ~ ----.-I . L I DRIVING HE DRIVING HEAD (FT) ~ 0.24.:_. _ eERMUbacRASS ao a/15-a/i5 ~ ~ RED TOP (AGROTIS ALGA) 25 "4/15-9/30
I I ' ~ ` ~ ! I `"i DISCHARGI so I ~ I I 1 I ~ ~ i i DISCHARGE (CFS) I 0.039; I _ ~ ww_. _ ~..w__
~ so DRAWDOUi DRAWDOWNTIME~(DAYS) ~ 2.919920734 PERIMETER SHELF
OPTION#2 c OPTION#2 day = (0,25*(1+Aeol_shelPlAperm~ool))+(((Aeot_sheti¢Atot_pond)l2)*DepthlAeot_snelt) RATS B ACR ~ SEEDING DATES ~ STORMWATER POND. MIX 16-20 OCT=NOV &,FEB-MAY
Depth Depth m* 4 25 (Depth from bottom shelf to bottom pond)..
Abot shelf ..T_ Abotshelf _ ~ 7841 119.00 ~ SEEDING'MIXTURF,SPECIES COMMON NA"AE` PERCENT - Agrostis`stolonrfera CREEPING BENTGRASS 25
Aperm_po~--._ Aperm_pool ~ 10421 119.50 Corex vulpinoidea FOX SEDGE ' 25 _,.~......,..e _ _ Elymus virgmicus VIRGINIA WILD RYE 25
Abot_pond Abot_pond = 162$114.75. Helemum<outumnaleVA ecotype SNEEZEWEED 13 r_.. _ _ Ins versicolor BLUE FLAB ' 12 deV ~u..~., _ 3.00
SECTION -WET DETENTION POND day
SCALE HORZ : 1" = 20' ~ ~ DESIGN {STORMWATER POND:: MIX INFORMATION OBTAINED FROM MELLOW MARSH DESIGNED TOCAPTURE'1.0" RUN-OFF .FARM, sICER CITY, Nc corvTACT,(glgj-~a2-laoo)
(VERY : 1" = 10'
D:A. BUILT UPON BUAJ Rv STORAGE
_ BMP DRAINAGE -.AREA (BUA) D.A. _ REQUIRED _
AREA _ AREA (SF) (SF) _ (CF) _
DENTION`BAS1N' 257,424 111,949 0:43 ; 0.44 9375 ;
i rN IIII! P
T L R ~ DATE, JULY 2U08 PROJECT 05259
~ l' i ~ ~ ~
Q SCALE HORZ ; CLIENT CODE, HgDMOR. ( ` , cADFILE. o5zsscPl ROCKY MOUNT TWNSP HASH COUNTY
!f ~ _ , CC81 V~ ~ : ~Bs6P'~PRaICCD1A1~ [~I 14"'S691"°~/t?9A BRn < 1 = 50 n Qnnv.
;v 20106~~=~v~se~vc~r<oovv c ~uItVC.TIIVts~ ~'t, il ILLY VVVI\.e
M z Q ¢ ? 1906 NASH STREET NORTH 's-P P ""'ND 'E IL S 1%, 1? SCALE(UERT): aRAwr~ BY: JM, RP X11_5, SURVEY BY. KP, JB NORTH CAkbL1NA. ZONE.
TELE: [phone] o~ WILSON, N.C. 27893-1726 IN T 0% F R"' 0 CK'Y MOUNT 1\4
FAX: [phone] CIT RiN~ RJ~~ ueen++g6+' NT 1\41 0 RTH ALI 1 INA ~ REVISIONS:A NC DENR COMMENTS 1/7/09
& S U www.bartlett.us.com PIN SHEET DT4
R; \-_CADD\_LANDPROJE:CTS\HODMOR\0525x)\DWG\05259CPIREV8-09.DWG 9/2/ 2009 11:33: 02 AM

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- - r~ ; ~ 99 `98 . 100 ~ ~ ~ i i~ 1 b2 101 ~ 93 ~..~-.---g ~ 9 ~ .l J I
~ ; ~ 104 103 % 1 ~ ~ ` I~, ~ ~ ~ I ] ' S ,l, ~ , i. p8 PW
~ 107 106 4 ~ ~ 92 ~ - 109 108 ~ 38 ~ - I A dD ~ • / , ~ ,
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~ 202 ~ - , ~ ~ ~ 153. ~ 197 ~ . 122 ~
123 ~,.I ~ 89 ~ 121 ' s ~ 244 ~ ` ~ 1 rya ~ ~ ~ ~ 11 : , , ` , r ~ ( I } 11- I ~6 ~ ~ I I~ I~ }
120 i 196 ~ , _ ~ 118 119 ~ f,a ~ ~ f ~ q 1 ~ ~ i
- 116 117 ~ - 115 ~ + , y' , v ~ ~ .l ~ i
114 ~ _ ~ ~ 1 I'a~ ' ~ ~ ~ ~ ~ , ~0 ~ ~ ~ ~ 2 m0 ~ pia ` 11-~ r!~ ~ I } I: ~ ~ ~ ~ 71
154 176 ~ ~ _ _ ~ ~I, ~ 205 , 175 v ~ ~ ' •
r - ~ ~ < ~ i ' III \ \ _ i _ 194 ,
! ~ 177 o, ~ ~ 1 , , ~ - _ iI~ ~ ; , ~ 43 ~ ~ ~ ~ ~ ~ FUTURE
~ ~ ~1 ' _ _ 155 206` r 86 II6 ' ~ ~ ~
- , - 125 12~ li \ ~ ~ o 426 174 , 193 131 - 128_ „127 ~ ; ~ ~ V ~ ~ ~ E VELOPNIENT ~ t ~ it r
130 129 ~ ` ~ ,I 178 ~ ~ 44~,,a3 3
~ _ _ 207 ~ 192- i `J ~ ~ ~ ~3~,"~ ~ ~ < is ~ ~ ~ ~ ~ r
~ / - ~-156 ~ ~ ~ , ~ ~ ~ - 179 ~ ~ 1 ~ I ~ _ _ _ i 1. I. 1 ~ ~ ~ ~ ~ ~ ~ ~ L~ >ll ~ I
- ~ _ - ~ _ ~ 208 173
~ i - _ ~ 191 , I _ _ 1 , ~ ~ , -
-57 ~ _ 133 _ - 1 172 ~ ! l _ ~ _ , _ ~ y, ~ < ~ ~ 209 - , ~ j
~ ~ _ ~ ~ - ~ r ~ ~ - _ 190 , , i ~ ~ ~a LL
1 1 142 ~ . - - - -_..158..__ ' , ' 171 _ 1..41 ~ r,~, I ~ ~ 39 140 . _ _ 210
_ - 13 ' ~ ~ _ - i 37 8' - - ~ ~ ~
' 136 1 _ - ~ ~ ~ _ , , \ 182 i ~ _ _135 ~ ~
_ ~ , _ _ ~ _ ~ , , 134 ~ . ~ , - - ~ ~ ~ 219 / ; ~ ~ , t1~ i ~ ~ \ ] r, ~ o ~ ~ ~ `
_ - - ~ - - _ ~ ~ ~ 170 _ - - •k _ _ ~ ~ _ - , ~ ~ , 3 1 ~ , 16 1 4 ~ yi ~ ~ } 4 ~ ~ ~ _ J ~ ~ i PIPE, A
. _ - - ~ ' 18 '8~. ,U - - ;160 212. ~ 1.43. t i ~ ~ ~ ~ ~ ~ ~ ~ `i4 1-48° RCP ~ ~ I ~ i l ~ ~ 30 ~ ~ ~ , s , I r
~ 6 ~ I ~ X15 i 5~µ~f. ~ ~ 1 (e~Q
161 % 187
- o _ - 44 ~ ~ ~ I i - ;
_ _ - - - _ ~ / t ~ ~ ~ ~ ~ ~ 1~ ~ ~ #4 p,PE "o' ~z~ w Ice ~z~ ~ ~ I ~ ~ ~ y 4A~ ~ ~ :fir-w~: :u--~_
f _ ~ ~~jr,Q ~ I 1 \ ~ _ _ ~ ~ 2 169 1 _ , _ _ 145 _ , ~ _ _ _ 186 1 ~ 80 ~ r ~ ~ ~ E, a vM a~ ;z~ ~ ~,~~~:'M _ - ~ y ~ ~ ~ ~ \ ~ ~ 124 y ~ • V ~ ~ ~ ~ ~ ~ t~ ~ A M
- _ 5 - - ..-SFORMWATER ' ~ , ,
POND 2 _ - - 163- ~ - , , ~ ~ ~ ! I ( ~ ~ r-PtP ~ ~ '12 ~ \ ~ ~ ~ ~ I i~ ~ = 11 • w~ - ~ ~ , 1 a 5 'r ~ ~ V ~ ~ ~l 1 1 ~
~ . , ,C ~C - - \ ~ _ _ ~ . , 1 ~ ~ , ~ 164 _ - ~ ~ . V - 168 ~ ~ - ~ ~ ~i26 _ r 1 ~ _ \ ~ ( 1 ~ ~ ~ ~ ~ W1, S1 AND B1 ~ ~ ~ ~ ~ ~ ~ ~ ~ } ~
_ _ ~ ~ 1.6. 167 - p5"` - - 5--- ° . ~ ~ \ 166 ~ MATER ~ , ~i~f W ~ \ i j} ~ ~ ~ \ \
_ _ ~ ~ '147 ~ , ~ ~ ~ / ' o ~a it m,; E<~1., ~ \ 1 ~ ~ \ ~ ~2
Cpppp 1~ ~ ~ II Cr ~ , ~ ~ i 1 1 I~ K'i'p 4 a~` ~I ~~1 l ¢ Y,' _
~ ~ ~ 148 ~ ~ . \ p~R ~ _ c p ~ 4 y ~ 1 i 51 1 I i ail ~ F~.~ a ~ ~ ~ ~ A. ~
--~1 -°OP~E "~S .~,~~1~ \ \ ` ~ \ \ f PREP - z , ~ ~ ~ w, ~ ~ ~ ~ A _ A o ~ _ ~ .e ~ ~ ~ / l I Ill t t
- ~ 'sue . X149 - ~ `~-m , _ _ s • ~ / . ~ r l f,, ~ o ~ i~~, o
~ ~ ~ -'tip ~ I' 7/! $
. ~ ~'S0~ ~ ~ - . ~ ~ 76
~ - 7 5 . 151 r.~ !
,1.52 ~ ~ , f . 1 ` `Z ~ ~Y~, i _ _ ilk ~
'V WE• ~kND ~ ~ TI. S ,
` - J f J=- ~ ~ J . ` \ _
t - \ :i ~ i''' ® _ . .
\ 6~ • > ~ . 67. 86 _ ~ ~ ~ s ~ ti,
r,. ^68, R ti r ~ ~ ~
69 .s r ~ ~ , l i \ \
~ ~ ~ y ~ ~N - POND o~ y , , ~ ~ o 55~
\ ~ ~ ~MAPIE CREE .:r f r- f ~ ~ - - , ~ 57 ~ ~
. ~ V j ~•i ~ ~ ~ ~ f 215 _ N ~ ~ ~
~ / . _ HAZEL H, POWEL HEIRS ~ ; - - ~ _ _ _ _ ~ . ~ ,
- _ ~ ` 06 1134 PG 2 %'R ! ~ - - ~ - ` ~ ~ ? ~ . - ~ _ / _ • . _ _ w ~ <f FUTIJ~RE ~ ~ ~ ~
B 9 PG-103" ' f' i 3739000921720 ! ~ ~ _ ~ _ - _ _ - APp` t ~ ~ ~ ~ = f, 1/ • E~~
' _ ~ \ ZONE; R-3(L__ W--- ~ ! ; ' , - ~ ~ - ~2 • ~ ~ . ~ ~ ~ , 1 rA . ~ . - \ F-. _ 4 ~ . ~ i ~ .
. ~ _ ~ ~ tea` - ' WETLAC\1D IMPA T ~ _ , ~
C AREAS ~ ~ ~ qM~,e~. k , _ , , . _ °
~ ~ \ w1 o.og5~ A ~ ~ - CRES Permanent _ _ _ , • r~`- ~ h-~ ~ ~ w ..1 ~ - • ~
. A
UTILITY TEMP ~ ~ ~ _ - _ _ ORARY I . , ~ • • . W~ ~ ~ ~ ~
_ ~ \ ~ - W2-o.12 ACR S T r _ ~ ' f ~ \
E em ora ~ y _ ~ ~ tiVINSTEAO~ FARMS ~LC°~~ ~ ~ 1~ - ~ ~ • ~~b • '~.i • • .
W3- o. o / A R - DB~1835~PG 682 , ` , •YJCaL•At~DS~' C ES Tem orar/ . . J ~ , ~ ~ f1# • r ~
! ~ 373 1~ l ` ~ - 905 991380 , ~ V ~ , .
W4 0.12 ACR _ RESIDENTiAI~ SAGE ES Tem orar ~ ~
TOTAL IMPA = ~ ~ ~ ~ CTS 0.3957 ACRES ~ ~ ~ ~ . ,,-~y , - ~ ~ ~ ~ ~ ~ ~ • 111IIY
1 t"~~ ~ ~ ~r~°
~ ~ ~ ~
STREAM IMPA ' ~ - 6 CT AREAS. , ~ ~ VJ 7 \ ~ \
' r'. ~ i .v ~ r 1
- \ ~r, , S1-9o LF P ermanent ~t~ ~ f ~ ~ ` ~
TOTAL IMPA CTS-90 LF ~ ' `~a~ ~ l `r~ ~ ~ - ~ ~ 1 1 ~
MAIN UTILITY OUTFALL
CO~iDUCT D E BY TH ~ ~ ~ ~ SAYE P, CAPPS ~ I ~ ~ ~ ~ I: _ NO RE~'ERENGE \ ~ \ " I i I : I (
E CITY F F 0 - BU FER IMP ACT AREAS. N/F 3830183D2307 ~
R O C I~C Y M O U~ T RpBERT & JODIE DAMS - U~1DER NWP - B1 ZON 1 E 5359 SF _ ZONE; ` R-3D ~ ; {VACANT LOT) ~ ~ I ~ ,
DB 1234 PG 984 PB 18 -PG-424- , ~1' ~
12 W2 W W 3 4 IMPA 3830182083 0 CT 2 Permanen t GRAPHIC SCALE zoNE; R-3o . ~ ~
AREAS A ~ (RESIDENTIAL USAGE D EXEMPT F OR B1 ZONE 2 3585 SF !a ~ ~
140 0 50 200 400
BUFFER IM PACTS Permanent \ ~ ~ _ ~ ~
_ _ ~ ~ ~
TOT - AL IMPACTS- 8 4 c 9 4 S I IN FEET ~ )
1 inch = 100 ft.
~ ~ ,
CYhA~tIeES &~MA'TTILEECN ~ ~ ~ ~ ~ f ~ , ~ \ ~ ~ ~ ~ JOHt~50N ~ l~~. 1 ~ ,l
~ nup~ D8 1501 P~ 9$8 \ ~ nr~e oa re'rr~ o nn . rr
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P - 0 ti 9 DATE: JULY 2008 ; PROJECT 05259
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& SU CRM 2-ST REVIEW COMMENTS 9/12/ 08 PIN SHEET INL3
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1 ° L ~ Sr ~s A, ~ P pis
~ 9 ; SCALE(HORZ~: CLIENT CODE; HODMOR CADFILE: 05259CP1 ROCKY MOUNT TINNSP HASH COUNTY
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20106 BMP A REA S SCALE(VERT} DRAWN BY: RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TELE: (252) 399--0704
WILSON, N.C. 27893_1726 FAX: [phone] CITY OF ROCKY MOUNT, I` J T A I N REVISIONS: NC DENR 401 COMMENTS 7/2/09 PIN SHEET LS2
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LOCATION MAP JN
Nar ra sea~E
RASE AY
~ ( ~ 1 i \ 2s , j` I ~ i , so ~ 2s \ ~
I ~ I ~ ! 38 ~ I, 35 34 33 ~i 32 31 ~ ~ 27
I ~ j 37 i ~ E ~ `
~ I ,I ' ' i I I Y
~ I I ~ I I i I I ~ ~ i ~ ~ ~ i I r
{ , !i i 1 I i `i ~ ~ ~ ~ l 38 ~ ~ ~ ~ ~ _ ~ ~ ~8 ~ ~ ~ ~ - ! ' - i i / ~
E I ~ j ~'i i l 1 i FUTURE PRELIININARY P®ND DESIGN DATA ~ I ~ ~ ~ ~ i L
Pt7ND PHASE2,3 PHASE4 LOT214 LOT215 ~ ! ~ ~ ~ ; ~ ; ~ _ _ _ r_..._.,.~..~...._.w - , i 10 ~ ~ ~ ~ ' ~ ~ ~ ~ ~ 8 ~ ~ ~ 25 ~ ~ ~ 39 4a ~ ~ PEA E ENE ~~,,~,I
1 i DRAINAGEAREA (ACRES) 20 52 19.3b 2 02 3.28 ~ ~ 1 _ , ~ ~ ~ T~~ RE
_ .PHASE i NUMBER OF LOTS (0 21 ACREAVG } 63 44 NA NA_ ~ ~ ~ ~ i ~ I ~E T~IREE ~ ~ X23 x ~
ROWAREA 5.83 2.65 NA NA ' , - _ ~I i 7 i , ._..v_.. ~ . ~ . , w ~ ~ ; ~ ~ , , ~ \ 1, I ~ ~ 41 ~ 6 ~ 22
IMPERUbUS ARE4 7.44 4.44 1.41 2,30 V ~ ' ~ ! % ~ l _ I ~ I ~ ~ 1 ~ I
~APERVIOUS ARFA 38% 23% 70% 70°/a ~ ~ ~ ~ I ! ~ 1 ~ 1 1 ~ -r- ~ I ~ ~ ~ _ _ i ~ AVG. POOL DEf~'H ~ 3 3 3 3 i . _ i I ~ ~ ` ~ ~ ~ ~ ~ ~ 5 `V'~ 12 ~ 21 2 i `t
_ _ t. _ _ . 1 a 85°/a 85% 85% ~ ~ ~ i 'I i I I, ~ ~ TSS REMOVAL 85 /a ~1~ ~ , ~ . 4 , ~
' i ' i I _ ~ r- ~ - I _ - SA1DA RATIO 3.04 1.94 6 6 i ~ . M_._,..,._._.w. _.__..__n.m....._. .d.__...__. _ _ _ _ C - _ _ - ® p ~ g ® _ ~ ~~43 ~4 r''
7173 16 352 5 279 8 573 M A SE FOUR SURFACEARFA REOI~RED(SF~ 2 ~ ~ ! I ~ ! I ~ ~ V 20 ~ ~ 'a ~ `
SURFACEAREAPROPOSED S 82,819 79,800 6,180 11,200 S I ! i` 7 I I k ; ~
i i ~ ~ DRAWDOWNORIFICESiZE INCHES 3 2.5 1,2 1.5 ~ ~ v ( ? ~ ~ ~ ~ t ~ ~ i1 ' 14 ~ ~ , ~ ~ i f - ~ S , \ \ I 1s j ~ LOT 214
LVOLUME ES1IMATED _ 30000 „20000 5000 8100 i W~. ~ { TEMP. PDO.. ( } r - i , ~ 45 ~ 2 ~ ' ~ STORMWATER
DRNING HEAD(Ffa (ESTIMATED) 0.24 0.24 0.24 0.24 _ ~ ~ ~ % m, . , _ ._.._..m~~,,,.. _ _ _ _w . _ ~,..M..___. _ _ 1 - _ \ , DiSCHARGE(GFS) 0,116 0.080 0.019 0.029
DRAUUDOWNTIME DAYS 3,0 2.9 3.1 3.2 - ; ~ ~ ~ ~ / ~ 1a ~ POND ~ ~ 1
~ , ~ ~ . A I . ' I / ~ i i.
. m ~ _m. , DESIGNED TO CAPTURE 1.4 RUN OFF ~ I i I ; ~ ~ ` ~ / fl1
_.1 ~ 1 ~ WQv ~ , ~ ~ ! ~ ~ ~ ~ ; 1 I i ~ ` / \ ~48 i ~ 16 ~ 218 H 0
....e _ _ _ ~ _ _ _ _ _ ~ y ~ i D.A. 1 BUILT UPON BUAJ ? Rv STORAGE + i 'i ~I 1 _.j 1__~_ , , _ _ . a.. _ _ . ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~"y/OPEN SPACE 4
, _ - ~ i AREA BUA D.A. REQ UIRED _ DRAINAGE BMP 1 _ ~ ( ) _ ~ ~ \ ~ i ~--r' ,t A,, , - ~
AREA } ARFA(Sf~ (Sf) ? (CF)~~ ` 49 ..a: ~ ~ ii: L ' ~ i ~ vY ~ \ n
PHASE 2 3 893 851 324109 ~ 0.36 _ ! 0 38 _ , _ ~ ~ _ -I _ ~ PHASE 4 r~ , ~ ~ ~ ~ a ~
PHASE4 842886 1 193,580 0.23 0.28 18030 ~ ~ _ v~, .~__.....~...m._. STORMWATER ~ ,
COMMERCIAL LOT214 87,991 i 61,594 0.70 0.88 4986 ~ ~ ~ ~ ~ % . _~__,n...~~.., w._~M........_ _w.,.. ~ . _ . ~ POND ` ~ ~ G ,1 t ~ - t s trot - ~ ~
COMMERCIAL LOT215 142,877 ; 100,014 C 0.70 0.88 8096 , ' ~ ~
nuns ~ ~ ~ " ~ ~ ~ ~ ~
',~xa zis a~ ~ ~ ' ~ _ ` . ~ I i PHASE 1 Q
; OPEN SPACE ~ ~ ~ ; 61 STORMWATER
~
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_~a~ i ~ ~ ~ r 1 \ V ~ ~ ~ i c 1 ~ ~ j
~ ~ 54 1 ~ ~ i ~ r
'f \ PHASE 2,3 _ ~4 r--- 215 ~
STORMWATER!'j \ ~ Ss Sa ~ ~ ~ 1 ,y.%~~" ~ POND ~ ~ ~
~ \ ;Gr ~ ,J ~ ~ ~ ~ ~
ndwrs \ J ~,~w ~ 57 5s ~ LOT 215
` i d. M~~FO ; f' STORMWATER
, , ~ POND
~ 217 MH59
~ OPEN SPACE
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MH56
VERALL AMP AREAS ~
I NO SCALE ~
1
MH55
g DATE: JULY 2Q08 PROJECT: 05259
1 6. R ~
P ~ ~ ~ P 0 ~ 0 SCALE(HORZ): CADFII_ECOQ~2590DMOR ROCKY MOUNT TNfNSP NASH COUNTY
NO SCALE cici n Rnnu~
ti ENGINEERING SURVEYING, PC G* U N1--%ic-LDTUA L SMP SCALE(VERT): DRAWN BY: RF, JM SURVEY BY; KP, JB NORTH CAROLINA ZONE:
r `'yj a Q P 1906 NASH STREET NORTH TELE: [phone]
%f%' WILSON N.C. 27693-1726 FAX: [phone] CITY OF ROCKY MOUNT,~ T, NORTH CAROLINA REVISIONS: NC DENR 401 COMMENTS 7/2/09 PIN SHEET SMP
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