20090544 Ver 1_Site Plan_20090618

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SITE
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Moun# Rd~ ~
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VICINITY ~IAP
floc y rat T r~s NQ SCALE
ash or~ty, Nort C o%r~
SITE DATA:
TOTAL ACREAGE = 95.3 ACRESf
PHASE 1 = 17.81 ACRESf
EXISTING IMPERVIOUS = 0.5 AC.
PROPOSED IMPERVIOUS (PHASE 1 } = 6.69 AC.
TOTAL % IMPERVIOUS (PHASE 1} = 7%
28
37 36 35 34 b3 32 3! JQ 29 27
I ~ ~ ~ ~ ~ ~ ~ ~
SHEET INDEX ~ L ~ ` I, E I ~ ~ ~ / ROCKF,ALL WAY
i~ I' I ~ I~. i ~ ~ i ~ ~ ~ / 38 26 L_ ' I ~ ~ ~ -
r i ~ ~ ~ g iQ 24 ~ i i 7
CP2 WATER WHEEL ROAD ao } J9 _i ~
DEVELOPER' CP1 SHADYBROOK DRIVE L ~ CP3 WATER WHEEL LANE & ,I_-,I-1 r i I li 3 t I f-~~ ~ ~ 2 'D'A ~ ~ ~ /
!I I ~ ~ I I r X 8 i ~ i~ fl 1i ~
WATER WHEEL ROAD DRAINAGE OUTFACE ~ ' tl ~ 5 z ~ r 1 4
CP4 ROCKFA~L WAY i I. ~ y ~ ~ 21 214 i i ~ ~ ~ ~ i ~ i ~ ~ r ~ i
- ~ ~ ~ a3 ~ 13 1t ~ / 4 C ~ ~ i~ \ ~ "A ~ ~ v ~ ~ ~ ~ Z 20
HO~GE-MORRtS9 CP6 SHADYBROOK DRIVEIDRANNAGE OUTFACE / L~1 ,i ~ ~ ; I i' ~ ~ ' ~ i f' ~ j \ ~ ~ i ~ 3 ~ ~ 44
{ ~ ~ ~i~
MAIN DITCH 2-36" CROSS PIPE ~ ' ~
~ ~ ;~F~1dl1RE i as ~ is v.
SE2 SEDIMENTATION & EROSION CONTROL PLAN ; I, ~ ~ ' ~ ,OE~LOPMfNT i I E ~i ~ ~ ~ ~ ~ ~ a~ n lk
1708 TRA ICK RD' S~ 2O SE1 SEDIMENTATION & EROSION CONTROL PLAN _ (TRIBUTARY AREAS) i I 1 { _ T_ ! ~ a
- ~ ~ ~ AS 16 218 ~ ~ -i-'_ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PEN SPACE Q - I ~ o
DT1 DETAILS ~ j _j-_~i___L_',~- .L . , a ti~ i \ ~
% - 1 ns k VE l ~ ~ . ~ y ~ ~ ~ ` OK pR k
RALEIG~I~ 1 VC Z~~O~ DT3 DETAILS ~ ~ ~ ~ ~ c,~lA
WL1 WETLAND ANO BUFFER IMPACT AREAS-OVERALL ~ I ~ , , / I 50
WL2 WETLAND IMPACT AREAS-1:50 SCALE ~ ~ r / ~ 1 f
~-w° 'V r ~ I
WL3 BUFFER IMPACT AREAS (1:50 SCALE) ~ r ~ OPEN SPACE ~y~, ~ ~ ~ ! ~ ~ 81
LS LEVEL SPREADERS 1:30 SCALE 1`~ ~ / 7` % % ~ 52
~I ~l ~ ~ ~ ~ ~ 5a ~ ~ ~ ~ ~ ~ /J ~ t ~ `l/ 53
a~~ea ~ l l ~ I ~ - ~
l 215 f~ 0~,
~ ~ 1 58 55 ti ~l
1 >
+nnea~ ~ ~r „~'°0 57 56 ~ ~ ; . wtiia~
iaE 217 MN59
~`"*~...m QPEN SPACE EIH58
n1H62
PREPARED BYe PRT ~ ET ~ . ~rr""~~.~...
BARTLETT ENGINEERING 8c SURVEYING, PC ~ ~ ~ ~ ~ Esso~.9~-
NH57
1906 NASH STREET NORTH ~
WILSON, NORTH CAROLINA 27893-1726 ~ `~°mF,~~~~ _ . S~~,g ,
HH~
oq- o5,s~
LOCATION MAP
~a ~~~u~~ NO SCALE
JlIN ~ ~ 20iy
NcNR-WA lUAUTY
P:\,-CADD\_LAND IROJECTS\{OEWOR\Oa?59\OWG\05259CF'1 4011-'ERMI-I_DWC 6/16/2009 '10:24:09 AM

SEE SHEET CP2
r us l .1 ~ o I D ~
~ GURVE TA9LE GRAPHIC SCALE
\ ~ ` I ~ ~ i ~ ~ t C ~ 1 ~ \ ~ ~ ~ ` i 7 ~ CURVE LENGTH RADIUS DELTA TANGENT CHDRD BRG. GHORD ~ 50 0 25 50 S00 200
\ \ ,~I.~.. ° ~ ~ ` ~ ~ I A ~ 1 ~ ~ A ~ ~ PHA 1 PHASE 1 -END OF CONSTRUCTION Gt 157.36 SOO.DO 14'16'12" 78.93 S81`52'31"W 157.11
~ ' D ~ ~ ~ , STA. 18+ ~ ~ v ~ ~ ~ v . ~o • ~ ~ 51 , 1 STA. 18+95.50 C2 226.69 1000.00 12'59'19" 113.83 S82'44'05"W 226.21
I \ ~ ~ ~ NE[~DIT H - r' ~ ` ~ ~ ~ \ `s a I ; A ~ \ ~ ~ I i / , ~v ~ INSTALL INSTALL TEMPORARY BARRICADE { IN FEET )
, i " ~ A A Co ~ ~ • ~ ~ D j ~ 1 V ~ 8" VALVE 1 ~ ~ ' / ~ ~ r*~ ~ {HYDRAN' I 8" VALVE & HYDRANT {HYDRANT TO BE RELOCATED WHEN 1 inch = 50 ft,
"'CONCRETE RETAINING WALL ~1\c~ ~ ' ~ l , o I CRM STANDARD 6,23 ~ ~ ~ ~ v ~ NEXT PHA ' NEXT PHASE IS BUILT. SEE DETAILS
i i ~ ,00 TO STA, 13+30.00 ~ , ~ \ . ~l ' C / ~ f # A 62 ~ ~ o ON SHEE' (STA, 12+05 ) / ~ ~ y ~ a~ , ~ ~ I ~ ~ ~ ~ • ~ ~ ~ w f 1 ON SHEET DT3)
\ \ \ \ . ; ~i i i rn ~ ~ a ' ~ ~ 8 CROSS DI MJ ~ ~ ~ A ~ ~ - / ~ ~ 8' x8' x6' TEE DI MJ ~ ~ aj ~ ~ ~ i
~ ~ • \ ~ \ ~ STA. 15+71.82 STA 16+16.72 I I
~ ~ \ ~ ~ ~ ~ 1-B°x6" REDUCER 1 ~ „ V W OX U~~ I ~ 19+b0
\ \ \ j ' 1-6 VALVE W/ BOX ~ r \ 18 # , ` D 1 v v 1 - ~ 0 • . 2-8" VALVE W~ BOX ` ~-~.p I
.f \ ti \ . ~ \ ~ ~ ~ P y xcxem wcxe--~'~,.~ l~ `
V f T 1 4
1 A ~ ~ ' M ~ _ ~ , ~ \ ~ i~ / , ' ~C I rn y + 1 i ~ ~ k00 16+0,0 -i- ~ _
15 \ , M ' ~ t~ 3A R25 hl• IP ` 50 , ~
~L • TYP) ~ j ~ i ~ ~ ` p ~ a ~ ~ ~ 1 4+00 ~ '
**1 ~0 o ~ \ dl ~ ~ / CB~2 1 1ER ~ , WA CB ~ ~PIPE ' ~ ;f \ v s 8~ piP ,
1~~0 1 PAP. / \ ~ 1 ~ \ ~ 16 ~
\ ~ ~ ~ DITCH A2 \ \ / ~ R25 IH A2 \ \ . _ _ `
t / 1' d ~ / Ci 6 y ~ ~ _f___~•_._-- - I ` ' m ~ ~ ~ ~ CB#5 DITCH Al E sa , It i ~ ~ 2 _ - A
l \ ~ ~ Ok ~ ~ r ~ ~ ~ i ~ 9~ - ~ 11 o
1 ~ 1 I ~ ~ (T yp ST ~ A - I ~ ~ ~ ) ~ v ~ ~ ~ 1 ~ r 4g r ~ \ p \ IP C
I ~ ~ \ \ - ~ C6~ ~ ~ ' ~ ;m E ~ ~ ~V ~ \ 1 1 fi,, ~ ~ _ ~ ~ta~ •g. TGE
I i ~ ~ I ~ i 1 ~ ~ / `
E ~ ~ ~ I Q ~ ~ ~ - 4 ~ i I i ~ i~5 F
I I V ~ 1 i ~ ~ I
~ ~ ` q „ » ~ ~ ~ t-A RC ~ ~ ~ I ~ ~ IN SLEEVE ~ / ~ ~ 24 x8 TAPP G ~ ~ I + I ~ ~ 2-3 RCP y.~~ ~ ~ ~ ~ ' r..~ .
~ W VALVE & BOX '1 • ' - „ ~ ~ ~ ( ~ ~ ~ J ~ ~ ~ ; ~ j x8 x6" TEE ~
\ I ~ I N ~ N ~ ~ ~ r ~ ~ » V I 1 ~ ~ > I b b , • ~ ~ -V v-w 1 BOX ~ 8 ACE , ~ ~ i l , ~ t PHASE 3 ~ ; ~ _ ~ . .
~ CONCRETE RETAINING WALL z ~ ~ $ I ~ ~ / 1r VALVE W~,-BOX CRM STANDARQ 6,23 , I , r _ _ ~
i`I 0 TO STA. 13+10,00 ~ • ' ~ ~ / ! ` ~ ~ MH 4S \ {STA. 12+05.0 ) ( I Pw,CE°x r \ c8~12a, 4 ~\l ~ ' , 1 ' . ' PIPE •AA•
IP •C. ~RAI ~ ~ t-48" RCP, ,ZONE b~pF ~~E~P G~ ~ ~ 9 ~ ~ ' 2.36" RCP , ~ '
I I f i ~ ~ ~ . ~ ~ r ~ i Ci ~ I I ~ I ` f'rl ~ - ~ ~ ~ ' ~ ~ r ~ _ - _ _ ~ L A
~ ~ , ~ f ' DI 'I I c _ ~ ~ ~ l 0 . 2 ~ ~pa ~
I ( f E r 6
( ~ •I' I r ~ P ~ 1
f J o; ~ 1 ~ ~ 1 rF ( r i ~ ~ '1 TI -rl 1'I ~ I ~ ~ r ~ ~ ~ V 1
~ i I'*i - ? ~ 1 ~ F ~ 1 • ITl I ~ ~ ~ I ( r ~ i ~ ~ .U ~ 7y I~ I ~ ~ J i C'~~ i '_.I~r~ ~ I ~ I ~ ~ ~ ~
I ~ ~ , ~ ( 7C! ~ ( , _ I. ~
SEE SHEET CP3 SEE SHEET CP2 11
I PROPOSED ROADWAY ryy
~ 3A5' 100' } ~ I ~ ~ PROPOSED A/W
N 3 ~ ~ Aw SYMBOL AGE D b Q ~ I ~ 5<' P'~iY~F5€6E/P R\w 6 ~RjYt o R\W
PROPOSED CATCH BASIN ~ ~ - PROPOSED Q ® (5 Id R5' BC
Z PROPOSES E/P 30 0 PROPOSED SEWER MANHOLE ~ N ~ N IS' 15'
PROPOSED FITTING GATE VALVE N W I ( ~ ~ PAOPOSEO R/W t~d• PER fT. 1~4' PER Ff, SA D Y~RC~C?l~ D l
PROPOSED SEWER MANHOLE
i( ~ PROPOSED WATER HYDRANT ? ( I ( c ^ 1' ® ' ao' cues ~ currER - w - ~ x ~ Y sPesa STORM SEWER OS l UTFALL- ? ~ p 2-a~' CRq~ PIPES
EXISTING WATER LINE - ~ I a B' aec
EXISTING SEWER LINE 5 W PROPOSED TREE LINE -h'~+'~"n- 444777 t~~ z
=~z 60'RW-30'BB FG ~ F / ~ ROADWAY CONNECTION
W Wta W No Scale
No Scale
- 146 136 G6~2 136 130 - , f-_-_ 130
146 I ' ~ - o I ~ , ~ r I
~ 128 144 134 TOP OF CURB 1(25 59 5 L) 134 128 -
144 ~J-GB_~T_EJ_EV 1.3 ~ W PT A• 13+34.40 I LO ST I i PVI STA:10+68,61 - ~ - - - i_ _ 142 132 INV OUT 122.02 132 126 .___m~
O t0~t PT-Et~V-1-`Z5:46--; - PVI; ELEV:129.7 I I - ' - -_.._HI-GF~__P~f ~TA~ 1.5_+4.81- r---_._ _ - i® 126 ;
----------~---------_.-------------I--- - --PVI-STA:13+5fl:00- _.I_._ . 142 :30~t~~ I i , II I _ _ ~ _.___I-__.- i .NIGH PIT ELEV: 127,,44_.-__ ' P-VI-EL-EV:~2~=37 __.1.-_ _ ---r--- - - _ ; . CB#1
-----VC:47:8.7.._... LOW-yPP"i~ STA:-12+~~~ ~ _ __I____ d - I i.._ - ---K 3~?_00 ~ ._.....PVI STA:15+,16.8 _ E~W PT STA: 16+66.32 - _ ------o ; - - ~ , _ - 140 130 - - STA 13+34.43 (13.75 R) 130 124 - ' 124
140 -~-~o-- -Br.E~.--1-2 :9~---~~~1--- I - i PVf~ECEV; T27:78~ LOW PT ELEV: 125.64 I~ ~ LOW PT STA: 18+09.1 ~ . m ~ _ TOP OF CURB 125.59 ~ i INV IN 121,88
__m_.___cP PVI S~-,4:11+70: 1-- _ . _.I___.. ~}~:30.00 _.-_._.--~PVf-ST7~1-6'41-32-----!-- - LOW PTI ELEV: 124.79 rn I ~ a~ - 138 128 -INV OUT 121.68 128 122 122
Y o N P-V LEV.:1-26.D.' __._..y_-- ° _ -m - ; _ _....__L C; 90:37 _.__.__-_-P i-EtEV~82 __._1,VI-ST~A:1~8~1-0:31-._---~ ~ - - _____..__a, m - ~ ~ ~ , 138 N ~ , W ' K-5 - - °a I, K: 30.00 _ cv ~ ' + + ~ ~ - - 7-31---_ PVf EV:1-24:-63--;_------- ~ - -EL '
__-O --.___.O _ _ I ~ N ~ 1~ ~ I ; tD N a) (Lf { ~ I ~ - ~ ~ m r ~ „ jEVC:95.87 Ir 0 - - - - 136 126 - I-- END OF PIPE 126 120 120
136 W IF-- m-__- _ . - - : ~ ~ I ~ ~ ~ ~ ~ i I LAC: 43.99 I _ ~ I ' c ~---r ~ -_--r-- a - _ - l T! 10+97.74 (0.00)
rt r d W W pT ~ a) i I W W d' _ I ~ INV END 121.33 134 124 -----r- , .124 118 ?PIPE-"AA~' 118
134 ~ _S1.. ~ ___Da._.-_ -rrr U c3-~-~--_ ~ ~ ,-c~~a i m N~ I I to Cp t . O M O 1 C4! 5 ~ i ~ - C9 W U U I i a,_ ; [ ;
-1- N I _ ~ CQ- U N , r ~ e- ~ m ~ W I ~ I I ~ ~ ~ O ~ ~ t + N 1 ~ ~ N 1.---- . ~ ~ 122 116 '-2-=3~" 116
- 132 122 ; i
- ~ ~Q o U { U > I I ~ li ' - ~ U ~ i U > I W ~ W II ~ PIPE C „ ,r - - { q.q,_ 130 120 -.-P_IPE___B _ - .120 114 _ . ,~_1.50;~_--- 114
m 130 ~ _ f`_ m I W i ~ I I ~ m : w.._._ _._PIPE G _ U> U?_ Q~ ' 28-tF ! 70 LF ' "
~ - _ I ' ~ . n 8 EF m ~ . - _ I ~ I _ _ ~ 0.50 _ _ 128 118 1-5~2GP-_I 118 112 ~ 112
128 I ~ , ; ~®-6:50%- ' I -
i I ~ 1- -`rt 36 ;RCP--- - _ E E
40%-__-~.--- - 126 -TO-ExrsTtNC--_ _ _ _ I _0:70% 10.77% I 126 116 ~ 116 110 110
` ' ~ - _-----.wATER_.LINE__' - ~ n ~ - CB 3A
_ 8~8--~,,6"-TEE DI MJ _ . _.._i ,,1._._--__ 124 - ~ E sTA 16+16.TZ~ ..STA 18+09.40 (13. 5+09.40 (13.75 R) 124 N r 1° ~ ~ ~ a
~ .__PlP - --.------r-_--_-.-_ _ - _ J TOP OF CURB 2 I ~ 8 CROSS DI ~ J ~ ~ TO ~F CURB 124.87 N N N ~ T~ N i- r r
_ _~48._B ~ ~ - _ I - - ---4- - INV OUT 120.86 - ~ ~ T~vf1 P6~AaY . 122 I STA 15+71.82 ~ ~~~.41.~L~F:~~C~~.~. JT 120.86 122
o, , - 2?~3'6 "~,P ' - - - - ~ - ! » » ~ .......0;50% 2~_.ROP:_~ -F~R€ 3 ~ %44 EF ~ I I ( _ ! ~ ~ _ ~ ~ RANT + 9.40 -13
- - - » » :.r STA 18 0 . LF 120 _ ~ - , 0 o I PIPE F I . ' +09.40 (-13.75 L) 120 10+00 11+00 11+35.77 -0+50 0+00 0+50
~y _ I _ C~`1.36.~ - TOP OF CURB 124.8 u___._..___- _ - _ I „ ~CF-- j 1 PIPE "GF" s" DIP % INV IN 120.72 CURB 124.86 120J2 118
s - _ CB#2 y-------------___ . 18;_RCP- 118 ~ I I ~ 0~5~4% ~0 EF AwwA C15o} INV OUT 120.52 f 120.52 NOTES:
~ STA 13+34.43 -13.75 L) ~...___._P._ ( r - - - I I i
TOP OF CURB 125.59 ; I I ~ - - - - - 116 . t _ . _ { ..____-i------_- INV OUT 122.02 i - _ ~ I 116 ALL SEWER 8"~ PVC SOR-35 UNLESS OTHERWISE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
---_i_--- - INSPECTIONS BY NCDOT AND/OR WITH MUNICIPALITY.
CB#1 MH 3 I CB 4 STA 17+70.31 (20.89 R) 114 ALL WATER 8"~ DIP AWWA C150 MAIN AND 6"~ DIP HYDRANT LEGS
114 _ _ _ _i TOP OF CURB 123.61 I STA 13+34.43 (13.75 R) STA 15+82.40 (0.00) STA 16+28.14 (13.75 R) ` TOP OF CURB 125.59 - UNLESS OTHERWISE SPECIFIED. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
RIM 126.74 TOP OF CURB 126.17 ;INVERT IN 120.14 PIPE "H" _ - 112 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION
112 _e.__._.-....._.._ I _-INV IN 121.88 INV IN 117.61 -`~---INV IN 121.35 INVERT IN 1 i 9.33 PIPE G ~ ; ( ) ~ --INV OUT 120 85 ,INVERT OUT 119.33 PIPE F INV OUT 121.68 TO OUTFACE INV OUT 117.41 ~~_I " " T-- I _ ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF ROCKY MOUNT OF ALL EXISTING UTILITIES AND SERVICES. WHETHER SHOWN ON
I I N STANDARDS AND SPECIFICATIONS. PLANS OR NOT. CALL ULOCO AT 1-800-632-4949. 110
110 ~ ~ ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT
CO t+~ I~ ~ r. O ~ O N r ~ O ~ M ~ ~ ~ DO N ~ GD ~ r7 ~ d• ~ u~ mod- ~c0 ~m NO Nr ~In to .O ~ d• N d' .tom O a) ~ ~ NCDOT STANDARDS AND SPECIFICATIONS. OF THESE FACILITIES IF DAMAGED.
_ ® to ~ t0 ~ IfJ d~ M Uj N ~ N d. r'7 d. U} c0 t7 N O N~ N O N~ N~ N~ N N N N N N N N N N N N N N N N N N N N N N
N ~N ,...N ~N ~N ~ N CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL SEE SEDIMENTATION & EROSION CONTROL PLANS FOR DETAILED
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS MEASURES,
1fi+00 17+00 18+00 19+00 10+00 i1+00 12+00 13+00 14+00 15+00 20+00 INCLUDING PROVIDING BONDS~fNSURANCE IF REQUIRED.
DATE: JULY 2008 PROJECT; 05259
y,
R F P 1' ti SCALE HORZ : CLIENT CODE: HODMOR ROCKY MOUNT TWNSP NASH COUNTY ( CADFiLE: 05259CP1 1 = 50 EiEL6 BOOK:
Q1 7p~ ~ /'1 r1 A 1 I"+ T 1'1 1 1 T 1 r'1 A 1
SEAL ENGINEERING & SURVEYING, PC G,UAL) lt-~uu SCAIE(VERY): 1 -5 SSDRAWN RF UR EYBBY: KID, JB NORTH CAROLINA ZONE:
20106 1906 NASH STREET NORTH TELE; [phone]
WILSON, N.C. 27893-1726 FAX; [phone] PLANS'S „r& S11 www.bartiett.us.com q T, NORTH CAROLINA REVISIONS: ANC DENR COMMENTS 1/091 PIN # SHEET CP1
F %,RT p,R ,o CRM 3RD REVIEW COMMENTS /14/08
N~ R~ mm~ CRM 2ST REVIEW COMMENTS 9/12/08
P: _C;ADD\_1.ANDPROJECTSA,H!:)DMCtR\05259\DWG\05259CP1 401PF_RMIT.DW(:, 5/28/2009 11:45:12 AM

NOTES;
~"">x 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 OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
C3 127.88 250,00 29'18'30" 65,37 N5'20'it"W 126.49 ALL WATER 8 ~ DIP AWWA C150 MAIN AND 6 ~ PROVIDING BONDS/INSURANCE IF REQUIRED.
D1P HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL
C4 54,37 500.00 6'13'51" 27,21 N16'52'30"W 54,35 SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES iF
C5 281,11 500,00 32'12'44" 144,38 N29'S1'S7"W 277,42 COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
C6 144.54 250.D0 23'5732" 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,D4 15'31'36" 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 PLANS 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
. ~ 58 58 - _ _ _ , I j , O.' ~ ` PIPE " I _ X X ~ ~ ,r 37
,
' 'x, ` a F~ ~ pN ~ ~ ~ ~ / i , , ~ 1' r~ ~ ~ _ - - ~ _ - , 41 - ~ - 42__ _ - _ _ - ~ ~ ~ ~ , cB _
' } ~ ~ 2 2 _ _ _ - - ' ' _ PIPE "F ~ ~ ~
~ Z i Z 1 ~i G~~ / ~ ~ 47 4~ _ - ~ 45 w ,A~~ , ~ 43 ~ s vALyE~"' ~ - 47 ~ ~ 4~ W/ ,Box ~ ~ -
,l~ ~ ?Sl ~ ~ / , SE ~ ~ ce 15 ce 15 _ _ ~ , ~4$ r ~ zz r~} - - ~ f i ~ i MH#t3
-a per, f^ ~ k _ ~F ~ ~ ~
~ -o ~ 59 6~ ~ m ~ ~ l , ~ MT ~ ~
' ~ ( ~ 62 0 0 ,4g i 2 ~ ~ ~ ~ / ® ~
/ / ~ / N N ~ k / ~ ~
! i ~ ~ ~ _ o + ~ ~ _ _ , ~ ~ " - R32, 5 - - _ - - - - - + ~ i Q ~
' # R4 ~ ~ + ~ O % MH~59 ~ ~ ,r' ~ ( 0 / ~ N ~ ~ Q O ;
u ' RiM X118.31 I ~ ~ ~ 0- , O k0O , , ~ Q ~6 kp0 z ~ CBS 0 , 2j~ ~
, j INV IN 111. ' INV ~IN 112, ~ ~ / ~ ~ 71+ - ~ C 4 - - - - PRO . W ~ ~ ~ CB 10 4
. ~ R40 00~ _ _ , Vj ~ DER 1NV I OUT 1 ~ 1 42 I E FH 12+ .o % / 4. s IPE "N2" /
~ ~ 847,51 ~ 00 FH .q CB 7 „ pV.C' ~ ~ ~ ~ MH 13 ~S: CB 5 5k00 pP,
i ~ ~ AJ H + # IPE "K is PR' I P / , - _ ~ , ~o p0 \
I ~ 1 „ -C r i ~ ~ ~ ~ ,-WATER- ~ r MH#3 ~ i _ _ R25 s pROp y \
~ ~ ~ - -M i S~ i W 1 X .6" VALVE ~l/ BOX ~ I - - 6 VANE BO , . ~ a i r - r- ~ ~ ~ 7 ,<~o. i pR pp 8 p~C Y
~ ! ce 22 p - _ _ - _ ' 6 SF~ Dlp Wq ~ MH~9
- - \ \ 8" CROSS DI MJ ~ ~ ~ ~w ~ ~ ~ 1 ~ C6~6 ~ ~ ` ST .13+27,01 I C4
1 ~ I ~ 1 " D ' - ' 1- "x6 REDUCER ~ i ~ -tCt ~ ` ~ STA. 4~-86.51 ~ ~J . ~ =
~ \ ~ ~ - i-6 VALVE W SOX , 5 - " VA W 0 ~ ' ~ ~ / ~ ~ 1 ~8 LVE / X lL1 ti i ~ cv - ~ Q~ B"x6° CROSS DI MJ
~ ~ ,~2-8" VALVE W/IBOX ~ N ,~0~Q1 1-6" VALVE BOX 4 111 ~ \ ~ ~ ~ ~ 3 . - ; _ ~ ~ ~ 2~6° VALVEBW/ BOx ' v
~ ~ ~ 52 L ~ ~ ~ a ~ \ ~ ~ 51 \ v - ~ 15-~~ , - - 1 8 VALVE BOx - t, Q
' - ' ~ 1., y ~ ~ 5.0 ~ ~ \ ~ i - - - - O
ti' • v ~ ~ ~ ~ ~ !Y
' ~ V ~ /
. ~ ' 1 A,. ' ~
. SEE SHEET CP1 SEE SHEET CP3 SEE SHEET CP4
INSTALL TEMPORARY BARRICADE
SYM80L LEGEND R\w 46' R/W R\w 8" VALVE & 2" BLOW-OFF ASSEMBLY.
PROPOSED CATCH BASIN ® zs za' L ®A
PROPOSED SEWER MANHOLE i3.5' 13.5'
PROPOSED FITTING GATE VALVE ~\y" pER Fi, i\4" PER FT, 9
PROPOSED SEWER MANHOLE C T B C GRAPHIC SCALE 50 0 25 50 100 200
PROPOSE6 WATER HYDRANT t JO' CURB ec CuT7ER
EXISTING WATER LINE - w 2" sf9.5a R" a8C EXISTING SEWER UNE - 5 -
r rr E _ _ (IN FEET )
46 R/W - 27 B-B No Scale 1 inch = 50 ft.
150 I I i
I ~ I ~ i i 1 ~ l i HIGH ~T 5TA: V22+12.50 150 C6~9 H GH PT ELE .136 41 148
148 i ~ STA 17+56.44 (-12.25 L) ~ _ pG ~SrA: 2-1-+-75 }
' I -r-- - - ~ _ - - _ r__.- - _ TOP OF CURB 130.63 --.L~W ~?~-STA;_ 1-9+2.00_ ' _ ~ P~ t-EtE-V:13fr.- 3__.~
146 i i 1 , i E - -_______INV IN 125.06 ------__.LQW PT ELEV; j 132.42. ~ ~___--;---K:1-08:96--~__.__.__ I 146
i ~ . -----i CB 5 { iNV OUT 124.86 PVI STA:19+~37.00 i ? (LV~:75.a-Q { _ ! ----T. f VI-EL 3---
# - I I L 144 i I _-SCOW-PT ST7~ M.~_
STA 13+86.46 (-12.24 L) ~___.H1-GH--P~ STA:-14+86 ~7 ' I - - CB#1 O .OW-PT-ST~-16=FT2.-50-~----- K:~2$r37-- ~ ( ~ ; , ~ r , 144 t4Ml-Pfi-EL-EV;-9~8:9~- --____..___i.__ .
TOP OF CURB 127.52 ~ ~ I ~~__~L~W~~-EL~~ „ HIGH_P ELEV:.__1-28,41 __-P-VI S-T-A:~16 STA 17+56.44 12.25 R - ; - `~VC:'S0•{~0------- ! ' ~ --PVI S-T-A:~16+-50.00---- ~ ---t-- TOP OF CURB 130.63 ~ _°O N i a _ , ~ 7{I_ _ ~ ~ 142
142 I INVERT IN 123.00 PIPE K PVI S A:14+61.17 „ „ ~ -.~VI_ELE_V~ I__-.-..____ ~ - INVERT IN 122.95 PIPE J _.~VI_ELE_V:1.29._1_~_._ INV IN 125.38 ~ _ r ' - i N r .._E.
- ---P~ 'CEO: f~300~ _ K: 9~.! K; 9.89 INV OUT 125.18 _ _ { ~ N_ ~ N ~ CB 106 - I I ~ t~.i - -_~a # 140
140 l.._. _ INVERT OUT 121,93 PIPE "I" - ~ _ 4--__, ~ i T STA; 11+64.10 _ K' ~ ; LVC: 5 I________.-__._..._.._____._..._.,._.._ ~__LOW P _ LVC: 5.00 -i- ' + ! + ~ ~ ' ~ F i r STA 19+70.88 (12.25 R) - ~ >
~ L~C. 50:-00-- ; ' COW PT ELEV: 124.68 - - ~ o i ~ ; _ - _ ~ -PVC-STA:~12-=FOfiGO"- - CB 6 ---T----------~ _ ~ ~ -ir-~ ~ - { ' r ; r TOP OF CURB 133.37 > ~ > CB#10A ~ " -INV OUT 128,48 - ~ ~ 138
138 - _ ' ~ STA 13+74.87 12.25 R - ~ - N - _._____..---.---_.--__._.--~..___.PVI-EL-EV;125~03- i--- ( ) rn co ~ aD - CD - -STA 18+68.13 (12.25 R) __----;-v I ~ ' d _
' ~ TOP OF CURB 127.37 i° ~ as Do ± N ~ °N° ~ ~ N TOP OF CURB 132.01 ' ~ m ' > w ' _ _ _ ~ i _ _ 136
136 MH 1 INV OUT 123.08 I + N I ~ ~ ~ i ---._._________L~,~7 .Q0__-.____ r ~ r~ INV IN 127,05 ~ ~ 1 E _
I 5TA 11 +83.63 (0.00 ) ~ I ~ ~ ~ _ _ . ~ - I w ~ ~ r W - j INV OUT 126.85 ! ~ - A v--__ - _cn - _L . - - _ _ _ - i. -4~54~ 134
w-- - 130 , 130 134 RIM 123.12 a _ o MH 2A ~ ~ ~ ._I___ _ . ~ ~ ~ ~ >
_ ~ I - - - - - _ - ~ _ - -I- MH 59 -INV IN 113.98 ---_~_._.~so___._,.__.____~,~ T ,7 v> , w m ~ r~ ~ S A 12+58,02 (0 4 L) > m > ~ W ! E ~ ~ ( p C~50 I I ASSEMBLY % AwW ~ ~ 132
_ STA 10+00.00 (OAO ) INV OUT 113.78 _.__l.._ 128 128 132 +{`~-----i ~ RIM 125.72 - --m _I_______._w - RIM 118.1 -.._____.____._._r -INV IN 116,69 __._.._.._1____.,_._. _ 2~a - ._.~..~tp _ _ ~
- - --.-_I I INV IN 111.42 (W) w w I ~--------.___i I I ~ { E (AWWA ct5o} ~ 130 _ . _ _ _ _ i
INV OUT 116.49 126 126 130 MH#2 ~ ~ INV IN 112.22 (N) I ~ > ~ > ~ I -_____~__~__P~PE"N"-_ i ar _ '8"x6" CROSS 01 _MJ _ -._r._ ~ _
- STA 11+27.88 0.00 - -------I-- - ,-4.4~--.___.... ( ) - - f- ~ or--- n-----__--- I INV OUT 111.42 (E) m w ~ ; " »
124 128 RIM 124.33 _ - _ _ T_ _PPJPE___L_ 124 i 1 { INV IN 115.32 ~ ~6%I _ ' 33, LF_-__._._._.__.,_._._ - ~ 125 LF ! C~~~ ~~~40% 1~.1 R~ TA 2t+19.83 ~ - ~-a~45_.L~1,00~% $ I 128 C~ 0.50% ~ ~P. ; - , _ F
- M._.__._..___-_._ _ - i INV OUT 115.12 ~ ~ ! „ - _ -0%~-n~ - 128 L ~ _
- T - - 122 122 126 __.~__-----_l_-_. _ - P-IPE---J- "T 8 CROSS DI MJ ( 15 j RCP I - - - 8-RCP f ~ _ ! ~ 1.3._ 1 n ~ ___i-_ 26 I 1
- Z _LF _ _ ~ . _ STA 13+2 .01 ~ 0.50 „ 1. i -------W.. ~-t~-1.0.0%_~_'_PVC ~ I ;
120 120 124. ------._._.,l ~ _ . 1 I 'RCP ; i _ "DIP 1 - - - MH~9 --T-_-- _ 124 (Aw A ct ~ . _ ~ _ - t .STA 22+74.62 (fl.00 )
_ ~ ~ ~ t R1M 136.86
- " O.IP__A WA C1__ ! " _ A-W-WA 0150)... _ I 118 11 s 122 6- ~ 8--4-5 DI MJ r 8- DIP-F i - i PVC - , f - - INV OUT 127.84 122 PVC . o-2_UF -@ 1 a- p~_.__.___......_._---~~ MH 6 i STA 20+03.20 (-6.99 L)
- -_-_i -STA t.±4$_22---._.. 1.,.DQ~g _ _Ta->-iR ~ I i - _ _ ~ f_F; I I I I ~ ! 1 RIM 133.53 120
, 116 116 120 --~I-YDRAN~~ _ -----._79 I „-~.V~ I--- STA 18+48.93 (0.00) ~ i INV IN 124.92
I ~ 0.90% I. i I - ---0-0 4.~~-- - 1-~8-~-~ - MH#5 RIM 131.63 INV OUT 124.72 - CB#12
g" PVC 1 I C - CB#8 ----.--..8 - __~_____8'`x8"x6'!-TEE-DI--MJ- 114 q _ ~F @--0,. a 114 118 „ -----STA 15+34.53 (12.26 R) STA 16+47.61 (-3.62 L)----------- __--_..INV IN 123.16 ~ _ ~ T _ ~ STA 21+68,33 (-12.25 L} 118 12.26 R ----INV IN 120.95 ( TOP OF CURB 136.15
T PVC I I _ 8 45 DI MJ _ _ _ -O,gQ.%_.$__._.._- - - ~___--_s~A_t4_+6.51_.---- - T P OF CURB 128.78 ~~-tF~ - STA 13+5 .82 O ) RIM 129.12 INV OUT 122.96 ~ - ?8.78 - - _ INV IN 132.47
112 - 112 116 - - o -C-._..__ - - --INV OUT 124.26 _ ~ MH#8 116 r INV OUT 120,75 ~ c V-..- - INV OUT 1 .27
6 LF 0~% MH 4 I 12 I # - _ 0 - i ; - _ ~ - ! 5TA 21 +29,83 (OAO) __l ._.p_
MH#1 I MH#3 STA 14+96,31 (0 0 ) _ I _ - 110 110 114 -------_-__-__._.__-_---r---__.______._-------------- -RIM 128,46 CB#7 - - ~ RIM 135.48 ~ - j
STA 11 +83.63 (0.00) a STA 13+37.48 (0.00) _ ~ _ STA 15+12.35 (-12.25 L) - ~ ----~-----!--.-------__-.._.-----I INV IN 126.39 (N) CB#13 114 ~ L) ._T__.._...._.....__....___._.._-._-- , , INV IN 126.39 (W) STA 21+68.33 (12.25 R)
k RIM 123.12 ~ I RIM 126.74 - ~ INV IN 119.23 (NW) - I ~ TOP OF CURB 128.69 108 INV IN 113.98 108 112 _ - . INV IN 117.61 INV IN 119.23 (NE) _ _ INV IN 124,06 _ --~____..____1___.____ ! --1._---------=--...-______ TOP OF CURB 136.15 112 _ INV IN 126.39 (E)
___._____---______-INV OUT 113.78 INV OUT 117.41 INV OUT 119,03 SE _ ~ ____-----_._T_-_____.--_--_!- INV OUT 132.59 j - ~ ~ ~ INV OUT 126.19 (S) ~
( ) INV OUT 123.61 ~ I 110
106 106 110
N N N Q~ t~ c}' d' d' I~ O ~ In r O N c O N ~ ~prD O~ 01 01~ NO c0~ c4O ~O NN 00~ ~N 65 ~ t0~, der O~ Oc J N N ~h t~ N M tt tD 1~ r 00 ~ N t~ M O cp N ~ CO ~ O ~ ~
N ~ O CV 1'? r Mj N M d' to u7 Uj N L{j ~ tD ~ cp r r r o0 ~ ~ ~ 00 ~ OG ~ 0 r N N N N N~ N~ N N N N N N N N N N 0) Cn O Or NN NcV MM d'~' to V7 ~In ~tD J N~ N~ M O tJ? M M r~ M ~ r7 ~ ~ M P,3 J ~ N N ~ M ~ r~ r r7 ~ P`) r M r~ r~ r M
~N ~N r.N ~N ~N ~N ~N ~N ~N ~N ,-N N ~N ~N ~N ~ r r r r r r r ~ r r c'- 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 Ip 17+00 18+00 19+00 20+00 21+00 22+00 22+79.83
DATE: JULY 2008 PRQJECT; 05259
T ~ CLIENT CODE: HODMOR
R ~ P , SCALE(NORZ): CADFILE: 05259CPt ROCKY MOUNT TWNSP HASH COUNTY
_ /'1 A 1 /'"1 T i"1 1 / r1 T t /1 A 1 ~ ®I ~ ~ 1 = 50 can n Rnnu~
SEAL ENGINEERING & SURVEYING, PC C."', u/v t-~ u G* U/v 20106 rlL-. lvl SCALE VERT>: DRAWN BY RF
5 1906 NASH STREET NORTH TELE: [phone] ti rf% 4 ; o~~ E~ l"=5) SURVEY BY: KP, JB NORTH CAROLINA ZONE:
ti c~•,,Fq ~r T, O T CAROLINA REVISIONS: z CRM 3RD REVIEW COMMENTS 4/17/09
S. WILSON, N.C. 27893-1728 FAX: [phone] MOUNT, PLANS Cl TY OF ROCKY FF ,,yy~`' T B FR NC DENR COMMENTS 1/7/09 PIN # SHEET CP2 CRM 2ST REVIEW COMMENTS 9/12/08
& www.bartlett.us.com R~N~ RV~" mn+a++' S~ CRM 1ST REVIEW COMMENTS 8/15/08
I': \_CADD\_E_ANDPRO,JFCTS\HODMOR\0525f}\DWG\052S9CP1 401PERMIT.DWG 5/28/2009 11:40:21 AM

NOTES: GRAPHIC SCAIaE
CURVE TABLE
so a zs so loo 20o CURVE LENGTH RADIUS DELTA TANGENT CHORD 6RG. CHORD ALL SEWER 8'~~ PVC SDR-35 PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
OTHERWISE SPECIFIED. uASw~~ C9 199,60 150.00 76'14'34" 117.71 Nt6'06'30°E 185,20 FIED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
CiD 77,24 250,00 1T42'06" 38.93 N13'09'43"W 76.93 ALL WATER DIP AWWA C1; )IP AWWA C150 MAIN AND 6"~ PROVIDING BONDS/INSURANCE IF REQUIRED.
( TN FEET ) 1 inch = 50 #t, OIP 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
SEE SHEET CP2 SEE SHEET CP4 CITY OF ROCKY MOUNT STANC COUNT STANDARDS AND FOR DETAILED MEASURES.
~ ~ ~ ~ ~ ~ ~ o ~ ~ SPECIFICATIONS. 3; ; ~ 31
r Q / / N ~ ~ /Q. / ~ ~ ~ ! ~ _ b-~'~ ~ ~ - 6" TEE 01 MJ STA, 16~+71.02 ' P ~ ~ A WORK WITHIN THE NCDOT UTILITIES SHOWN ON PLANS ARE LOCATED THE NCDOT RIGHT-OF-WAY APPROXIMATELY, CONTRACTOR SHALL BE
© / / ~ ~ 3-6" VALVE W BOX LL ~ ~ ~ 11 ~ SHALL CONFORM TO NCDOT S Q' ~ ~ ~ \ TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF
/ t ~ SPECIFICATIONS.
1,
Q ~ ~ j ~ % ~ Cfl o°~.~.'.~•.
Q~ / ~ I / k ~ c / ~ ~ ~ ~ ~ 6 00 / 30 , / 1
h IP , ~ 12 i ~ ~ N SEE SHEET CP "Y b~ ~ / / / / / tQ r J SHEET CP2 ~ ~ ~
P l / 1~ ~ r ~ ~
~ o ~ 1 ~ c',a ~ ~ / < < i ~ / o ' . \ ro
#4 R25 I / ! ' ~ A ~ ~ 3 0 .c v o ,
° ~ ~ ~ r ~ l i ~ , ~
N Q ~ / ~ / _ E,L , I - E ~ r i ~ O , R 2~ ~ o ~ -
,,Q ~ ~ E 1~ ~ ~ 1 ,,o / / / ~c~, ~ ~
r 1(~ 6 c~ w Q, ~ , ~ ~ ~ r~H~~z _ ~ , i 1
~ / Q~ ' ~ v'/ PR ~
U) i ~ G' ~ r V' &k / ~ ~ i i / r ~ ~ ~ ' ~ , !p •N• ~ ~ 11 +~0 \ ~I ~ 11 '74 l~ s" vA~vE w/ ao ~ 1
~ 20 DRAIN C, IP .N~ ~ PIP~~.~. ~ ~ 1
W ~ 8°x8'x6" TES DI J I , ~ / Q _ ~ V 1 r A V l 0~ EASEME I 11-~-DO
~ ~ ST 110+09.86 / ~ ~ r' CB 10 t- VALVE OX ~ ! - 20' oRaINAcE ~ 1 ! ~ - ~ ~ \ P ~ °sa CB#9 Eq,$EMENT~~ I I i' ~ . ~ ~ / ~ ~
~ ~ - 23 ~ ~ ~ i ~ ! ~,~x \ ,I I ~
2~ oo - - ~ ~ , ~ ~ 1 ( 0 ~3k o ~
/ ~ ~ ~ r _ _ - - ~ . _ - " ~ , - - - ~ A I t ! / A CB~115 1 ~ ~ ~ , I I l ~ - I ~ 5$ ~ ~
~ ~ t.~ 0 ~2 - - - - 6 VACVE W- BT57( - ' a W , a 1 ~ ~ ~ ~ ~ ~ E
" ~ ~ ~ ~ ~ ~ ~ rya ~ a ~ ~ 1 f I i~ , 1
_ . ~ ~ , I I ~ ~ I ~ ~ I I
_ ~i1 - - ~ - ~ ~ - - ~ I ~ ~ A - , ~ 21 - 25 ~ 43 I ~ I~ ~ ~ I~' ; ~ l ~
~ \ - ~ ~ ~ 1 I ~ I ~ I 59 1 ~ ~
~l
_ ' ~ 1 ~ ~ _ ~ j _ - d ~ ~ ti _ _ 1
- ~ \ _ ` ~ % . ' - - - - - a to \ 1 ~ , _ , I ~ i
SHEET f SEE .E SHEET CP2
R\w as' s/w a\w { SYMBOL LEGEND
23'
PROPOSED CATCH BASIN 13.5' 13,5'
'\a p~ ~ \4wP~ ~ PROPOSED SEWER MANHOLE PROPOSED FITTING GATE VALVE 64 HEEL A HEEL RCA
PROPOSED SEWER MANHOLE
30• cues ~ avrra+ ' _ 4 2" 5F8.5A PROPOSED WATER HYDRANT HER TORM SEWER CUL-DE-S TORM SEAR OUTRALL
e" ABC EXISTING WATER LINE - w -
46' R W Z!' B'-6 EXISTING SEWER LINE - s - / ~ No Scale
V/ Ali I/1~W
HIGH PT STA: 13+75.00 HIGH PT STA: 15+24.51
HIGH PT ELEV: 140,63 NIGH 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 o I o i ~ ~ 150
i ° ---------a---- ~ o -o i -c~ ~__o o ~rn-_~--- . - _ _ 1
148 ~ ~ _ _ - _ _ _ _ - ~ 148 - i ~ ~ I ~ ~
o - • y 140 ~ 140 140 140
~ ~ ( I i , P7 d' ~ ~ (0 ~ ~ 140 ~ ~ 146 „ w MH#10 I ~ } w I w 146 CB#10 CB#10 --------__F__.__
' I I ---__._-.~__.__~_cr1 } STA 11 +86.51 (0.00) ___.._...-I-v~ ~ - _-----------a-----v~ c,~- 138 --STA 1, STA 17+56.44 12.25 R ~ 138 ( ) , 138 138 ~_._.....__.___-_f----- 138
m E ti__I___-- j ~ ! _____.l-..____ ~ ~ ~ _ TOP 0 TOP OF CURB 130.63 ~ i
144 ~ RIM 135.92 -f- w -r- 144 V ~ m ; i W INV IN IN IN 129.52 .._~___.___I_._._ i ~ - fi._- 136 -INV Ol INV IN 125.38 ; ~
I ~ INV OUT 129,42 ( ' r•--"= . 1-'..--_._.- 136 -INV OUT 125.18 136 136 136 r_____
142 - MH.~4 ~ I i - i 142 -,PIP
TA 1 + 6.31 0.00 _I ~ S 4 9 ( ) 134 TOP OF CURB 128.46 ~ q _ 25 134 25 LF - I___.._ 134 134 ~ _ ! 134 E
140 I I -i---_.(--_._._..___._.._.__ ~ 1 140 INV f N 119.23 -
I _ - - - 132 1 /r%" i i ~ - - INV IN 119.23 _ I i 18 132 18»ORCP _I_____.____._.....___...-... 132 132. i ~ 132
138 - _ _ - w ; , _ ! 138 - INV OUT 119.03 I w c~~o-~ A _ _ - ' 6_DlP I i
- e - - ---I - 130 i 130 '----_.__-._.__..._..._.__s_ 130 130 --i---_.-_-..._.,_.____.___ 130 , ~ STA150+00.00 0,00 ~
136 - ~ ~ - 136 - ,
_ _ - _ ~__P~C~ --I-- 6" TEE DI M'J _ ~ ~ ~ STA 16+71, ~~2 12$ - 12$ - . _ 128 128 ( ) i 128
134 -I -4a-a-~- _ _ - 134 , j ~ -_-I TOP OF CURB 122.27 ;
- ----m 26 r--- , - -._.-i----- 1 I 126 INV OUT 118.29 ; 126 126 :.1 ~~J`l:~':::C~.::0.5.0~ .1~"~:~C•F---~._..--- 126
_ I , - ~ - 132 _ _ -_____.5~_ __p i _I___--____-- ; 132 1.7 ~ I ; I . s
_ ~ _ ~ M 124 H# 12 124 ~ ~ . 124 124 --~---__i 124
130 - _ _ _ STA 15+23.96 (0.00 _ 130 -1
_ ------..-----____---__L_.____-------L----_-____--- - - j , ~ RIM 142.03 - ~ 122 122 - CB#9 122 122 ! 122
I I ~ 8" DIP 128 _ i__ MH#11 _r___-_--- INV OUT 135.58 128 - ~G C DIP _ STA 17+56.44 (-12.25 L) ~
,,-._Q_ - - --__.__STA 12+82.00 0.00 120 120 TOP OF CURB 130.63 - 120 120 - - „ „ ~ - 120
_._e , a - TOP OF CURB 138.94 ~ _ _ 126 - i ~ ; - - 126 INV IN 125.06 ~ INV OUT 124.86 ~~`~-~-'C:~':;a.•:p~• •
INV IN 131.36 ~ ' 11$ 11$ 118 118 I 118
INV OUT 131.16 ~ - - - 124 _ - 124 6 i I r
- ~ _ I _ 116 116 ~ ~ 116 116 + END OF PIPE 116
I I I __--i- - I 122 __._---__._-__._~._.._._~...-___-____..i._._.__....._.-__..- I _ 1
. rt_ - I __.._._.__----.--'--------I- _._a_ 114 114 --f 114 114 _ - - _ 11+31.00 (0.00) 114 INV END 117,63
8"X "x6" TEE DI MJ I I ~ ~ ~ I ~ 120 -f I 1 -.-_STA 10+09.90 ~ _T I _ - t
112 112 ~ - 112 112 ~ 112
118 -___-.._I t 118 - - I--__ _ - _ I
' ~ 1 ~ 110 f 110 I 110 110 ' ~ 110
T~ 116 i 116
rn~ rn~ ~°N° ~N N°0 ~ ~ co
Lr}~ o°~ co r`'~ ~o co 00 o°~ coN a-~ o0 oa rn~ ui,~ o~ m co ~ r'7prj NN NN NN NN NN
Dam OCO ICJ d'd: c~tp A70j ~di 00 Op N~ N.- NC7 NQi N ~ N'} ~ ~ ~ I`') ~ p'') ~ r~ Pr) ~ M d' ~ d- ej- d' c}. d- rt d' ,d. ~ d' M c- ~ ~ ~ ~ e-^ r r ~
1o+ao 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
DATE: JULY 2008 PROJECT: 05259
~ "'~n T ARp ~ E ( .
P r ~ E ~ ~s 0 i SCALE(HORZ); CLIENT CODE: HODMOR
9.- :~s nnn r~Tnl ~n'1'rr~n r I ®C n w 1" _ 5~}, cAORiI_Ert^05259CP1 ROCKY MOUNT TUVNSP HASH COUNTY
SEAL ~LZM'V rRA BY:
ENGINEERING & SUR PING PC 20106 ' scALE(vERT): 1„_5, SURVEY BY. KP, J® NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TELE: [phone]
/~,~LINE WILSON, N.C. 27893-1726 FAX: [phone] PLANS CITY OF ROCKY MOUNT, N F a ~r IN' T, NORTH CAROLINA REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08 PIN
F RiyG ~vE S. B www.bartlett.us.com CRM 1ST REVIEW COMMENTS 8/15/08 # SHEET CP3
& S~
P:\._CADD\_f_ANDPF'OJECIS\HODNIOR\05259\DWG\05259CP1 401PERMIT,DWG 5/28/2009 11:51:57 AM

NOTES:
EW 8"~ PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER ALL S ER GRAPHIC SCALE
OTHERWISE SPECIFIED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT. GALL ULOCO AT 50 0 25 50 100 200
ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
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 ( IN FEET }
CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF SPECIFIED. 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
SPECIFICATIONS. FOR DETAILED MEASURES.
UTILITIES SHOWN ON PLANS ARE LOCATED
ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE
SHALL CONFORM TO NCDOT STANDARDS AND R NSIBLE FOR VERIFYING THE LOCATION OF SEE SHEET CP2 ESPO ~ ~ ! I
SPECIFICATIONS. ~ ~ r I
H l INSTALL TEMPORARY BARRICADE ~ ~ ~ 1 ~ ~ ~ ~ I ~ ~ ~ I ~ /
8 VALVE & 2" BLOW-OFF ASSEMBLY r r' ~ ' `
~a 30 ~ 29 ~ , ~ ~ ~ ~ 1 ~ ~ ~ t i
I I ~ ~ ~ I 31 ~ . W Q ~ ~ I 32
i 34 37 'i ; a 35 ~ ~ ~ ~ ~ c ~ ~ I ~ w ~ I ~
~ 36 ,L o
1 ~ ~ ~ ~
\ ~ o: a: "x8' CROSS DI MJ ST 11+2 .09 6" TEE D MJ STA 14+58. ` o 0 2-6 VALVE W/ BOX 3-6" VA VE W/ BOX ~ i vE~w TeoX+5s.7 ` R40 R47!5 ~ ~ ~ I ~ ( ~ ~ 1 ~ 1
~ ~ ` \ 1 a fy 1-S," VALVE W/ BOX j
~ ` \ ~ 15+87 0 ~ ~ ~ I { ~7 ~ ~ , 15+00` ~ ,~~#15~ ~ ~ ~ t ~ ~ ~
~ ~ C8~ 2 PIP "Q X13 ~ 00 i R40 ~ 14+ 14+00 ~ ~ 1 CB ~'4 ~ ~ a ~ ~ I I j ~ II ~
~ ~ \ ~ ~ R32.5 ~ 13 pp ,
~ \ ` ~ +00\ ` 12 VC SEWER ' \ +OQ PROP. 8 P t ~ ~ Fw J ~ l I I o~~ ~ ~ i r ~ i' ( T'. 1-l- 50
1 a+ao ~ Mi X13 1 , ,Q. M e „ DI WATER R47,5 ~ ~ ~ DR ~INAC~ h1+UO ~ 2 R40
~ ~ E M ` 13 E # ~ \ PROP. 6 ~ Q~e
~ CB ~,1 _ ` ~ # I WAl'ER R25 ~ 38 CBS?_1 PROF. B D1 ~ Z25 W R32.~ vAwe~ ~ ~ ~ e'R" ' ~ x ,ti ~ W~ ~X MH#15 ~ ~ ti~~ ~
~ ~ ~ (TYPL) ~4-Z,5 ~ \
~ R25 ~ ~ f _ R40 47.5 ~ / ~ I
G P ~ ~24 ~ ~ f E ( ~ ~ ~ ~ ~ l ~ ~ I
~ ~ 't ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ 'I ~ -r'- R~ 0 ,8~ VALE ~ / ~ ~ ` ~ ~
k j 6 LVE ,J CA ~ -t ~ ~ X45° DI M,~ o ` ~ ~ ~ ~ ~ ~ j ~ 1 BOX ~ 2~ ! ~ y ~ ~
- - ~ W/ OX. - STA 10+29J3~~W r° ~ ~ ~ ~ - n? ~ j ~ i~ j ~ ~ 1 E ~ ~ i / ~ j ~ i ~ I ~ ~
- A ~ ~ ~ ~ 6 VALVE, ~ ~ 7 I , , ~ _ . X ~ ~ ~ ~ \ V ~I~ ~ OC m ~ j 1 i ' a~ ~ ~ 1 / ( ~ ~ ~ r
~ S~YMBOI LEGEND ~ Q` ~ ~ ~ ~ ~ ~ i r ~ ~ i
1 i k"'~~ ` ~ _ ~ I Q 1! I ~ 11 l ~ ~ j I
PROPOSED CATCH AASIN I ~ ~ W \ ~ ~ `t ~ ~ ~ ~ ~ ~ i ( I~ i f ~ j~! r ~ l 1 ~ ~
39~. H 1 E PROPOSED SEWER MANHOLE ~ ~ ~ \ / ~ 39 ~ ~ M ~ ~ ~ ~ I ~ ~ 1 ~ ~ I ~ i ~ ! 1 t 25~ ~ ~ ~ ~ , ~ , i '
PROPOSED FITTING GATE VALVE N ~ ~ i ~ ~ \ ~ ~ ~ \ ~ j f ~ l l l i j~ l l i / ~ ~ iz j E 2 ~ ~ ~ , ~
PROPOSED SEWER MANHOLE ® ~ ` ~ ~ ~ ~ ~ ~
PROPOSED WATER HYDRANT ? SEE SHEET CP3 SEE SHEET CP2 i I ~ ~ ~ 1 ~ ~ ~
EXISTING WATER LINE w - EXISTING SEWER LINE - e -
R\W R\W 46' R/W R\W
23' R4 ALL A Y
13,5' 13,5 1\4' PER FT, i\4° PER fT,
i
3C" CURR ~ CUTLER EASTERN STORE! 5~'W ~l~ OUTFACE
2" SE9.5A 1
46' R/W - 27' B-8
Ne Scole
HI HIGH PT STA: 14+45,78
F HIGH PT ELEV: 139,61
PVI STA:14+75.00
PVI El_EV:140.34
K: 32.84
LOW PT STA: 11+26.95 150 150 150 ~ W LUC;150.00
LO PT ELEV: 135.61 ~ o .---=-------~-__-PVI-STAT1.1+51~~5- LL--- - o I 0 150 150 ~ - ~ 150 o -o _ ___._.____-i-_________._
'N O 148 148 148 _ pVt-ELE~/:-135 84 o ~ -o ~ 148 148 148
I I i ~ ---K:1 1,95-----_ ~ _ _ ~
i ' __LSI_C:-!50..0.0 _ I ! 146 146 ~ 146 I ~ i w ~n 146 I I
c ~ _ c~---- i--- ---t13 w ~ ~ 146 _..r_-------- ~ 146 --tl~ C~--- -...~I - U - i
I i U 144 _ - 144 144 ; ----co co ~ - ---r------__i_T m______ U ~ I w ~ 144 144 I' _._i _ _
i i N to I m ' m ~______----1-----------I------- -r-- 144 !
I 142 142 142 ~ ~ 142 142 ~ - _._...i_ 142
CB 11 ~ w ~ ~ ~ _ __t_._.__-.____.___~"~
STA 10+00.00 (0.00 ---r---___-~_ ~ ~ 1 Q I ~.._...W::.-_._ - 140 140 ~ - 140
140 140 140 I -3 m ~ TOP OF CURB 133.70 -._-----~___.___m___..._ ~ - GB#14 i t_._.__.______W_~_~~~~.~, ~ 138 138 STA 10+00.00 (0,00) _ - -138
INV IN 129.73 ( ~ TOP OF CURB 136.50
~f i 138 - - 138 138 ---E- 1-,39% INV OUT 129.48 _ f_______-~_._____-
- INV OUT 130.16 i
136 136 136 ~ ~ E+'~ 0.90% I ~ s ~ ; _ 136 136 _r-.__ 136
~ - - - - I _ _ ~ -------7----- _ _--_._-i Ta-FERN 1 I - ---Y_..____.. __._._________I_-_. ~ HYDRANT 134 134 ~ f 134
134 134 134 . ~ ' 6" TEE df MJ ~
~ ,,..RGp --i-------_ - ~ STA 14+b8.78
132 / _ 132 132 - i i ~ 132 132 132 I ~ f
_ „6-~-: 8 6 CROSS DI MJ - ~-----------__._.T~-- ' ~ ~ ~ ~ ~ 4 6° 45' D! MJ i STIR 11+23.09 ~ ~
130 - ::L~F,:. 1.Q;SO~.~ax 0 130 - -0--SIR ~ _ ~ i - STA 10+29.7 --f-__ HYDRANT ~ I ~ F ~ 130 130 _~1~.1~6~~.~~I=f~;.:~.1 , ~ ~ I
- - ~ . I _2~3~.,.F C~ 0.50 8 PVC,-~ 130
128 128 128 _.1a-3__LF-p-0-5(x- g -80-tF--p- Oho-B-~~ f VC i 128 128 ~ - 128 ~ ~
E ~ T_..__...._..._- i
126 END OF PIPE 126 126 - -~-------I-- 126 126 -END OF PIPE 126
---11+04.00 (0.00 -------------a __._a _ _ i 11+15.81 (0.00 }
i INV END 128.96 i ' 124 124 124 -----__...______-_---_-__.-I--___s__._._..___--~----------__~__-------` -------7- ---I----- 124 124 ------INV END 128.43 124
____..~T_ I I
122 - 122 122 - - i._.....__.._,__ i-- f i _ 122 122 122
_-.I _L___-__.____ r--- ( - 120 120 120
I 120 - 120 120 , I -C-__-
~ ~ r--- i
118 118 118 I 118 118 118
C4 N CO to ~ N ~ O d' ~ c0 to c0 ~ ~ t~ ~ O ~ N d' M CO ~ N ~ t0 N O N ~ {p ~ r CO ~ ~ ~ tD ~ N d' I~
01 dl N M M t~ ~ ~ tD ~ ~ ~ pj r dj ~ ~ N Oi N N ~ r7 M M ~ r~ ~ ~ ~ ~ ~ ~ M ~ M ~ M ~ M d- ~ ~ M d' ~ M ~ M ~ ~ M ~ N N
r r c" r r r r e- r~ r ~ r 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
TL ' R E o~.~., DATE: JULY 2008 pRCJECT; 05259
P 1' ~y ~ 9 CLIENT CODE: HODMOR
_ ~ /'1 /'1 A J 1"~ T l ~'1 / 1 /"1 T / A`1 A 1 [ nT A SCALE(HORZ): _ cAOFi~E: o5zsscp7 ROCKY MOUNT TWNSP NASH COUNTY
~v FIELD BOOK:
SEAL 71'1 ENGINEERING & SURVEIL G PG -U/V\~) 20106 ° ' ® SCALE(VERT), DRAWN BY: RF
1906 NASH STREET NORTH TELE: [phone] 1"=5' SURVEY BY: KP, JB NORTH CAROLINA ZONE:
WILSON, N.C. 27893-1726 FAX: [phone] PLANS CITY OF ROCKY MOUNT, N( J, NORTH CAROLINA REVISIONS: CRM 3RD REVIEW COMMENTS 4/17/09
Nc & sua`~E ,fit www.bartlett.us.com NC DENR COMMENTS 1/7/09 PIN # SHEET CP4
CRM 2ST REVIEW COMMENTS 9/12/08 CRM 1ST REVIEW COMMENTS 8/15/08
P: \._(:;A(DD\_LANOPROJECTS\HOnMOR\D5 59\oWG\05259C;l'1 401PERMIT.DWG 5/28/20099 11:32:01 AM

NOTES:
ALL SEWER 8°~ PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES ANO SERVICES WHETHER
OTHERWISE SPECIFIED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT
ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949. y~Nn~ ALL WATER DIP AWWA C150 MAIN AND 6"b PROVIDING BONDS/INSURANCE IF REQUIRED. 50 0 GRAPHIC SCALE
0 25 50 100 200
IP HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL 0
SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES {F
COORDINATING REQUIRED INSPECTIONS BY DAMAGED. ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY. ( IN FEET )
CITY OF ROCKY MOUNT STANDARDS AND SEE SEDIMENTATION & EROSION CONTROL PLANS 1 inch = 50 ft,
SPECIFICATIONS. FOR DETAILED MEASURES.
UTILITIES SHOWN ON PLANS ARE LOCATED
ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE R/W R/W
SHALL CONFORM TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF
SPECIFICATIONS. 45.00 30,00
4.00 13.00 12.00 - (WtOENING} (E%IS71NG) (E%STING) (WDENING) -4.00
I" 5F9,5A OVERLAY
, 4"PREY I "PRFL I° pfR
_ _
. - ~ ~ r _--~~vE~a~ ENT ~~F B' ABD
~ - i _ _ =
~ / , _ STA. 18+05
_ ' / - - _
- " i~ ~ ~ '~I Q ~ y~_._NEW-RIGHfi TURN LAP RIGH1!'fURN LONE No Sccle
, - APPROACH TAPER = OACH TAPER = 300' -
i ~ _ _ ~ ~ ' BAY TAPER = 200' TAPER = 200' , ° -
~ ~ ~ ~ DECELERATION -°-23( i' CONTROL POIN ~ , LERATION X250' ~ AGE.
N 800736~31~80 ~ U' STORAGE. ~ ~ ~ a ~ - E 2334"(14.7960 ~ ' „ R25 0 ~ _ _
~ .37 NAVD $8) \ / EXIST. 24~WATER LINE Y, ~ _ ELV. 121 ( ( ~ _ o, - _ _ i " R/w R/tY
i ~ / j -S~. o ~ \ , ,
, _ ~--~as.•_~ - 15.00 12.00 _ ! 00 5.00 F , . 4.00 2,
'~.'+~t 1 1 ~ - ~ „ r...~- (WIDENING} (E%)STMJG) {EXtSTiNG) (WIDENING) 4•~ i 1 y. _ - _ t' SF9.5A OYERIAY
- 7~{~~00 ,1-~Op -15=+~0~ ~ 6+~00 w ~ ~~'W.. ~ ~ _ 18+0 r - ---r-- I --n--r- 4-
+ _ - _ , _ - I I' _ I-- _ I' pER F7 F.
_:u _ ~ _ _ ~ ~ _ ~ _ v ~ _ _ - - . _ _ _ r ' oQ~' 2' SF9,SA~ 7. ~ - - - - ~ `Qpa ~ 4" ABC
~ ~ T ~ ....-r- _ . ^ - ~ f S~
- = ~ ' ~ - _ - r' 24"x8" TAPPING SLEEVE - - _ - W VALVE & BOX " STA. 16+80
No Stole
-
_ , NEW LEfT TURN LANE ~ ~ ~ , ~ _ _ - APPROACH TAPER = 3 0' /
~ A ~ NOTE: ~ _ / BAY TAPER = 200' ASPHALT OVERLAY , NOTE: _ - -
~ " ~ ~ PROPOSED ROAD WIDENNI G~ _ STA. 10+00.00 TO STA. 20+05.00 ~ t r ~ DECELERATION,. -250 ~ COt~TRAGTOR- COt~TRAGTOR~ IS REPONSIBLE ~'OR PAVEMENT
' _ (AREA= (8,924 SQ.F STORAGE-='125 (AREA =,t33,51fi SQ,FT.) ~ MARKINGS ON / ~ ~ _ " -MARKINGS ON HALIFAX ROAi~, ~ I
R/w ~ R/w
i
aaoo so.Do zs,a1 Iz.DO Izoo 5.0o s.oo
SYMBOL LEQEND ll~ (WIDENING) (E%ISTING) {E%IStING} (WpENINGj
1~ 1" SFB.SA OVERLAY
PROPOSED CATCH BASIN 4EDIAN - SHADYBROOK DRIVE 1 ' P Ft 1 ' P R fSUND 1" pER F7:
PROPOSED SEWER MANHOLE ~ 7 ~
PROPOSED FITTING GATE VALVE M 2" SF9.5A ~ ~ 3,~ 8" ABC
PROPOSED SEWER MANHOLE .
PROPpSED WATER HYDRANT T
EXISTING WATER LINE - w - EXISTING SEWER LINE - s - STA. 16+27.40
No Scale
Rnv R/w
30,00 30.00
5.00 12.Op 12.00 S.OD 6.00 (WOENlNG) {E%ISTiNG) - (E%I5IlNG} (WIDENING) 4.OD
f" SF9.5A OVERLAY
142 ~ I ~ 142 4" p I ~ 1. pp,R FS. 1" PER Fi 'c
-I- - -------1---__-_ . I ---~--f I -i ~ J. E ~ J,~ , ~,OQ
140 - - ~ -1_. I ~ _ ! -_.__i_-__.-____-__..._I___.__._,..__-____...._____,.-------_-.-..._ 140 cp~ 2° SFS.SA 3~ I i oaf 3, 8" ABC
___._.-_...._..-----I - r ~ I -i I I
138 _i _ - _ _ ~ - ~ I 138 - . -I-----------._..._._..---
i ~ ~ ( i i ~ - - _ I- ---------I--------- -I- , , fi- i 7~°~.---=~'~ - ~ STA. 13+00 TO STA. 15+75
~ I ~ I ~ ( i ' _ _ , 136 ~ < ' ~ 136 No Scale
I----- ~ _ ~
- _ __f_._ _ 134
~ l i v i ~ r ~ i - ~ ~ ~ 1~ - Z I I
_ ._-1_____. _ . ~ I __I _ _ _ _ _
I ___-1. r-- LEE, ED E OG F P~ VEMENT~ ~ 132 R/w R~ c -
L_._.___._._~ i - 130 _ _,,,~-i-I - - 130 30.00 30.00
I RI NT EDGE O ! PAVEMENT ~ i r.-- i _ i ~ - . I---- ~ ---~-----III- I ~ y i ; C ~ r ! I-__--._.._~.-_-.,___--.--- - 6.40 12.00 12A0 6.00
I v__-_._-_L__-______. . 128 - - i _-------C - 128 I` SF9SA OVERLAY
~ ~ -~f i I i ~ ~ -r- _.1 y~ -a i i i
E ISTING ROAD CENTERLINE ' ~ I - - I ~ 126 ~ ~
126 _.__..--------__.------._._.____v-_ ~ _ ! _ ~ r_._n__-__._..-____.~____ ~ i _ ~ SFr
1 , I-._---- ~ 124
1 4 ` _
~ ! ~ ! ~ I 122 STA. 10+00 & STA, 20+05
~ - -_.~__i _ -_-___r - _ _ 122 - I ` E. - _ No Scale
i-_ ~ ~ i ! _ .120
120 ~ ! ------r- ~ - - I
~ E i ! r __----4, E _ F -
118 _ _ _ ! _ _ r.._ ~ _ - - 118 -----_.__r._ ~
' ~ I ~ t ~
116 ~ ~ 116
O t0 O DO N 00 to t'') d- tp DJ N O O OJ rt
T DGE OF `°In N~. rn~ COO Nln ~r NO rn,~, ~N ~o r`~ LEF E N ~ ~ ~ ~ ~ ~ ~ of ~ a7 0 ~ ~ N ~i ~ ~®A~ s~cr~an~s
NO Nr NN N~ NN N~ N~ N~ Nr Nr N~ N~ Mr MN ~N I''}P~j M~ PAVEMENT rN N rN ~N rN rN N ~N ~N ~-N rN r~ r~ ~M i- r r r r ~ r r r r r r r r r r r r r r r M~ M M M M ~
~STA~ ~ - 3TA. 20 Q51
19+00 20+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
00 N d- to (0 N O ~t DO t0 t0 r to ~ ~ ~ CO t•7 Ui to r [D . I~ tC1 M r 00 O ~ ~ ~ i` (D d' o~ Ind ~
RIGHT EDGE OF c0 N ~ N oo N ~ ~ Co ~ ~ ~ ~ r l\j N ~ t~ ~j d' d' Ijj to Uj (0 ~ l0 ~ C\ D'J QJ•' a1 ~ ~ ~ O D e- N N ~ P'7 ~ S}' ~ to ~i ~i ~ ~ ui ~ ~ ' ~
PAVEMENT NN ~N NN NN ~N NN NN NN NN ~N N~ NN ~t'O ~M ~t'') M>'~ ~M ~M r r r r r r r r r r r r r
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
DATE: JULY 2008 PROJECT; 05259
R F , CLIENT CODE; HODMOR
P . ~ - ._-l y T @~~ a ~y g SCALE(HORZ): cADFILE: o~zsscP~ ROCKY MOUNT TWNSP NASH COUNTY
1 = 50 ctrl n annu~
IV SCALE(VERT):1 _ 5p SDRAWN URVEY 8BY KP, JB NORTH CAROLINA ZONE:
SEAL` ENGINEERING & SURVEYING PC 20106 '
1906 NASH STREET NORTH TELE: [phone]
tiF ~c,' ,,Fq WILSON, N.C. 27893-1726 FAX: (252) 399_0804 PLANS CITY OF ROCKY MOUNT, N( J, NORTH CAROLINA REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08 PIN u
1 lot s%www.bartlett.us.com Nc & SU CRM 1ST REVIEW COMMENTS 8/15/08 1F SHEET CP~
P:\_CADD\__I..7NDPROJEC',7S\HDDMOR\Q5259\1.)WG\05259CP1 401PERNIi1F.DWG 5/28/2009 11:28:31 AM

~yN`~q
Y
~ H -tzs~ ~

C 4 o ~ ; J
' i~~~ _ ~ i~ ~'Z~~
® r- I 59
o ; 4g p - _ _ fit 61 60~' ~ '
' ! 49 0 " _ F / . 49 ~ - ,
~ a i 62 ; . ~ 4 '_r
Q? Off, aW
~o a. 4~ / , , .l
~ ~
~ / IPE "F" _ _ -
i
~ IPE " % i i '~DI~ ~ - _ _ _ . j
PIPE 'G" ~ ~ ~ _ ~ ~
~ ASENENT ~ 1 i a1 -1 I ~
~ / 30' DRAINAGE " ~ r t 1
~ ~ i ~ ~
Al ~ - - - - IP ~ ~ ~ dR'~kACf fAS ~ / l ` fMfhl~
C6 A piP DITCH Al CH A2 # f DITCH Al CB# A, P~pf "f ~ ~ P~af "0" ~ DITCH A2` ~
- DITCH A2- DITCH A2 ~ `
p!a f + . tea ~ / C~3 0 11 , \ \ FUTURE` RCND
~ ~ ~ ~ - ~ ~
~ ~ L \
_ ~ 4 ~ _ _ ~ _
^ ~ \ ` \ v _ \
- Rn
MA
~ - 1
SEWS -36" O
PL Vl
142 , ~ 142
i
1---- 140 _ CB 3A ~ ~ 140
# _ ~ _ 138
STA 18+09.40 (13.75 R) - - ro 138 -TOP OF CURB 124.87 , 138 ~ { ~ ~ - 1 ~ . , j
INV OUT 120.86 136 ~ ,_._...._..._.___.-l__- - i____...-_. _ _ 136
136 136 i _
134 II--- 1 r_-- ~ 134 - ------..__j -
_ _ 134 C6#3 134 .__---~i~ , i
STA 18+09.40 -13.75 L ( _ 132 - ~;N ' DI~1 ' I __._a--__-_..__._.__ _ 132 I STA 17+70.31 (20.89 R) ~ I o
TOP OF CURB 124.86 ! _ _.____-e_~_L.._-~__ TOP OF CURB 123.61
132 INV IN 120.72 1 2 ~ r _ - - 130 ; c~i--------- - rn ~ INV IN 120.14 - ~ - ~ 130
INV OUT 120.52 ~ N _ ( _ INV IN 119.33 ~ ~
1 ~ ---------C---- 130 - 30 T 128 II INV OUT 119.33 ~ i 128 -
END OF PIPE I -I- - -
128 - _._m_ 10+98.71 (0.00 } - 128 Q ~ __PIP -PIPE_~~_- 126
~ - V N 1 .16 126 _ IN E D 20 w 8l _ 8 LF I _ ~ ~ _ ~ _ _ .
126 _ 126 t~ i - _ 124 ~ _ t~ 0.50 0 ' ~ --~I---_._.__~ ! . ~ `0 124
- _ ~ 36 ~ _ 36 RC ~ , ~ r
124 - - - 124 =t. !Oq~ L _ ~ _ . - - - - 22
122 .
122 - - - - 122 0 - J _ _ _ _ ~ _ _ ;---c~ 120
_ _ 120 - To TsT t I - STA: -0+56.25 +56.25 `
120 - _ # ~ 120 -ECEP-T21:8~--" PIPE "E' ( ~ - -PIPE- F----_-p~PE F---___.___ _ ~ - ; ~ ; 118
118 - 28 LF PIPE D _
118.--_ - ~ 118 ~ e JT1-C ~ GRADE BR AK STA = 0+29., A = 0+2928 _ 0.50 0 ®Q~50%-__- .T.~_~__- ~ ~
- i_. ~ 116 (~-0:5f3~--.__.------.__ I ELEV = 119.3' ~ ~ ~ ~ 116 EV = 119.370 36" R~ 36"RCP ~ ~__--a._ . _
116 1-8»-RG --MAtNT- 116
J)1IC.~L----_.. 114 - ~ ~ ~ 114 i
__.-J _ 114 ~ 114 I ' i i
112 i 112
112 112 ¢ ~ ~.r~ ~M QN ~N ~N ,._N MN ~,~t7 NI'7
N ~t N d' N N N N ~ 0) to r M) ~ r
r N N tp N N N N N N N r N~ N~ O~ O~ ~ r r~ ~ N N r r r r i- r ~ r r r r r r r r r- r r r r r r
N N N N ~ r r N N N
-2+00 -1+oa -1+00 0+00 1+00 2+00 3+00 3+47.50
10+00 11+00 12+00
DATE; JULY 200$ PROJECT; OS259
1' L N o R ~ CLIENT CODE: HODMOR
P 1' iti . 0 ~ ~~D~ ~ ~ ~ SCALE(HORZ);, cApFi~E; o52sscP~ ROCKY MOUNT TWNSP NASH COUNTY
nnn in~°ni tn-rinn i t~~~ 1 = 50 ~i~i n Rnnu~
\j SEAL arr'E E
ENGINEERING & SURVEYING PC 20106' J ' SCALE(VERT): 1.5 SDRAWN BY: RF
1906 NASH STREET NORTH TELE: [phone] URVEY BY: KIP, JB NORTH CAROLINA ZONE:
4 SINE -1111, y~, c~' •,,F,p WILSON, N.C. 27893-1726 FAX: [phone] ! OCKY MOUNT N ~ T, NORTH CAROLINA REVISIONS: !~sNC DENR COMMENTS 1/7,09 PIN
F P S. gPR~,. PLANS CITY OF R CRM 2ST REVIEW COMMENTS 9/12/08 SHEET CP6
& SU www.bartlett.us.com CRM 1ST REVIEW COMMENTS 8/15/08
A__CAG7D\_,I_ANDPROJECTC\I-IODMOR\05259\DWO\05259CP1 401PDRM(T,DWC 5/28/2009 11:25:74 AM

$1.TI`NOTId$1 f ~ ~ - i -
ALL WORK SHALL CONFORM TO THE CITY OF ROCKY MOUNT'S LAND BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE ADA AND LEGAL DISCLAIMER: DEVELOPMENT CODE AND THE MANUAL flF SPECIFICATIONS AND PUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN, CONTROL THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL ~ ~ I ~ ~ _ ~ ~ ~
DETAILS, POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS,
OF THE PROJECT, LACK OF THE PROPER WORKING POINTS AND ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE MACNdTfC THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALl WORK ZONE GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL CONCERNING LAWS, THE OWNER SHOULD HAVE THIS DOCUMENT DISSIPATOR P,AD '3" , ~ ~ % ~ $ ` ~
KETCH POINT DR 7RAFFIG CONTROL IN OR ADJACENT TO NCOOT OR CITY SUCH PAINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE. RIGHT-OF-WAY. ALl METHODS SHALL CONFORM TO THE MANUAL SATISFACTION, WITH/FES I ~h ~ / N
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT DISCLAIM,~6z $7 ~ a off'` M 0 pORARY DIVERSION
STANDARDS. EXISTING CONDITIONS:. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, THE _ ~ /
1544 CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR EXISTING JOB CONDITIONS, ANY ADVERSE CONDITIONS AFFECTING SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND ~ v v T~?6 o. - $6 1~~ ~ o,~ i
PHONES & LIGHTING, WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, CAK g ATTENTION OF THE ENGINEER FOR POSSIBLE CLARIFICATIQN pR EITHER iN SERVICE OR ABANDONED. THE SURVEYOR FURTHER AGES
(F 2W~ ejJy~e UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM RECONCILIATION, NOT WARRANT THAT THE UNDERGROUNp UTILITIES SHOWN ARE IN ~,W~. 1859 1714 HF~ CLEARING AND GRUBBING SHALL BE DISPOSED OF AT AN APPROVED THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT DISTURBED ACREAGE = 22.201 ACR' = 22.201 ACR ~ ' ~ ' , ' /
1700 m~,~o 1858 RO PERMITTED OFF-SITE LOCATION BY CONTRACTOR, INSTRUCTION $AFEIY, THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM e "PEE ? ~ ~ ~ - - -
Rp THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB INFORMATION AVAILABLE THE SURVEYOR HAS NOT PHYSICALLY ASPHALT PAVING 70 BE A MINIMUM OF 8° CABC AND 2" SF9,5A, SAFETY. ALL PROVI510NS FOR SAFETY SHALL BE SOLE LOCATED THE UNDERGROUND UTILITIES. _ _ 134 4 / R 0 , ~ ~ - - - - ~4
RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALl STRUCTURAL FlLL; ~ CB#1 - _ ~'~~9- i
REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION,
Q INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED. I; I -y , ~ W W ;fi f DISTURBANCE ' ' L//~'S~4 / oo ~ x'
x CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED pFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW I( ~ I( - INSPECTIONS, PLASTICITY PI LESS THAN 25 AND LL LESS THAN 50} AND SHALL i'I ~I _ -r~ ~ I
Mount Rd. ~ ( ~ ~ 4 _ BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8" TO ~ i;(~ DISSIPATOR PAD "4" ~ ~ ~ y~~PR f / i ~ ~ '
= CALL ONE CALL CENTER AT 1 800-632-4949 FOR LOCATIONS OF ;I 17D7 EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO EXCAVATION, 10° LOOSE LIFTS AND COMPACT TO 95% OF THE STANDARD / , `$2-- WITH FES ~ 0
IT M TR I~ % PROCTOR MAXIMUM DRY DENS Y, ASTM D698, THE OIS U E ~ ,II ~ ~ CONTENT OF THE SOIL SHOULD BE MAINTAINED WITHIN t 3 / -F ~
P N t PT. III $1 EXCAVATION AND GRADING PLAN NOTES: PERCENTAGE POINTS OF THE 0 TIMUM MOISTURE CO TENT 13,13 III ~ ~ ~ , % i o / a
ALL AREAS NOT COVERED BY PAVING TO BE GRASSED, LANDSCAPED DETERMINED BY THE SAME TEST, OFF-51TE BORROW MATERIAL TO ~ II OR LEFT NATURAL AS INDICATED. BE OBTAINED FROM A PERMITTED SOURCE, - " -r-_'6- - I ~ a ~ ~ "1 ~ ~ X-
® ~ CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY \ i ~ / ~ t 136
LOCATION MAP COMPANIES OR FIRMS HAVING FACILITIES ON pR ADJACENT TO THE ~ ~ , -!~4
SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, NOT TO SCALE ADJUSTING OR CONNECTING TO SAID FACILITIES, CONTRACTOR , - LIMITS OF ' ! ~ - ` ~ ~ r a' i ~ A a ` -F yy 137 _
SHALL RAISE OR LOWER TOPS OF EXISTING MANHpLES AS REQUiREO TO MATCH FINISHED GRADES, OISTUR9ANC~E'y, _ - _ _ , ~ ~ e ~ ~ ,b, . 13PR P 8" PVG SEWE \ . ~`0~ ~ ~ ~r ` ~ e, ~ ' a ROP. 8" DIP WATER
~ . n ~ ~ - DISSIPATOR PAO 6
I ~ NTH FES DITCH A2 NOTE: SEE SHEET OT1 I:OR CONSTRUCTION SEQUENCE , , • I y~~~a~vE~ ~ 4 o- ~ r' ca~3
• , • , . ' ' • , , ' ' , ' ' • , , ' I ~ t DITCH A ~ ~ i SEE SHEET DT2 FOR CALCULATIONS , , • • , , • , . • , , , , ~ . ~ ~ RECRADE Exls'nNC ~ ce 3
~e, DITCH ANO PROVIDE' _ PIPE
. , , , , ~ EXCELSIOR MATTING ~ _ m ~ . ~2°`
SIGN CON OL LEGEND , ' i` ' ' ' • ' ' • • . • ' , ' ~ • , , ' • T ; `'~r+:w ~ e " I ~ . a?s, ~ • 1 FUTURE POND ,rJ~;' ' ~ A ~ ~
• ,r l _ , , , , ~p "~y1" i ~ Q i
ELF_~v- EXISTING CONTOUR • , • . , • • • ~ oR ~A ~ ~ Ili' AR l ~ • • - DITCH A2 RS/ 0~' 14•$~ I~A~ / Pi ' # - -
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' ~ FUTURE _ _ ® N ~ _ - - -~~V- - - r2 V- ' ~ - \ ~ ~ ® °tim' ~ ~ ~ \ 1 r'r%",-- N: 808351.23 - ' y,~ \ ~ ~ ~ ` ~ / E: 2329748.44
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' ~ SOCIATED ' ERMITS r 0 D ~ - _ ,.r - ALL AS ,P - " ~ IMTH FES v '!rw \ s l , ~ , _ ,
\ WILL 6E CONDUCTED BY THE I~ - - _ - - - ti ~
~ ~ CITY OF RaCKY MOUNT r IMITS OF ~ - r~ ~ •n---- i ~ ~ , ' _ ~ ';j DISTURBANCE ~ ~ G ~TURBANCE - 214 i ~ ~ ~
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i = ~ ~ FOR DISTURBE0 ~ CHECK OAM ~ 80 0 30 8D ~ 120 ,r 240 ~ ' CHEC ^ _ _ -AREAS OF DITCH CHECK DAi~ ' _ Certification by the Director of Planning and Development and the Direc#or of Engineering that { _ _ _ _ this planned building group/construction plan conforms to the preliminary plan approved by the
- _ - , ~ ~ ,r _ _ ~ _ _ DRC on !date) and meets the standards set forth in the
Land Development Code.
(IN FEET )
1 inch = 60 ft, Director of Engineering Director of Planning and Development
~ti pt n~~ DATE: JULY 2008 PROJECT: 05259
T L ~ R f ~
P 1' 0 I~ ,a~ SCALE(HORZ): CLIENT CODE: HODMOR
~ ^ 1" = 60' rcDnlLRnna5259CP1 ROCKY MOUNT TWNSP NASH COUNTY
-""SEAL ` ENGINEERING & SURVEYING, PC 2010 L-Mmlvl %41 11 1 1/ %J" 11 SCALE(VERT): DRAWN BY; RF, JM SURVEY 8Y: KP, J6 NORTH CAROLINA ZONE:
u c 1906 NA STREET NORTH SH TELE: [phone]
ti l WILSON, N.C. 27893-1726 FAX: [phone] CITY OF ROCKY MOUNT, NC EROSION CONTROL PLAN IT, NORTH CAROLINA REVISIONS: QNC DENR COMMENTS 1/7/09 PIN # SHEET SE1
CRM 2ST REVIEW COMMENTS 9/12/08
& SU #p,,,,,,,1% www.bartiett.us.com CRM 1ST REVIEW COMMENTS 8/15/08
P:\_CADD\_JANDPROJGCT>\HQDIvi5R'\05259\DWG\05259CP1 401PERMIT.GWG 5/28/2009 11:20:46 AM

HACNg7~~C ' ~ q , ~ 88 I
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' ' . ' • ' ~ ' ' • . ' ' • ' . ' ; ~ ~ ' ~ ~ TAR-P;~ - f _
' ' ' • ' ' ' ~ ' ~ • ~ I PROVIDE BYPASS PUMPING • • • ~ ' / 1 ~ ZON • DURING CONSTR CTION BYPASS PUMPING ~ i \ \ \ ` c coNSTRUCT1oN BUFFER - - " - ` ~ ~ ~ LEVEL SPREADER~3~
' ' • . , ' ' , , ' ^ E 2 TAR-Pq ~ ~ ° SEE DETAILS SHEET DT3) ' ' ' • ~ euFFER t :TAILS SHEET DT3~ - i ~ + may/ ~ ~ \ \ \ ` ~ \ ~ 1
, FUTURE j ~ ,;y,,~ "rs n1 - ~ ~ .T ~ -r:.'~- " ' f / - i' ~ ~ 4 ~ -
koa DEVELOP ~1T ~ _ _ ~ - Pc;1~+~~. . • ZONE 2 TAR-PAM . , . ' N ~ ; : ~ _ DISSTPATC~t PAD. ~8' ~ ¦ ~ ~s a w~~ d~ ~ ,.~V~ , . , ` ~ ~ ~ GRIT ENE 2 TAR-PAM BUFFER ~ ~ ~
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- - _ - ' ~ \ / - ~ `fir .f` ` ~
~ ~ \ ~2~ _ _ 1 Qp ' _ ~ ~ 214 _ 1 r ~F~~ ,
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~ ` ` ~ ~ 1 ~ - TEMPORARY ~ ` ` ~ E 2,3341 4 7960 - ,FOR DISTUR8E0 ~ ~ R TION
, ti _ _ _ ELV~ 121.37 (NAND 88) ~ Y coNST uC .,4- - _ _ ~ ~ AREAS OF DITCH ,CHECK D ENTRANCE CRM ~ CHECK DAM UCTION ~ PRQVIOE TEMPORARY , - ~ ~ ~ ~ ,,~'f aR CE CRM X32' EXCELSIOR MAT111~G- , ~ /
ti _ s ~ DAM STANDARD 3.17 - _ - ~ - - - -11-2 _ _ ~ v~ G-CHECK _ _ RD 3.17 ' ~ FOR DISTURBED ~ ~ ~ ~ ~E 2333969 _
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FOR DISTURBED ~ , ` CHEC • % ~ _ -AREAS OF DITCH i CHECK DAN % _ _ _ _ _ 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 plan approved by the
„ / _ _ ~ _ _ ~ ~ , DRC on (date) and meets the standards set forth in the
(IN FEET ) I inch = 60 ft. land Development Code.
Director of Engineering Director of Planning and Development
DATE: JULY 2008 PROJECT; 05259
~ p R F ( CLIENT CODE: HODMOR
P iti C ~ SCALE(HORZ);, ~ CADFILE: 05259CP1 ROCKY MOUNT TWNSP HASH COUNTY
~ f 1 C ~ F,(1 nri n nnnv.
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SEX - ENGINEERING & SUR G PC 20106 SCALE(VERT): DRAWN BY; RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE;
EROSION CONTROL PLAN M f U 1906 NASH STREET NORTH TELE: [phone]
c~ i ~ , 6 SINE WILSON N.C. 27893-1726 FAX: [phone] CITY OF ROCKY MOUNT, N( J T, NORTH CAROLINA .REVISIONS: ANC DENR COMMENTS 1/7/09 PIN # SHEET SE2
hpE+`ewww.bartiett.us.com (TRIBUTARY AREA-~)) CRM 2ST REVIEW COMMENTS 9/12/08
& SU CRM 1ST REVIEW COMMENTS 8/15/08
P:\_CADD\_..LANDPROJEC:TS\HODMOR\05259\DW(,'\C)5259CP1 4011'ERMIT.DWG 5/28/2009.11:18:45 API

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LEVEL LIP LEVEL SPREADER DED INTO SLOPE TO OF SPREADER ADDITIONAL EROSION CONTROL NOTE;:
CONCRETE LEVEL PREVENT SHORT CIRCUITING, HEIGHT 3" LAYER OF SPREADER SHALL BE 6" ABOVE NATURAL y57 STONE i. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN THIS PLAN, THIS PLAN DOES NOT PERMIT THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE,
GROUND. I ~6"~ 2. APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE GiTY OF ROCKY MOUNT ONLY, ADDITIONAL APPROVALS (SUCH AS
401/404 WETLANDS, ETC,) MAY BE REQUIRED PRIOR TO AUTHORIZATION TO BEGIN CLEARING AND GRADING, COPIES OF ALL
GENERAL NOTES TEMP. D1vERSION ADDITIONAL APPROVALS MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT, SEE EXCAVAT1pN BERMS ANplpR
~a _ _ , , TYPE e 1 FL jfD I 1 _i i ~ ~ _ TYPE A AREA UNDER EMBANKMENT SHALL BE LLEARED, GRUBECD. L DE uEARrD, aeusDED. ~ CRpSS-SECTIDN ~ SEDIMENT FENCING ~ 3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES, THE APPROVED SEDIMENTATION & AND Roar Hai. THE PnaL SHEET ~ pF 2 3 EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL Bf PUT IN PLACE
• , CIF ~ ~ I~~' ~--~-~~I ~ - ( ~ PiPE OUTLET TO FlAT AREA, WITH NO DEFINED CHANNEL PIPE DUTLEi TO WELL- DEFINED CHANNEL AND sTR1PPED pr v£GATArION aND Ro07 ea,. THE c~9L " ";~~,r.:°,;;u~ F(/$~ (~_I ~ I`~ i -1 ~ ~ ~ AREa SHALL HE CLEARiD. ~OW II _ _ ( 3' WIDE STRIP OF prERp~7S NOR 07ANER OwODDV vEGA A1~pN ASAVELBC ASRE :MeaueHEuT seau aE rREE o ~ AS NEEDED TO INSURE THAT NO SEDIMENT !S RELEASED FROM THE SITE.
0 = i FILTER FABRIC OVER S1ZE0 STONES, RUCKS, pRGANIC MaTER1AL OR OiH ~'CF~ .,16" O pBkCT@NaBLE MATERIAL. THE EMBANKMENT SHALL BE ~ I.. ~ Q ,EGA7AilaN AE wCEI AS ~ ~ RcANic MATERIAL oR oiHER 4, EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING ACTIVITIES BEYOND THAT EMeawcMENT sHaLL DE ~ NECESSARY TO INSTALL SUCH MEASURES, APPROVAL OF CONSTRUCTED EROSION CONTROL MEASURES SHALL 8E OBTAINED IN
F FA RIC WiTH O ~ CpNSTRu[iDEDY TRAVERSIMG WITH EOUIPHENi wN7LF REIN W INSTALL 3' WIDE ALTER B CONCRETE TER A A ~ m EOUtaMENr wH7lE 6EIUa ~ i ~ 1~I ~ WRITING FROM ENGINEERING DEPARTMENT STAFF PRIOR TO SITE CLEARING AND GRADING,
3„ LAYER DF X57 STONE TO PREVENT ~ O O SEDIMENT SMALL DE REMOVED AND THE TRAP RESTORED o B~p ITS pRIGANAL DMENS30N5 vHEN 7HE SEDIMENT HAS AND THE TRAP RESiDRED is N THE SE D1MENi HA$
EROSION d 0 B ACCUMULATED ip ONE »ALf (121 iNE DESSGN DEPTH Or CHANNEL BOTTOM TRAP. REMOVED SEDIMENT SHALL BE DEPpS1TED IN A St " ^,,...,,.,.i R UPLAND AFCA rN SUCH A MANWER MAi lr tfILL NOT ER{7 2t THE DES1fiN DEPTH aF THE / S, COPIES DF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED aL aE vcPaslrED iN a smTAaLE AND EASILY ACCESSIBLE DURING CONSTRUCTION, THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION cR MAi IT tfICL NOT ERpDE.
ONC poR O 7HE TRAP SHACL BE INSPECTED Af TER EaGH RAINTALL E LEVEL SPREADER MI I~IIMUM QIMENSi V I Q AND WEEHLY Fi A MtN7MUM SEDIMENT iRtA$ SHALL BC D arTER eaCii RaINFau evENT } ~ ~ CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC, EDI"ENT tRAPS SHALL BE IN$PEETED / i
I~....,..,_...,W,....,.~.",.WM°~,.....,..,.~,.~ I ~-.w.,_..........,.~....,, ttAIIE AS NEEDED PUN t7E1r CD DA1tY DURING PER70DS Oe ACi)vE GRa?ING. REPAIRS Sr # ; MAINTENANCE Off' ALL cut aND AND FILL slaves SHALL BE 2a aR rLATT@ IvE aRanIMG. REPAIRS sHau De CpMRACTED 6. CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT PERSONNEL MUST BE GRANTED ACCESS UPQN REASONABLE REQUEST TO EARTH EMBANKMENT
' CATION 1 REQUIRED , ~ Cl~j ]r $EDIMENS TRAP 1S IN USE 70 DAYS aR LaNGER, EMagnuRMEN I'0,.,"..°,..,.,.,_.,~~„_„ _~_"__.1, a,....,„._..,._,...m,.~.."__..,,p..-_.,-_ ~___i INSPECT LEVEL SPREADER AFTER EVER RAINFALL UNTIL PUN NEtY s sHau DE 2a aR FEATrER. I J j ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION AND EROSION CONTROL ADEQUACY, DArs oR LONGER, EI+DAnar,ENrs ~ / / SEE WEIR CRpSS-
1 1 'FLOW ' DEPTH LENGTH ~ ~----~•a SHACL BC SCEDED pR aTNERVIS[ PRUPCktr SiaAIL12C0. I " , r"„_ VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE NEEDED L.._., _ i a SraRACd AREAS A2E SNavN REC7AnGULAR FOR ILLU$iP.ATION PRDPCPL+ siASaltED. SECTipN, SHEET 2 7, IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITf SEDIMENTATION, THESE PLANS c"iau~RRUCitoimSiR`~E'cu'aR " MUST BE MODIFIfO AND SUBMITTED TO THE DEPARTMENT OF ENGINEERING WITHIN FIVE BUSINESS DAYS FOR APPROVAL AND
REPAIRS, AFTER THE AREA HAS BEEN STABILIZED, MAKE Paav9s[s DNLr, sraRAcE NAr AE EausTRUCrcD IN IRREaDtm i I Q ~CfS 1 ~ ) ~ 1 PERIODIC INSPECTIONS AND KEEP VEGETATION IN A SHAPES, NavEVER, HtwxuH sTGRAGE Hosr DE PROwDED AND L[NGTM TO VIDTH Rn11C OF 2d NUir B£ MAINTAINED IF LCN ~~r H~usi~teEAlROaiDE~ cC~cTU - - ~ ADDITION TO THEIR RECORDS,
# HEALTHY, VIGOROUS CONDITION. ar rtov IS uMITED, SEDIMENT rervCE aarrL[s SHALL BE ust M""""READER #1 ~ 32 I 0.50 I 42.0 I I }o jp,CREASC I.ENGiH ar SRAVEL AkD SETTLING EFFICICNCY ~ LEVEL SP....~.....,,m"._..~~.-_~,,.,_..._,~.~m~.._~T..._.-._m_,_,,,s."~..._.._~_~ d y -_L. ONCE 2AFFLC$ SHALL OE USED ANn s¢rTLI"c EFFICICNCY' s 8. SITE LIES IN FL000 ZONE X, PER FEMA FIRM /ry~ 3720383000) DATED NOVEMBER 3, 2004, HE SHAH 9E 3v0n CE. PER ° ~°S °p ~~o ~ ii
( 42.0 I I II NIN1rAlN REOUIRE? SipRACti vOLUHE SHALL BE 3609 CF. PER LEVEL SPREADER #2 I 3.1 0,50 f UNEGVERED ACRE Im~-'~"-~~'~~~"~n •~~41TM ~ ~+""s "~~~~~"~~i I I vE1R LENGTH SHALL BE DESIGN[D FOR iNE TOTAL DRaivAGE u POR THE roTAL nRAAUACE AREA. °°g°O~ ~ 6' MIN. FOR EARTH DURING CLEARING/GRADING ACTINIIES:
LEVEL SP .t» 1.3 t 0,50 32 0 .MM.M READER #3 Y. -,M..,-.-_....,..,-,__..,_..,......,„,...„„„._„[._~.___._.,...'......__..._,_, SECTION A-A BUT SNALC Nqi B[ LESS THAN HiN. LENDtH SHOVN ON THtS S d PORWS O4FTEL$ ARE is HE INSTALLED 3M PCCIXR?ANCE VI1N STANDARD DETAIL d23. H. LENGTH SHOw++ DN Tuts su[Er og°go° EMBANKMENT aueD °g°8° a. ENSURE THAT EROSION & SEDIMENTATION CONTROL PLAN IS KEPT ON SITE AT ALL TIMES IN AN APPROPRIATE PERMIT BOX, ciao aza. Doo o„~~ i}u'~cT aaapN b, PLACE SILT FENCE PRIOR TO CLEARING/GRADING, CLEAR ONLY ENOUGH TO INSTALL ALL EROSION CONTROL MEASURES AFTER
SILT FENCE !S INSTALLED,
PROVIDE GEO7E%IRE UNDERUNER OR GRAOW GRAVEL FlLTER SECIIQN 8-e 14' MIN. - p57 WASHED STONE RE091N0 MATERWJ c, AFTER ALL EROSION CONTROL MEASURES ARE IN PLACE, CALL THE ENGINEERING DEPARTMENT FOR INSPECTION OF EROSION
LEVEL SPREADER DETAIL CONTROL DEVICES,
NOTES: PRONDE OEOTEXRLE UNDERUNER OR OMDEO OAAVR, FlLTER SYMBOL DICT1 NO SCALE ia° MIN, - peT wASNE9 sTGNE eeoolNC MA1ERUl) (1) d = 1.5 TIMES THE MAXIMUM STONE OIAML-TER, BUT NOT LESS THAN IJICTURBED AREA ~ MIN. WEIR LENGTH d, UPON RECEIPT OF WRITTEN APPROVAL OF EROSION CONTROL IMPLEMENTATION, BEGIN CLEARING/GRADING ACTIVITIES, IN (ACRES) CPT) ACCORDANCE WITH SECTION $Ot DF THE CITY OF ROCKY MOUNT LDC,
SIX (6"j INCHES, NpTE, THIS DESIeu Is FnR MastMUH DtsiuaeEn AREas ar e. IF OFF SITE SEDIMENTATION IS OCCURRING, IMMEDIATELY INSTALL APPROPRIATE CONTROL MEASURES TO STOP IT AS t 4,D FIVE ~5> acRES nR Maxr+uH iaTaL DRaIuaGE AREA NECESSARY, A REVISED PLAN MUST BE FILED WITH THE ENGINEERING DEPARTMENT WITHIN 5 BU51NE5S DAYS, ANY OFF SiTE 2 ~ G.0 [vE~NiF °FOR Laa~ERa~is~ °Ren.cES ne oea°NZA"cE SEDIMENTATION TWAT HAS OCCURRED MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE REGULATIONS,
(2} d t = i' ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK (WHICHEVER IS Lf5S,) 3 8,0 aREas, usE TEI,PDRARr scmHENT aastr+s oR RDaR f, AFTER CLEARING AND GRADING ARE COMPLETE, IMMEDIATELY STABILIZE ALL DISTURBED AREAS WITH SEED AND STRAW (AND DAMS DR REmtce DRAINAGE ARea er uslNC FwutPLC NETTING, IF REQUIRED).
(3) Lat= LENGTH OF RIPRAP APRON, (TO OSTNN La, USE FIG. 8,O6o 4 1D,0 SEDIMCNi TRAPS. 5 i Z.0
FOR TYPE A INSTALLATION AND FIG, S.O6b TOR TYPE B.} REFfR T0: _ . . , _ , _..,m_.._.,. , _ . , , _ NCDENR ,,F'$ 510 D SEDUh1EKT ~4C~IR4I~LANNING ANO DESIGN MANUAL. DURING CONSTRUCTION ACTIVITIES:
i j IDISSIPATOR PAD/OUTLET PROTECTION SCHEDULE ~ ~ ! ~ i o. ENSURE THAT ALL PERMITS AND. APPROVED PLANS ARE KEPT ON SITE IN AN APPROPRIATE PERMIT BOX, b. ENSURE THAT NO SEDIMENTATION IS OCCURRING OFF SITE, SEE ABOVE.
_~,~.._,,~~.,,~..._...,b.~,.,,~3~,w,..~.~,._.~,-M~I.M."-.,~.,.,...~_..~.__._,_...._,.. ~ _.~._.__l_._..._,..".~_-mm___ _ _,.._I CULVERT OUTLET PROTECTION TEM~E { ! 1,(NYDOT METHODD~ ~ ~ l , I _m ,~__,___~..._~__m."_ .,_.,w"_"-,...~.. 1..____..~,.....,~,"...-._.._._~w"..-..__-s__-..____...,__n_-.._.~_.,,__"_~_.,,_..,,___.._; REV SiQN APPRO ED STD, NO. REVISIONS TEMPORARY SEDIMENT TRAP (SHEET L OF c. ENSURE THAT ALL APPLICABLE ORDINANCES AND PERMIT CONDITIONS ARE FOLLOWED,
i ; i ~ i ^NUMBER I APRON ~ APRON {STONEI D50 i ~ F KY N - C 0 ROC MOU T 3,22 I T n t/ I ~ P V D STD. NCI. d. AFTER ROAD BASE IS INSTALLED, THE DEVELOPER IS RESPONSIBLE FOR PROVIDING TEMPORARY STREET NAME SIGNAGE. UPON C I I Y L1 ~ R ~ C I~ Y M Q U ~ T _ INSTALLA710N OF CURB AND GUTTER, PERMANENT STREET 51GNAGE (STREET NAMES, STQP SIGNS, ETC,) MUST BE ORDERED
1 PIPE DISSIPATOR~ Q(full) I Q (10)~V (full) V (10) PIPE DIA, I d OF ;LENGTHS WIDTH CLASSEDEPTH" ST+7NE J ~ I N CIE e T -__-.__~_._~_..~~.~..~."~„_.~,~r___~,.~~~~~.~_ ,,."._R.;.,.......,~._~.-.,....,..~.,~._.. ..~.___~~_m...,~.~~ ~ ~ , DEPT. 4F ENGINEERING DATE flE IS ON c C 3,I THROUGH THE CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT,
' ? ~ HES ON ~ La PIPES FEET FEET STONE INCHES SIZE ' (OUTLETi PAD # CFS . CFS i FPS 1 FPS INC IZ E { i i I 01-31-03 DEPT , ~ E E N ~ I N E E R I N ~ .ATE REVISION e, FOR PU$L1C ROADS, PERFORM TESTING ON SUBGRADE TO CONFIRM, OR MODIFY, PRELIMINARY PAVEMENT DESIGN, TESTING OJ-O3-O] - SHALL SE IN ACCORDANCE WITH CiTY STANDARD SPECIFICATION 02225,1,06 AND GEOTECHNICAL REPORT PROVIDED BY A
5 3.75 A 18 2 6 I 1 S 1 a 4:58 ' 3,17 , 3.72 ' 2.59 ! 15 ~ 1 14 1 1 ~ - ' REGISTERED PROFESSIONAL ENGINEER. APPROVAL OF THE REPORT BY THE CITY IS REQUIRED PRIOR TO ACCEPTANCE OF PROOF ROLL.
R 2 _.:__,790_~~ 122: 644 a.99,...L_._ 15 _~.1_m,~_~~. 4.,,.R_. m_a-`'_.,-I.. 3,75_ .A_ r..9~ r 2W'6..,_~;°
0 " 3 ! 7.42 5.45 ? 4.20 ; 3.09 ~ 18 ~ 1 ¢ 4 ~ 9 ; 6 ' 4 50 [ A 9 $ 2°-6" i _ CONSTRUC110N NOTES:
M! 4 t 7,42 3,44 ~ 4.24; 1.94 j 18 1 1 14 1 1 6 1 454 A 18 ; 2"-6"°-! i,.. 5 47__ i ~ , ALLfMPROVEMENTS SHALL CONFORM TO THE CITY OF ROCKY MOUNT'S LAND DEVELOPMENT CODE AND THE MANUAL OF
~,10 ~ 4D.11 16.66 1 5.67 ,L_._,.3~ ~ 6 . ~ ~ ~ 22,5 „ . ~ . ~ . " , 9,00 B 22 5"-12" , „._m.~ , 1 r._ _3_~._. 5 x,,._3,75 ~21r:~i~ SPECIFICATIONS AND DETAILS,
456 3 51 3 72 ~ 2.86 15 J 4 ~ - ~__-.,,~._..~..W .,-n__.. t . n_ .M , i _ 16 1 4 1 ~ 5 ~ 3,75 I A 1S 12.r-6H { PROJECT PLANS AND BENCHMARKS ARE BASED ON NAVD 88 VERTICAL DATUM AT NAD 83 HORIZONTAL DATUM TO THE ACCURACY
B 7 4 56 { 311 , 3.72 ; 2. ~ 1 - T ~ - _ ,L.u...rvv.._,...",.__,.. , ...I,.."_~,__~. _ S Y M BBL SPECIFIED IN 21 NCAC 56,1603 (CLASSIFICATION OF BOUNDARY SURVEYS), PARAGRAPH (1) LOCAL CONTROL NETWORK SURVEYS (CLASS AA) AND 2t NCAC 56,1605 CLASSIFICATION OF VERIiCAL CONTROL SURVEYS PHARAGRAPH (i) URBAN AND SUBURBAN
AA ; . " "8 13197 47 69 13 01 ~ 3.80) 48 - i 1 i 4 ; 3 { 20 I 12, 00 A 18 2 tS s _ I ' I t NI VERTICAL CONTROL SURVEYS (CLASS A), WHERE THE CORNERS ARE TIED USING GPS SURVEYING METHODS, THE PROCEDURES
a I , ) ! ! C iJ I V S T ~ V l~ T 1 U I V 4 REMOVE AND PROPERLY DISPOSE DF ALL FREES, BRUSH, STUMPS, AND OTHER DHJECTIONABLE MATERIAL. La LENGTH MULTIPLIER X DIA E E _w.-, --.r_- _ _--j 2, ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS. cARRV RIP RaP uP USED SHALL CONFORM TO 21 NCAC56J603 GLO$AL POSITIONING SYSTEM SURVEYS, THE POSITION S 4F $OTH THE REFERENCED SIDES aF satLLwar s• NIN. CORNERS AND THE MONUMENTS USED SHALL BE SHOWN IN X (FASTING} ANDY (NORTHING) AND Z (ELEVATION), THE
x PIPE DIAMETERr _ T ~ i I , _ , _ _ , ~ S ~ ~ C I I~ I C A T I U N S 3, ENSURE THAT THE TOP Df THE DIKE IS NDT LOWER AT ANY POINT THAN THE DESIGN ELEVATION WIDTH = 3 TaP aF seR"' z' CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A MINIMUM OF TWO (2) PROJECT CONTROL MONUMENTS A5 SPECIFIED ~~y`,~, ~ rrREEDaaRD,TD+. HEREINAFTER ARE INSTALLED BY A REGISTERED PROFESSIONAL LAND SURVEYOR AND SNALL SE FIELD LOCATED BY THE ENGINEER.
Tpl ".__R Q 10 VALUE Tq DETERMINE MAX REQUIRED APRON LENGTH FOR MULTIPLE PIPES { ( PLUS rHE SPECIFIED sETTLEMENT, _ _ ( ) , 1* PIPE WITH HIGHE ' " " " i 4. PROVIDE SUFFICIENT RtlOM AROUND DIVERSIONS TG PERMIT MACHINE REGRADING AND taP CGEVAi[pN aF $taRNWATER _ ~ 4! ~N p`~ " sLOaE z~ ALL MONUMENTS SHALL BE CONSTRUCTED OF CONCRETE AND BE AT LEAST FOUR (4) INCHES IN DIAMETER OR SQUARE, NOT LESS 5'VASHED p DR FLAiT£R e ~ u ~ srDNE 06 z THAN THREE (3) FEET !N LENGTH AND INSTALLED WITH THE TOP FLUSH WITH THE FINISHfp GROUND, EACH MONUMENT SHALL
WIDTH =1,5 x DIAMETERS OF FARTHEST PIPES + DISTANCE BETWEEN PIPES (FOR MULTIPLE PIPES)I _ _ : _ _ _ cLEANDUr, 'I!1 III-_-- `Ta>r D~sIaN sEDIUENi sTaaarE DE?rH ca MIN) 1 ~ HAVE A STANDARD METAL PLATE IMBEDDED IN ITS TOP OF NON CORRODIBLE MATERIAL MARKED PLAINLY WITH THE BENCH POINT,
• 5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS ]T WILL REMAIN IN ''l;, IIL~II~!I_Ilrl~ ~ I L==111=III=1 I I=f 1(- PLACE LESS THAN 30 WORKDJG DAYS, '~_-Ills{11=I1I -f_TI=11L(_ i ~ ~ 1, Ell- ~ a MtN r Mr '~`Ti ~ Oo lo' rslm. THE MONUMENT NUMBER AND IDENTIFIED AS A PART OF THE CITY OF ROCKY MOUNT GEODETIC CONTROL SYSTEM, THE PROJECT
_ - - _ 1_Il ~lll-~Il~l~li~l p p p ~p ? p p ~ ~J~- III- i 1-. - Der 1=11L(_ ~ CONTROL MONUMENTS SHALL BE LOCATED ON THE STREET RIGHT OF WAY TO FACIIJTATE CONSTRUCTION CONTROL BUT MAY BE III'li~~I - a' rtte~ ~ _ - - ~ INCORPORATED AS A PROPERTY CONTROL CORNER, 1N ALL CASES THE CONTRACTQR SNALL PROTECT PROJECT CONTROL I~II_i11=. ~ 11NE HALE ~ ~ ~ q~ D
;TEMPORARY SEDIMENT TRAt' JIIHEDU~E i ~ i MA~~T~~A~C~ INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY -TrfiLl- r'll S70RF .-.,..W.... t.. ...I„,.._.._~~,.,,,r-„~,..-.. .,....._I".,,_".,...."~.,-".-..__i..._ ~,_.,I ...~.,..~..~....,,n.... 1,-.,."_ MAxtPUM LEVCt 9r - -!I 1 i_IfFll ~Ii sTOeaeE DERm ! ~ p 0 ° o > MONUMENT(S) FROM DISRUPTION DUE TO CONSTRUCTION OPERATIONS, THE NORTH CAROLINA GEODETIC SURVEY CAN BE REACHED -!I 1 i=11Fi1 • ON THE WEB AT www.ncgs,state.nc,us.
TOTAL~DISTf1R8ED, REQ ~ ,WEIR 1 PROP REQ PROF AREA AREA "PROP REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE CAREFULLY sEDn+ENT cOLLECrmN ~I~il_iIL=_{{-{~l~l III_I H__._-,., ~..~-.".w. ~ ~ ~ Irnil lir_~I ~~Ille ~"'"x j"""'"'"""""""""""1""""' , 1 I " ! i CHECK DUTLE'TS AND MAKE TIMELY REPAIRS AS NEEDED, WHEN THE AREA PROTECTED IS Palen t0 aEAwOUT I ~11=11L=H-IL`-I~III=111-Ill~lf~-1~I= _ _ _rr~fTl= _ _ -ifl- ~ f_I1~11-fT1=111~1I=T~lE :~ii~aE!r~i~'li~r~~~il~~l~~i'--Ilii'!'Iii~Ti'illil~Tlli+lill~ ~Triilli~ll~ll Ill~fi~il~il~~i~l)~I~I_Ilc~
TST ~ AREA ~ AREA IQ-101SURFACE LENGTH,WIDTHI DEPTH ;LENGTH BAFFLESISURFACEI VOL IS{DESLOPEI TOP : 80TtOM ,VOLUME; `L-,~~1~l1~-i!~li~ a------------;° •--.T-••--"----~ PERMANENTLY STABIL[2ED, REMOVE THE RIDGE AND THE CHANNEL TD BLEND WITH THE ~IILIIEIi 111-111_ p "(ACRES' ._.ACRES....~.,_",.,~ ...~-,u_....~_~ , li-II .II-IIEI DISTURBED AREA IS IN EXCESS OF i ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS ''-iILllEii'-'Ill=lihG1=III=l11=III=IIhJiI=III=EEL=f11=11111=if~ll~lil= -IT~IiI~il=11 HT(=ITI~III=fI~ii '~IICVI!_ITEI(1~T1=11r=11L=fj1=i11=111111=1i>v[i~=lfL=11~IIL111=iIL ~1lLii~ii=i{f~lll~ll~li~-11= A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST $E KEPT ON SITE
# I CFS 1 SQ FT FT c FT I FT 1 FT REQ I SQ FT I OF i FT~FT i $Q•FT I SQ.FT, { CF ~ NATURAL GRWND LEVEL ANB APPROPRIATELY STABILIZE IT, ~1CV11_I„~I(j~ I 1 , 1 ~ i .IIE,IF 111=111_ '-IIEIIF~IIITJ11.-11L111=111,-11~~=11!„,~I~.iII tll~,ll~lll={1~~~,11.~1~I11=11i~-IIl'~II„,HI~I(i~i~IlL~11 BA~t'rES sHa~t AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; KEr IN aaTTOM LaY[R eE INSTALEED iN ADDITIONAL MEASURES SNALL BE PUT iN PLACE AS NEEDED TO INSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
~ 1 ~ 0,53 I~ 4,53 ~ 2.781 1,212 50 + 2S ~.5 { 4 I YES .1,250 ~ 1,~ ~ 2:1 1 1250,x} ~ 396.00 t 2741 1 . OF RIP RAP ACCI]RDANCE WETH STANDARD DErart_ OVERALL IMPERVIOUS AREA IS LESS THAN 15% DF THE SITE OR THE SNCREASE IN PEAK DISCHARGE FROM THE SITE iS LESS THAN
2 2.1 ~ 2,1 6.3D~ 2,744 75 3$ 4 ± 6 ' YES 2,813 j 7,560 2:1 12812.50 1268.50 7960 1 _ r.. _ is• NIN. I~ Mite, 3.z3. 10% THEREFORE SITE IS EXEMPT FROM DETENTION REQUIREMENTS.
I 3 ~ 3,11 ~ 3.11 9.33? 4,0641 92 346 3.$ I 9 ~ YES 4,232 i11,196~ 2:1 ~ 4232.00:2496.00 11641 _ P T .___.."I CaM AC ED SAIL Z' MIN, ' 1...~.,..~4 ~"-1.91: 1.91 5J3 2496 72 i 36 4 ~ 6 ' YES 2,592 i 6,876 ~ 2:1 1 2592,00 (1120.00 7221 - SECICN Tr~ROl1Gw I;ASIN AND FiLTE(2 DETENTION AND NUTRIENT MANAGEMENT REOUIREMENTS MUST BE MET WITH THE NEXT PHASE DEVELOPMENT, OR AT SUCH TIME AS
t _ _ EARRr RIP RaP uP ANY DF THE THRESHOLDS FOR THOSE REQUIREMENTS ARE REACHED PER THE LAND DEVELOPMENT CODE
1 5 2,31 , 2.31 6,93 3,Q19 78 139 1 4~-,"--7 { YES 3,042 18,8161 2:1 r 3042.00-I1426.00 ' 8734 r I s ~ i~ I 0`~ SIDES 4f SPRtwar 9~MtM WATER ANp SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR, PERMIT NUMBERS ARE A5 FOLLOWS,
6 227 1 2,27 1 6.81; 2,966 78 39 4 ! 7 ! YES .3,042 8,172 21 3042.00 { 1426.00 8734 i ~ L F~ L L L WATER PERMIT NUMBER; I' MIN. 111=1' ~ =.s-. ~II ~FREEBDARDH !I{~II'' `iQU~~ SEWER PERMIT NUMBER;
7 i 3,34 t 3.34 110,02~~~" 4,365 94 47 ! $.5 i ~0 i YES i 4,418 112,024` 2:1 1 449$00 1 2640.00 1 12219 ~~-_Irl'r1 ~ ~FREeBpnRD H MINIMUCa WEIR WIDTH = 4 _ _ _ ~ , i
I~I i I~I I L~'I I I I I I^I I I_I 1 I-1 I I-! I I-1 I I 3' M'N. =TIT ~a:. =III • . ':.I " ; ' ' • ~ . ~Ili~ " a PAYMENT OF WATER AND SEWER SERVICES FEES MAY BE DUE PRIOR SETTING OF TAPS OR METERS, CONTACT ELAINE PATE AT _O . ' ~ - III- eLass RI oR tz RIP RaP ~ ~ sEa~+,£,~r 972-1126 TO DETERMINE APPLICABLE FEES , "cll ~ err r ( )
{ I . - 1 I r , _
"-1T~Li~il_li " ISTORM DRAIN SCHEDULE 10-YEAR STORM i ~ ~ t...,.._..,_.,. _____,_~",.r,_.__ --._..,M. __.i__ 6 TYPICAL , ~ELI~~~1~-i-~l~~=(Ti= ~'BeR„'~~I` --~-~t- NCDOT AND/OR CITY DRIVEWAY PERMIT !S REQUIRED FOLLOWING CONSTRUC110N PLAN APPROVAL, ~ r5 WASHED STONE I ~ .~I
dE]R, L 1 1n- ! ~ D013 , ~ ~ ~ I I 1 _ PLUS 5 NMr1j I NCDOT ENCROACHMENT AGREEMENT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL
_ 1 A I tc ' ~ Co 1_ CG 010 i ~ _ SECTIUN THROUGH BE CTIDN THRDUG~ BERM AND r11.TER PERSPECTIVE viEw 2 PAVEMENT SECTION IS REPRESENTATIVE OF A ROADWAY GEOMETRY ONLY, A GfOTECHNICAL REPORT AND PAVEMENT DESIGN
, FROM TO PIPE l INLET ,TOTAL INLET PIPE 1 TIMEOF iINTENSiTY RUNOFF RUNOFFDSCHR+:I3LOPEI Dtheo SIZE ! UPull ClPull -LENGTH{SEGMENT UPPER~LOV~£R1 G I ,.-TRUNK AREA AREATIME TIME ~~CONC ~'"~-_-~1 C~OEFF {CCEFF_f d ~ _ ( 1 _ ~ PIPE ! TIME INVERT?IN RuE T, TEMP RARY DIVER I N BE _ 0 S 0 RM SEALED BY A REGISTERED PROFESSIONAL ENGINEER MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF ANY ROADWAY IMPROVEMENTS, ALL GEOTECHNICAL TESTING PROCEDURES AND REPORTS SHALL BE IN ACCORDANCE WITH CITY
, _m. _ TEMPERA 1 ( , 1(ACRE6) AORES)f (MINf1 (MIN)~~T-[MIN) -I- (1NMR) (CFBj ~ (FTIFfI;(INCHES);{INCWES)I(FTISEC)i ICES) ' (FT) I {MIN) ! ~ REVISIONS APPROVED STD. NO. TEMP~~ARY SEDIMENT TSAP (SHEET ~ D~ srANDARDS,
CB#1S ( OUT ~ S 10.47. I 0.47 ~-5 { 0.0 ~ 5.p I 75Y~ Oe90 10.90 32 0.0050; 13.1 ! 15 i 37 4,6 131 06 '118.29111763; CITY OF RICKY MOUNT 3.15 REVISIONS _ s---. C T ~ v O C- ~ a ~ t/ ~ ~n ~ h I ~ ~ APPROV D STD. NC, SUB-GRADE SOIL CONDIT€ON MUST BE EVALUATED AND GERT1FIED, INCLUDING IN-PLACE DENSITY, BY A GEOTECHNICAL ENGINEER I I f\ i"I U 3,~ FOR CONFORMANCE WITH PAVEMENT DESIGN CONDITIONS AND APROOF-ROLL MUST BE WITHNESSED ANp APPROVED BY CITY
1 CB#14 ~ DUT R 0,18 r 0,18,.,, 5 0.0 ~ 5.0 7.5 090 ~ 0.90. 12 0.0150+ 7.4 15 64__.1 , ! , ~ ~ . _ ~ _______i.--'--__ . . ~ ~ _ _ ,7 _ 7 9 ' 116 0 3 ;130.16 128 43 , AT P i CB#13 ~ CB#12~ 0 1 025 025 5 (-00 60 r 7.5 1 0.80 10.60 11 ID0050 89 1 „ I 37 I 4.8 25 - _ ' ~ ~ ~ _ _ _ -5 _ 101 n.132~ 1~?A?I DEPT. OF ENGINEERING DATe RevisloN
t 85 14 `CB#'12ICB#11, P 010 035, 5 51 51 75 0.90 ~ 0.69 18 10017A 84 15 69 8 ~ 04 1132.27129731 04'10 ' ' 1_~.., 1 _n,_ ~ F F I__._._..,_., i 1 CB#11 1 OUT i 0 ? 0.97 i 132 5 1 5 5 ~ 5 5 7.5 0.50 0.55 6,5 0 0050 18.0 18 I 42 1 7.4 104 0 A ~ 129.48 128 96 DEPT . L.1 ~ E N G I ~ E E P ~I G DATE RL VISICN ENGINEERING DEPARTMENT REPRESENTATIVE PRIOR TO PLACEMENT OF STONE BASE, 07-03~ O7 - SITE LIES IN FLOOD ZONE X IMTH A PORTION LOCATED IN THE FLOOD NAZZARD AREA, PER FEMA FIRM ~ 3830 DATED NOVEMBER
~~;..._wm ~+~,_~_~__.",-~1.__-_-."..j_.._._.~,1~.__~w~.,.."rv ...Irv..._ ~~..,.._i___._..w. T_?,..._..._~.."_._E CB#tOBIC6#10A~ N2 075 076 1134 0,0 134 5.5 0.50 10.50 21 _ 0.0140k 9.2 15 I 62 7fi 102 , 03 .12848112705, 3, 2004, BASE FLOOD ELEVATION IS 118 FL
O 10A~CB#10 N1 0.62 ' 1,37 `13.1 13.7 13.7 5.5 0.50 i 0.60 ~ 3.7 0.0130 11.6 r 16 6.0 7.4 113 03 ;126.85{125.38' 1 I CB#10 CB#9 1 N 0 70 2 07 111.6 ~ 14 0 14.0 i 5.4 i 0 60 0.50 S,6 0 00 601 16.2 18 4.2 f 7.4 ; 24 5 ~ 01 ;12518 ,125 06 COPIES OF ALL PERMITS AND APPROVED PLANS SHALL BE PREPARED IN ACCORDANCE WITH CITY STANDARDS AND PROVIDED
#9 ~ OUT M = 0.12 , 219 5 ~ 141 149 7.6 (_0,90 10.21 34 ;Q0060~ 13.5 18 4.2 74 120 05 112486 12426` CB ` PRIOR TO F{NAL PLAT APPROVAL,
CB#8 ~ CB#7 ~ L ~ 1 63 1 1.63 113 7 0 0 ; 13.7 5.5 1 0.60 0.50 j 4.4 I O,OQ60t 14.3 i 15 4.1 5 0 33 01 ' 12428+ 12406 CB#7 1 CB#5 K .008 171 15 1~ 138 I 13.8 ! 75 0.90 0.52 67 D.0050€ _11.3 1 18 42 1 74 122 , 05 ,12361 129001 THE PROJECT ENGINEER IS RESPON516LE FOR RESOLVING ANY OESCREPANCY BETWEEN THE FIELD CONDITIONS AND PLAN
~ 57 057 T 5 00 I 50 ! 75 j 090 090 i 3.8~D.0050~ 14.1 ; 15 37 4,6 27 ~ 01 123.081122.95( ; I"CB#6 r U I, ~_.5 _.n_99,. 6 14.O,.i, _ ELEVATIONS AND IMPROVEMENTS,
CB#5 B~ I OA i 2 , 140 75 ~ 090 I 062 108 00136! 172 , 18 , 89 I 122 43 O1 1121.93 121.351 t ~ ~ _ - _ _ ` CB#4 I DI#1 H ~ 0.05 2 38 5 141 141 7 6 1 090 I 0 63 ' 112 0 0050 210 24 i 5.1 ) 18 0 141 O 6 1120.85 M 120.141 _ FOR THE INSTALLATION OF ELECTRICAL SERVICES, LOCATION OF PAD-MOUNTED. TRANSFORMER IF NEEDED AND TO COORDINATE ELECTRICAL TEMPORARY SERVICE, CONTACT PUBLIC UTILITIES AT [phone].
' RE5 I DI#1 G ~ 2552 ` 2562 {27.81 0.0 t 27$ 3.9 ~ 034 0,34 336 0.0050' 31.7 36 67 471 8 00 119.37`119,33'
1 a#1 OUT F* 029 28.19 16 1" 09 27.81 3.9 OAO ' 0.36 ~ 40.1 OA0601 33.8 j 36 1 6.7 47,1 52 0.1 1119.331119.071 1 CB#3A CB#3 ' E (0.37. 037 5 . 00 I 50 75 090 , 090 25 00056. 11.9 15 37 4.6 28 ~ 01 ,120.86 120.72, NAY BALES ARE NOT AN ACCEPTABLE ALTERNATIVE FOR THE INSTALLATION OF GAS SERVICES, CONTACT PUBLIC UTILITIES AT [phone],
1 1'"~ ~ 0.90 1"~" 35 -100050r 13,6 I 15 i 3.7 1` 4.6 I 71 03 '-120.52.120.i6i Q SILT FENCING. CB#3 L OUT D 015 052 5 I 51 51 7.5 090 1 , i .w I I ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER/OWNER. THE CITY WILL NOT ACCEPT
C$#2 CB#1 C 023: 023 5 00 50 1 7.5 1 090 090 I 16 0.0050{ 10.0 15 37 ~ 4.6 28 01 ! 122A2:121.881, s• N"z.:rANnnR9 STRENGTH rAaclE ITN GIRL rEN<L ; t__.__ _ _ r.. ___,1___ i, _ ___..1_.___,.I 6' Hax, E%iRA STRCNGTN fADRI[ VItHDUi VI4E rCNt[ CB#1 OUT B D23 046 5 1 51 I 51 ~ 7.5 O.BO 0.90 3.1 0.0050( 13.0 16 I 37 4.6 70 03 121.68121,33, ,3 , . . _ _ - --L--- RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS IF INSTALLED PRIOR TO UNDERGROUND SERVICES, NOR WILL THE CITY ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SER>nCES, PAVEMENT PATCHING OR DAMAGES TO
881 r 5881 138.9' 0.0 , 89 I 32 0266 A256 { 47.7 0.0150 29,4 43.10` ' 130 1 1320 44 01 1119.36`118.70{ 148'CROSS•RF15 AA 5" { t .._,.,1_.__., _ r...-.__.. _,..1..~„ 1 MIDDLE AN? VERTICAL ~11RES T ' FIL ER FABRIC ' 3.2 0265 0266 .,69.9 0.0150" 33,9 236 E 116 1 1833 4__ _ ' SHALL BE 12 I/Z GAJGE ~ LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
236" CROSS•RFES~( AA 8619 88.19 138 81 0 0 T 38 9 , { 1 { " L._ . 01 .120 96119 70 ~ I 4 MIN, i r .,,,_.".__...__m.. _ 1.38"CROSS•RFE I GF ~ 2552 1 2552 '278J 00 ! 278 3.9 1 0.34 1 0.3A I 336 000501 317 36 67 _I..,-,471 _60_ 02 l119 37 1 11 9.07i EARTHEN ?R APPR04ED EQUAL Poaous caR MESH aaFFLE `4~ Aa ROW EASEMENT TO BE SIGNED PRIOR TO INSTALLATION OF UTILITIES, EARTHEN
Note: Rperun"AA',1.48'burled1'mWiheground,equrvalantd~rreteroteffectNesectionarea=431 1__._,__"~ - ,.a...,....._ _ ' euaANkNeNi~ ' TQP AND BETTLM STRAND I Sae Culler#RsportPorverfioaUonofhWllDfar lperuns"AA~'lt•4B"&2,38,"G"to"F'&"GFusmg 25+year&10Qyearstorm 1 ' I eMaANkMENT~ WATER METERS SUPPLIED BY CONTRACTORS SHALL CONTAIN ENCODER REGISTER AND iTRON 50W-2 PET ERT M4DUl£ FOR RADIp
" SHALL BE 10 GAUuE MIN. ` 18- 4" aunei cuss 2 I RIPFAP~ TRANSMITTED READING PER CITY OF ROCKY MOUNT STANDARDS, CONTACT CRM WATER AND SEWER SERVICES DIVISION ounerR` anc~ (252-297-1317) FOR ADDITIONAL INFORMATION OR QUESTIONS,
t __r . - '
I L TI N I ~ ~ i. T-~ - ( , 'DiTCH CALCU A 0 S m, ~ - - ; PROVIDE FIRE FLOW CALCULATIONS,
110-YEAR DESIGN STORM ~ ( ~ ~ j _I - - - - - .Mw..~.-. w..._- . n. a....:".M M......." .I _m _ _ , _ _ ~ _ ; •;~lmlit.Ill JILii ill ; - - - ~fll:~li(r,lll,.lll~li~l~n~. N O.o16 I, , ; ~ I 3 =1il~il~~il_lil~ir!1.:11 FiRE PROTECTION WATER SUPPLY SYSTEM INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND iN SERVICE PRIOR TO RECORDING
_ FILTER FABRIC LOCATiON ~ REOURED D;TCii ~BOTTOMI FLWU SIDE IFLWU WE`iiFD II'1YDRAULIC MANJ.. ACTUAL TOP I SHEAR PH4tul, TBVP. I__.... n_..."..,.wm _,._.m._~,.~.",..,..I , I i -~._____;~._.__."I_,~~.u NOTES W WIRE THE SUBDIViS10N, OR IF NO SUBDIVISION IS WVOLVED, SHALL BE INSTALLED PRIOR TO PLACING OF COMBUSTIBLE BUILDING MATERIALS FOR STRUCTURES OR COM$USTIBLE PRE-TESTED FABRICATED BUILDING ASSEMBLIES ON THE PROJECT SITE OR
I ~ FLOW SLGPE UV~YfH Dl3o'!H SLOPE AREA PERRUETER RADIUS I VEL. ' PACt1Y VNDTH STRESS,".,,. ~ L916R IRE 8° DOWN & 9° ~_,o.,_..~.,"w...~.._.a.~.~_..,_.._ . __..,._...,r,.........,,.,....,..... m_.. I , Fi1RWARD ALCJNG s' cRESi 'NLe7 iouE UTILIZING THEM IN CONSTRUCTION OF BUILDING STRUCTURES, IF PHASED COORDINATION IS PLANNED, COORDINATE INSTALLA110N 35R QF " suRFace AREA OF THE FIRE PROTECTION WATER SYSTEM IS PERMITTED,
M A P R I V ' O a W ~ lbs/s .ft. REG1lHRED REgUIRIDI wIRE SHALL BE A MINIMUM DF 32' 0 1 s d y ) 1 4 , ( q ) ! i IN wiDTH aMD SHALL HAVE A MINIMUr4 THE TRENCH STEEL Y' FIRST CHAMGER .
MAMDiTCHA LPSTi~AMOFPIPE"G' ~ 67,16 ~ 0.0100' 1D 0.75 I 3 19.24 ~ 14.71 0.63 i 7.27 1 67.18 114.521 0,47 ~ YES 7 YES 1 DF 6 LINE WIRES WtrH 12• STaY SPACING. ppST ._.,....._,",.._._".,.~.____._.._..._?.M__,I_.,,_,.„~.J ,_..,._1"_.__,._.__~_._.._ _.___"___.,.i____.____I,_.__.~..______.._1.,_.__f.,~._.__.___~.___.___~_____ FILTER FABRIC J , ~ 1 1M4DJD111'CC'41A(lPS1REAMt~P6'E' mm~-~w87.16~0A000 10 0.39 ~ 3 4.33 12.45 0,35 15.5267.16 112.331 2,4 ~ ~ ~ ~~A M r THE REOUIR - COMPACTED FILL ` susFOAC°E AREA FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SNALL BE PROVIDED AT ALL TIMES, IN AREAS SECOND CHAMBER FABR,c FOLDED WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVDED
I ._,,,„n ' w...!.,._w,_.,.~..~ _"_.~,s,._.,_ ~_.,_..,2 f YES YES FILTER FABRIC St+Al1 BE A MINIMUM DF MAW DRCHB(DOWJSTRFAMOFPIPE'T") i 73.69 10'0080 10 i 0.85 3 10.61 15.35 1 0,69 16.95 73.69 + 15.08; 0.42 YES YES 35 IN WIDTH, S LL EE E _._.....~...._-.a.."...,-w...,.-,.,.,,...._.,»,~,...,.w..~.,,m..,. i,M,,,.~_", _.".n.._,_- `~.~.~~,,,..,f MENIS DF NCDOT SSRS SECTION 1056 FOR 2sZ of OVER "oRrtaNTAt AND MAINTAINED, SURFACE AREA POST
3 j 0.94 { 4.01 i 0.23 2.92 2.75 ! 3,91 i 0.12 NO ~ YES I TYPE 3, CLASS A FILTER FABRIC, ANA SHAH SYMBOL UPS- E,,.._. P._._ ~ TDN #2A I 2.75 I A.0060 2 0.32 i ~ `1""'-'-'1 ""°-"~~°"°m T'°" BE FASTENED ADEQUATELY TD THE WIRE AS I I I I i ouns7 zowE ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO THE SURFACE AREn tsz aF Hoeaoura PosT MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE
TDflI #26 I 1.06 0.0030 2 { 023 3 0.62 3.45 0.18 11.72 ; 1.06 3.37 = O,D4 NO NO ~ ?I.,...„-.,. DIRECTED BY THE ENGINEER. _ 1DIU#3 -.x__._4.64 10,00301-2 1,_."'_,_,_ ____I _ -~-a.._ ~ ~ I STEEL POST SHALL BE 5'-0' IN HEIGHT 8° I FENCE AND FABRIC BURIED W TRENCH PROPERTY,
_ _ 050 3 k 1.75 5.17 0.34 12.65 i 4.64 500E 0 09 NO I YES C ! _ _ (0,0270 2 0,14 3 D.35 2.91 012 3.98 f 1.40 ; 2.86 I 0,24 NO ~ Y 1DN#AA ............._..._.__--__--"~1..,.~m40 _........_.,_.,,._j_.-., .,__.m.,,,____I.,.__~_. ___1-.,....~__.__-^__. _.,.ES I AND BE DF THE SELF-FASTNER ANGLE STEEL I I -
TDN#48 f 1,99 ~ 0.01101 2 ~ 023 3 , 0.61 3.43 0.18 ! 3,28 ~ 1.99 1 3.36 0.16 I, NO ~ YES TYPE. a e CROSS CONNECTION POLICY IS AVAILABLE AT http;//www,rockymountnc,gov/utilities/crosscannection,html PERSRECTIVE VIEW s°xa TRENCH. = I eacaFluED ww ' a ALL NEW COMMERCIAL WATER SERVCES AND IRRIGATION SERVCES ARE REQUIRED TO HAVE TESTABLE BACKFLOW PREVENTION
~'flkV_#5A, . 3.64 0,0030' _ T... _ ~ ~.__.-.._,..,,1,__.".~,..,....1 124'1 ~ - > 2.47 3,64 14,65 ~ 0.08 { NO YES WOOD POST SILT FENCE 3S NDT AN - "°tes: _ _ 2 ! 0.44 3 11.47 ~ 4,80 ~ 0.31 -'~"""'~y~'-""~"-`'~~~~' ACCEPTAHLE ALTERNATIVE. ~I - } 1_ ~ ~1~-., ' I t. DRS 57EEL FEn~CE PnsT Ar LFASr Ia° wrc CoMPAgreo ~ I ASSEMBLIES (BFP). LFaSr tE" INtG
1LXU #56 " - ~~-"T N" 1,64 ; D.003D 2 1 029 1 3 10.83 3.83 0.22 1.98 1.64 j 3.74 f 0.05 I NO f NO _ ~ ~ ~ _ ' ~ ~ 1 ' f 0 YE ~ sD_w GROUND TDN #6 222 0.0050 2.5 ' -027 . 3 _ 0.89 420 0.21_ 2.50 , 2.22 1 4.11 ' 0.08 ' N S I ~ 1 I___.._"_. t_-_.---`-~_.._.;.___-__..__ ~ 4° MIN. ; - rAeLE SECTION AT QPENING FIRE SERVICES WITH FDG OR BOOSTER PUMPS ARE REQUIREb TO HAVE REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLIES
2. W000 POSTS ARE N47 ACCEPTABLE TDBI#7 I 420 ' p.0030 2 0.48T~~~...3 " 1.63 5A1 ~~~~~-0.33 ~~._1. 2.58 420 ; 4.86 ` 0.09 NO YES _ t ' T ~ USE STAPLES I' APARt T4 AT1AC+1 FABRIC -r~~---°------~ EX,ENSIDN QF FABRIC AND TACH FAaRIc (RPDA),
IDtTCH#i ~ 1.96 0.018D 2 02D ' 3 0,51 f 324 016 j 3.87 196 1 317 022 ~ NO YE$ j To °HOG vARE" L._..,_.-~..__-, ................__,_.____.____..,__.._-,_,"..T_.--_.1~_~"...,t,._._....1,~,L_,_~__.__°~."_ _______L__,.__~_~__L ._~____a_._____L,_._,.._.".u ; WIRE INTQ FABRIC REDUCED PRESSURE ASSEMBLIES ARE REQUIRED FOR HEALTH HAZZARp APPLICATIONS.
TEMPORARY SEDIMENT tSILT) FENCE BAFFLE B A F F I. E P L A C E M E f~J T F Q R TRAPS Sc B A S I ICI S DOUBLE CHECK VALVE ASSEMBLIES MAY BE USED IN NON HEALTH NAZZARD APPLICATIONS SUCH AS SOME OFFICE, RESTAURANT,
REVISi NS AP GVED STD. N0. REVISIDNS ; _ . } . ~ , I. , _ T PT N CITY ~ R ~ C K Y M ~ U ~ T - 3, 3 N A PT N E F C ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ APPRC)VED STD. NCI. AND RETAfI APPLICATIONS,
'DITCH CALCULATIONS FULLY VEGETATED CWANNELS ~ i ~ I 1 I _ ' 10.YEAR DESIGN STORM (n VALUES OBTAINED FROM CHART B.~e"DF THE NC EROSION AND SEDIMENT COMROL PLANNING AND DESIGN MANUAL _ _ 4 _ 1___V ~ ~'r ! ~ E I~ ~ I N E E R 1 I V ~ DATE REV 1 S IC1N! DEPT, E~~I~EER~~~.I DATL REV[SIDN Certification by the Director of Planning and Development and the Director of Engineering that
n 06-26-07 - LGCgiION PERM REQUI~t OEC}i ROTCOM FLOW SIDE i FLOW VklT®~HYORAULIC NAPN. I ACNAL ~ TOP t 51EAR i VR iFR0A1 QWR T@IP ' . jRxv) S.U5c ( LNER 07-03-07 this planned building group/construction plan conforms to the preliminary plan approved by the
i LNER i PLOW SLOPE WIDTH 1 [IEPIH SLOPE ~ AREA r PFRNETER RAUUS I VB.. I CAPACRY WOrH t_5TR6SS I REI]IJIREO Q i s i d s Y M ! A ( P A R i V , Q i W I (mals4ft) , i D8~.07 ~ REWR®1 DRC on (date) and meets the standards set forth in the Land Development Gode,
M4NORCHA1 (UPSTREAMOFP~PE G) ~ I _t ~ 4.25 87.18 17.02 073 - 388 YFS , NO 8718 p.01 10 1.17 3 15.79 1730 0.81
MANORCHA2iUFSTREAMOFPPE"G') YES 8718 ~ OOB 70 -1 0.70 _ 3 8.~i ~-1448 0.50 i 7.87 I 87.18 1423 J_88_ 4.85 x_004 _ YES L_._. d _ _ G. _ _ _ 1 M4N ORCHB(pOlM1STREAMOF FIPE"F" ~~ND 73.80 0.008 10 ( 1,28 3 ! 17.92 ~ 16.97 ! O.BB 4.11 73.80 ~ 17.75 I -084 408 ^i 0.03 1_ YE4~~~~! Director of Engineering Director of Planning and Develapment
USE 125rONERERiAPONTBdPJRARY LNER PORLVTCHA2 I ' i
pi qil DATE: MAY 16, 2006 PROJECT: 05259
T l , ~ c R ~ 1 CLIENT CODE; NODMOR
P A scA~E(HO~z): CADFILE; 05259CPi ROCKY MOUNT TWNSP NASH COUNTY
'/r ctrl n annu~
SEAL
ENGINEERING SURVEYING PC 20106 ° SCALE(VERT)- DRAWN BY; JM, RF SURVEY BY; KP, JB NORTH CAROLINA ZONE:
.1908 HASH STREET NORTH TELE: [phone] DETAILS
T/ 9 GINS i ~G. %,F,pT WLSON, N.C. 27893-1726 FAX: [phone] T, NORTH CAROLINA REVISIONS: aCRM 3RD REVIEW COMMENTS 4/17/09
S. 8 PR,,,• CITY OF ROCKY MOUNT, N R~NC JE ~4nnu+141 wWW.bartlett.US.COm sNC D2ST CREVIEW OMMENCOMMENT/099/12/08 PIN SHEET DT2
& S11R CRM 1ST REVIEW COMMENTS 8/15/08
P: \_GADD\_1.ANDPROJEC'TS\HODMOR\0525 3\DWG\05259CP1 401 PERMi1-.DWG 5/28/2009 11:15:57 AM

ENERGY DISSIPATION DISCHARGE HOSE
F"fIOW-_ ~ PORTABLE PUMP IMPERVIOUS DIKE
NDTE. MECHANICAL JOINT TAPPING SLEEVES SHALL HAVE A WORKING CS, FRAME & COVER PER STD, DWG. Na a,b mR a,7 FpR waTERTtcHn . • SUCTION HOSE
EIRE HYDRANT, PUMPER NOZZLE PRESSURE OF NDT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE CONSTRUCTION NOTE3; PROPERTY IRON BODY SUITABLE FOR INSTALLATION ON BOTH DUCTILE IRON PIPE FoR iNSTnttaTloN, REFER To unTERu ~Eg; SECURED WITH MORTAR ' !2~{v~:. REFER TD MATERIAI, AND
LINE ~ O TO FACE STREET AND CAST IRON PIPE WITH OUTLET FLANGES PER ANSI/AWWA C110/A21.10 CONSTRUCTION NOTES ON STD, DYJG. 9 NDTE+ FOR HYDRANT INSTALLATION ON PRECasT coxcRETE ~laxxai,E xoTEs °ES DN STD, DYJG. 4.2. 1SANHDLE NOTES aooooooaoo 000000000, ~
` EXISTING MAIN, USE TAPPING SLEEVE SPECIFICATFDNS, THE VALVE SHALL $E MANUFACTURED TD AWWA ooooa 00000
AND VALVE PER STD. No. 5,12 SPECIFICATION CLASS 350, OPEN LEFT,
( ' PRE- ECCENTRIC PRE-CAST CONCRETE RING OR ° "~4' 4 ~ CONE RISER
' X VALVE BOX PER BRICK a MO Z t7 0 0 (LIMIT -THE H ~ STD, NO, 5,9 BRICK & MORTAR GRADE ADJUSTMENT ~ \ PROJECT TOP OF BANK (LIMIT - THREE COURSES OR 5' MAX.a ~ PORTABLE
~ a o SOLID CONCRETE UR BRICK
• ~ BLOCKING SHALL BE USED w N SIDEWALK AS FOOTING FDR DUCTILE STEPS PER STD, DWG. \ > PUMP IMPERVIOUS DIKE NO, a,B ~ t6" O.C. DEWATERING DEVICE / (SEE DEWATERING \
° s;,+;:.,~, . PAVEMENT .e a o o IRON PIPE " . DISCHARGE DETAIL) /
it , BUR L E ~ .'.~~r~ , _ ~ P .q" a ~ . . aB' MIN 5' MIN,
o boo ' a~~~ ~ ~ PLAN 10 CU. FT. MTN, • 6" AWWA C509
CRUSHED STONE GATE VALVE W/ `'a~ NOTE' WORK AREA ' ENSURE TO ANCHOR ALL
1=-If l m COMPACTED BACKFILL MJ CONNECTIONS sLE£v£ PUMPS AND PIPES SECURELY
(TAMPED IN 6" LIFTS) VALVE A i'1. MIN, GRADE A
~ ~j NOTES II " L GONCRETE SHALL NDT CONTACT BOLTS `.a ~ ,
6" DIP BRANCH PIPE MIN OR ENDS OF MECHANICAL JDINT FITTINGS, `.a:,..; „ CONSTRUCTION SEQUENCE. MAINTENANCE
~ ~ 2, SEE STANDARD THRUST BLOCK TABLES, i it ; . • F ONCRET REQUIRED, ' ` t...,,,„; OR AREA DF C E ~°00000°o°o°ooo°o°o°oo0°o°o0a°o ° ooc t, SET UP BYPASS PUMP AND 1EMPORARY PIPING. PLACE • ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING 0~ 0,n~ 04 0~ 0 o a o o a o o n o 0 o r OUTLET OF TEMPORARY PIPE TO MINIMIZE EROSION AT TO ENSURE PROPER OPERATION,
~ - ~ ~ II T - - - 'LIT - _ • 3, 2500 PSI CONCRETE CLASS B REQUIRED, ' e' EXITING 0 0
~ -~f , - _ ~ - _ -_~_II T_I J Z~ - 4, TAPPING SLEEVE & VALVE SHALL BE BOLTED ; 8 ° e, MIN _ _ _ - - _ _ _ _ _ SECTION A A I=1IW T I - ~ _ - I - - IN PLACE & PRESSURE TESTED PRIOR TD A I 6' x 6' MiN. DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY A_A EXTENDED FppTING DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND DAMAGE WHERE REpUIRED PIPING. INSPECT DISCHARGE POINT FOR EROSION,
CONC. SETTING SLAB 3/4 BRIDLE ROD & TIE BOLT 1,_~, TAPPING OF EXISTING MAIN, -0 . EXIST. STABLE ANDipR WELL 2. CONSTRUCT OUTLET PROTECTION IF NEEDED. • ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE,
1'-3" X I'-3" X 4" THICK EACH SIDE W/TWO COATS OF I CONCRETE BITUMINOUS COATING THRUST BLOCK COMPACTED SUBGRADE SEi MANHOLE pN 3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA MIN, 6' #57 STONE TO IMPOUND WATER FDR BYPASS PUMP INTAKE. USE A
CONC. THRUST BLOCKING STABLE, WELL- ~ FLOATING INTAKE FOR PUMPS WHERE POSSIBLE. 4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF
OMPACTED SUBGRADE NECESSARY, TO ISOLATE WORK AREA.
TAPPING SLEEVE & VALVE HYDRANT INSTALLATION 4SHEET I OF 2) PRI PRECAST CONCRETE IYIANHOLE 5. CHECK OPERATION OF PUMP AND PIPING SYSTEM. 6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS
REVISIONS APPRO ED STD. NO. R VFSIONS APPROVED T ,NO. REVISIONS CITY OF ROCKY MOUNT
CITY OF ROCKY MOUNT 5.1 512 C DATE REVISION DEPT. OF ENGINEERING DATE REVISION • CITY OF ROCKY MOUNT ~ AP Ro a srD.NO. DIKE, BYPASS PUMP, AND TEMPORARY PIPE. 4.1
DEPT. OF ENGINEERING _ 03-29-06 04-04-06 DEPT. OF ENGINEERING oaTe REVISION 04-~~-ss - ~ DYPASS PUMPING DETAIL
NO SCALE
~ ~
N GENERAL CONSTRUCTION NOTES I i HYDRA T
RIGHT 4F 4iAY VARIES ( IP/FLAREQ C4NNECTQR N ~ T E S NQ 15425 OR IPICRMP. TESL
CONNECTOR NO. !5428 1. PRECAST CDNC, ~ REQUIREMENTS PRECAST CONCRETE MANHOLES SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM C 478, ALL SURFACES SMALL BE
FIRE HYDRANTS HYDRANT SHALL BE AWWA C502, DRY HARRELL, DRY BONNET, THREE-WAY HYDRANT WITH L 4R APPR4vEn EQUAL 3` 6" MiN, BURY, 4 1/2" MIN, MAIN VALVE OPENING, 4 i/2' PUMPER NOZZLE, TWD EACH I METER FROM c(rv ONLY ~ SMOOTH AND E SMOOTH AND EVEN TEXTURED WITH A MINIMUM pF HONEYCOMB,
2 1/2' HDZE NOZZLES, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARD THREADS, j i FIN, AND DTHE FIN, AND OTHER IMPERFECTIONS.
BREAK-AWAY TRAFFIC FEATURE, AND BRONZE ON BRONZE SEAT RINGS, HYDRANT SHALL i FINISHED GRADE 2. JOINTS BETWE' HAVE PENTAGON SHAPED l5 SIDED) OPERATING NUT AND SHALL OPEN TURNING LEFT i I WATERTIGHT U JOINTS BETWEEN MANHpLE SECTIONS SHALL BE SEALED WATERTIGHT USING EITHER O-RING GASKETS CONFORMING WITH FILTER BAG
(COUNTER-CLDCKWISEJ ~ ASTM C 443 D' ASTM C 443 OR BUTYL RESIN CONFpRMING WITH AASHTD M-198. ,
~A MANUFACTURERS: AMERICAN DARLING MK-73-1 FRANKLIN ~ METER BOX 3, HOLES FDR CO HOLES FDR CONNECTION OF PIPE TG MANHpLE SHALL BE PRECAST TO PORTABLE ~
MUELLER CENTURION A421 CLOW ~ " OR CORED, DI ~ DIAMETER OR f OR CORED, DIAMETER OF HALE SHALL NO7 EXCEED pUTSIDE pEWATERiN ` ~ ~ NDI5TURBED DIAMETER OR PIPE BY MARE THAN 3 INCHES, PUMP
KENNEDY GUARDIAN ~ li. WATEROUS TREND 100 ° N f- FILTER FABRIC OF SEDIMENT
4. CONNECTIONS t CONNECTIONS OF PIPE TO MANHOLE SHALL BE MADE WATERTIGHT CONTROL STONE USING RESILIENT CONNECTORS CONFORMING TO ASTM C 923 OR
PAINT; CHAINS SHALL BE REMOVED, AND HYDRANT SHALL BE PAINTED WITH RUSTOLEUM #964 BRASS CLAMPING DEVICE- USING RESILIE FEDERAL SAFETY RED, NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A COAT WaunEn IN METER Box AssEHBLY, NEDPRENE BDD NEOPRENE BOOTS EMBEDDED IN PRECAST $ASE WITH STAINLESS STEEL COMPRESSION BANDS,
OF ALERT SERIES 1440 .SILVER WHITE AS MANUFACTURED BY FERRO, INC. SERVICE P[PE PER'AS7HPBR88 nRAIN HOLES STEEL COMPRE
CURB STOP-INCL, IN 5. MANHOLE INVE' OIL/GREASES HYDRANT SHALL BE OILED DR GREASED AS RECOMMENDED BY MANUFACTURER AFTER MEreR Box AssEMBLV APPROX, i CU FT. CRUSHED MORTAR, OR MF MANHpLE INVERTS SHALL BE INSTALLED USING BRICK AND MORTAR, OR MANHOLES MAY BE PRECAST, MONOLITHIC SECTIONS NOTES;
INSTALLATION, sraNE AR4uNn eASE WITH FORMED WITH FORMED INVERTS, PROVIDE STABILIZED OUTLET AS NEEDED.
RESTRAINTS ALL INSTALLATIONS SHALL HAVE CLASS A CONCRETE BLOCKING PLACED BEHIND BOTH b. LIFT HOLES Sf LIFT HOLES SHALL BE PLUGGED AND FILLED FLUSH WITH
TEE AND .HYDRANT, EN LIEU OF THREADED BRIDLE RODS, APPROVED GRIP RING DR MORTAR MORTAR MAINTENANCE;
TH GRIP R N S AN CKIN F ANGES NaT£s LOCKING FLANGE CONNECTIONS MAY BE USED. BO I G D LD G L STED ND F.M. APPROVED WITH A RATED WORKING PRESSURE OF NOT i. METER BOXES ARE TO PLACED IN TURFED AREAS. 7. ALL BRICK ANI SHALL BE U.L. LI A 44RP, STOP BY MUELLER 2. ALL METERS SHALL READ IN CUBIC FEEL PARGE COAT D'. ALL BRICK AND MORTAR SHALL RELIEVE A 1/2" MORTAR INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE, PARGE COAT ON INSIDE AND OUTSIDE, REPLACE BAG WHEN 3/4 FULL OF SEDIMENT
LESS THAN 3S0 PSI WITH A MIN, SAFETY FACTOR OF 2(1, LOCKING FLANGE CONNECTIONS NO. H-15175 DR HAYES 5D40 3, METERS SHALL BE PURCHASED FROM CITY OF ROCKY MOUNT ONLY,
SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN BE 4. ALL CORPORATION STOPS, CURB STOPS, END CONNECTORS, ETC, SHALL PROVIDED, nIRECT TAP pN 4' BIAMEreR ~ BE SOLID BRASS MANUFACTURED IN ACCORDANCE WITH AWWA C800,
LARGER BIP 4R GIP MAWS ONLY, S, STANDING IN STREET FACING HOUSE, WATER METERS All OTHER TAPS SNAIL BE MADE ARE TO BE LOCATED 3' RIGHT OF SEWER STACK.
WITH SOLID BRASS, rw4 DR THREE 6, METER BOX SHALL B£ FORD CRESCENT BOX (MODEL CBlll-233 FOR PIECE SERVICE BABBLES CDMPLYIN6 5/8' X 3/4' OR CB111-444 FOR P) AS MANUFACTURED BY FORD METER w[rH AwwA CBDO BOX CQ OR AN APPROVED EaUAL MODEL.
PRECA PRECAST CONCRETE MANHpLE NOTES ~ DEWATERING DISCHARGE DETAIL
HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2) 5 8 4 ~ 1 iN ER x 3/ AT SERVICE R V S DNS REVISIONS APPROVED STD. 0. APPROVED STD. N0. E I I f
CITY OF ROCKY MOUNT - 5.2 REVISIONS - \ CITY OF ROCKY MOUNT 5.5 CITY OF ROCKY MOUNT PPROVE 42 NO SCALE
DEPT. OF ENGINEERING DATE REVISION DATE REVISION DEPT. OF ENGINEERING aATE REVI5ION 04-21-04
03-29-06 DEPT, OF ENGINEERING _ 2-19-01
N07ES~
1, MIN, GRADE FDR 4° SEWER NOTES, BLOW-OFF HYDRANTS SHALL BE Np. E000^B AS
SERVICE SHALL BE 1,0 % (i/8' PER FT,) RECOMMENDED MIN, HYDRANT ASSEMBLY PER STD, NO, 5.1 GRADE SHALL BE 2,0 _ _ MANllFACTURE? BY JOHN C, KUPFERLE FOUNDRY CO„ ST. LOUIS, MO. OR AN APPROVE? EQUAL
STR ET ~I 1= (_I. -...L --I; _ _ _ _ _ HY?RANTS SHALL HE NON-DRAINING TYPE FOR :L,~' -I: _ _ _ _ PLACEMENT IN PAVEMENT, HYDRANTS SHALL HE
2. DEPTH OF SERVICE AT G L R/VP - - PROPERTY LINE MUST BE I 11_11 I_I 11~. I III-III-III-III-III COMPRESSION TYPE CLOS[IVG WITH PRESSURE AND II' i FURNISHED WITH 2' FIP INLET, HYDRANTS SHALL
STANDARD VALVE BOX VARIES - PER STD, NO, 5,9 SUFFICIENT TO PROVIDE AT 0 LEAST MIN, GRADE TO BE OPERATED BY USE OF A PORTABLE TOP STOCK 6' MAX, COUPLING WITH THE HYDRANT AT OR NEAR THE
BUSINESS OR DWELLING AND 12" MIN, GROUND LEVEL. STANDARD VALVE BOX ALL WORKING PARTS INCLUDING THREAD PROTECTOR
12' MIN, COVER AVER SERVICE, 18" MAX x ECLIPSE 2DOD-@ @LOW-OFF PER STD, Np, 5,9 AND OPERATING ROD SHALL BE BRASS AN? GALVANIZED HARDWARE N1RE )FF REMOVABLE FROM THE HY?RANT WITHOUT NEED FOR ~ EXTENpS TO TOP OF BOX
3. FOR NEW SUBDIVISIONS, I ~ ~ HYDRANT (3 MIN. BURY} EXCAVATION, BRASS THREAD PROTECTOR SHALL HAVE a 2' SQUARE NUT, r STANDARD METAL
CLEANOUT STACKS SHALL BE ~ ~ ti r`r ALACED 3' TO THE LEFT OF I 2' RED BRASS OR cROUNO -o IN
THE WATER METER WHEN I H ~ ~ UNDISTURBED EARTH - LOOKING FROM THE ROADWAY 4° 1/4 OR 1/8 BEND MONOLITHIC °Y" W/ I < ~ N COPPER NIPPLE a'. e.
OR SEWER MAIN, 1/4 BEND FITTING ~ ~ " 1
THRUST COLLAR P£R I 4, ALL SERVICES SHALL HAVE A 5 -I - STD, NO. 5.i9 A T
CLEANOUT PLACED AT THE E SEMEN - ( 7 OR RIGHT OF WAY LINE, ALL CLEANOUTS ~ - . . a a n . Aa a , (/'fy c -
. SHALL BE CAST IRON WITH BRASS \ ; .'d. • PLUGS. CAST IRON DOUBLE-HUB 1' STUB W/PLUG - n a _ 'nad e a
" CONNECTORS (30` MIND MAY BE USED TO = =III ~ II \ TRANSITION FROM PVC SERVICE PIPE, 4 a . ~ a
' ~ 4" CAST IRON SOIL PIPE OR --~"I I-I ( I I _ R57 WASHED STONE PLACED TO
~ 5, ALL PVC FITTINGS SHALL BE OF 4' DUCTILE IRON DR - - -III P II HEAVY WALL CONSTRUCTION tt15 PSI M NOLITH ' • W/ 4 VC CSDR 23,5 DR SDR 267 - -I ~ ~ y r A HEIGHT 4F 12"-1B' MIN. ABOVE ~ ~ TOP OF 84X
DIRECT ROD VALVE TO MIN,PIPE STIFFNESS) 0 IC Y = -II I _ I TEE PER STD, NO. Sd3 ONE JOINT OF MECHANICAL JOINT i/4 BEND FITTING - -
DUCTILE IRON PIPE WITH PLUG v I _ HT AY - I 6, ALL PIPE WITHIN RIG S OF W HAND SHAPED, STABLE SUBGRADE -I I THRUST COLLAR NOTES:
SHALL HAVE PUSH-ON JOINTS WITH SEWER MAIN EXCAVATED TD CONFORM TO PIPE T I III I _ _ I VALVE SIZED FOR FUTURE ELASTOMERIC GASKET SEALS, AND BELLS OR NAND PLACED CLEAN, _ NOTEi ALL DEAD END MAINS 12' & LARGER SHALL MAIN EXTENSION WASHED STONE (2-3' DF NCDOT #67) ^I -I f _"'I I"- PER STD. Np, 5.20 WSPECT AFTER EACH RAM ANO MAKE REPAIRS AS NEEDED. M ^I I SET IN MIDDLE pF REMOVE SEDIMENT FROM POOL AREA AS NECESSARY TO PROVtOE ADEQUATE STQRAGE
-I I HAVE A FIRE HYDRANT AT ITS TERMINUS, IF LINE 7. SIX INCH AND LARGER SERVICES TERMINATION IS TEMPORARY, FIRE HYDRANT MAYBE i MECHANICAL JOINT FULL JOINT {i8-20') VpLUME FOR THE NEXT RAM, TAKE CARE NpT TO DAMAGE OR UNDERCUT THE FABRIC
RELOCATED WHEN LINE IS EXTENDED TO MEET SPACING SHALL CONNECT AT MANHOLES, CONCRETE BLOCKING TAPPED PLUG DURING SEDIMENT REMOVAL, '.ETE BLOCKING CRUSHED ROCK MATERIALS AND~IANYHUNS7A84EASEOfMENT AND O15PO~ 4pF THEMYPRQPERLYD BRMG mEIL
REQUIREMENTS, A VALVE SHALL BE PLACED IN PLACE OF THE HYDRANT TEE FOR TESTING OF THE EXTENSION, DISTURBED AREA TO THE GRADE OF THE DRpP INLET AND SMOOTH AND COMPACT !T. APPROPRIATELY STABILItE ALL BARE AREAS AROUND THE INTEL
STANDARD 4"SERVICE LATERAL ALT] ALTERNATE 2" BLOW OFF DETAIL
TEMPORARY LINE TERMINUS (12 & LARGER MAINS) REVISIONS A OVED sm.NO.
V AP 0 ED TO.N . CITY OF ROCKY MOUNT - REVISIONS RE SIGNS r ~T 4.12 C. CI ~ A ®F ROCKY MOUNT - 5,3 DATE REVI5i0N ' CITY OF ROCKY"MOUNT ~,4A' ~1 CATCH EASIN /YARD INLET PROTECTION DETAIL
DEPT. OF ENGINEERING _ E F GINEERING REVISI N o4-as-o4 DEPT. OF ENGINEERING No scALE
D PT 0 EN - 04-07-00
, -DATE: JULY 2008 PROSECT: 05259
T ~ CLIENT CODE: HODMOR
~ ~ 1 H 9 r: scALE(HaRZ}:,, cADFILE. 05259CP1 ROCKY MOUNT TWNSP HASH COUNTY 1 = 50 FIELD 6QOK:
9r : „J.
=Wj"__SEAL ENGINEERING & SUR PING PC
20106 f SCALE(VERT): DRAWN BY: RF i'F- s. SURVEY BY. KP, JB NORTH CAROLINA ZONE;
1906 NASH STREET NORTH TELE: [phone] DETAILS
- WILSON N.C. 27693-1726 FAX: [phone] CITY OF ROCKY M OU N T, N I C"" V T, NORTH LI REVISIONS: L NC DENR COMMENTS 1/7/09 PIN # SHEET DT3
~~Ng
& III It'll lk www.bartlett.us.com S~
P \_CADD\_LANDPROJECTS\NODMOR\05259\DWG\05259CP1 401PERMIT.DWG 5/288/2009 11:15:1-9 AM

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W1 0.0857 ACRES _ ~p ~ ~ . _ 1, . ' ~ _ ~
~ r UTILITY TEMPORARY - _ , ~ , qR,~ :.e.a..:;:......;~.~,. _ ~ , - - . . ~ ~ A _ _ • . ; ~
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W - .1 A RES Tem orar _ _ , , ~ ~ ~ FAR ~ ; ~ 202 C _
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TOTAL IMPACTS 0 , ~J ~ 'Wi .STEAD FA MS 2LC~ . . . . : ~ oB ~a3~ PG saz ` ~ 1 _ . i i ~ A ~ ~ ' ~ ~ : ~ III ~
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CONDUCTED BY THE CITY OF BUFFER IMPACT AREAS: /f
_ ROCKY MOUNT UNDER NWP ~
B1 ZONE 1- 5359 SF
12 W2 W3 W4 IMPACT . Permanent ~ FAYE P, CAPPS ~ NO REFERENCE ~ / ~ !
GRAPHIC SCALE P NF 383018302307 ~ i , : ~ ; ; ~l ; j ~ I ~ ~
AREAS AND EXEM T FOR _ 1 N = 3 5 8 5 S F loo o ~o ,oo zao 400 ~ _ B ZO E 2 ROBERT & JODIE DAMS ` ZONE, R-30 ' ~ ' ~ ( . _ (vncANr Loy) \ \ ~ ( ~ ( (
DB 1234 PG 984 ~ BUFFER IMPACTS ~ '~f~ ~ ~ 0
P erm a n t PB ,6-PG-42,- - ne 383018208320 ZONE; R-30
M P T= 8 9 4 4 S F ~ iN FEET ~ TO TA ~ I A S RESIDENTIAL USAGE) c
i inch = 100 ft,
`,111110 pr~h DATE: JULY 2008 PRQJECT. 05259
~ C 4 A ~ ~ ~s
~ ~i ~ 9 ? x,,,~, ~ SCALE(HORZ). CADFELE~a05259CPMOR ROCKY MOUNT TINNSP NASH COUNTY
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#Lmm WIN"" %a I v SEAL 1NEE iG & SUR SING PC WETLAND
~o~as b-V ENG ® SCALE(VERT): DRAWN BY: RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TELE; [phone]
rig / GtNF IMPACT AREAS % % r~' %,F,p WfLSON, N.C. 27893-1726 FAX: [phone] CITY OF ROCKY MOUNT, N( J, Nut-'RT'ri' CAROLINA REVISIONS: NC DENR COMMENTS 1/7/09 PIN # SHEET WL1
S, B CRM 2ST REVIEW COMMENTS 9/12/08
& s~ www.bartiett.us.com CRM 1ST REVIEW COMMENTS 8/15/08
P: _CADD\_[ANIDPROJECTS\HODK4OR\05 25-{~\DWG\0,5259(_P1 401PERMIT.DWC, 6/152009 4:45:10 PtA

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~ 144 ~ , ~ ~ \ i
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• ~ ~ ~ 'p i _ ~ ' " DISSIPATOR PAD ~
_ ~ 145 ~ ~ ~ JMTH FES ~ ~ ` ~ '
~ ~ ~ .~~A,, ~ ~ I i ~ ~ ~ _ - ~ ~
4. -
_ - r~' ~ - ~ ~ ~ 163 _
' ~ ~ 146 ~ ~ . ~ ~ , . ,
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~ ~ ` _ _ ~ ~ ~ ~ ~ TgR_P ~ tL~, _ ~ - - 4 ~ M ape _
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. " ~ \ ~ • . .L. ~ \ ~ ~
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DISSIPATQR PAD''°S" ~ ~ N _ . --ONE T-~4R-~M 'D"t1FFER ~ ~ ~ ~ _ ~
. ~ • ~ 151 ` >~17N FE~S' ~ _ f _ - ~
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- ~ ' ' ' ~ WETLAND IMPACT AREAS:
ST _~-M WATER ~ ~ 56 ~ ~ r%- _ _ ~
P ODD 1~- 7Q ~ ~ ~ o ~ ~ i ;5'~ ~ . : ' ,i:j~ ~ ~ W1 0.0857 ACRES {Permanent)
~ . ~ : ' ~ ~ UTILITY TEMPORARY ~ 215 , fl
~ ~ / . W l,,1 ~Q ~.Or,° ~ li ~ to 2 ~ 1
f - ~ / / ~ ~ ~ ' ~ ' I~ W2=0.12 ACRES Tem orar j . : ~ uT~R~, i ~ , ~ C ~ y)
r ~ Q7 ~ ~ ' W ~ ~ ' i ~ / ~ i
' ~ i ~ ~ ~ 56~ 71 ~ _ ~ Q . ~ ~ I 3 0.07 ACRES (Temporary)
1 - ~ ~ a ' . ~ ~ . r ~ ~ ~ W4-0,12 ACRES (Temporary)
_ r ~ ~ ~ . ~ - - I, ~ ~,~~1 ' ~ ~ i ~ TOTAL IMPACTS=0.3957 ACRES
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(IN FEET )
1 inch = 50 ft,
uu uu~ ~ DATE: JULY ZDQ~ PROJECT; 05259
TL R
SCALE(HORZ): CADFILEC005259CPMOR ROCKY MOUNT TWNSP HASH COUNTY
Q 9l ail eaar rr a s r^ .+.-S 9" - inn' FIELD BOOK:
SEAL ( 1 ENGINEERING & SUR YING8 PC WE ILANU
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F ~~N~ RJti ,,,~,T aamSa, uB a+PaaRti ,o~ www.bartlett.us.com & su CRM 2ST REVIEW COMMENTS 9/12/08
CRM 1ST REVIEW COMMENTS 8/15/08
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~ 19~ - - ~ _ ~ ~ rmanent) i
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7~E _ _ _ IMPA T AREAS: _ BUFFER C 'EAS:
f I ~ , ~ z zA ~ - - - 5359 S _ B . , , ~ _ pqM B - ~ - X359 SF (Permanent)
' R- • . - - 1 ZONE 1- UFFFR~ ~ . 21$ LEVEE SPREADER~2 i
. ~ . ' • . - N 3585 S 1 ZO E 2 ~ B 3585 SF (Permanent)
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' ~ ` ~ - IMPACTS 89 . • , . , TOTAL 'S= 8944 SF j
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L r~4 R F CLIENT CODE; HODMOR
P 1` ~ 0 A ~ti 'yr scA~E(HORZ): CADFII.E: 052S9CP1 ROCKY MOUNT TUVNSP HASH COUNTY
a" - inn' FIFI ~ R~nK~
SEAL ' b'u t-L
ENGINEERING & SUR `flNG9 C V ,20106 ® SCALE(VERT): Vv DRAWN BY: RF, JM SURVEY BY. KP, JB NORTH CAROLINA ZONE:
1906 ASH STREET NORTH N ASH [phone]
n%fi .,~g FINE ,IMPACT AREAS WLSON N.C. 27893-1726 FAX: [phone] CITY OF ROCKY MOUNT, NC I , NORTH CAROLINA - REVISIONS: NC DENR COMMENTS 1/7/09 PIN # SHEET V&3
S. B /NC R~I~ 'nmu` CRM 2ST REVIEW COMMENTS 9/12/08
& www.bartiett.us.com 5U CRM 1ST REVIEW COMMENTS 8/15/08
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