20090554 Ver 1_Site Plan_20090514

~ CONS TI SUBDIi/l A T
KETCH POINT OR
~ ~ ~ o
~ SITE

~ o a o 1544
Oqk ~ @Fr
~F~E( wW 1859 y~FyF
A 1700 ~~o~ 1858 1714 M Rp
7 ~ ~ ~ HAS RO
x
d V_
Mount Rd. 4
1707 V°'~ S
V{c{N{TY
f~Oky oun t TO Wn NO SCALE
Nash County, North C rol
SITE DATA:
TOTAL ACREAGE = 95.3 ACRESt
PHASE 1 = 17.81 ACRESf
EXISTING IMPERVIOUS = 0.5 AC.
PROPOSED IMPERVIOUS (PHASE 1) = 6.69 AC.
TOTAL % IMPERVIOUS (PHASE 1) = 7%
za
i i ~ ~ 34 33 32 ~ ~ 29 27
~ I ~ ~ 37 , ~
SHEET INQEX ___,_.T-- ,
~ ~ ~ 1 I ~ ~ ROCKALL WAY ~ ~ ~ ~ ss 2s
~ ~_..~f ~ 7 8 ~ 24 25
DEVELOPER° CP1 SHADYBROOK DRIVE _ ~ CP2 WATER WHEEL ROAD CP3 WATER WHEEL LANE & - --r i i I l ~ 3a $
i ~ fJ ___---7 ~ i I i i 6 'p
WATER WHEEL ROAD DRAINAGE OUTFACE ~ i ~ 41 22
CP4 ROCKFALL WAY i i i~.-_----- C ~ ~ A / l ~ g 12 s f~ 1 / ~ 42 9~ ~ 21 214
~ ~ -._-i ,1_ ~ 43 ~ 4 13 p
HOD~~-MORRIS LL~ CP5 S. HALIFAX ROAD WIDENNWG _ _ _ - - ~ CP6 SHADYBROOK DRIVE DRAINAGE OUTFACE / I
MAIN DITCH 2-36" CROSS PIPE
/ ,~~EV~LOPI~NT ~ ~ , ,g ~
1708 TRAINICK RDA S E ~O~/ SE2 SEDIMENTATION & EROSION CONTROL PLAN (TRIBUTARY AREAS) a f~ ~ 47 U
~ - "1 \ ~ ~ ~ ~~\1 ~ , 48 16 218 O
DT1 DETAILS - ~ I~ ~ V ~ ~ ~ ~ OPEN SPACE Q ~ V/~ ~ ~ A~ t~ IS
~ i~ A V l i--~ 49 )C
RALEIGH, NC 27604 DT2 oETA~~s DT3 DETAILS , I . ,
WL1 WETLAND AND BUFFER IMPACT AREAS ~
\ ~ ~ ~ ~ ~ . ~ ~ ~ s2
OPEN SPACf ~,A r..--~' ~ ~ ~ 81
_ i ~ , ~ 59 ` / 54
I._ i~
I ~ v," ~ ~ ~ i l _ gg 215
o> f/ 57 56
I rsSeP
~ , 7x, uHSa 277 MH58 QPEN SPACE
PREPARED BY: ~P~~ T
BARTLETT ENGINEERING ~c SURVEYING, PC .Sao.;
1906 NASH STREET NORTH = '~Qs~~ MH57
~/r, a p 20106 7>
WILSON NORTH CAROLINA 27893-1726 ~ =~~e•FNGINE`~Q°~~~~o
/~`~2~ ~4j~~uSinm P`°~. MH~
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1
Local{ o~
Na scA~E
of ul~ ,EV__C 01

SEE SHEET CP2
11 I ' I- . [k7 ~ 61 m ~ m cuRVE TABLE GRAPHIC SCALE
I j ~'°-i. UI :>7.7> ~
o ~ PHASE 2 CURVE LENGTH RADIUS DELTA TANGENT CHORD BRG. CHORD 5D 0 26 50 tOD 200 PHASE 1 -ENO OF CONSTRUCTION C1 157.36 soa.oa 11'16'12" 78.93 S81'S2'31"W 157.11
-I ~ CO ~ 'I. STA. ' C--t ~-p. EDDITH STA. 18+95.50 C2 226.69 1aaa.aa 12'59'19" 113.83 S82'44'OS"W 226.21
~ • 'D. _ ~ INSTAL INSTALL TEMPORARY BARRICADE
o CONCRETE RETAINING WALL ~ ; , ' . 8" VA 8" VALVE & HYDRANT (IN FEET }
~ o CRM STANDARD 6.23 ~ I ~ HYDR (HYDRANT TO BE RELOCATED WHEN 1 inch = 50 ft. NEXT PHASE !S BUILT. SEE DETAILS
- STA. 12+05.00 TO STA. 13+30.00 - 1 , ~p, NEXT to ~ ( } ~ # 62 ( rn v o~ ~ ON SF ON SHEET OT3)
8" CROSS DI MJ n . - ~ 8"x8"x6" TEE DI MJ ~ a
STA. 15+71.82 STA 16+16.72 -
~ . 1-8"x6" REDUCER " U 1-6 VALVE W/ BOX ~ • ' 1-6" VALVE W/ BOX 1$+0 CB#3 1 ~`+00
Q ~ 2-8" VALVE W BOX / 00 7
1 Q • P Qe" j N ~ ~ FN w
,r _ ~ ~ ~ ~ o. ~ ~
Q ~ ~ ~ R25 + • ' ~ 15+00 16+00 -V- G
t ~ _ _ - - CB#2 TER _ ~ ~ 50 l ~
Q 1~-1~0 ~ » OIP WA - CB#4
PROP' 8....-.,,,,,..~----° ~2 PIPE ' o R25 Q. ~ ' 16
(n ~ DITCH A2 - i _ PI )ITCH A2 u ~ ~
-j---~------__ - I r . a ~ ~ CB~6
• 0 DITCH Al H A, 8G ~ ~
_ ~ (T e ~ rA sT ~ 2 0
~ # 49 ~ ~ CB#1
~ ~ - ~ a o a~F rye" ~ ~ \
~
o ~ eIPE AA'. ~ II ' ~ ' ' • ' . 218
" o - - • 24"x8" TAPPING SLEEVE J ' R . ~ E ~ _ 2c3 'RCP ry . _ ~ W/ VALVE & BOX .
I ~ ~ "x8"x6" CONCRETE RETAINING WALL ' , 1 8" VALVE W BOX 6 ~ . • ~ q~
I 21~ /
CRM STANDARD 6.23 1- "VALVE W/ BOX • / PHASE ' ~ ~ ~ ~ ~
} (STA. 12+05.00 TO STA. 13+10.00} P ~ SPACE 1 / MH 48
} CB#,
- • i } I P a s I ~ Q q \ T-48" RCP. , { plA f , ~ ' 236"' RCsP , ,
~ o~ ~o
i ~ / 6 2 ~ a • . ~ ~.II' 218 I
t ~ ~ ,0 ~Ca.; ~ G . , ~
47 } I ~
~ , - I ~ • • ~ / sF ~ } ~-~L I ~
i ~ ~ ~ . • . I~ . _
I SEE SHEET CP3 SEE SHEET-CP2 I
I
( I PROPOSED ROADWAY 1 ¢2`'
I I I 37.5' 700' } ~ 0 PROP°SEO R/W
SYM80L LEGENp 3 I (
O I I (N 54' PROPO~D EIP R\W fiD' R/W R\W a~w
PROPOSED CATCH BASIN ~ ~ I 7D, - „ PROPps>D @ ~ RS' 8C
PROPOSED SEWER MANHOLE F ( r PRaPOSED E/P 30' 30' ® N
PROPOSED FITTING GATE VALVE ®4 x I PROD Rhv ts' 75' W ( t\4' PER F7- i\4' PER fT. PROPOSED SEWER MANHOLE I I ` i~~
I I f PROPOSED WATER HYDRANT ~ I I z o, ~ t
EXISTING WATER IJNE - w I a x ~ m 30' aae s GUTTER
( I ~ ~ - 2" S9.5A EXISTING SEWER LINE - s - ~ e' Aec T®R SEUV I~C~S ~ ~AL~ ~ ~ ~ 2-~'~ RQSS /f'E
OPOSED TREE LINE m
~ ~ ~ - ~~a N ROADWAY C NN CTlON 60" R W 30' xxax 0 E
"'"1a No Scale No Scole L
146 ~ 146 136 136 130 130
O I G i ~ ~ i _ _ T________`_,------ i ~ , ; --HIGH-RT SSA:-10+446&--_ ~ - ~ ~ _ CB#2 ~ -
__...H1G}~-P.T-ELEV:-1~(~.25--__ _ I__. 144 -r- STA 13+34.43 -13.75 L _ 144 134 ( ) 134 128 ; 128
+ VI ~ I ~ LOW PT STS/, : 13+34.40 ~ ~ - I ____P STA:1O+68.61 T________- _ _ ~ _ ~ I___ TOP OF CURB 125.59 j
PVI ELEV:129.77 j I i - ,-V:-1-2 ;46 ~ I I 142 _ _ _ -_...T_ -----PVk-ST~t:-~3+58:fl0-~----- H1Gkl I X15+1.81_.-v_ ~ INV OUT 122.02 _ i - 142 132 - - 132 126 - 126
I ~ HIGH FT ELEV: 12744. E i --..-PVI-1L-€-V~;-1-25,3-7- , ---_~T. _ --Q ~-VC: 4~~ 87-- ; L01M-P1` S~ : 12+1$.84 PVI ST CB~1 _ ~
A:15+16.8 ~ i T ~ ~ i _ ! _ K: 3400__..__- ~ - ~ LpW PT STA:.16+66.32 140 - ~ - - F -t-(7W-1~T-EtE-V 125:9.0 - --P Vf ~ ELEC.. ~ _ - -
~ ~ ~ ~ 1~27:78~ I- W ; LVC: , 55.20 ! ! ; i LO PT EIE~: 125.64 LOW PT STA: 18+09.1 ~ - ao-_ ~ ~ . ~ ---PVI-1-1+~9~ 91--- a ~ _ - - - 140 130 STA 13+34.43 (13.75 R) 130 124 ' 124 TOP OF CURB 125.59 G
Y o N ` ~ ~ o o K:~O:fl6~ i PVI-STA: fi6~T3~2- ~ LOW-~pT; ELEV: 124.71 i j 138 ~ ~ r~-- c-~-- ---c~ c~; _P.V!-IaLE~:~-2fi. - INV IN 121.88 INV OUT 121.68 128 122 ~ , : ; ; 122
W ~ I i - . ~ ~ i i __.--f'VE-ELEV: 25:82--- - - i PVI ~A: i8~1-0.3 + + ~ K: 30.00 i d- ~ I 138 128 ~ ~ . ~ ~ ~ ~
m ~ r I _ _ _----------N ~ I ~ ~ -T- . ---PVi-EEEV:-124:6-3- ~ - ~ LVC: 95.87 ~ 07 ~ 136 -1I______ ~ _ ~ # ; •N _ __1VSt:_5_QCO----- - l~:-30.QO-'~ -
fn w I ~ I fi r. ~ ~ ~ ! r- ~ I I ~ ~ i i Y - _ i ~ T N LV~• 43.99 I !--END OF PIPE 136 126 ~ - 126 120 . ~ _ 120
~ w ~ ~ ~ . DD I I W W I I + N M r" ~ E`1 134 W m 1~ i ~ r ~ i r ~ ~ ~ I i r 01 i E7 ~ 10+97.74 (0.00) ~ INV END 121.33
U> U> I ~ r-c~ O 134 124 ~ ~ ~ ~ - 124 118 ~PI~P~"A7C"-- 118
i I T- ~ CD ~ c0 d' M - - 48~_RC ~ -
132 ~ ~ > _--F- ~ _ _I____ _ L3--- f m W w------ i ~ ---!i- 132 122 T;__;~~._,_~'~::~ K. 122 116 236"RG 116 _
Q - i ~ -1-- - - _ o ~ i - r-" U (n U U I > w ,w I ~ PIPE "C I P~E?E_J3" --LF--
I'' ~ 0° W ~ > w PIPE G» ~ > t i I i m U> . _ T___-- ~ _ 130 120 ~ - - 120 114 -----~-~0~--- 114
~ - - -..._._..J-_ - W i O ~ - I ° ; 70 LF~----- ~~~_RCP ---i- 0.50% „ _ _
- i_ 7 ~ w 12$ _ _ - - - - - - - - - C~ 0.50%- , , 128 118 R6P _ 15'~RCP-- 118 112 - T_.
_ - ~ _ _ -T-_ ~ - 1_444_'- - --i.S~I,- - - ~ - - ~ E ~ ~ i i ! ~ i 38' I RCP n _ 112
- 126 - - - To-~~TS~nrvc-; - ~ _ ~ . ~ - - ~ ` - 126 116 ~ 116 110 I 110
E_- - i ~ t .0.77 1 - - - ~ - C A .A
124 _ x~ - - - _.------t-_,_ ----~--.._..1....--- - _8x8" 6" TEE DI ft~J__ ; B#3 ~ - - -_T- STA 18+09.40 (1; f i » I , ! SSA 16+16.7T~ ~ E ' ~ f ' 18+09.40 (13.75 R) 124 N ~ ~ N ~ ro ~
_ _ _ ~ » i } T-~ ; „ - ~ , -TOP OF CURB 12~ OF CURB 124.87 N N cv N o N o
122 , ~~$-RC;P~ - 8 CROSS DI ~MJ _ . _ _ _ TO I I I I STA 15+7L821 - y ~ 4 1 : - 'TEMPORARY INV OUT 120.86 _ ~ o,, ~ 23'6 RdP I , i .LE, ®._0,. , )UT 120.86 122 ~ r
CB 3 r /44 LF ~ ~ #
~ 1.5-0% 120 ~ ' ~ - -43-~F--- » ~ - STA 18+09.40 (-1 8+09.40 (-13.75 L) 120 10+00 11+00 11+35.77 -Q+50 0+00 0+50
~ - 9 ~ - I I ( ' PIPE F . - ' ~ --l--- - _ 4g -RCP ; - - - _ ~ - » - - TOP OF CURB 124. _ _ _ i _ ___~i-LF IF CURB 124.86
s ~ _ ~ CB 2 18 ~ PIPE GF s" DIP _._..-pJ # i INV IN 120.72 118 ~ -r-- RCP I 120.72 118
~ ~ _ I _ - STA 13+34.43 -13.75 L i~ - ' • ~ ° ~ 60 LF (AWWA C150i ( ) ~ » INV OUT 120.52 ' ~ ! ~ TOP OF CURB 125.59 __-~6-ft~P-=------- ~ fib: - ~ JT 120.52 NOTES:
_ ~ I ~ _ _ ! I _ I 116 , ' ~ ~ ~ i ~ ; INV OUT 122.02 i I ; - 116 ALL SEWER 8"~ PVC SDR-35 UNLESS OTHERWISE SPECIFIED. CONTRACTOR fS RESPONSIBLE FOR COORDINATING REQUIRED
I ' a - , # w
~ _ ' _ CB 1 114 ~ MN#3 CB#4 ! _ STA 17+70.31 (20.89 R) _ j STA 13+34.43 (13.75 R) STA 15+82.40 .00 T P F R 1 3. 1 INSPECTIONS BY NCDOT AND/OR WITH MUNICIPALITY. - 114 ALL WATER 8 ~ DIP AWWA C150 MAIN AND 6 r~ DIP HYDRANT LEGS
0 ; 0 0 CUB 2 6 ( ) STA 16+28.14 (13.75 R) - I-- _ - _ - _ - - ~ ~ ~ I i TOP OF CURB 125.59 RIM 126.74 TOP OF CURB 126.17 ` =INVERT IN i 20.14 PIPE °H" ~ j UNLESS OTHERWISE SPECIFIED. UTILI~IIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
112 - INV IN 121.88 » INV IN 117.61 INV IN 121.35 ~ INVERT IN i 19.33 PIPE G ~ -----j------- 112 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION
__-1__-_______-' INV OUT 121.68 TO OUTFACE - I V » » ~ ~ I ( ) N OUT 117.41 INV OUT 120.85 i ALL WORK TO BE IN ACCORDANCE WITH THE CITY OF ROCKY MOUNT OF ALL EXISTING UTILITIES AND SERVICES WHETHER SHOWN ON
~ ~ i INVERT OUT -119.33 PIPE F ~ 110 ~ 110 STANDARDS -AND SPECIFICATIONS. PLANS QR NOT. CALL ULOCO AT 1-800-632-4949.
d- ~ ~ C7 ~ ~ t}1 N O N I'~ G0 ~ ~ In ~ O N OD 'n ~ u? ~ ~ r ~ ~ N t o~ 0 ~ to ~ ~ ~ t5T O 00 00 co ~ O C7 ~ ~ ~ to h ~ ~ ~ ~ d- ~ r) N ~ N ~ r~ ~ ~ c0 ~ N ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT
r`7 NN7 NN NN NN NN NN NN NN NN N~ NN NN NN NN N~ N~' N~' N N N ~ N ~ N ~ ~ NCDOT STANDARDS AND SPECIFICATIONS. OF THESE FACILITIES IF DAMAGED. N N
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL SEE SEDIMENTATION & EROSION CQNTROL PLANS FOR DETAILED
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS & PERMITS MEASURES.
.10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
RT ~ ~ 1~ c 'R--, DATE: JULY 2008 PROJECT: 05259
~ ' _ _ CLIENT CODE: HODMOR _ _ .
SGALE(HQHZ) = CADFILE: 05259CP1 KU(;KY MUUN I I WNF NASH COUNTY
EAL
ENGINEERING 6c SURVEYING PC L) L %51 '.1"'ONS C, 'ON "L MILL 2010$ STREAM 50' FIELD BOOK: ® SCALE(VERT): 1'=5p SUDRAWN BY. RF RVEY BY: KP, JB NORTH CAROLINA ZONE;
1906 NASH STREET NORTH TELE: 252 399-0704
WILSON, N.C. 27893-1726 FAX: [phone] NT, NORTH CAROLINA - REVISIONS: ANC DENR COMMENTS 1/7109 PIN # SHEET Cpl
FR T S. B PR,` PLI~N%S CITY OF ROCKY MOUNT, N /N~ SuR~4 fhomwww.bartiett.us.com CRM 3RD REVIEW COMMENTS 11/14/08
CRM 2ST REVIEW COMMENTS 9/12/08
r ~...,~ND D~_L A~~D P R 0 41E,-tJ'~~~~;l0 h' 5~r9 05 9 r'~1 '~,'v:iF ~r•?~`, t~~ .`y,. fry

NOTES: -
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
C3 127.88 250.00 29'18'30" 65.37 NS'20'll"W 126.49 ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
C4 54.37 500.00 6'13'51" 27.21 N16'S2'30"W 54.35 ALL WATER 8"~ DiP AWWA C150 MAIN AND 6"~b PROVIDING BONDS/INSURANCE IF REQUIRED.
C5 281.11 500.00 32'12'44" 144.38 N29'51'S7"W 277.42 D{P HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITLES IF
C6 104.54 250.00 23'57`32" 53.05 N33'S9'33"W 103.78 COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY.
C7 67.75 250.00 15'31'36" 34.08 N29'46'35"W 67.54 CITY OF ROCKY MOUNT STANDARDS AND SEE SEDIMENTATION & EROSION CONTROL PLANS
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 N 58 N 58
a, o a ~ rn PIPE " " X
x p 0 ~ O 11
~ X CB
1 57 ~ y Z PIPE " ~c~ ~ 42 41 ~
d 1~ ~ ~ 25r ~ 47 47 46 45 + ~ 44 43 1~o s" VALVE FH X34 a r- 4a W/ BOX
~F ~ C6~15 CB~fS ~ ~ zw MH~13
~S 1 m 48 w ~ ~ ~ c p
\T 59 60 ro o,~ + rn ~ a
~ ~ 62 0 ~ ~ ~ 0 49 n N ~ (Y, X32 lV , a
N 0 s ~ o ~ Ox + ~ k
D R32.5 + ~ Q? 5~? ~ MH#f MH Q CB#9 d a - h' ~ Q 20+00 Q ~ ~
MH~59 # N ~ ~ RIM 118.31 R40 ~ ~ ~ ~ti
9 4 INV IN 111.4 U ~ 0 ~ ~ ~ Q 6k0 36 k Z
{NV IN 112.2 ~ ~ 1 a, ~ 1 r CB# 01 B
J INV OUT 111 42 F FH R40 +00 C 4 ~ ~ r R 847.5 12+00 - A~ \ZS S WE f PROP. 8" fP WA ~ n CB 10 ~
~ MH FH CB a„ PSG Q IPE "N2" ~ ` Q
~ - PIP "K" ip PR 4 4+0 o
r., p ~ WATER MH#3 ~ i o` ~ ~0~
55 6" VALVE W/ BOX 6" VALVE W/ BOX - M R25 g pRp ~ ~
Q p 8°
' , ~ 8" CROSS Ol MJ STA.13+27:01. f--8=~g=R6""fE1'DI m ~ 7 CB Rpp 8" p ~G Sf~ 22
• ` 54 1 8"x6" REDUCER 54 " STA. 14+86.51 ~ 6Q 2 ~ 4 \ ~ ~ ~ Ip dYq~R MH#9 Q
. , ' , 1-6 VALVE°W/ BOX ~ 1-8" VALVE W .BOX ~ 1 • ~ cr) / w ' W N 5
• , ' S3 2-8" VALVE W/ BOX { N , ~~0 Ql 1-6" VALVE W BOX N ~e~ ~ ( 8"x6" CROSS DI MJ STA, 21+19.83
• 52 ~ 3 . 51 ! ~ ~ • . ~ ~ o. , 15 / 2-6" VALVE W/ BOX
, 50 fa , ~ N ! Q 1-8" VALVE W/ BOX
' ~ ~
• 1 a ` , ' a 1 ~o
' ` ~ ~ • ~ a ~ OV ~ Q.
~ Q~ ~
SEE SHEET CP1 SEE SHEET CP3 SEE SHEET CP4
$YMBQ ( GFNQ_ R\W 46' R W INSTALL TEMPORARY BARRICADE
~ R\w 6" VALVE & 2" BLOW-OFF ASSEMBLY
PROPOSED CATCH BASIN 23, zs
PROPOSED SEWER MANHOLE - 13.5' 15.5'
PROPOSED FlTTING GATE VALVE ~ ~\4' PER FT. t\4" PER FL
PROPOSED SEWER MANHOLE ~ ~ PROPOSED WATER HYDRANT ~o• aas & cuttER
EXISTING WATER LINE - w 2' sPSSn ~ G' ~ /C GRAPHIC SCALD 5C 0 25 50 100 200
EXISTING SEWER LINE - s - ~ aac
~ D
46 R/W - 27 B-B 7 No Scale ( IN FEET )
1 inch = 50 ft.
150 ~ ,
l t ~ ~ ~ - I ~ ~ I , i .j. . .-j'____ ~ - - t ~ i HIGH ~T STA: 22 I-X12,50 150 ~ ~ 1 T-..._._ 1_.._,.___
148 CB~9 ~ ~ , ~ ! _ I HIGHPT ELEV 1~6 41 '
- I I , _ i i I STA 17+56.44 -12.25 L -LDS-P.T:.STA:~9~12.00. € - 148 ~ TOP OF CURB 130.63 - -
I , i E--- i ~ ~ ~ 146 ~ --PVI ELE _ -INV IN 125.06 LpW_PT ELEV: 1132.42 1-_-- ~ ~ I
~ ~ _ K: 10 361.3 I I PVI STA:19+37.00 - -8-06 INV OUT 124,86 , ! ~ ~ 46
CB 5 i 144 # . ECEV~ 1 X2-73
I STA 13+86.46 -12.24 i I T-STA: L ( - ) ~ =0W-PT-STA: ~T2: ; - I I___._._ _ ' # ~ i 144 ~ I CB 10 K -281~,~ f . _--a
- ~ _r..._. TOP OF CURB 127. --_~_k~lGl~-~L;STA. 14~_86.~7 - =$W-PT--E-LE-1 _ ~ ~ 52 HIGH PT V• i 142 INVERT ~ ~EL~ _128.1 -p~tl~A: -6 t-$1N--P~EtE-V:~-~8:9~--i j STA 17+56.44 12.25 R L-VC-3O-00---- i I - ~ ~ ._-_....__-i-N :
~ ; ~ IN 123.00 PIPE K PVI S A:14+61.17 - - _ T ~VLEL -RVJ STA: -6+=5000-- TOP OF CURB 130.63 _ -a-~, _ I---_ ! I_ ` I ~co - M-, - -~VLEL ~ 1~_ i.-_- , ~ INV IN 125.38 o N 1 0 ~ -i 142
j INVERT iN 122.95 PIPE J -P~-E~~~g~~ - 140 I _ _ ~ « „ ~ j r K: 9 ~ .a K: 9 ~ .89 , , i
{ V I IN ERT OUT 121.93 PIP - E ~ ~ LOW PT STA: 11+64.10 61:2-4 ~ LVC: 5 - ~ i ~ 7 ~ INV OUT 125.18 ~ ~ w,_,_ ~ . ~ . CB#10B w LVC: X5.00 f ! , ~ + M ; + ~ N ~ ~ ~ ~ - 140 _ 1 _ -_n._. ; m ~ _STA 19+70.88 (12.25 R) 4 I
LOW PT -RUC-:0:00-- - - ~ ELEV: 124.68 I ~ ~ 138 - ; -"PVI-ST-A~' 12=F01:60-_ CB #6 - - ~ _1 _-L_ _ _ _ ; o - ~ ~ ° ' ~ ! ~ TOP OF CURB 133.37 ! ~ m~ - _ ._--I---_
- - _ STA 13+74.87 12.25 R _ - ~ _ _ r ~ ( ' N CB#10A ~ ~ _ w ~ ~ ~ ' cri c~ ! N v INV OUT 128.4$ ~ ~ _ ! 138
I FVI ~EL-E-V:-1-25:63~~-- ( ) • i-- ~ -t-~ ~ I__ I TOP OF CURB 127.3 ! t° ! cD i ! ~ r 00 +N 136 - --~;-240k7--- _ 7 - - r+o _ ~____._.__-i ~ STA 18+68.13 (12.25 R) - v ~ ~T_-_____. 0:~~% + N N ~ TOP OF CURB 132.01 > m w ~ f~,~„ ~ _
MH#1 i INV OU + N N-+ ~ I_ LVC' S~QQ _ - T 123.08 r _ r r ' ' E t
STA 11+83,63 (0.00 ) ~ I _o ~ ~ w , 1 ~ ~ I- r ; _ - , - ~ 130 134 RIM 123.12 ' ~ " ' ' ' i INV IN 127.05 _ i_ ! q/ _ ~ ~ _2.~ LF 136 ~ v I INV OUT 126.85 ~ 43 ~
MH#59 ~ i i ~ _ ~ o MH#2A ~ ~ ~ ~ ~ > ~ INV IN 113.98 ~ ~ > ~ ~ -r-- !i C~ 0 54~- _ _ _ T ~ z" - 134
STA 10+00.00 (0.00 ) ~ ~ co ~ I - ~ i STA 12+58.02 (-0.74 L) j m-I~" j w ~ ~ m I 128 -RIM ' - 128 132 -INV OUT 113.78 L._--- J--_-~ I r r ~ RIM 125.72 i ' ~ o
I - , - - 118.31 ~ ' I I r N i i ~ f - ~ ! ~ I --~pWWA ~15 ~ I ~ ASSEMBLY
INV IN 111.42 (W) , _ ~ INV IN 116.69 ~ 126 - ~ . w ( . w I ~ 1.2~% ~ i - i ---I--- - _ 132 _ I _ I _ - 1 - - - _-1~"_Ja1Q
INV IN 112.22 (N) 126 130 MH#2 ~ INV OUT 116.49 i - STA 11 +27.88 0.00 _ v > i v > - ( 130
INV OUT 111.42 (E) ( ) - - - - m --r-_-s w-1-___ ~ - • 124 _ _ 124 128 RIM 124.33 ~ m ; - - - ~ - y,'. !8"x6" CROSS DI~ MJ -
, 1 ' PPPPaRE - T__ ' INV IN 115.32 I ' ~ - - _ _ _ _ - „ ! 'x,40 . - STA 21+19.83 E ' @ 1.00%
I ~ - ~ - - 1_,26~~i 33~ LF - - T 115.12 ~ ~ - - _ j ®0.50% ~ ~ P. . ~2-'I"~ ~ I_._ _r _ 1.q.5-~-~ 128
122 - - ; 122 126 i _ „ „ 1 - ~ _ ~ ~ 10.60 _ I i I ~ SDIM ' - - _ I ~ s cROS ~ I >l " i 15 RCP ! $ RCP j ~ I 28- L~ ~'~00%$=I'V-~`-- - _ _ - _ 26
- . . 124 - , _ ~ :RCP. ~ ~ I _ T 0O~ 8„ PVC I ~ ~ i 1 - ; _
120 _ 0.95 o i , ~ S A 13+27.01 f 0.50 . „ . ~ r ~ ~ ~ - ~ ~ 22~:F-~:Q: SQL` - - s," DIP ~ I -155-Lf -C- _ _ I----- - - - AW~A c~5o ~ ~ - - ~ MH~9 . i ~ ._I 124
i - _y. - - RCP , ~ i WA_C.15~_ , ' _ _ , ; ; ~ ; sTA 22+74.62 (o.oo ) f --t-----___T---- RIM 136.86 -
I / ~ ~ / , A WA G ( ! 118 - - - - ~ , r - r - 118 122 ~ -t>~~- - - - " 5=-~-9~--Md--- - - { ~ _ ~ -
- - - ~ - ~ - - ' STA 1~~}48.2~2 I ~ 1 ~ ~"I PVC I-. _ _ _ - f -Ta ~iRE ~ ~ - - ~ ~ i VC - _ ~ _ _ 22 1.00% 8' PVC-` _ i MH#7 INV OUT 127.84 _ 1 ~-~fl2-k~" j MH#6 ~ STA 20+03.20 (-6.99 L)
116 - ---..----._T 116 ~+~DRA1~1=_._-! - ~ J--__ I ~ ~ I I 120 - - ----fig-~F - - - ~ - - _ ~ _ - -0:~0~__ _I F ~@ 0.90 0 ~ I i { j RIM 133.53 I I € I STA 18+48.93 (0.00 ) I _ _ i , 120
-------1--- i I ~ ~ ~ i %8„ o g PVG ~ ~ --a-58-L- - - I INV IN 124.92 TT._ - MH#5 - - -j RIM 131.63 - ' CB#12
114 -__---T84-tF-®--0-8 114 118 _ `I ~ C i „ „ " CB#8 ~ - - -&--F V- ----B-Xs~6-~~L-E-et- M - _~---_.e_.-.- __.w---- ! _I .~p% g PVC ~ I 45' Di ~M~ i STA 15+34.53 (12.2fi R) ~ -1-- INV OUT 124.72 -
, I 1~y--C~-~-0~.9 ~ srQ 14+~6.St-. ~ - TOP OF ' 12.2fi R) STA 16+47.61 (-3.62 L) ~ ! INV IN 123.16 T_ _ - " STA 21+68.33 (-12.25 L) 118 RIM 129.12 ~ INV OUT 122.96 _ ~ _ ~ TOP OF CURB 136.15 '8'78 INV IN 120.95 ~ i - INV IN 132.47
112 ~ 112 ~ I ; sTA 13+5.82 ~ CURB 128.78 - - 116 ~ _ "-1~-UC-- ' _ MH 8
126 LF Q 0:9 ~ i ~ ~ INV OUT 124.26 MH 4 - I MH 1 i _ - ~ INV OUT 120.75 - ! ( # ~ -INV OUT 132.27 116 _ _ STA 21-X29.83 (0.00)
110 - ~ ~ ~ MH 3 STA 14+96.31 0.00 110 114 m.----- ~ - ( } ( STA 11+83.63 (0.00) ~ ~ ~ CB~7 I i ~ I . RIM 135.48 _ _ -~---I- _ _ _ ~ _ i _ _w _ i I
. STA 13+37.48 0.00 RIM 128.46 _ _.__T,_.____--.RIM 123.12 - - - ) L) f I _ _ i _ I INV IN 126.39 (N) 1 CB~13 114
I i i RIM 126.74 INV IN 119.23 NW STA 15+12.35 (-12.25 L) 108 INV IN 113.98 - 1 - ~ ( ) i 08 112 TOP OF CURB 128.69 ; INV IN ~ - 117.61 INV IN 119.23 NE - STA 21+68.33 (12.25 R) I_ _._.....L I I - ~ ~ INV IN 126.39 (W) ~ TOP OF CURB 136.15
_ INV 0 11 ( ) - UT 3.78 INV OUT 117.41 INV IN 124.06 J 1 I , 1 INV OUT 119.03 (SE) INV OUT 123.61 _ - -r------- --f--- 112 _ i I ~ INV IN 126.39 (E) I ~ , --1 ~ INV OUT ,132.59 I I-- I --~---INV OUT 126.19 (S) -r-
106 106 11O ~ ~ ~ - - I j '
' 110
O N d- ~T rnN Nr co `t cD`r ~`t N~ ~O 110 ~ O N N tf7 I~ OI Q N pj ~ N d; d ~ ~ ~ C7 ~ (0 N d} R 6? r C(7 d. 07 I~ Q 0] ~ N ON d-~ p~O ~N O~ Or N I~ ~
N N N N P`) d' ~ to U1 ~ c0 1~ CO 00 61 ~ ,.._N rN r-N rN NN NN NN NN N~ N~ N~ N~ NOJ N00 N00 NO) 01~ QQ Q NN NN ctrl d'd- ~u7 ~ln ~c0 t9
r r ,....N PN rN N rN ~N rN rN r r r r r r r r r ~ r r r r r ~ r r r r r r.
10+00 11+00 11+83.63 10+00 11+00 12+00 13+00 14+00 15+00 16+00 a 17+d0 18+00 19+00 20+00 21+00 22+00 22+79.83
T `1 n11 un ,l,
9 ~ ~4 ~ "is ~ r DATE: JULY 2008 PROJECT: 05259
r~ i~ni•r rnn~• unneanp
l SCALE(HORZ): - 50 CAOFILE: V05259CP11V11 ROCKY MOUNT TWNSP NASH COUNTY
sEAL ENGINEERING & SURVEYING PC
CONS OLDE MILL S7 20106 11tUCTION L STREAM FIELD BOOK: SCALE(VERT): 1)1=5p SUDRAWN BY- RF
1906 NASH STREET NORTH TELE: [phone] RVEY BY: KP, JB NORTH CAROLINA ZONE:
WSON, N.C. 27693-1726 - S. FAX: [phone] PLANS CITY OF ROCKY MOUNT, N T, R TH CAROLINA
suR`~ www.bortiett.us.com REVISIONS: aCRM 3RD REVIEW COMMENTS 4/17/09 NC DENR COMMENTS 1/7/09 PIN # SHEET CP2
CRM 2ST REVIEW COMMENTS 9/12/08
w ^i F: { ,lr:DD, t ~i1"~. i lf. ^T 1 { „ ~,r h U5.7 r. r~fJ- 052, P1 -'D'-5 ~RE`_.,~~.VVG °_~~/r/i ~~29 9.57..2 I,; CRM 1ST REVIEW COMMENTS 8 15 O8

NOTES:
GRAPHIC SGALE CURVE TABLE V SOR-35
zs so 1ao zoo ALL SEWER 8 ~ P C 50 o CURVE LENGTH RADIUS DELTA TANGENT CHORD BRG. CHORD PVC SOR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
OTHERWISE SPECIFIED. C9 199.60 150.00 76'14'34° 117.71 N16'06'30°E 185.20 FLED. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949.
yp;N81k )IP AWWA C150 MAIN AND 6"0 PROVIDING BONDS/INSURANCE IF REQUIRED.
c1o 77.24 25o.ao ir42'os° 38.93 N13'o9'43°w 7ss3 ALL WATER 8"~ DIP AWWA C1 ( IN FEET } DIP HYDRANT LEGS UNLESS 0 ~S UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL
> inch = SO ft. SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF
COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
ALL WORK TO BE IN ACCORDS IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY. SEE SEDIMENTATION & EROSkON CONTROL PLANS
CITY OF ROCKY MOUNT STAN[ SEE SHEET CP4 COUNT STANDARDS AND FOR DETAILED MEASURES,
SEE SHEET CP2 SPECIFICATIONS. ~ 33 UTILITIES SHOWN ON PLANS ARE LOCATED
3 ! ~ c~rf 6" TEE 01 MJ STA. 16-F71.02 ® / ~ ALL WORK ,.WITHIN THE NCDOT I THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE
P Q' ~ 3-6" VALVE W/ BOX NCDOT S ® 11 ~ I SHALL CONFORM TO TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF
Q° SPECIFICATIONS. I \
y ~ / r
1 / i ~ Q° I ~
Q' _
c ~ ~6 ~ N SEE SHEET CF Q', 12 :SHEET CP2 ~ k
h 1P i b rn i Q M 46 I! 55 56 .
C ~8 r 1~ lL P c a / 1 Y _ ~ ~ A
R25or Uc4 A #4 t ~ ~ 13 / o ~ 1 \
i~`~ o / ~ L ~ o k O. ~ ~ ~
GGE ~e G ~ cv Q N ~ -B 29
g NI B Q. ~P ~ rL~' R 27 ~ ~ I -o s, E E '0 ~ ~ `til X>~
v ~e c A ~ ~ 6 w ~ ~ 45 I ~ 57,
w ~ • J, 14 oe ~ 24 ~ 0 0 i
w ~ xQ ~X ~ o e~ = e 0 k xfl i a 0 11+aa 11 74 6" VALVE W/ BO ~ 2Q' pRAIN E
UI ~ ~ ~6' \ IP .N° 'P ~PE'M° 1 0 EASEME 11+aa
~ ~ ~ / / W Q / ~ CB~10 P E °S"
W 8"x8"x6" TEE DI J / Q N STA 10+09.90 ? , ~ `'1 I 20' DRAINAGE ~ -CB~9 EASEMENT44 ~ ~ ~
1-8" VALVE /BOX MH#t~n
15 1~-6" VAL W BOX i 23 ~ I / r2 a / ~ CB#15
/ , 58 z
~ CB 4 / z ~
22 6" VALVE W BOX - M 0 / ~
I - i = ~
q 1t 11 I 43
25 21 ~ t 59
~ cB ~ cB ~ '
~z
o- ~ v~ - t~ „ ~ ~
~ SEE SHEET SEE SHEET GP2
Raw as~R/w Raw SYMBOL LEGEND
23' 23' PROPOSED CATCH BASIN
115' 13.5 PROPOSED SEWER MANHOLE
1~a~ pEFt t~. 1\a' pE(t PROPOSED FITTING GATE VALVE
PROPOSED SEWER MANHOLE
30' p1RB & WT1ER z' Spssn PROPOSED WATER HYDRANT NI E LL - - ~ aft S~WEf~ ALL
e' nec EXISTING WATER UNE - rr - EXtSTiNG SEWER UNE s
0 ~ 7' IVY ®
46 R/W 2 No scale _ L
HIGH PT STA: 15+24.51 HIGH PT STA: 13+75.00
HIGH PT ELEV: 140.63 HIGH PT ELEV: 142.03
PVI STA:12+75.00 PVI STA:15+54.00
PVI ELEV:139.51 PVI ELEV:142.59 K: 68.99 K: 44.21
LVC: 200.00 LVC:150.00
150 ' ~ o 150 ~ -o i ~ I o _ ~ 1 0 -
' ~ ~ ' --r--O - ~ - 8 ~ ~ ~ ~ - - ~ r I ~n - 148
148 ~ ~ - _ _ - - - _ _ - _ ~ ~ ~ O yr ~ ° __C__.---- _ ~
~ i i d' ' _ r- ~ 140 --I ~ M ~ r- I ~ 1 - I ~ ~ _ _ Cg#1 140 ; 140 140 I i 140
~ i ~ ~ ~ _ 146 146 _ ~ . w i . w i MH~10 ~ STA - CB#10 ------__._-_-_-E_~__T
' 13 STA 11 +86.51 0.00 ~ _ ~ ~ - - > ~ - - c~i > TOP 138 STA 17+56.44 (12.25 R) ~ 138 138 i- 138 TOP OF CURB 130.63 ~ ~ _ i
w_ - 1 _ > ~ RIM 135.92 ~ w m INV 144 w INV IN 125.38
i ~ INV IN 129.52 _ _ r - 136 INV --t-- ~ --1-__ ~ ~ I ' ~ - 136 136 ---_..__._.__l__- 138 136 INV OUT 125.18 _ ~ ~ ~ _ -
' ~ i ! INV OUT 129.42 -.1-~ _ -1___ - - - - 142 "
142 M H 4 _ ~ ~ 1. ~ ~ -P i ---1-- - 134 5TA 14+96.31 0.00 } ; ~ ~ ~ 2 134 --P-IP-E 134 134 ~ ~..-_____._-_._-r 134 _;._-.-__m_ 25 LF ~ ! -
8. 6 ~ ~ ~ - - ~ - - , - 140 ~ ® 0.500 !
140 TOP OF CURB 12 4 -f- C i ~ ~ ~ a I ~ ~ - - ~ INV IN 119.23 ~ ~ 132 132 ~ i 132 132 i ~ 132 18" RC ~-----j _ --------------~----__--r._._______..__._..___
INV IN 119.23 I - _ 138 - ~
138 ~ ~ j- ~ Ct I ~ i INV OUT 119.03 ~ A~~ - ! ~ 130 ' ! 36 ~__~_..__-____I- 130 130 - G ~ 130 130 _ _ _ ~ -
, ~ T i ' ~ ~ - - - - - - - 1 - - CB#15 _
136 - - ' VC I s" TEE Dl r~~ 128 8 ; - ; ! - @ ti ~j o STA 16+71.02 12$ .~1------___-...._r..__.. 128 128 -STA 10+00.00 0.00 12$
~ 1 ' - -1.~ - - - 134 41 ~ TOP OF CURB 122.27,
134 __-,------______.-r------- I ~ j 1 ~ ' ' _ I ~ _ _ ~ - - 126 ~ 126 126 INV OUT 118.29 ~ 126 126 .::..1:24.1~F' :C~7::0.:.5.0°r.i:18" .R(.R,~. _I _ _
_ { a ! » _ ~ __L__.-.- _ ? - 132 -,--,--'----r , . -
132 ~ ! .T5%~' ' _ 124 i ~ ~ _ ' - 124 - ~ - i- 124 114 124
i ' 130 - ' ; STA 15+23.96 (0.00)
t 130 ~ - ~ ! 122 M 1 - _ _ 122 C6~9 122 1`l_2 - 122 _ - ~,I`
i ~ - ------C_---- , ' - INV OUT 135.58 ' 128 - a" oIP -STA 17+56.44 (-12.25 L) - ' -
' MH~11 _ 128 ~ . ~ _ _ i - _ -------r--- ~C - _ ~ I 120 _ ~ TOP OF CURB 130.63 ~ 120 1?_0 120 120 r----- a-T, '
STA 12+82A0 (0.00) ~ I - ~ _ i C R 13$.94 - ' INV IN 125.06 W. - - .`13`1~~:~.:C~~.:D;50~:-1~5`~RO~::. -m 118 INV OUT 124.86 ~ _
_ TOP OF U B _ ~ - - - 126 - - _ ! --{i--- 118 o- INV IN 131.36 118 -r-- - 118 1.1 g ; -
- i ~ ; I ' ~ j INV OUT 131.16 ! ~ - 124 ~ ~I _ ------T- 1
124 -'-~4- _ ! ~ ' ~6 ~ _ ~ ~ 116 . 116. j ---1--- 116 116 END OF PIPE - 116
- ~i i 1 - i ~ i _ ! ' ~ - ! 122 I-- ------i----- 11+31.00 (0.00 } _ 114
122 - ~ I _ ' ~ 11 _ - - i I ~ --_1-- 114 114 - i INV END 117.63 114 I I ~
- - I ~ I 8"x~ x6" TEE OG MJ ~ I T~-- ~ _ 120 _ -
- ~ ~ ~ T sTA10~-a9.9o ! ~ - ~ 112 112 I , ~ 112 } 112
~ ~ i I 112 _ , 1 r I ! , ' ; a ~ . - ~ ~ '
~ I -C 11 118 , E 1 ; ~ 110 110 ~ ~ 110 110
' i I I ~ ~ ! ~ ~ 116 116 rn w ~ ~ ~ Op ~ ~ ~ N 00 00 ~ ~ ~ c0
OlO O r cfl to 00 cfl N ® O ~ t0 ~ r O ~ ~ ~ r ~ Cfl 0 ~ ~ r`1 ~ ~ ~ CO ~ m C7 ~ ~ M ~ ~ M ® 0 ~ ~ ~ N tD ~7 Uj O r ~ ~ ~ ~ M N N N N N N N N N ~ ~ r r
. d' ~ d. Lp ' tX3 ~ O (7 Q r: N f N r ~ r N O N ~ r ~ r ~ f r
~ pp O irj ~ tV ~ ~ ~ ~ rr') ~ r~ M d- ~ d- d. ~Y d' d~ d- d' ~ `f' d' r~
r- t-- x- 10+00 10+00 11+00 11+74.50 10+00 11+00 11+45
14+00 15+00 16+00 16+81.02 10+00 11+00 12+00 13+00
DATE: JULY 2008 PROJECT: 05259
,,`4 Ulfnp~~~2r' CLIENT CODE: HODA~OR
_ s _ SCAT F(HQRZI: ren~u ns~~grp~ ROCKY MOUNT TWNSP NASH COUNTY
ff'% 16-
q "LDE MILL E"..
PC G"ONS' SEAL ENGINEERING & SURVEYING , I-r--"'UC TION ~ STREAM FIELD BOOK: ® SCALE(VERT): 1' _5 DRAWN B Y: F JB NORTH CAROLINA ZONE: SURVEY KP,
20106
m 1906 NASH STREET NORTH TELE: [phone] U NT, NORTH CAROLINA REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08 PIN # SHEET CP3
PLANS CITY OF ROCKY MOUNT WLSON, N.C. 27893-1726 FAX: [phone] CRM 1ST REVIEW COMMENTS 8/15/08
IS. BPS www.bartlett.us.com FR, a<<S pilots Nc & suR
I r „,R 1 '~i?rp( >~z i-, REr2.PV(„5,~E ~0-9 8:5,P1t

NOTES: GRAPHIC SCALE
_ CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL EXISTING UTILITIES AND SERVICES WHETHER
ALL SEWER 8 PVC SDR 35 UNLESS PLANS OR NOT. CALL ULOCO AT 50 0 25 50 t00 200
I D. ALL REQUIREMENTS/CONDITIONS OF ALL SHOWN ON OTHERWISE SPECIFE 1-800-632-4949. ENCROACHMENTS & PERMITS INCLUDING
ALL WATER 8"~ DIP AWWA C150 MAIN AND 6"~ PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL DiP HYDRANT LEGS UNLESS OTHERWISE AND REPLACEMENT OF THESE FACILITIES IF ( TN FEET
SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR 1 inch = 50 ft.
COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
ALL WORK TO BE IN ACCORDANCE WITH THE NCDOT AND/OR WITH MUNICIPALITY. CONTROL PLANS SEE SEDIMENTATION & EROSION
CITY OF ROCKY MOUNT STANDARDS ANO FOR DETAILED MEASURES.
SPECIFICATIONS. UTILITIES SHOWN ON PLANS ARE LOCATED
ALL WORK WITHIN THE NCDOT RIGHT-OF-WAY APPROXIMATELY. CONTRACTOR SHALL BE SEE SHEET CP2
SHALL CONFORM TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATIQN OF
SPECIFICATIONS. 28
N AE 0 INSTALL. TEMPORARY BARRIC D
8" VALVE & 2"BLOW-OFF ASSEMBLY ~O 29
1 31 31
~ ~ 32 I N ~ 33
3 34
37 ; a 35 36 Q o 28 1

8"x6 GROSS DI MJ ST 11+23.09 6" TEE MJ STA 14+5~ d a 2-6 VALVE W/ BOX 3-6" VA VE W/ BOX MJ STA 14+58.7 R40 R47.5 VE W/ BOX
a ~ t-8" VALVE W BOX _ ° 15+87 1 0_ 27
~ / 2 15+00 MH~15 ~ e
CB#~ 2 e! 'o #13 - 14+a0 / , R40 14+00 CB#14
R32.5 _ FH
x 12+Oa EWER PROP. 8" .PVC. S. +aa 247.5 11+50 20' DRAINAGE 11-F00
1 a+oa " WATER f ~ R40 1 ~0 EASEMf_~_ -----°;.~__----1
MH#13 E ^e M #8 PROP. 6 D MN#13 Q~pE
~ ( - "'`~R25 3$ CB#11 PROP. 6" DI WATER e ® TYP. R25 /W R32.5 6 VALVE MH#15 pIPE'R. ' Z ~ ' W/ OX
1 - ( S
R47.5 R25 / R40 R47.5 i ~.1 to FH .,.1 Ln
~ R40 ~ C(, ~ (TYP) ~ W t` 2~ - R40 6" VALVE
P~ ~ / , ^ ~ ~ o ~ tY, m I b I
~ a~' e~e~" ~ ~ m ~Q~ x Q 6 LVE F 6"-45' DI MJ --1 _ p~ l d =N W/ BOX 26 10 I 'S~ 25 ~
~ W/ OX STA 10+29.73 W ~ ~ N
~ 6" vALVE 7 QC ~ W~
_ C~~` W/ BOX
SYM80L LEGEND Q~ x F. ~ ~ ti ~ ~
~ 40 W d ~ ~ ~ 25
PROPOSED CATCH BASIN '1
PROPOSED SEWER MANHOLE 39 Q 39 # PROPOSED FITTING GATE VALVE P® ~12 23
PROPOSEp SEWER MANHCtE
SEE SHEET CP3 PROPOSED WATER HYDRANT SEE SHEET CP2
ExISTiNG WATER LINE w -
EXISTING SEWER LINE -s
a~w R\W as~RjW RAW
23' 23' 73.5' 13.3'
„4 P~ „4. ~ S SEW ~ C~U7~AL
9 f
30' CURB & CUTLER
2' S9.SA 8' ABC .
46' R/Vd - 27' B-B
No Sca4e
- HIGH PT STA: 14+45.78
HIGH PT ELEV: 139.61
PVI STA:14+75.00
PVI ELEV:140.34
K: 32.84
LOW PT STA: 11+26.95 LVC:150.00 150 150 150
150 _ , 150 150 i ~ LOW PT ELEV: 135 61 - o - 1-__ ~~PV~STAa 11-+-5-1.95-- ; ' N 0
I O ON _ ~ ~ 002 1 ~ - ~ 148 148 -i-___._.._..-_._ 148
148 ; ~Vi-EL€~/:fi3-5:$4 _ ~ 148 , 148 I ~ -
i i r ~ ..~~C:.'~50.00-._ ~ ~ - - - ' w 146 146 I_,__ 146
14fi ~ 146 146 , , I I I I _ - - --~i
----------I--------- -j- ~ r ~ m ! j i ~ ~ - w w.-- 144 144 ~ i 144
I 144 ' C° r I ~ > 144 ; 144 , i I m m
f f - ' ~ . ~ _ ~ 142 142 _ ~ - - - 142
I ~ - 142 ! ~ i 142 142 - M H~ 13 ! ~ ~ ~ ~ I'~ - ~
~ i - CB 11 I-- ~ ~ # STA 10+00.00 (0.00 ) I - ~ ~ - 140 140 CB#14 ~ I _ 140
STA 10+00.00 0.00 ~ > i.__T ~ > I / ~ 140 { ) 140 140 RIM 134.46 ~ .r i i ~ _ _
TOP QF CURB 133.70 V T 126.96 m ~ I ~ - IN OU 1- j ~ ~ INV IN 129.73 I ~g% i e__._ " STA 10+00.00 (0.00) e__. ' 138 138 - TOP OF CURB 136.50 138
138 138 138 ~ I_ - i INV OUT 129.48 ~ I . L_-._ I E ! ; ~ ~ INV OUT 130.16
- 136 136 - i - _ ~ - 6 ~ i 136 ~ .0.90% I ~ ! - ' -r- 136 136 136 ~ ~ _ ~__r
i j 7----__.i r-- 1 I L._ ~ T__._.__._._____.-- I ! - I HYDRANT 134 I' 134
134 134 I ~ - ; - 134 134 6" TEE iDi MJ I _ - _-L.-__-----_
i - I--- - ~.T: _ ~ - _ L~._...---- . , ~ I - ~ R. ! ~ _ I i--- - _ - - ~ sTA 14+~a.~a ~ 132 132 ~ ~ - 132
132 132 132 " " ; I ~ „ 8 '6 CROSS D~ ~ ~ ~ L-.._._ _ -0-- ~ - l ~ ~ j _ -
- , ?P , . . , 6" 45' Df MJ ~ STA 11+23.09 I ! i
:~Q~a~$' 8..-FIRS- - ' 130 . ,~..._~E@ •=0 0 130 STA 10+29.7 I ~ ~ ~ ~ c ~ ! 130 130 _-F_-~~. .~-pq 130 u ,
l ~ . HYDRANT i ---2~ f 3_I..F ~3_I..P C~ 0.5Q,'% 8 PVC ~ i_---- '
128 128 1-1-3-LF-C~-'0:3 8a-tF-@-s-5a%8-P~ ~ - 128 i 0~ PVC -'i - ~ ~ 128 128 - ~ ~ ?28 t ~ I ~ _ i T _
- - I -
I ~ - - 126 ~ - --END OF PIPE 126 126 j ~ - ~ ~ - 126 126 END OF PIPE 126
I ' '--11+04.00 0.00 - - - _ L--.;-____- 11+15.81 (0.00 )
{ ) MH 8 ~ i # _ _ - - I---INV END 128.96 124 124 l 124 I I STA 21 +29.83 (0.00) I, , _ - k MH#15 124 124 INV END 128.43 124
- RIM 135.48 i STA 15+86.55 0.00 - ~ i
MH~14 122 ~ - 122 122 ~ INV IN 126.39 (N) - STA 12+93.27 0.00 RIM 136.80 ~ 122 122 -i--------~-- ~ 122
~ ~ { ~ ~ INV~IN 126.3,9 (W) ~ - RHM 137.81 -~_I---- I , ~ - ~ ~ INV OUT 128.96 _ _ ( _ f ~ - - -
120 120 ~ 120
120 - - 120 120 ~ INV IN 126.39 (E) ~ INV IN 127.49 - ' - V T 127.29 INV OUT 126.1.9 (S) - IN OU ; I
~ ! I ~ i i 118 118 ' 118
118 118 118
N ~ tn~ t()~ O~ t0~ I.C>~ t1>Q QN cfl N d- M CQ Q N d- ~ N} ~ tp ~ 00 ~ t0 00 N d- ~
01 01 N ~ tn~ tn~ cD~ ~ ~ Ol~r r~ Nm N N r~ r~M ~M fit'? ~N) ~t~ "~M Nm N~ `~02 ~I`` ~(d M~ ~ N N
r r r r r 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
DATE: JULY 200$ PROJECT: 05259
q,~~,e„m~a,,,
_ _ _ _ _ ccni FrNnR~~~ a~ENTrCODc~GHODMOR ROCKY ~AOUNT TINNSP NASH COUNTY
5Or l,MLlr ILG- VJLJZ7VT- 1 - . . STREAM FIELD BOOK:
ENGINEERING & SUR SING, PC r SCALE(VERT): 1"-5 SDRAWN URVEY B BY. KP. JB NORTH CAROLINA ZONE:
20106 ' CONSTRUCRON OLDE MILL 9 rn -
1906 NASH STREET NORTH TELE: 252 399 0704 ~ ~ ? .,aB ~'GINBE t4 1/7/09 OSMMNTS 4/17/09 PIN # SHEET CP4 )NT, NORTH CAROLINA REVISIONS: QNCMDENR REVIEW ENCT
'y WILSON, N.C. 27893-1726 FAQ: [phone] MOUNT, PLANS CITY OF ROCKY FF ''a T S. B P~ CRM 2ST REVIEW COMMENTS 9/12/08
& SUR www.bartlett.us.com R'b ~4 +rr+rrli++pN++ G CRM 1ST REVIEW COMMENTS 8 15 08

NOTES;
ALL SEWER 8"fi PVC SDR-35 UNLESS CONTRACTOR RESPONSIBLE FOR COMPLYING W{TH ALL EXISTING UTILITIES AND SERVICES WHETHER
OTHERWISE SPECIFIED. ALL REQUIREMENTS CONDITIONS OF ALL SHOWN ON PLANS OR NOT. CALL ULOCO AT
ENCROACHMENTS & PERMITS INCLUDING 1-800-632-4949. GRAPRIC SCALE
ALL WATER 8"~ OlP AWWA C150 MAIN AND 6"~ PROVIDING BONDS INSURANCE IF REQUIRED. / 56 sD o 2s so Loa zoo
DIP HYDRANT LEGS UNLESS OTHERWISE CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL
SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR AND REPLACEMENT OF THESE FACILITIES IF COORDINATING REQUIRED INSPECTIONS BY DAMAGED.
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~,
SHALL CONFORM TO NCDOT STANDARDS AND RESPONSIBLE FOR VERIFYING THE LOCATION OF SPECIFICATIONS.
45.00 - 30.00
13.00 12.00 1200 5.00 6.00 (Y4DENING) (E%ISDNG) - {EXISTING) (YADENlNG) 6.00
t' ~9.SA OVERLAY
° 1 4' PER Fi. 1 4'
I Q 1 ` PFR R DpF.
FUTU 3' J.J~~ `~~E e' ABCSA 'S
DEVELOP ENT F 7,
STA. t 8+05
'o ~ I) ~ NEW RIGHT TURNS ANE No Scale
3 NEW RIGHT TURF APPROACH TAPE APPROACH TAPER = 300'
BAY TAPER = 2 CONTROL POINT BAY TAPER = 200'
DECELERATION N 800736.3180 ~ STORAGE = 75' DECELERATION = 250' STORAGE = 75'
- 2334114,79$0 a
E ~ R25 0 ELV: 121.37 (NAND 88) EXIST. 24 WATER LINE ~ ~ ~ ~ ~ _ _ R/W RAW ~
. _ 45.00 - 30.00
~ _ r,, , ,
LZ.TL3''S 1~ LC~11] L1T,U 11 ` 1 ' _ : W c..eA ~I 10 .OU, 11 x-00 1 ? t OU _ - 1 Sf-O - . 1-4+OD , W _ ~ - A ~ ~~~y'"''~--~~ ; • 6.00 15.00 72.00 12.00 5.00 ~ _ (4NDENING) (EXISTING) (EXISTING) (VAOENING) 6•~
1~+-0d 16 r OU 'f7# 0J . -18+0 ' 1 y+i ( ) L O-I 00 r s~9sA ovER~nY
- _ _ _ _ --.,i _ + 4 2'{'05 1 4' PER 1 4' PER fT. _ _ 1~ PER F7; ~6
. , (T ~ i _ _ -Il R 1T1T~ CTtiTZ ~T 1TITT mZ-r~m rt ~-rc ~r rr,-r ~E 2' SF9.SA~ `Fpp
boat, S- 8' ABC P
24"x8" TAPPING SLEEVE
W VALVE & BOX STA. 16+80 No Scale
NEW. LEFT TURN LANE APPROACH TAPER = 300' NOTE:
BAY TAPER = 200' ASPHALT OVERLAY NOTE:
PROPOSED ROAD WIDENNING DECELERATION = 250' STA. 10+00.00 TO STA. 20+05.00 CONTRA( CONTRACTOR IS REPONSIBIE FOR PAVEMENT
_ ` (AREA = (8,924 SQ.FT.) STORAGE = 125' r___::®___ (AREA = (33,516 SQ.FT.) MARKING MARKINGS ON HALIFAX ROAD.
I R/W ~ R(W
i
45.00 _mm_.._ 30.00
t~(Q,QI„ LEGENU 26.41 12,00 12.00 5.00 6.00 {N7DENING)-'"~""~~ - (EYISTiNG} (EXISTING} (VApENING)
t' ~B.5A OVERLAY
PROPOSED CATCH BASIN ® d NFDIAN SNADYBROOX DRfVE 1 4' P tT. 4' P fT,
PROPOSED SEWER MANHOLE ISLAND ~ - 1' PER FT ~E J.~ ~
PROPOSED FITTING GATE 4ALVE ®9 ~ ~ 2' SE9.SA B` ABC
PROPOSED SEWER MANHOLE
PROPOSED WATER HYDRANT EXISTING WATER LINE - w -
EXISTING SEWER LINE s -
STA. 16+27.40 No Scale
R/W R/W
30.00 30.00
s.oo 1z.oD 1200 s.oa
6'~ ` (WIDENING} (EXISTING} (EXISTING) (WIDENING} 6.00 1' SF9.5A OVEIiIAY
142 i _ , I~ ! i 42 t 4' P FT. 1 4' PER FT.
~ ( - ~ ~ i ~ ' ~ ~ i ! i i i i t• PER F•'~ PER ~4. E7:
I - - i ~ - 140 - ' J. `i' ~ ~ I 140 2• SF9.5A~ , i - ~9ot, 8 A6D
i j i i ~ ~ ~T - - ~ I i I ( i i ~
_ ~ i ~ ~ 138 -r- - ; - I ~ j ' ' 138
~ ~ i ,
136 ' ~ - - J~- ~ i STA. 13+00 TO STA. 15+?5 136 -.r--~-~-~ I No Scale
i i i.--- I - _.L - ~ -
134 - ~ - ~ R I ~ ~ 134
I ' ' ~ ~ ~ ~ I - - --------I---- ~
i i ~ 132 ~ - ~ - - i ,
_ j I i ` ~ ' [ i _ r_ -~---E-,..~-~--- LEFT EDGE OF PgVEMENT 132 R~ ~L_.------ ~ - Rn~ _
i i I ~ i _ ~ 130 _ - _ f - ' 130
RIGHT EDGE OF PAVEMENT ! _ ~ ~ - 3D.00 ~ 30.00 i --.-----___--T_..____ 6.00 12.00--- t2oo 6.Do
128 = _ _ ! - ~ } ~ ' j , - ~_a
' 128 ~ ~ ~ ~ i' $F9.5A OVERLAY 1 4' PER F!. 1 4' P R fT.
- 1 I A - ~.---f-- ~ ~ 126 - _ - - . ~ _ _ _ ~ - T - r-
, f - f - I 126 P~ ' PER F, I _ _ I 7 ~ l
~ ~ - i ~ - --___~i I _ ~_-_--r--------- - _ 124 ~ - - _ ! Stye y~ ~9oP
_ _ _ ~_--'-'___~7 - , ~ 124 ! I 1 ~I
i i ( _ ~ _
122 ~ _ _ ' . _ I-----------I F ~ i 122 STA. 10+00 & STA. 20+05 ~ _j____ -_______I__---___-----i No Scale
~ ~ ~ ~ i ~ ' 1 - i _ ~ ________1. 120
f _ u_._ 120 - - ~
- ~ ' i , ~ r ~ f ~ ~ r , ~ ~ i I --L___._ i I ~ ~ i- -C- { -
i i - -_____._-I- ~ I _ _I 118 ~ ~ ; i i i - ~ ' ~ 118
~ i ~ j ~ ~ j I
116 i ' ! ~ 116
LEFT EDGE OF N~ `°o N,~ cor N~ c0.~ DaN ':o ~`rn "~co r O N'' N `t r') d- ~ N ~ 115 ~ c0 ~ ~ ~ ~ ~ 00 ~ of ®C5 r N N ~ N d- r7 ~ ~
PAVEMENT ~N ~N NN ~N NN ~N NN NN NN NN NN ~N "'r~ ~M r r r r r r r r r r r r r r r~~ M
10+00 11+00 12+00 13+00 14+00 15+00 6+ r s ~ - . 2ofo51
1 00 17+00 18+00 19+oa 20+00
00 N ~ In (p N Q d' 00 t0 r I~ t0 r U? ~ (4 01 RIGHT EDGE OF t°~ NN rnr `P~ Nr ~r• N~ `"r °'DO ~'c,, fir` '~co o~
N N t+} ~ M `f d' d° ~ ~ tfT ~ tp ~ tQ ~ I~ ~ 00 ~ ~ ~ 0) p 0 N N ~ f~ `r d' ~ to PAVEMENT NN NN NN NN NN NN NN NN NN NN NN N ~ ~ r') ~ M? u~~ ~ r~ ~ ~ ~ r i M ~
r,,, r r r r r r ~ r r r r r r r r r r N ~ 1'7 r r r r'3 r t'7 r~ r r r r r r r f
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+04
lenra,,~ DATE: JULY 2008 PROJECT: 45259
T ` ~ E ~ CLIENT CODE: HODMOR nnnvv ~ ens u~r ~~n inn .o i o n~~ ~s.r.i
Z>UALt-kHUNL): _ 50~ CADFILE; 05259CP1 ItVVf<T MVUN I I YYI Zor NAZoN UVUN I T
FIELD BOOK:
ENGINEERING & SUR SING PC DEa mILL *//U CONS -7-''*-%N UL 2p 106 .L STREAM SCALE(VERT); 1 5 SDRAWN BY: RF URVEY BY: KP, JB NORTH CAROLINA ZONE:
f r U 1906 HASH STREET NORTH TELE: [phone]
~1LSON, N.C. 27$93 1726 FAX: [phone] J NT, NORTH CAROLINA REVISIONS: CRM 2ST REVIEW COMMENTS 9/12/08
FFR iherT BPR60` MOUNT, PLANS CITY OF ROCKY LNG URJ~ r++~+t+++++ www.bartiett.us.com &S CRM 1ST REVIEW COMMENTS 8/15/08 PIN SHEET CP5
CADD'v,_LAhIDPRn "v r 9 " c it 2 M 9 a F

. CONSTRUCTION SEQUENCE PHASE 1 ;
i. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION CONTROL PLAN HAS BEEN APPROVED
AND PERMIT ACQUIRED. NOTIFY NC DENR AT 919-791-4200 OF START DATE.
2. INSTALL APPLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING PAVEMENT pR
DEMOLITION) ACTIVITIES. SYMBCJL SEE TERMINUS DETAILS A & B & B STREET STgNE SYMBOL BASe .
3. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TD PLANS AND AS NEEDED. CONSTRUCT RETAINING WALLS, LAYOUT PIPE °AA° AND BACKFILL TO PROVIDE ACCESS TO SITE. USE BYPASS PUMPING r.e
(SEE DETAILS ON SHEET DT3) iE[E sl vik°oa°?Laaiatia
4• CONSTRUCT TEMPORARY SEDIMENT TRAPS WITH BAFFLES AND TEMPORARY DIVERSION CHANNE ~ >ae <°>8 e LS EARTH BERMS SO' MIN, I! I I de~ti'~aoee4 e
OF TEMPORARY SEDIMENT TRAPS AND DIVERSIONS ARE TO BE STABILIZED WHEN BUILT. Q Q ~y ~.°'y'
5. BEGIN GRADING AND MAINTAIN DEVICES AS NEEDED. ~D? C~NSTRUCTIDN 1, LAY pNE HIgCK QN EACH S[DE pf THE STRUCTURE SAIL CR GRAVEL DIKE SEE TERMINUS SPECIFICATIDNS AND INSERT A 2' X 4' WGDD STUD THRpUGH THE MAY BE NECESSARY
6• BEGIN CONSTRUCTION OF UTILITIES AND STORM DRAINAGE SYSTEM. IN111ALLY LAYOUT PIPE RUNS "S°, °B°, °M°, °O° & °R° UP TO TEMPORARY SEDIMENT TRAPS ~2, #4#, #5, #6 & #7 RESPECTIVELY. INSTALL ~ j HlOCK VOID AWAY FROM THE INLET OPENING t0 BEHIND CURB IF GROUND
NECESSARY PIPE OUTLET PROTECTION. ~ ~ 1 ' M N, CDNSTRUCTIDM NOTES 2 I DETAILS C & D A!!pW FOR gVERFLOW, LAY A RQW QF BLgCKS IS LBWER THAN TOP qF AGAINST THE WOAD STUD ACRQSS THE FRONT !)F CURB
V ~ 1, FINE GRADE, LIME, FERTILIZE, AND SEED 7. UNTIL BOXES ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MAINTAIN PIPE INLET PROTECTION PRIDR TO INSTALLING ERgSIDN MATTING. THE BASIN, 2, CAREFULLY FIT HARDWARE CIpTH COMRARABLE
FOR STORM DRAIN UNDER CONSTRUCTION DENGE AT END OF DAY OR ONSET OF RAIN. J E, INSTALL MATTING WISH DIRECTTDN qF FtgW, EXCEPT AT LAP Jq[NTS AS ILLUSTRATED IN WIRE MESH WITH 1/2' OPENING AVER ALL BLACK N OPENINGS ALLOWING ENgUGH AP~N FQR THE GRAVEL
i 8. INSTALL CATCH BASIN/YARD INLET PROTECTION AFTER BOXES ARE BUILT AND BEFORE CONSTRUCTION OF CURB C~ 6" MIN, TERMINUS DETAIL C. AND GUTTER. 3. LAY MATTING FLAT WITHOUT STRETCHING PRESS ENDS 4' INTO SAIL FILTER TO ANCHOR THE MESH AND ENpUGH F#;SH
qR WRINKLING AND SECURE WISH STAPLES 9. CURB INLET PROTECTION TO BE INSTALLED AFTER GRATES ARE SET OR AS SOON AS CURBS ARE CONSTRUCTED. ~-3' COARSE AGGREGRATE AS SHOWN qt4 TYPICAL CONFIGURATION, AROUND STRUCTURES AND TO OVERLAP CASTING AND C[tVER OVERFLOW. STAPLE SECURELY. 8. USE NCDOT #57 qR EQUAL CLEAN GRAVEL TO TpP OF
10. INSTALL SILT FENCE OVER AND AROUND PfPE OUTLETS. BL~KS PLACED AT 24 DR FLATTER SLOPE. CED4CRETE CURB & GUTTER
11. GROUND COVER TO BE ESTABLISHED ON SLOPES OR OTHER AREAS (INCLUDING STOCKPILE AREAS) WITHIN 21 CALENDAR GAYS OR SOONER FALLOWING COMPLETION OF ANY PHASE OF GRADING. ANY DISTURBED LOTS AND
SPOIL, TOPSOIL, WASTE PILES TO BE STABILIZED. SEEDING TO BE DONE AT RATES AS INDICATED ON PLAN.
12. AFTER GRADING 1S COMPLETED, TOPSOIL STOCKPILE AND WASTE AREAS TO BE REMOVED AND AREA STABILIZED. GDNDITtgNS WHERE 4herevm troffk ~t bt 4ovhs o constructbn site and ,rovMp dr e<ay onto a GDNSTRUCTIgN I. a¢or the entronce and eNt area of as vegetntbn, roots, and other obJer SEE TERMINUS DETAIL A & B MAINTENANCE 1. INSPECT THE BARRIER AFTER EACH RAIN AND MAKE PLAN REPAIRS AS NEEBED.
13. AFTER ROADWAYS ARE PAVED AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, INCLUDING EASEMENTS, PRACTICE APPLIES pAdtc rood or other oared ofi•aite area tmstrucaon piam should udt traffic tbnabVe naterbi and to properly carao-ucted eno-ancxs. SPECIFICATIONS property arod• lt. LOT IMPROVEMENTS, .AND WASTE PILES. REMOVE TEMPORARY MEASURES INCLUDING SEDIMENT TRAPS (EXCEPT the prove to aw speaifk grade and ainensbns shown on a,e plnn:, ana OVERFIpW~ 2 REMOVE SEDIMENT AS NECESSARY Tp PRQVIDE WIRE SCREEN CWtB INLET
DESIGN CRITERIA a9pregrote she-use z-3 Noh washed starrc TST ~1) AND ALL UNSTABLE SEDIMENTS. SMOOTH AREAS TO BLEND WkTH ADJOINING AREAS AND STA$ILIZE PROPERLY. REMOVE ALL TEMPORARY MEASURES ONLY AFTER AN INSPECI1ON FROM THE LAND QUALITY SECTION. rya s Y+°`°iir"s n ~ f'~1de ~°ee w aanr *ater to a s¢atna^t trap or aa~' sWtot~¢ o4aet• ADEQUATE STORAGE VQLUME FOR SUBSEQUENT RAINS. FLO a WHEN THE C~JTRIHUTING DRAINAGE AREA NAS BEEN -
NMtM 12-ft Mnlwn ar fu14 whdM at all prints of the veMeaor 4, Uae plat¢xale Fdxks MCa4H a,ey MprOr! staMllky Of ale foVdlatbn 4, 14. ALL APPLICABLE E&S CONTROL MEASURES TO BE PROPERLY MAINTAINED UNTIL A VIGOROUS STAND OF ~ft~t ^c~~ exit area, wl~aherer +s great¢r muaons s4b,~ect to s¢eoagc or raph Dater tall:, ADEQUATELY STABILIZED, REMOVE AL! MATERIALS ~,o„ Y,. ,
PERMANENT VEGETAION IS ESTABLISHED. _ MAINTENANCE ~ Me p•awN Dori t, a aandttan w prevent r,w or wmnent Fron teavtrg La<oaan-taste construe en ~ roxlnun utAlty by aU~constructltan vehkles q~teY Pos~urof~¢pIt¢' TMs naY r¢gyyg pcNOdk tppd'BSSfip Nth Z-kKh rtaie. DISPOSE ~ SPRBOPERLYIHRING THIE D STURBEB E ~ AREA TO PROPER GRADE, THEN SMOOTH AND
IeaJmp the slte and to 4nped ony structure uses to trop sedlnent and Mean K ou 15. EXTEND PIPE RUNS °S°, °B°, °M", °O" & "R" TO DESIGNED LENGTH AFTER REMOVAL OF SEDIMENT BASWS #2, 6i9ure so5ox Avdd steep grades and entrances at a4^vss ti pWdk roods. as necessary. Imcdkidy renav4 aU ahJectkmMe nat¢riats spAfed, washed, ~4, ~5, ~/6 & #7. INSTALL DISSPATOR PAD AND LEVEL SPREADER AS INDICATED ON PLAN. tracked onto publk roadways. - COMPACT IT. APPROPRIATELY STABILIZE ALL BARE - AREAS ARQUND THE INLET. 2' X 4' WQOn STUD
VasMng-IF can<Btbns at the skc are such Mat iws4 of the mM ad seancnt are rrot rnwved by veMdes MawNMp over the provN, the Nr¢s should be 16. MAINTAIN AND RESHAPE TST#1 TO REQUIRED DIMENSION AS NECESSARY. ~a~ d~ p a*sretid rx dom o^ a+ area :tow~ued-Ntn crush¢d stony that
trap or other suttabie dhposol ores. Awash rock naY nt o be Geed to rake wosWnp Wore Canvenknt and efFectHe. 16`X8'X8'HOIIOW CONCRETE MASONARY ELEVATION
MAINTENANCE; BLOCKS
CHANNEL STABILIZATION V GRAVEL CONSTRUCTION ENTRANCE 1. EROSION AND SEDIMENTATION CONTROL DEVfGES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER REVISIONS REVISIONS IILIZA,TION W/EROS60N MATTING (SHEET 101* 3) TEMPORARY BLOCK AND GRAVEL CURB INLET PROTECTION
EVERY RUN-OFF PRODUCING RAINFALL. APPROVED STD. NO. CITY OF CITY OF ROCKY MOUNT APPROVED STD N0. REVISIONS APPROVED STD. NO.
CITY OF ROCKY MOUNT - 3.17 2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR REPLACED AS NECESSARY. DATE RE3H11S126P1 CITY OF ROCKY MOUNT - 3.5 DEPT. OF ENGINEERING 10-OS-o3 _ DEPT. OF ENGINEERING oaTE REVISION
DATE REVISION DEPT' DEPT. OF ENGINEERING 04-10-99 -
SEEDBED PREPARATION; 01-31-03 -
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOfL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED lS PREPARED 4° TO 6° DEEP. TDP OF CU7 OR FILL TDP DF CUT DR FILL
TERMINUS DETAIL A SPREAD SEED ON FRESHLY RREPARED SEEDBED AND COVER UGHRY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING. 8' ~ NDTE~ BURY THE TDP END OF THE S DETAIL A TERMINUS DETAIL B THE TOP END OF THE NOTES TAMP THE TRENCH FIRL OF SOIL. TRIANGULAR SWALE TRAPEZOIDAL CHANNEL
8' ~a MATTING STRIPS IN A TRENC ~ as 4' DR MtDtE [N DEPTH. MULCH kMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. ,r , !N6 STRIPS IN A TRENCH ~ S£CUR£ WITk A ROW OF STAPLES, l0' ! M[92E [N DEPTH. ~ SPACING, 4' DOWN PROM THE TRENCH,
:i r s ~ ~fwv rluv rtm+ r a -~s---- ~ SLOPE 1#~I OR
SEEDING SCHEDULE; B '~F ' ' - A~ IL ~ACKFIL FLATTER
PERMANENT SEEDING ~ ~ ~ FLATTERI qR FIATTERi OR ~ am a.
3 WEEPHDLE " ' : 3' WEEPHDLE , ' SEEDING MIXTURE " ` _ pk at °i d, 4' MIN.------~ 5' M1N,
SPECIES RATE ACRE) P _ ° r-;,~ H H ~
TALL FESCUE 8o SLD E SEE SLOPE-SEE m PENSACOLA BAHIAGRASS 50 NOTE FDR ' NOTE FDR ~ _ - - r i' *U"~ 1 I 1lIT~~~ Illi~flll°-liil~lll~llf~lll~Iill IIII=1111=1111
DRAINAG ' ' ' " IIII~III~III~fII~I11Jilf~lll , . (IIII=Ill SERCEA LESPEDEZA 30 ~`.',r,"~; DRAINAG ~ =IIIC=IIII~IIII~II-IIII= =IIII=_IIII=III) III 1111111=IIl~IIIC=IIIIT -11_11=111C==1111 I~Z
KOBE LESPEDEZA 10 ' ~-0. ~ 2'-0' III-III~III~lIIh1}II=_ - - - Ili~l11~lII~=~~ 2' MIN, IIl~ilil_flli_ ~
SEEDING DATES BEST POSSIBLE 1'-0' I'-Q 'r• EARLY SPRING 2/15-3/20 2 15-4 30 THICKNESS (T) FILTER LAYER
FALL 9 1-9 30 / / 4a•- / / s/1-1D/31 9 gry_._ (GRAVEL qR FABRIC)
-•i9 ~y TERMINUS DETAIL SOIL AMENDMENTS a NDTE~ OVERLAP -BURY UI RMINUS DETAIL C TERMINUS DETAIL D NOTE, ERASION STOP - FOlD OF MATTING DESIGN FLOW BEPTH fE~ 104ER~TRIP AS IN PAR AND H . a, ,y BURIED IN SLIT TRENCk ANn PLUS 6' FREEBOARD (C~AVEI OR FABRIC)
LIMESTONE 3000-5000 LBS/ACRE ~ ~ vtuv ODVERLAPTEND OF TI OVERLAP END OF TOP STRIP AND TAHPEn W[Tk DOUBLE ROW THICKNESS CT)
FERTILIZER(10-10-10} 1000 LB/ACRE ~ ' u fe' AND STAPLE. STRAW MULCH 4000 LB/ACRE ~ 1e' AND STAPLE. ~ ~ QF sraPlES. DESIGN FLAW DEPTH er .~ov PLUS 6" FREEBOARD
EMULSIFIED ASPHALT TACK 435 GALLON/ACRE SECTION OF SECTION OF >o, r GENERAL P)OTES~
CONCRETE RETAINING WALL BRICK MASONRY RETAINING WA GENERAL I~TES~ LL TEMPORARY SEEDING WEEP HALES 3' IN DIAMETER SHALL HE PLACED AT APP. SO'-0' INTERVALS JUST ABOVE ~ STONE SIZE THICKNESS T STONE SHALL HE GLASS 'A', 'H', 'I', qR 'II" STONE AS DESCRIBED IN SECTION _ 1042 QF THE NCDpT STANDARD SPECIF[CATIgNS FqR ROADS & STRUCTURES (5SR5J
SURFACE ~ EXISTING GROUND. °e FILTER FABRIG FOR UNDERIAYMENT SHALL MEET REQUIREMENTS qF SECTION 1056 s. ~ CLASS. A 9 „ GRAS~D GRAVEL FOR UNDERLAYMENT SHALL BE CLEAN STgNE MEETING GRADAT[gN
SEEDING MIXTURE A STONE DRAIN CONSISTING OF i CUBIC FOOT OF NQ, li OR NO, 13 STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL HE PLACED AT EACH WEEP HOLE. SUBDRAIN FINE AGGREGRATE ~ SPECIES RATE(LBLCRE) _ _ _ - • °e CLASS B I2 REQUIREMENTS FIb2 #57 OR #67 STONE C4' MIN. THIGKNESSJ
SHALL BE PLACED AROUND, AND OVER THE STEINS DRAIN IS COVERED BY A LAYER OF SUBDRAIN III~~II~I~I~{II~I~I=_lIII~I~I (~{Il®IIII GERMAN MILLET 40 FINE AGGREGRATE AT LEAST 1' THICK, A HORIZONTA L DRAIN OF SUB DRAIN FINE AGGREGRATE AT =IIIIdIII=IIII=IIIrIIIi~ =I~IL=III=IIII =1111 III=111=IIII~I11=1111111 =i111~111Jlll~lll CLASS I i$" WIDTH AND SHAPE qF DITCHES SHALL BE AS SHOWN ON THE APPROVED PLAN
LEAST 1' SQUARE IN CROSS SECTION SHALL .BE PLACED TO CONNECT ALL STONE DRAINS, IIII~III~III~IIhIIIh SEEDING DAZES 4/15-8/15 A VERTICAL DRAIN OF SUBDRAIN FINE AGGREGRATE Afi LEAST 1` SQUARE IN CROSS SECTION - - '11 .IIII=IIIhp1~1111=1111- 111=IIII=1111=1111 OR AS DIRECTED HY THE ENGINEER, IIIL---IIII={III~III~~II° ~~~5 ~ 24~ ALL DIMENSIONS ARE MIN[Ml#1 UNLESS gTHERWISE NOTED ON PLANS,
SHALL BE PLACED AT EACH WEEP HOLE TO AN ELEVATION 2' BELOW SURFACE OF EMBANKMENT. -IIII=IIIhIIII= SOIL AMENDMENTS H H CLASS 'A' CONCRETE TO BE USED THROUGHQUT FOR CONCRETE RETAINING WALL 4'- 0' TD 6'- 0' .SH+p-p' pND FOR FOOTING FOR BRICK RETAINING WALLS. ~IlII_IIII~IIII
LIMESTONE 2000 LB/ACRE 6'- 0' TO l0'- 0' ,65H+P-0' FERTILIZER(10-10-1D) 750 LB/ACRE IN CONCRETE RETAINING WALL, V2` EXPANStON JOINT EVERY 25'.
STRAW MULCH 4000 LB/ACRE
EMULSIFIED ASPHALT TACK 435 GALLONfACRE STANDARD CONCRETE & BRICK RETAINING WALLS W/SLOPING SURCHARGE CHANNEL STABILIZATION U LIZATION WIEROSION MATTING (SHEET 2 OF 3) STANDARD RIP RAP CHANNEL LINING
REVISIONS APPROVED STD. NO. REVISIONS CITY OF ROCKY MOUNT
L =THE DISTANCE SUCH THAT POINTS 6.23 CITY OF A AND B ARE OF EpUAL ELEVATION DEPT. OF ENGINEERING DATE REVISION DEPT. 0 CITY OF ROCKY MOUNT APPA°vE° s31~ ' REVISIONS CIr~'Y 4F ROCKY MOUNT ~P~ovED s3 to
07-13-01 DEPT. OF ENGINEERING DATE REYISCON DEPT. OF ENGINEERING DATE REVISION
04-10-00 ~ 04-10-00 -
A L s
NOTE SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF TYPICAL STAPLE
DOWNSTREAM DAM I5 AT ELEVATION OF THE TOE OF UPSTREAM DAM. PATTERN "A" TYPICAL STAPLE UPSTREAM END OF
GENERAL NOTES. PATTERN "C" STORM DRAIN
~D[AMETER
ALL CORNERS ARE TD BE CHAMFERED I'. X ~j~- 1 ~ 1/3 PIPE .e
l ROCK CHECK DAM SPACING DETAIL THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-~G BARS Y IN THE TOP OF ALL ENDWALLS FOR r ~x x
PIPE CULVERTS 42 AND OVER WITH A MINIMUM OF 3' COVER AND A LENGTH OF 6` LESS THAN 3 NO SCALE ENDWALL, 4 ~ x x Z
r
FORMS ARE TO BE USED FDR CONSTRUCTION OF BOTTOM SLAB. ~ X CLASS "A` STONE e. i ~ / ® ~ ~ BURY BOTTOM OF PLYWQgD
WALL THICKNESS CT) SHOWN IS NOT TO BE INTERPRETED TO MEAN THE THICKNESS ACCEPTABLE, r BUT IS USED ONLY IN COMPUTING ENDWALL QUANTITIES. x x 3/4' EXTERIOR ~ _ _ _ _ ~ _ _ yy/
PLYWOOD
X TYPICAL STAPLE IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM DF PIPE AND POURS BASE PATTERN "B" 24" SEPARATELY, THE TOP OF THE BASE SHALL BE LEFT ROUGH, IPICAL STAPLE , TYPICAL STAPLE PLYWOOD INLET PROTECTION PATTERN B' 4 x x PATTERN '°D"
WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BAR 'X' (DOWELS) r SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS, SPACING OF BARS TO BE APPROXIMATELY x ~ STEEL FENCE
IC` CENTERS UNLESS ENGINEERS DIRECT OTHERWISE. X X > lJ UPSTREAM END pF POST <TYP,) X ~ STORM DRAIN
CLASS"A"STONE WHEN SKEW ANGLE OF PIPE IS OVER 45°, USE G-i DIMENSION FOR 45° PLUS 6" FDR EACH 5° x x x 1/3 PIPE DIAMETER
. s' g s~ SroNE FILTER OVER 45°, G-2 DIMENSION WILL BE THE NEW DIMENSIDN DIVIDED BY THE COSINE OF THE ANGLE TYPICAL STAPLES DF PIPE SKEW, ~r
_ #8 GUAGE WIRE , x x 4'-'~~x x x x !
CLASS °A° CONCRETE SHALL BE USED. ~j X X- FLOW z4" WASHED STONE FILTER
. - ALL PIPES WILL MEET NCDOT-DIVISION OF HIGHWAYS SPECIFICATIONS FDR LOAD BEARING q CAPACITIES. 1+~ ACROSS P[PE INLET 1,5' x x x x
- „ „ X X x ~ ~ HARDWARE CLgTH
IN LIEU OF THE WALLS SHOWN, REINFORCED CONCRETE IS ACCEPTABLE IF DESIGNED BY A N,C• 6 ~ R H LICENSE PROFESSIONAL ENGINEER AND SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIDR TO MAINTENANCE CONSTRUCTION, x x x
INSPECT CHECK DAMS AND CHANNELS fOR DAMAGE AFTER EACH RUNOFF EVENT.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM X X STONE FILTER INLET PROTECTION NOTES ALL PARTIALLY COMPLETED STORM DRAINS
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN pAMS, INSTALL A PROTECTIVE RIP-RAP SHALL BE PROTECTED AT THE END qF EACH DAY IN ACCORDANCE WITH THESE
LINER IN THAT PORTION OF THE CHANNEL RETAINING UVALL GENERAL NOTES CHANNEL STABILIZATION N DETAILS, LI2ATION WIEROSION MATTING (SHEET 3 OF 3) PIPE INLET PROTECTION (PLYWOOD & STONE)
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE REVISIONS APPROVED STD. N0. REVISIONS TO THE CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CITY OF ROCKY MOUNT
CHECK DAM, AND PREVENT LARGE FLOW FROM THE CARRYING SEDIMENT OVER 7NE DAM. 6.24 CITY OF ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN H©GHT AND CROSS SECTION. DEPT. OF ENGINEERING DATE REVISION CITY OF ROCKY MOUNT APPROVED STD. NO. REVISIONS CITY OF ROCKY MOUNT APPROVED sTD.NO. 3.14 3.10
DEPT. OI DEPT. OF ENGINEERING DATE REVISION DEPT, OF ENGINEERING DATE REVISIO
07-13-01 04-10-00 Y 04-10-99
ROCK CHECK DAM DETAIL
NO SCALE
tafulf,pyy ? L c
R ~ r ~ , o % DATE: Jf1LY 2008 PROJECT: 05259
CLIENT CODE: HOOMOR _ _ _
as a a 0s a `LDE MILL Sl SCALE(HORZ): CADFILE: 05259CP1 ROCKY MOUNT TWNSP NASH COUNTY
~L ENGINEERING SURVEYING PC
20106 = R...E=AM FIELD BOOK: ® SCALE(VERT): DRAWN BY: RF SURVEY BY: KP, JB NORTH CAROLINA ZONE:
1906 NASH STREET NORTH TEIE: [phone] DETAILS
WILSON N.C. 27 893-1726 FAX: [phone] CITY OF ROCKY MOUNT N NT, NORTH CAROLINA REVISIONS: ANC DENR COMMENTS 1/7/09
Ng J +moooto www.bartiett.us.com P & Sub PIN # SHEET OTl
~_.C~~D\_!.Af1CPS;~JF fS'\OD".'JR\,`.~5?59\~~p«~,~.5~~,~r CSD12 REvi.C11; ~,6j;?O~g 8.'413 AN4

ADDITIONAL EROSON CONTROL NOTES:
LEVEL LtP i. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN THIS PLAN. THEE PLAN DOES NOT PERMIT THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE.
LEVEL SPREADER TIED INTO SLOPE TO OF SPREADER
PREVENT SHORT CIRCUITING- HEIGHT 3" LAYER OF CONCRETE LEVEL SHALL BE 6" A80VE NATURAL g57 STONE 2 401/~04 WoLANDS,PETC.)CMAYTBE REQUIREDOPRIORR00 AUTHORIZATIONOTO BEGION CLEARING AANDDTIGflRADING.PCO IFS OF ALL A5
SPREADER GROUND. --.-f 6' I+- 4' TO 6' ADDITIONAL APPROVALS MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT. TEMP. DIVERSION
- r ' ~ ,mot-`""„~" ' 6ENERP.L NpiES ~ - SEE ExCAVar10N BERMS aIVD~OR 3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION
` , i - ~ 1-_'I' -_-j I X41 I I - ~ I- TYPE 8 aeEa urv~R cxeana~c~EnT snaLt ac ctEaR:?. aRUB6CE. BE cLEAREB. GRU88:8. CROSS-SECriDN SEDIMENF fENCtNG EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE raaD RnoT 1247. THE PFNL ~ SHEET 2 OF 2 ~
-III- t-~ ~ -i 7 - I ~ ~ I I I . _-I A ANA STRI°PED pF VEGATAiI~I a3VD RppT 1247. THE PFNL CONC I , . , t-_-1 ~I I ; i j TYPE PIPE OUTLET TO WELL- DEFlNED CHANNEL ARER SHALL 9E CLEPRE? F ~~ATEO I f-(~ r--j ~ PIPE OUTLET TO FLAT AREA WITH NO DEFlNED CHANNEL LO I , ~ , . , ( - THE PILL ryATERIAI FflR THE ENB~RrxfNT SMALL 8E FRE - t -I i ~ ~ DT RppTS pR pTHER w?llAr VEGFTATIpN AS WELL AS AS NEEDED TO INSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. ,BavKNEnT SMALL BE FREE ~ a 4~ / EGATannN as WELL As 4. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING ACI1VITfES BEYOND THAT
~ 1 fX - 4/FF j ~ 1 F [IVER S27ED STONES, RDCKS, pRGATaIE MATERIAL OR LITHE ;0'~4, US I {-T~ ~ ~ } ~ I _4~ 1 ~ , .._I 3' WIDE STRIP OF ~ ;(aralE NATCawI oR BTM£R n f' ~ ~ NECESSARY TO INSTALL SUCH MEASURES. APPROVAL OF CONSTRUCTED EROSION GON1120L MEASURES SHALL BE OBTAINED IN £nBnwrcnCNr SHW.L BE ~ J „ EDUla:S[Nr VNILE BEtNC ~ _ _ WRITING FROM ENGINEERING DEPARTMENT STAFF PRIOR TO SITE CLEARING AND GRADIN .
v~ FC ~ ~ I t~~ FLTER FABRIC 0 OBIECripnwBtE TnaTE RSIN6 wtinNEUU!PHEroTSVHILEB DEINE ~ ' 470 COMPACT-? 9Y RAVE ~~,y~ OW i { .r,~'>~.""' Q 16" ~ 0 ~ ~ EMSTRUCTED. IF,c ~ 8
VS`E. A .O6 00 SEIIit$NT SMALL flE REM6VEp AkD THE TRAP RC$TUREp t R RIC WITH ITS ORIGANAL DIMENSIUNS WHEN THE SEDIMENT HAS CONCRETE OTER A _ e pCCLeMltatE? Tp pNE HALF (1/2) THE DESIGN DEPTH pF VND THE iRAP RESTORED 70 ~ tNE scmMENT aas r/t 5. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT OIJ SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED a IMF n£sIGN nEPrN aF re£ ~ ~ ~ AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION
OIy INSTALL 3' WIDE FILTER FAB q CHANN0. BOTrON TRAP. REMpVE? SED714ENT.SnALL AE DEI'DSITED 1N A SU 3' LAYER OF #57 STONE TO PREVENT o 9 6 !1PLANA aREA 1N SUCH A NAiS~i'ER THAT li V1LL tqi ERpI LL DE DEI'OSITEB 1N A SUITABLE R rHaT tT vnL ~r ERBnE. t CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS,
EROSION - TnE TRAP SHALL BE ENSP£ETEO:aFT€R EACH RA1Yr ALL E' ~ ANE vEERLY aT A nW1HUH. SEp(MENT TRAP$ S/wLL SE i:AFTER EACH RAINFALL EV[NT / I! ;ntRENT TRaas s~wu sE trvsPECTEn / j' eAMPACTED 6. CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT PERSONNEL MUST.BE GRANTED ACCESS UPON REASONABLE REQUEST TO NC GRaAING. REPAIRS SHALL 9E 1 EARTH EMBANKKMENT
~ p O ~ ?a?Lr ?uR7kG PERIODS pF ACTSVE GRaAING. REPAIRS SH --'-`j PLAN NEW ~ - 0 OqJ . MaAE AS NEEDED. j ANY AND ALL AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION AND EROSION CONTROL ADEOUA Y. SMALL 8E 2~1 EN2 PLAT?ER. I
IONV 1 ~ 0~ aLl Cllr AN? AND FILL SLCPES SnaLL 9E 2~1 pR FLA.. I SPREADER MINIMUM DIMENS I MAINTENANCE: pa?s oR LMGER, EneanKrEMrs ~ ~ ~ 7 SEE wEtR CRASS- ~ 7, IF AODI110NAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITE SEDIMENTATION, THESE PLANS PRBPER&Y sTasnzzEn. cECTlON, SHEET 2
PIN4 NEW Q,pr,~ 1F SEDIMENT TRa° 1S to USE 7D OATS OR tMGEft, CnBaNKnEK { _ ¢ $HRLL BE SEEDED OR OTHEav1SE PRDPERCY Sia ,LEVEL ~ ~ ! ; INSPECT LEVEL SPREADER AFTER EVER RAINFALL UNTIL ~..-.--.--t.p gAY~~ry.AR Foa ,~~si~aT[aN MUST 8E MODIFIED AND SUBMITTED TO 7HE DEPARTMENT OF ENGINEERING WITHIN FIVE BUSINESS DAYS FOR APPROVAL AN cDustaxTEa ea tRaFGULaR -1 ~ ADDITION TO THEIR RECORDS.
DED STEFaGE AREaS aRE SH9VN RELTAnT,uEAR FOR 1tEU$TRa7ION P Y MAKE NEE a PURPOSES onr rv sT~n µu~si~wE~~usr~ec ~a~vivea `~`+n N REQUIRED! ! VEGETATION IS ESTABLISHED, AND PROM TL ~--"T sHA~cs. ~E E . , tENGTN i0 WIDTH Rnttp OF ?-i MuST BC Ma1NTa1NEB. IF EEn? I LOGATIO PAIRS. AFTER THE AREA HAS BEEN STABILIZED, MAKE _ RE ;AGE MUST BE PaDVtnEA ANa g u5T BC NA1N7allvE4 IF LEN6TM o° cncE eavrus s"A+L BE USEB ~ i - 8. SITE LIES IN F100D ZONE X, PER FEMA F{RM # 3720383000) DATED NOVEMBER 3, 20
Or FL6v 1S L(MITE?, SiDIMFNt rtNCE Ba~rLES SHatl BE US- , TO 7NCREASC ECMGTH aF TRAVEE AND S"tTR MG EFTICtENCY. I„,.,. .._.m ~ FLOW DEPTH I LENGTH PERIODIC 1NSPEC110NS AND KEEP VEGETATION {N A - p HEALTHY, VIGOROUS CONDITION. _w.._.., , p AMn sETn iuc EFrICtENCY ~ °p ME SMAEL BE 3000 Cf. PER $oaoo° ° °~`o ° ~ _
(~'IC , IL I 16 - I uuCAVCRED ACRE STC#RAfK VOLUHE SHALL BE 3600 ~ ) 1 I y { vEIR tENGiH SNAEE HE pEUAGf~OkF0.2 iOt H TSF~IavN ONiTFS S i Ftk2 T"E TD7aL aaarMAae AaEA. °°g~~°^° 6' MIN. FAR EARTH BRING CI FARING/GRADING ACTIVIIIE`i: IN. LEncT" sxauN GN rF7s s~EET. `~gog°°8°° EMBANKMENT o. ENSURE THAT EROSION & SEDIMENTA110N CONTROL PLAN IS KEPT ON SITE AT ALL TIMES IN AN APPROPRIATE PERMIT BOX.
t L SPREADER #1 ~ 3,2 ~ 0.50 • 41.2 1 I I ~ aoT 3~L,. NOT aE LESS LEVE , .L_._. - ,-M-,~.,.,.._.. .f .-...__,.-..._.._..,.._..I SECTION A-A d POROUS 9~FElS a2E Tp BE iNSTULEP .,_,,..,m,-,.~„--.,.-.~...,._...,___ W aLCORDgxCE v1[H STgNDARO B AL - 40.4 ! ~uLEA °Po e 10'rM1N. b. PLACE SILT FENCE PRIOR TO CLEARING/GRADING. CLEAR ONLY ENOUGH TO INSTALL ALL EROSION CONTROL MEASURES AFTER ,DTAa ~ o~ au.Ler aaxoM SILT FENCE lS INSTALLED.
- 1 ! 0.50 ` LEVEL_SPREADER#2 3.-..,...,M_~-,v.-___,~_~.,_..' c. AFTER ALL EROSION CONTROL MEASURES ARE 1N PLACE, CALL THE ENGINEERING DEPARTMENT. FOR JNSPECTION OF EROSION
LEVEL SPREADER #3 ; 1.2 I, 0.50 15.8 _ . _.__t _ s_w . ___w ~_.H._.._e___-_ PliOYIDE GEOiEXITIE UNOERUNER OR CWd)ED GRAVEL FlLTER CONTROL DEVICES. d. UPON RECEIPT OF WRITTEN APPROVAL OF EROSION CONTROL IMPLEMENTATION, BEGIN CLEARING/GRADING ACTIVITIES, IN
(4 MNl. -157 WASHED 5fONE BEQOINO MATERWJ DISTURBED AREA i~ MIN. WEIR LENGTH ACCORDANCE WITH SEC110N 801 OF THE CITY OF ROCKY MOUNT LOC.
U NER OR GRADED GRAVEL. FILTER SYMBOL DIST! LEVEL SPREADER DETAIL PRONOE GEDTENrO.E NDT ( NOTES: (4" MIN. - X57 WASHED STONE 6El1DIHG WITEIlV4-) (ACRES) ! OFT) ptpTE, rein DESrGN Is FBR MAxrnuN D?sruReED AREAS nF e. IF OFF SITE SEDIMENTATION IS OCCURRING, IMMEDIATELY INSTALL APPROPRIATE CONTROL MEASURES TO STOP IT AS 1 q,p FIVE rs} aeRES aR Maxt,MUr+ 7BTAL nRAtNAGE AREA NECESSARY. A RENSED PLAN MUST BE FILED WITH THE ENGINEERING DEPARTMENT WITHIN 5 BUSINESS GAYS. ANY OFF 511E
(f) d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, SLIT NOT LESS THAN NO SCALE 2 RnNOFr DF 3o GFS BasED nN a tB rEaR sroRN SEDIMENTATION THAT HAS OCCURRED MUST BE REMOVED IN ACCORDANCE WITH APPLICABLE REGULATIONS. E}.Q £vENT. FpR CARGER D157URBAftCES DR DRAT":AGE
SIX (6") INCHES. (2) d 1= 1~ ABOVE MAXIMUM TAILWATER OR TOP OF CHANNEL BANK AREAS, usE TENPORaeY sEntMCN~ BnslNS nR Roce f. AFTER CLEARING AND GRADING ARE COMPLETE, IMMEDIATELY STABILIZE ALL DISTURBED AREAS WITH SEED AND STRAW (AND 3 - 8 0 Dams oR REnucE naatNaG: AREA Br uslNC nu.nPLE NETTING, IF REQUIRED). d 10.0 SEDIMENS TRAPS.
(WHICHEVER (5 LESS.} 5 1{ 0 ,RING GONSTRUC110N ACTIVITIES:
(3) LGt= LENGTH OF RIPRAP APRON. (TO OBTNN LD, USE FlG. 8.O6D FOR TYPE A INSTALLATION AND FlG. B.O6b FOR TYPE B.) REFER T0: , , ~ , atANNiNC. AND DESIGN MANUAL. _ _ _ _ R canSnN ~•tp SED~NT CON"°01 a. ENSURE THAT ALL PERMITS AND APPROVED PLANS ARE KEPT ON SITE IN AN APPROPRIATE PERMIT BOX.
, . _ NCDEN b. ENSURE THAT NO SEDIMENTATION IS OCCURRING OFF SITE, SEE ABOVE.
` LET PRCITECTi®N SCHEDULE 1 I SIPATOR PADiOUT [ CU 1 , ~ ~ 1 ' LVERT OUTLET PROTECTIQN TEM~PflRARY SEDIMENT TRAP CS!~EET I R) c. ENSURE THAT ALL APPLICABLE ORDINANCES AND PERMIT CONDITIONS ARE FOLLOWED.
. _ APPROVED STD. N0. I y(NYDOTMETHOD)i E ' , REVISIONS - 1, . _ e m , j 4 _ p~ II II T APPROVEB STD. PTH. d INSTAL AOTfdN OF CURBNANDLG JTTERE PERMANENT STREETPQ GNAGE (S1REEp NAIMEST S OP SIGNS,TETC) MUST BE ORDERED N Y a ~ ~ ~ C K ~ { ° { ~ U ~ i - 3.I THROUGH THE CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT.
; ~ ~ INUMBERiAPRONI APRON I_ _'ISTONE, D50~ REVI$IaN$ CITY OF ROCKY - 322 - - , i N AT RiPTT ~r - ~ t..., . " N.--- ( OF 'LENG H WIDTH CLASSIDEPTHI STONE DATE REVISION e. SHALL SEI NR~CCORDANC~ WITH CITYGS~ANOARORSPECIFIOCATIONI 0225.1 O6 IANDPGEOTEICHNICALAREPORT PROIVIDED BY AG
~ ftlll ! V 10 ;PIPE DIA. , ~ ~.I..~._~-- ~.-_i.-----=-----"„_~-.---- NEERING DATE REVISION I PIPE I Q(full) ; Q {1o),.v (w.1~.___~ ~ _ , DEFT. OF ENGI _ ~~®C~-~~ REGISTERED PROFESSIONAL ENGINEER. APPROVAL OF THE REPORT BY THE CITY i5 REQUIRED PRIOR 70 ACCEPTANCE OF PROOF ROLL.
"`~_~y.~ i ~ 1 ES 1ZONE1 Lai PIPES ;FEET , FEET ;STONEINCHESI SIZE O1 31-03 I ( ]OUTLET CFS ; GFS i- FPS , FPS ,INCH ~ ; 1 2,1.611
I i t ? 15 1 4 1 15 3.75 A _18 , I _ I, 11 ^ N S 4 56 , 3.17 3 72 2 59 , ; 1 5 3.75 A 18 2 6 , CONSTRUC110N NOTES:
- ~ 15 1 4 ~ ' R ~ 7.90 ~ 1.22 ~ 8 44 10.99 , - _ 50 2T. 6T. M-.._-,-. ,m ,....4. ~ ~ 1 g 4. A 18 ALL IMPROVEMENTS SHALL CONFORM TO THE CITY OF ROCKY MOUNT'S LANfl DEVELOPMENT CODE AND THE MANUAL OF
, 18 1 ; 0 7,42 5.45 4 20 ; 3.09 ~ , _ _ _6. ~ . j 18 1 4` 1 F 4 50 I A 18 2'"-6" SPECIFICATIONS AND DETAILS.
M 7.42 3.44 4 20 194 i ~ , , _ . _ , ~ 5"-1211 ~ _ _I 2 22.5 t 9.04 B PROJECT PLANS AND BENCHMARKS ARE BASED ON NAVD 88 VERTICAL DATUM AT NAD 83 HORIZONTAL DATUM TO THE ACCURACY
_ _ F* 47.10 40.11 16 66 5 67 36 ~ 2 . 6 ~ SPECIFIED IN 21 NCAC 56.1603 (CLASSIFICATION OF BOUNDARY SURVEYS), PARAGRAPH (1) LOCAL CONTROL NETWORK SURVEYS
t f , 3 15 { 1 4 t 1 _5- 3.75 ' A 1$ , 211_Q. ~ , D 4.56 351 , 372 , 286 , _ ~ T D r t _ ; _ , 3.75 A S MB~L (CLASS AA) ANO 21 NCAC 56.1605 CLASSIFICATION OF VERTICAL CONTROL SURVEYS PHARAGRAPH (1) URBAN AND SUBURBAN VERTICAL CONTROL SURVEYS (CLASS A). WHERE THE CORNERS ARE TIED USING GPS SURVEYING METHODS, THE PROCEDURES
, ~ 5 ~ 98 2"-6' ~ Y ~ 1 2.53 15 1 1 !4~ ~ I B 4.56 13.11 13,721 ' ~ . .-~_M _.._..._._.v. r M.. USED SHALL CONFORM TO 21 NCAC56.1603 GLOBAL POSITIONING SYSTEM SURVEYS. THE POSITION S OF BOTH THE REFERENCED CARRY RIP RaP uP s' Mik. CORNERS AND THE MONUMENTS USED SHALL BE SHOWN IN X (FABLING) ANDY (NORTHING) AND Z (ELEVAION). 1HE
- ~ - { ~ ' 20 12.00 1 A 18 2" 6 ~ ~ _ MATERIAL. I 131.97 ' 47.69 13.01 ~ 3 80 I 48 1 4 1 3 ) 1 ; , [ " { } i r L REMOVE AND PROPERLY DISPOSE DF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE rv_ ; , 1 CdNSTRUCTIQN SInES pF SPFLLwAY TGP DF BERN z' ~ CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT A MINIMUM OF TWO (2) PROJECT CONTROL MONUMENTS AS SPECIFIED
_ mm , _.M . ~ - - , '~,_.„-,,,,,..h._.__._,_'.__._,..-.--). 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTllIN MEETS ALL DESIGN REQU - ! f _ ray. ~ r FREEBBARn stN. HEREINAFTER ARE INSTALLED BY A REGISTERED PROFES510NAL LAND SURVEYOR AND SHALL BE FIELD LOCATED BY THE ENGINEER. TOP ELEvaT1pN DF $TBRMWATER _ _ N. ALL MONUMENTS SHALL BE CONSTRUCTED OF CONCRETE AND BE AT LEAST FOUR (4) INCHES IN DIAMETER OR SQUARE, NOT LESS
La = LENG`'~-1 PJ)(JLTIPL{ER ~x DVIMETER) E ( T ~ S 3, ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION 1_w~,m _ , __~.r__~____.-._,.-r.~~.._M~_;,.._ I j , , SPECIF~ICA SLOPE 2d _ - ~ - ~ - - i s•vASMEn - p(~o nR FLa7rER THAN THREE (3) FEET IN LENGTH AND INSTALLED WITH THE TOP FLUSH N~1H THE FINISHED GROUND. EACH MONUMENT SHALL
i** - PIPE DIAMETER€ .____-._.-_.__,-_.,_z-.., _ - - - -°----'1 PLUS THE SPECIFIED SETTLEMENT. E E PIPESE ) 4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND F WIDTH - 3 x D APRON LENGTH FOR MULTIPL __~.10 VALUE T ~I-~ir~{I-=tll~1~' sTONL 0 r z HAVE A STANDARD METAL PLATE IMBEDDED IN ITS TOP OF NON CORRODIBLE MATERIAL MARKED PLAINLY W{TH THE BENCH POINT, 00. 0~ IE THE MONUMENT NUMBER AND IDENTIFIED AS A PART OF THE CITY OF ROCKY MOUNT GEODETIC CONTROL SYSTEM. THE PROJECT ~ DESIGN SEDIMENT STORAGE DEPiH t3' MIN.} i f
°*w"`~°`~"~-~ ~-0 DETERMINE MAX REQUIR _ :,T~j1k~ ; c°' PIPE WITH HIGHER Q(_ S cLEANDUT. - ~ MULTIPLE PiPE) `r°~I~°~{~~ .WDISTANCE BETWEEN PIPES FOR -1~ ~~a rstN. t' MIS ''.~.,•p °p°o °Qa la' ~~tN CONTROL MONUMENTS SHALL BE LOCATED ON THE STREET RIGHT OF WAY TO FACILITATE CONSTRUCTION CONTROL BUT MAY BE III, i..
! WIDTH - 1.5 X DIAMETERS _OF FARTHEST PIPES + _N_. _,-,.__._.r_. - S. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN '~=~',~jj~ L~II~i , I ' ~1~111=11~ 4~~1L-I __w_.~. , , , PLACE LESS THAN 30 WORKING DAYS. '=LIL-~I~LlE31~1' f - ~11~'1 ~ - - - _ Mtn It`~~0 00 INCORPORATED AS A PROPERTY CONTROL CORNER. IN ALL CASES THE CONTRACTOR SHALL PROTECT PROJECT CON »i~~ pl i oKE HALF o 0 0 0 o MONUMENT(S) FROM DISRUPTION DUE TO CONSTRUCTION OPERATIONS. THE NORTH CAROLINA GEODETIC SURVEY GAN BE REACHED ~I~i~-11 ~ po °Q
_ TENANCE r,AxIF~tAiLEVELOF Lr{ui ~c iL1 ~{II srpftAGE oEPrM (1 pN THE WEB AT www.ncgs.stote.nc.us. (=IL=IIFlI _ ~ _ { -illy IC-i1~11~11L~1E111=11f~fC
- - - i INSPECT TEMPORARY DIVERSIONS ONCE A WEEK ANA AFTER EVERY RAINFALL. IMMEDIATELY s[OIwENT EaLEa1DN 71~1!~iiCLil=1-II I _ - _ i ~ ' MAIN I , I~1!LiICIiI_iICIIC II=111 Iirlll~ll.1 -q~{~{~{{~;~~{~~li~(,~I{I ~ li~ill~ii=111~1i~11~1><!IL}II =ill ~IIIII~j II{j it II I II~~~~I~I I~I~I I~II~!~tl{II~I DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED A
MPORA ~ REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY PR,cR Tp CLEamwt 'Ii~TIE71Cl{~I~La - RY SEDIMENT TRAP SCHEDULE ; - , , I ~ A , AREA PROP j CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDEA WHEN THE AREA-PROTECTED 15 fi ~11~11-'{ LL I , _ 3 WEIR I CROP RE4.~~PROP ARE _ '~I~l~'~til_ TOTAL (DISTURBED _ RE4 ~ E ' -r !SIDE SLOPE= TOP ~ BOTTOM VOLUMEp ".~IiL~II_IIHIHI~III-~1;=1~~111=I1~fl~ll-111=1111-11i~1~I A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE 't~I~IkI~~L,iil=11?~II~I!~1=11111_ 11~IfI`JII~1~1(~11:Ji~l~lll= LAIC-~11=fl ~IIrIII~II~lI=111=11 '~;I~lt=ii~l~ll IIC`II Ii,liFll~lli~ll=1!I~Ii~I.~II~II-I-~iL~'_IHJiC~TI~II iIi=1111=1IEIIF x NprE: poRpus AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS;
I ~ ~ 1 FLES•SURFACE' VOL _ _ _ _ PERMANENTLY STABILI2ED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE '~;i~~~l~~ l , TST ! AREA ~ AREA_;Q-10 SURFACEILENGTH,WIDTH(~EPTH LENGTHi t_ ,,__."_-._-_-___.~.m ~ - ~ NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. - I 9E tvsrALLED tM ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO INSURE THAT NO SEDIMENT iS RELEASED FROM THE SITE. ~'=II~IlF~I? ~;~I~IL~IIi~Ii~11h11~illrill~11~11k;~i1~11~11 1-1i1^Ii=11 J1t!~~lII~11t;.Tl~lk~.ll BAFFLES sHaLt KET iM HfJ773jt9 LAYER ACCARDANCE WITH
4 - FT FT REQ SQ FT ; CF ! FTIFT SOFT SQ.FT. ~ CF _ S; ~ -ACRES CFS ~ SQ FT ~ FT FT , _~ACRE ; I I f Sss.04 2za1 aF RIP RaP ( STaNpARA DETAIL OVERALL IMPERVIOUS AREA IS LESS THAN 15~ OF THE SITE OR THE INCREASE IN PEAK DISCHARGE FROM THE SITE IS LESS
( 1250.00 -1 2. 1250 :1908 ; 1 I , i 1 ~ 0,53E 0.53 ' 2.78: 1,212! 50 1 25 ! 35 4 , YES ~ .v-.- Is w1M, tr NaN -I 3.23. 10q THEREFORE SITE IS EXEMPT FROM DETENTION REQUIREMENTS.
_ - I, - 2.1 ~ 2812.50:1268.50 ' 7960 .1 ~ 2.1 ; 6.301 2,7441 75 38 , 4 6 YES 2,813 ! 7,564 } - ~ . 2 2 1 _ , . _ _ ~ _ , _ ._.1,__.. r__.-____; ~ 9 YES 4,232 ';11,1961 2:1 .4232.00 ' 2496.00 11641 ' COMPACTED SOIL 2' MIN, SECI~N THROUGH BASItiI AND FILTER III DETENTION AND NUTRIENT MANAGEMENT REQUIREMENTS MUST BE MET WITH THE NEXT PHASE DEVELOPMENT, OR AT SUCH TIME AS ANY OF THE THRESHOLDS FOR THOSE REQUIREMENTS ARE REACHED PER THE LAND DEVELOPMENT CODE
3 .3.11 ( 311 ; 9 33' 4,(164] 92 E 46 I 3.5 _ _ _ _ , _ _I . r_. _ • I I ! , ~ 6 ' YES c 2,592 i 6,876' 21 .259200 1120.00 7221 I CARRY RIP RAP UP sirs pF sPn~vAY WATER AND SEWER PERMIT APPLIGATION5 HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS ARE AS POLL .
d-- 2 496, 72 36 _ { ' 4 1,9t 191 57 j 3 _ L s MIN WATER PERMIT NUMBER: _
, ~ . ~ _ ~ . , , 1_ I , 426.00 8734 ~ Q 7 YES 3,042 ; 8,31 - 2:1 3042.00 1 - _ _ ~ 5 ? 2.31 ! 2 31 ~ 6 93 3,0191 78 39 i 4 - . IN - _ ; I8 R - . n,M ~F.. SEWER PERMIT NUMBER: {~l ~ ~FRE£Dn~+Rn H ~~II tnl
_ - 3442 18172: 2:1 ~ 3042.00 ~ 1426.00 i 8734 2966 7$ ~ ~{~I eEEfl~~+'E H j ~ , 7 r YES .6.81, . _ ~ L F. , 9 4 - 6 2.27 2.27 , _ '=~i~r'I..:. _ - 1....._- 71Ei1' • • • ~ - l t~l' \ ~ 5~ PAYMENT OF WATER AND SEWER SERVICES FEES MAY BE DUE PRIOR SETTING OF TAPS OR METERS, CONTACT ELAINE PATE AT
~ . i 0 , YES t 4,41$ 112,024' 2:1 ~ 441800 ~ 2640.D0 . 12219 i 1 - - - ~ Ii 1 - - _ a _ ry_..-___w___._~_..~ ` 7 (3.34 ` 3.34 ),1442 4,3651 94 47 3 5 I - ~ - _ - , ~ ~ ~ niN. ll _ . m. ~ i ~ 1 ~ =II,`,~•.~•.`•, ~1-~ I~r aASS al aR Az RIPxa srn+ncNf I 972-1126 TO DETERMINE APPLICABLE FEE(S). -II ~ p f - rz t,
1 _ , : _ . _ _ _ _ ! I~I i i-l { I-! { i III. =1 i hI f I-1 I I-1 l I- ~ ";'''"MINIMUM WEIR WIDTH _4' ~ ' J : ; , ~ : ~ cA$?H'8f, NGDOT AND/OR CITY DRIVEWAY PERMIT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL.
- _ llI=11!~li„ li=Ili-ftlFl~i' n5 VrSNED STnuE ~ 111Ry I wEtR LEMUrH ~ I f l ~ ~1 NCDOT ENCROACHMENT AGREEMENT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL.
- - 6 TYPICAL _ II!"~ - PLUS S' MfR. 2 PAVEMENT SECTION IS REPRESENTATIVE OF A ROADWAY GEOMETRY ONLY. A GEOTECHNICAL REPORT AND PAVEMENT DESIGN
ORM DRAIN SCHEDULE (1 O YEAR STORM)_ , _ ~ . 1ST _ ( _ - - _ " - IN i 0.013 f _ _ ~ _ I-- 7. _ f SECT ION THRQUGH SECTION THROUGH BERm AND FILLER PERSPECTIVE viEw SEALED BY A REGISTERED PROFESSIONAL ENGINEER MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO 1HE PLACEMENT OF ANY ROADWAY IMPROVEMENTS. Ai_L GEOTECHNICAL TESTING PROCEDURES AND REPORTS SHALL BE IN ACCORDANCE WI1H CITY
._I c _ t _ 's--.. ; _ , . _ . i _ i...~ _I_ 1 CC__! CG 410 ~ _
A _ _ _ I- { i - ~ I~TENSIT/IRUNOFFIRUNOFPDSCHRGSLOPEi DtheD L SIZE Vful! i QtuIV :LENG-MISEGMENTLPPER~LOWER; EMPORARY DIVERSION BERM TE~IPGR~ TO PiPE INLET , TOTAL 1NLEf~ PIPE TIME OF 1 N , T FROM i 1 { -_.Ew L__.= TE~IPLPARY SE~IME~1T TRAP (SNE~T ~ sTANDaROS. APPROVER STD. i4D. SUB-GRADE SOIL CONDITION MUST BE EVALUATED AND CERTIFIED, INCLUDING IN-PLACE DENSITY, BY A GEOTECHNICAL ENGINEER
L__..__,_-- _ ~ y PiPE ' TiME 41NVERTINVERT 1_ _ - UN Pf2EA k AREA ,TBJE~' t GOEFF I COEFF' - APPROVED STD. R i _ TINE CONC , - ; _ ~ REVISIONS > 1 ~ ~ D O C ~ Y ~ ~ ~ T - ~ FOR CONFORMANCE WITH PAVEMENT DESIGN CONDITIONS AND APROOF-ROLL MUST BE WITHNESSED ANO APPROVED BY CITY
- - ! ' " N 1 (18N i NMR) _i ~ ~ (CFS) I(FTIFT)~INCHESy{INCHE3)`(FTI6EC)i, (CFS) ! (Fi) ! (MIN) ; i I REVISIDN$ F ROCKY MOUNT 3.15 IAGRES)fACRES),(P#N){ (MI) ( ) D 1 I i 0.6 :118.291117.63] CI 1 Y 0 ATF r, P7 P R N I S ~ 0.47 OA7 (5 I 00 ~ 50 7.5 i 0.90 090 ~ 32 ,0,OO60a 13.1 ~ 15 37 j 46 116 0.3 11 130 6 128431 DATE EV19W I ",~EPT, E~~~~~~R~~~ DATE REViSIQN ENGINEERING DEPARTMENT REPRESENTATIVE PRIOR TO PLACEMENT OF STONE BASE.
~ _ - CB#16 ~ aJT , ~ DEPT. OF ENGINEERING _ _ . I CB#14 ! DUT ; R ` 018 ' 018 5 DO 5.0 ~ 75 0.90 090 12 ; 00150 74 15 6 ~~-10 , -Q3~D~ SITE LIES IN FLOOD ZONE X WITH A PORTION LOCATED IN THE FLOOD HAZZARD AREA, PER FEMA FIRM ~ 3830 DATED NOVEMBER 3, 2004. BASE FLOOD ELEVATION IS 118 FT.
, ~ ~ 1 0.0 ! 6.0 r 7.5 i 060 X060 11 0,OO6D 89 15 37 46 _ 26 01_I13269;132.47i I 0.25 1 025 , 6 , _ i I _ CB#13 CB#121 0 5 0.90 10.69 18'00174 84 ~ 15 ~ 89 ~ 85 146 0.4 113227!129.731 r- - , _ _~,-_._-M_,,,., ~ I CB#1~ CB#11 I P 010 0.35 5, S i 1 51 7 _ COPIES DF ALL PERMITS AND APPROVED PLANS SHALL BE PREPARED IN ACCORDANCE WITH CITY STANDARDS AND PROVIDED
,._~,,...d.,~.._. , _.,r.._t i --~-f- 1 - ! I 0.60 E 0.56 ! 5.5 0.0050, 16 0 18 4 2 7 4 1 D4 0 4 i 129.48,128 96; I CB#11 ? OUT 0 1 0.97 I 1.32 6 S 6 ~ 5.5 { 7,5 _ ~ - s t i T- 0.76 '~13A'= O.D 13.4 6.6 1 050 1 050 ~ 2.1 IOA140i 92 15 ` 62 78 iD2 03 !128.48,12705( PRIOR TO FINAL PLAT APPROVAL.
ICB#tOBSC6#tOA N2 , 075 060 A50 - 3.7 'OD1301 118 15 6.0 74 113 0.3 E126B5;12538 CB#t0A CB#10 { N1 0.62 1 1.37 131 ! 137 13.7 ~ y5.5 ^ _ _ , - - THE PROJECT ENGINEER lS RESPONSIBLE FOR RESOLVING ANY DESCREPANCY BETWEEN THE FIELD CONDITIONS AND PLAN
1~------~- -f ~ ~ I ' ~ 5.4 i 0.50 , 0 50 5 6 0.0050 ~ 16 2 18 4 2 7 4 24 5 01 ;125.18;125.06 ( CB#10 GB#3 N :070: 2.07 itfi, 140: 14.0 - - ~ t, . - j t _ _ _ ELEVATIONS AND IMPROVEMENTS.
0,12 2.19 6 } 14.1 14.1 1__ 7.5 1 090 ~ 0 21 ~ 3.4 00060( 13 5 18 _ 42 7 4 120 D.1 [ 124.261124,06 _ CB#9 --OUT M _ _.,._I 163 1661371 00 137 s 65 ~ 060 L D50 4.4 00~0~ 143 16 4,1 50 33 FOR THE INSTALLATION OF ELECTRICAL SERVICES, LOCATION OF PAD-MOUNTED TRANSFORMER iF NEEDED AND TO COORDINATE
a CB#8 , CB#7 1 _ , ~ 0,08 ~ 1.71 5 ~ 138 t 13.8 Z6 I 090 062 6.1 100050; 173 18 A.2 74 122 0.6 ; I CB#7 I CB#5 K _V .,-_,__l.._ 1-... 0.90 ~~0.90 3.8 X00050 141 ~5 r 3.7 46 27 0.1 ;123.081122.95; i _ j ELECTRICAL TEMPORARY SERVICE, CONTACT PUBLIC UTILITIES AT [phone].
' CB#6 ~ CB1A5 ' J 0 57 ' 0 57 5 I 0 0 5.0 7.5 _ - ~ _ , , _ 69 122 43 01 ',12133;12135` ( GB#5 ~ CB#4 I 0D6 { 233 5 140 ' 14.0 76 I 090 062 10.8 A0138~, 172 I 18 , _ - - - I____._.~- ;,,_141 1 0.5 {1208510.14; FOR THE INSTALLATION OF GAS SERVICES, CONTACT PUBLIC UTILITIES AT [phone].
_ _,.---1..---- 063 ? 112 10.0050( 210 1 24 1 6.1 160 I CB#4 i Dik1 H 1005 238 5 1 141 ~ 14.t . _ 7.6__ 0.90 _ F I r 127.8 i O,0 - 27.8 3.9 0.34 0 3A 33.6 [O.D050, 317 36 6 7 471 1 8 0.0 (119.37 ;119-33 .m._.,_.._ ANY RELOCATION OF EXISTfNG UT1LIitES WILL BE AT THE COST OF THE DEVELOPER/OWNER. THE CITY WILL NOT ACCEPT
! FES ~ Df#1 ~ G 25.52 , 2552 r ~ _ ____S_ - ~ - p ; I ; ----i- ~ ~~i HAY BALES AP.E NDT AN ACCEPTABEE ALTERNATIVE I`----~ - 819 15 , OA { 27.8 k 3.9 1 040 j 036 1, 40y1 0D050~ 338 ( 36 67 471 62 0.1 119.33{119.07 __c r_ _ _ T DI#1 OUT F"- 0 29 2^, m, 3 _ , Y' _ 16 37 w-z__ T.. , ~ 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 SERVICES, PAVEMENT PATCHING OR DAMAGES TO
t ' 1 1 _ _ 0.1 12086 120.72 ~ TO SILT FENCING. QB#3,q C61p rr E 037 _ 037 6 00 SD 7,6 09D (090 i 25 IOOD50 118 , , I _ . _ N---- - i._ . r-- _ t f % 5 E 5.1 ! 6.1 7.5 ~ 0,90 ( 090 3.5 10,0050 13.6 16 3.7 48 ^ 7t 1 _ 8~ a Max srar,OaeD siaGVGix FaeR,e mrx vlRC rENEE _ _ 0.3 1120.82~120A60 F 1 i LANDSCAPING. THESE 1MLL BE THE RESPONSIBILTY OF THE DEVELOPER/OWNER.
. s xax. tx RA staEEGtx raeatc vt wv VIRE R1;CE GBtKt 1 OUT ~ D 015 0 52 I - u_.__.. ` .28 ~ 5 0.0 5.O 75 s 090 10.90 i 1.6 ?0.OO6D1 10.0 I 15 3.7 46 28 ~ O1 112202' 12L8~ ~ T ' CB#2 1 C6#1 j C 0.23 ! D ' ~.____._r-____L-----a i~IDDLE AND VERTICAL WIRES _ F`1L ~ ER FAflRIC E~ PoR9us caR M;sN BAFFLE ~rx~4~ ROW EASEMENT TO BE SIGNED PRIOR TO INSTALLATION OF UTILITIES.
' 1 7.5 0.90 ~ 0.90 _ 3.1 '00050 t30 I t5 37 46 70 D.3 121.68'121.33f ( CB#1 ~ ALIT ? B ! D23 ' D46 5 , 51 , 6.1 _ ~ . t0A150j_29.4 _43.10' t 13.0 132D 44 , 0.1 1119.361118-1Of SHALL BE 12 Ill GAUGE MIN. , i [ ~ 32 0255 , 0255 47.7 _ _ _ _ _ _ r-,-- 1.48, ~gppa ~ AA , 58 81 68 81 ~ 98.91 4 0 t 36.9 ~ _ 6 X11.5 163.3 `~44 O.t t 120.361219.4 EaRT, DR APPROVED E9UAL `C~'
I _ _ 33.9 23 _ _--1_.._.-.~ 2_~(.ppt~ ; 8619 8619 "3891 00 38.9 ~ 3.2 1 0255 ~ 0,255 1 699 ~~00150E 36 6.7 4 EH~ AA - - - - t v 7.1 60 0.2 119.37,119.07 ~ _ ~ - ~ _ EMS~cueni WATER METERS SUPPLIED BY GQNTRACTORS SHALL CONTAIN ENCODER REGISTER AND lTRON 50W-2 P!T ERT MODUlf FOR RADIO TRANSMITTED READING PER CITY OF ROCKY MOUNT STANDARDS. CONTACT CRM WATER AND SEWER SERVICES DIVfSIQN
1-"CROSS-PPE ? GF 2552.2552 27.81 D.0 27.8 3.9 ; 034 034 ! 336 00050, 317 r__ I _ _ . c _ _ _ _ , E ~ - I ° °1.4s`Ixriedi~MtothegTOUnd,equivaleradlameleroPerfectives6Gtnu,area-a3.1". TDP AND HiDTICFI STRANA - - I- ,R~Pw.P oune[ cross-~ (252-297-1317) FOR ADDITIONAL. INFORMATION OR QUESTIONS. f RiPFAP
Nna PipeTUn AA~.____~____,.__.____._,-____.~_~_-,_...-__-___~~ i - _ - " A" 1-48°a2-ss°,"G"to°pa`~GP`us~z6-yearaloo-yearscam SNAL.L 5E 10 GAUGE MIN. ' IS-24° SceCulvertf~portfarv~Rrcahonof H41dIDforplperuns A ~ PROVIDE FIRE FLOW CALCULATIONS.
- . . r- - , _ FIRE PROTECTION WATER SUPPLY SYSTEM INCLUDING F}RE HYDRANTS, SHALL BE INSTALLED AND IN SERVICE PRIOR TO RECORDING
. . ~ I , ! i ~ ? i ! ~ _ _ _i _ _ ,-EUII-~I~~ll~li~Il~It~1~J14: -.i_. _L_ , THE SUBDIVISION, OR IF NO SUBDIVISION iS INVOLVED, SHALL BE INSTALLED PRIOR 70 PLACING OF COMBUSTIBLE BUILDING MATERIALS FOR STRUCTURES OR COMBUSTIBLE PRE-TESTED FABRICATED BUILDING ASSEMBLIES ON THE PROJECT SITE OR
?DITCH CALCULATIONS _ - 1 ~II~II~II~ul=11-{I~ ; _ _ _ , . 1 _ =11=1 ~ _..a , , ~iI~II~II~II~C_I1 , - I - - , i , , '10-YEAR DESIGN STOR _ _ . - - 7--~- i ~ , ~ I-• FILTER FABRIC a+LEr Z9M£ UTILIZING THEM iN CONSTRUCTION OF BUILDING STRUCTURES. IF PHASED COORDINATION IS PLANNED, COORDINATE INSTALLATION
_ _-__i_..-. t WiRc N 00150 t i l 1 3 . _ _ . NOTES ~ suRF cE Aaea OF THE FIRE PROTECTION WATER SYSTEM IS PERMITTED. 5 ORES
1 'BOTT FLOW, SWE ,FLOWI VtEFT® ~HYDRAULE;MANN ACTUAL ;TOP SHEAR PERM 1BuP', WIRE 8° DOWN & 4° LOCATK)N REgU1RED I DITCH ; s ~m--__.._~.w ` D6'IHtSLOPEIAREAI pal RACKS 1 V8. CAPACITY tMDTH: STRESS LPl6t ` LP1ETt FDR1dARD AL FLOW SLOPE] 1MDTH ! t<„q_ ,,L~.P~~--- w--... WIRE SHALL BE A Mil•NMUM OF 3z• THE TRENCk STEEL zsr7aF"a"`nEa FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN A suRFACe WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
_ - t 1 i p R j V ~ O , W ? (Ibsfsgft.)E REQUIRl~3REQUIRH?j [N WIDTH ANB SHALL HAVE A M!N[MUM q s ~ d y M i A i ; ~ ~ OF 6 LINE WIRES wtrH a2• srpr SPACING. FILTER FABRIC POST sECaMO GwlXd£R vABRic FoED£n AND MA4NTAINED. 25% 9F OVER H9P,20N7AL
! ! 0 :0.75 1 3 ' 9.24 ~ 1477 i 063 7.27 ~ 6716 14521 047 YES r YES _ i ; _ _ _ 4 _ ~ - ~MAPlOiTCHA(UPSTRFAMOFPEE G) 6716 :00100 1 I CIJMPACTED FILL $URFACE IKEA POST 007LE7 mNE ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO
1 0 ~ 0-39 [ 3 , 4.33' 1245 035 `1562' 87.16 1233 242 ~ YES YES I 36'FIN wRDiH~S ALL MEE TITHE REOUlP.E~ 6.7.16 , 0.1000{ 1 _ MAP! DiT(31A (UPSTREAM OF ICE G9 ~ _ . s ~ , ~--°----r-----°---~`°"""-'-", -~I ~ 3 10.611 1635 089 685 7389 , 1508 042 YES { YES i. wEIUTS DF NcDOT SSRS SECTION ro56 FOR llPSLQPE x 10 0.85 4„._ }DS or iwe¢oNra P9sT MAIN ENTRANCE IN A POSITION 70 BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE SURFAO£ AREA FENCE AND FABRIC PROPERTY.
73.69 ~ 0.0080. -,,-_L_.___ _ -,---w - ~ TYPE 3, CLASS A FILTER FABRIC, ANA SHALL SYMBOL +MAPIDffGHB(DOWNSTRFAMOFRPE F'~ ; __-_I. 1____. • _ - _ I 401 023 292 275 391 412 NO YES _ _ _ r. _ - BURIED iN THENCN~
~TON#2A - - 275 0.OO60r 2 0.32 1 3 094 _ _ - _-m- w--- BE FASTENED ADEQUATELY TD THE WIRE AS ~ ~ _ _ s,_„„,~_-,.. . 0,18 1.72 1,06 3.37 1, 004 NO NO DIRECTED BY THE ENG?MEEK. ~ ~ , , ~ I 8' " ~TTHV #26 106 .000301 2 ~ 0 23 I 3 - 0 62 3.45 - _ _ 1 I , - CROSS CONNECTION POLICY IS AVAILABLE AT http://www.rockymountnc.gov/utilities/crossconnection.html I
" ! 5,17 034 ~ 2.65 4.64 500 ' 009 , NO I YES , SIEEt POST SHALL HE 5' p" IN HEIGHT _ ~ ~ I ` - _ 4.64 i 0.043D 1 2 ~ 0 50 3 :176 , aND 3E OF iHf SELF-FASTUER ANGLE STEEL _..__.._,4___- _ - .i . PERSPECTIVE V1E4V s•.s°TRENC". ALL NEW COMMERCIAL WATER SERVICES AND IRRIGATION SERVICES ARE REQUIRED TO HAVE TESTABLE BACKFLOW PREVENTION p,ACI(FlIIED AND wMPac7ED ASSEMBLIES (BFP).
2 0.14 I 3 D.36 i _2 91 012 3.98 ` 140 ~ 2 86 0 24 NO ( YES 140 O 0270 ' ~ PE. _ , ! -'T~ a43 o to • 32a 1 ss 3 3s o is NO i YES _ _ ' _ 1 5-,,...., I I FE'CE T tT tEASi s iNTo ~ F I t. ~ STEEl n PDS 3 I PD57 tT I,F1+ST 78 INS9
TDIV#4B 199 .0.01101 2 i 023 } 3 061 , .L.__- y..-., . - . ~ -,o ~iouNp I WOOD POSF SIi1 FENCf IS NDT AN _ _ , _ 4.80 [ -._.-0.31 , 2.47 ; 3.64 4 65 I _ 0 D8 NO- . __.YES - 3.64 0.0090± 2 , 0.44 3 .147 1 _ _ - . ACCEPTABLE ALTERNATIVE. _ ~ , , { ~ _ _ SECTION AT OPENING FIRE SERVICES WITH FDC OR BOOSTER PUMPS ARE REQUIRED TO HAVE REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLIE DT ACCEPraBLE (RPDA).
` 1.64 0.0030 2 0.29 ~ 3 083 3.83 022 i 96 184 374. _905 ~ 1 4" h1IN, t-_L I z. wooG Posts ME not accEPTAeL 1TDA(#5B , i,.A....., , , , _,I_,--___1_. f BRIG AND 70 MQG WIRf PdRT 0 ASrFCH FA3PoG _ , . - 3. U6E S1APL'c5 f A T fRT 79 ATTACH FABPoG
2.22 O.OD60( 2.6 i 0.27- 3 ' 089 i 42(1 - _ 421 260 t 2.22 411 t 008 EXTENSID[d DE EA _r „ _ 1JIRE INTO FABP,IC ~ , - ~ ~ ~ - 1 ~.0036r 2 - ~ 0.48 3 ' 163 ~ 5 01 i -033 1 2.67: 4 20 4 86 , 0 09 NO YES , REDUCED PRESSURE ASSEMBLIES ARE REQUIRED FOR HEALTH HAZZARD APPLICATIONS.
;TDIV#7 a2D _ D I-_____.:___-~----_ ti 3 . ' 1 ~ 32a r 016 ' 3,87 i L96 317 022 NO YE ,Dil'CH#1 196 0.0150 2 j 0.20 ; 3 - B A t ~ L E P L A C E IMI ~ ~ ~ F ~ ~ ~ r~ A ~ ~ ~ ~ ~ S ~ ~ S DOUBLE CHECK VALVE ASSEMBLIES MAY BE USED IN NON HEALTH HAZZARD APPLICATIONS SUCH AS SOME OFFICE, RESTAURANT, AND RETAIL APPLICATIONS.
t___.__. _ T MPCiRA12Y SEDIMENT CSILT) FENCE IS APPRCIVED STD. N6.
ND. REVISIONS VISIONS V APPROVED STD N AT PT N ,N CITY 0~ ~DCK~' MQUi~T 3.z~
RE TTY ~F E2DCE~ I MOUNT - 3.3 1 _ . , , N AT R PT N _ ; DATE REVISI N ~~~T ~N~~~~ER~~~ DATE REVISION Certificotion by the Director of Planning and Development and the Director of Engineering that 07 ~3-~~ this planned building group/construction plan(cdate)rondtmeetsthel standaPds setforthdin thee
DEPT, OF ENGINEERING ' CULATIONS-FULLYVEGETATEDCHANNELS I 1 ___k__-_.;-~---- ~ - I DITCH CAL - r ? ri-7 _ , _ _ _ C EROSION AND SEDIMENT CONTROL PLANNING AND DE81GN MANUAL)___. , _ _ . ; _ _ _ O O ~ L ~ ~ u f DRC on Land Development Code.
14YEAR DESIGN STOfDUI (n VALUES OBTAWED FROM CHART 8Y05c OF THE N _ _ , o i .-I . ~ - WE1-f@ FflDRAIAIC' MANt ACil3AL , TOP SFEAft VR ~RtOMCHAR 7BYP
~A 1 i, [LATCH 1 BOTTOM , ROW SOc ROW '--j--' --i _ lI~ ft.OW.-,,,.,,-.SLOE - NIpTH ! DEPM . ..SLOPE APEA );,rBdJEr9i:, RADA.5 I .....Y,Ei- { CAPACITY WDiH SiF2.S lWty) 805c . _ - _ W i (psls N.)~ P805A7 1 PfAUfi~ I Director of Engineering Director of Plonning and Oevelapment
~ 1'~Ol+'i+Bj I O s d I Y i M t A I P I R ..V 0.... 9 _ 1
Np I 81.18 0.01 j 70 I 117 ~ 3 _13.79 I 1738 ~ 091 , 425 } 67.t6 7702 ;...,013 i 386 003 .r YES ;MAN pIrC4iA9 (tP'iFEAMOF PFE G{-....,.._._ MOF PPE G YES 8716 009 70 ~ 070 3 854 , 7446 i 059 7.67 ....6716 _ 1423 ! 398 ~ 4.65 ~ 004 YES_I ,MANOITCFIA2 (UPo"TF~A _..._.-a . 3 i 17.92 L 18.17 j 0.99 4.11 ! T3.fi9 , 17.75 064 4.08 , 0.03 YFS NO ( 73.69 0.006 t 10 129
iMANDifCHD(DDVdSTFiFkM OFT+FE'F'j I , T I ! ' ~..~..._.-_._-__„,,,_~LNSi PORiHf _ _ ,NOTE. USE92'STOPaE'PFAAPCNTEM'ORA DATE: MAY 16, 2006 PROJECT: 05259 CLIENT CODE: HODMOR ROCKY MOUNT T~INSP HASH COUNTY
2 ~ _._.-__t....--
® ~A~~ , ® ® SCALE(HORZ): CADFILE: 05259CP1 ~,r, ~
TL c o ~ HtAM rites 0V r.
P ' BARTLETT BY: ~M, RF NORTH CAR0UNA ZONE: SCALE VERT`: DRAWN SURVEY Y: M, F
s~a~ Zoos PC u"LDE MILL to - ri - ENGINEERING 6t SURVEYING
1 DETAILS NORTH TELE: [phone] NASH STREET 1906 NORTH CAROLINA _ REVISIONS: ACRM 3RD REVIEW COMMENTS 4/17/09 PAN SHEET QT2 ANC DENR COMMENTS 1/7/09
WLSON, N.C. 27893-1726 FAX: (252) 399_0804 CRM 2ST REVIEW COMMENTS 9/12/08 CRM 1ST REVIEW COMMENTS 8 15 O8
FF S. B CITY
R~h'G U~~E +nrnur &S

ENERGY DISSIPATION ~1 ~ DISCHARGE HOSE
F"FLOW~ \ PORTABLE PUMP IMPERVIOUS DIKE
NOTES MECHANICAL JDINT TAPPING SLEEVES SHALL NAVE A WORKING C.I, FRAME & CpvER PER STD, DWG. NO, 4,6 (pR 4.7 FOR WATERTIGHT) •'~~':~:F SUCTION HOSE
P FIRE HYDRANT, PUMPER NUZZLE PRESSURE OF NDT LESS THAN 200 PSI HAVING RIGID CAST DUCTILE CONSTRUCTION NOPES~ PRU ERTY IRON BODY SUITABLE FDR INSTALLATION DN BOTH DUCTILE IRON PIPE FaR trrsralcATlois, REFER TO MAT NODES: SECURED WITH MORTAR " tOW~::; 'ION, REFER TO MATERiAI, AND
LINE ~ O 7U FACE STREET AND CAST IRDN PIPE WITH OUTLET FLANGES PER ANSI/AWWA C110/A21,10 CONSTRUCTION NOTES ON STD. DW MUTE= FUR HYDRANT INSTALLATIUN UN PRECAST' CONCRETE bfA13H0I~E NOT NOTES ON STD. DWG. 4.2, e -D 'BETE bfANHOI,E NOTES ~°°0oooaooo ' QoQ°ooooo~
EXISTING MAIN, USE TAPPING SLEEVE SPECIFICATIONS, THE VALVE SHALL BE MANUFACTURED TD AWWA f }~J
AND VALVE PER STD. No. 512 SPECIFICATION CLASS 350, OPEN LEFT,
' ECCENTRIC PRE-CAST CDNGRETE RING DR E4' 4 f CONE RISER s
X BRICK I H ¢ VALVE BUX PER o 0 o cLlMtr - BRICK & MORTAR GRADE ADJUSTMENT ~ \ PROJECT ~ TOP OF BANK (LIMIT -THREE COURSES DR 6' MAX,> PORTABLE
~ ~ STD, NU, 5,9 0 o SOLID CONCRETE OR BRICK \ PUMP IMPERVIOUS DIKE
> ®a ~ BLOCKING SHALL BE USED ~ ~ SIDEWALK ~ o o AS FOOTING FOR DUCTILE STEPS PER STD, DWG, Na 4,8 a I6' D.C. DEWATERING DEVICE
<.::;.:..,-~.a:~;:::;;'"~`:::'. PAVEMENT .a o 0 o IRON PIPE (SEE DEWATERING \ DISCHARGE DETAIL} /
BURY LINE N ~:.:~<:::°.:..':'°80~ 'r`~;~ ' ~ 48' MIN 5' MIN.
10 CU, FT, MIN, ~ PLAN
6" AWWA C509 CRUSHED STUNE GATE VALVE W/ . NOTE: WORK AREA ENSURE TO ANCHOR ALL
~ ~ t CUMPACTED BACKFILL MJ CUNNECTIDNS rAPPTNG ~ SLEEVE PUMPS AND PIPES SECURELY e---- ~ ' A 1% MiN, GRADE A
~ (TAMPED IN 6 LIFTS) VALVE _
II- NDTES
1. CONCRETE SHALL NOT CONTACT BOLTS . ~ 6" DIP BRANCH PIPE ':<r; OR ENDS OF MECHANICAL JOINT FITTINGS, , CONSTRUCTION SEQUENCE: MAINTENANCE:
I{ MIN 2. SEE STANDARD THRUST BLOCK TABLES, ,j I o°o°o°o°o°o°o°o°o°o°o°°°°°o°o°o °`rOOC 1. SET UP BYPASS PUMP AND TEMPORARY PIPING. PLACE • ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING 0000000000000000 c
FOR AREA OF CONCRETE REQUIRED, '4' II~ ^.:`P-,. '"Kid - 1 Ir ` ~ I ~ ( {I- ( I 1= { ~ ~ { ( I Irk( I~ U( 3, 2500 PSI CONCRETE CLASS B REQUIRED e EXITING 0 0 \ \ OUTLET OF TEMPORARY PIPE TO MINIMIZE EROSION AT TO ENSURE PROPER OPERATION.
( _ I~~TC~ I - ~ UI~ 1 ~IUl~ll~ ~ ' 4. TAPPING SLEEVE & VALVE SHALL BE BDLTEB ° ° MIN - - - I r_ II I~ Iaia~~ 1~ 6 SECTION A-A ~=III"- I I~IIUI~ ~~I~{~{II-11 ~{b" 1=1 { { -1{ ~ IN PLACE & PRESSURE TESTED PRIOR TO a.:.a I V A / ~~~~.~~~\/~~~i 6' x 6' MIN. DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY • INSPECT IMPERVIOUS DIKE FOR LEAKS ANO REPAIR ANY r L-$ E%TENDED FpOTING DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND DAMAGE.
CUNC, SETTING SLAB 3/4 BRIDLE RQD & TIE BOLT 1,_0, TAPPING OF EXISTING MAIN, WHERE REQUIRED PIPING, • INSPECT DISCHARGE POINT FOR EROSION. EXSST, STABLE ANDlOR WELL 2. CONSTRUCT OUTLET PROTECTION EF NEEDED. • ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
, , EACH SIDE W/TWU COATS OF a;'' 1 3 X 1 3 X 4 THICK BITUMINUUS COATING CUNCRETE i . `w::., : CpMPACTED SUBGRADE SET MANHOLE ON 3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA MiN, 6' #57 STONE TO IMPOUND WATER FOR BYPASS PUMP INTAKE. USE A
CUNC, THRUST BUCKING TABLE, WELL- THRUST BUCK FLOATING INTAKE FOR PUMPS WHERE POSSIBLE.
CUMPACTED SUBGRADE I 4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO ISOLATE WORK AREA.
TAPPING SLEEVE & VALVE HYDRANT INSTALLATION (SHEET I OF 2) F PRECAST CONCRETE MANHQLE 5. CHECK OPERATION OF PUMP AND PIPING SYSTEM. 6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS
` REVISIONS APPROVED STD, NO. REVISIONS APPROVED STD. NO. REVISIONS APPROVED STD. N0. DIKE> BYPASS PUMP, AND TEMPORARY PIPE.
- CITY OF ROCKY MOUNT .12 CITY OF ROCKY MOUNT 5.1 ~ CITY OF ROCKY MOUNT - 4,1
DATE REVISION DEPT. OF ENGINEERING DATE REVISION DEPT. OF ENGINEERING _ 03-29-06 04-04-06 DEPT. OF ENGINEERING DATE REVISION
04-~~-~~ ~ BYPASS PUMPING DETAIL
NO SGALE
~
AN GENERAL CONSTRUCTION NOTES ~ i HYDR T T I R[OHT OF WAY VARSES I IPlFLARED CONNECTOR 1 y® I E S~ N0. IS425 DR IPlCOMP. ~®TES~
{ CONNECTOR NO. 15428 1. PRECAST C PRECAST CONCRETE MANHOLES SHALL MEET DR EXCEEA THE
FIRE HYDRANTI HYBRANT SHALL BE AWWA C502, DRY BARRELL, BRY BONNET, THREE-WAY HYDRANT WITH I i DR APPROVED EDUAL REQUIREMEI REQUIREMENTS DF ASTM C 478, ALL SURFACES SHALL BE SMOOTH AND EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB,
3' 6' MIN, BURY, 4 1/2' MIN, MAIN VALVE OPENING, 4 1/2` PUMPER NOZZLE, TWO EACH I METER FR(Tr! CITY [NILY E SMOOTH AN 2 1/2' HDZE NOZZLES, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARB THREADS, j i FIN, AND E FIN, AND OTHER IMPERFECTIONS.
BREAK-AWAY TRAFFIC FEATURE, ANB BRONZE ON BRONZE SEAT RINGS, HYDRANT SHALL i FINISHED GRADE 2. JOINTS BE' JOINTS BETWEEN MANHOLE SECTIONS SHALL BE SEALED
HAVE PENTAGON SHAPED (5 SIDED) OPERATING NU7 AND SHALL OPEN TURNING LEFT i I WATERTIGH (COUNTER-CLDCKWISE,) { ASTM C 44 WATERTIGHT USING EITHER D-RING GASKETS CDNFDRMING WITH FILTER BAG ASTM C 443 OR BUTYL RESIN CDNFDRMING WITH AASHTD M-198, a,~~ ~
~ A 3, HOLES FOR CONNECTIDN DF PIPE TD MANHOLE SHALL BE PRECAST TO PORTABLE ~~a ~ ~ UNDISTURBED
MANUFACTURERS AMERICAN DARLING MK-73-1 FRANKLIN a 3, HOLES FDR v ~ METER DOX MUELLER CENTURION A42I CUW DR CORED, DR CORED, DIAMETER OF HOLE SHALL NOT EXCEED OUTSIDE DEWATERW x'~- A
BIAMETER I KENNEDY GUARDIAN ~ 4- DIAMETER OR PIPE BY MORE THAN 3 INCHES, PUMP FILTER FABRIC 8" OF SEDIMENT
,w WATEROUS TREND 100 ° 4, CONNECTIDI 1. CDNNECTIDNS DF PIPE TO MANHOLE SHALL BE MADE WATERTIGHT CONTRQL STONE
PAINT, CHAINS SHALL BE REMOVED, AND HYDRANT SHALL BE PAINTED WITH RUSTOLEUM #964 DRasS CLAMPING DEVICE- USING RES USING RESILIENT CONNECTORS CDNFDRMING TO ASTM C 923 DR NEOPRENE BOOTS EMBEDDED IN PRECAST BASE WITH STAINLESS
FEDERAL SAFETY RED, NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A COAT d.uDED IN METER aox AssEMDLr. NEOPRENE F R Y ERR INC. 3!4'VOR I' TYt~PER`AST~BR88 DRAIN t10LES STEEL CDM DF ALERT SERIES 1440 SILVER WHITE AS MANU ACTU EA B F 0, SER ICE PIPE STEEL COMPRESSION BANDS.
_ 5. MANHOLE I' i. MANHOLE INVERTS SHALL BE INSTALLED USING BRICK AND
OIL/GREASE; HYDRANT SHALL BE OILED OR GREASE? AS RECOMMENDED BY MANUFACTURER AFTER E~RSSOZ assEMeLr APPROX. t CU FT. CRUSHED MORTAR, DI INSTALLATION. sTDNE AROUND DasE WITH FORK MORTAR, DR MANHOLES MAY BE PRECAST, MONOLITHIC SECTIONS NOTES: WITH FORMED INVERTS, PROVIDE STABILIZED OUTLET AS NEEDED.
LIFT HOLES SHALL BE PLUGGED AND FILLED FLUSH WITH
RESTRAINTS ALL INSTALLATIONS SHALL HAVE CLASS A CONCRETE BLOCKING PLACED BEHINB BOTH 6, LIFT HOLE TEE AND HYDRANT, EN LIEU OF THREADED BRIDLE ROBS, APPROVED GRIP RING OR MORTAR, MORTAR, MAINTENANCE:
LOCKING FLANGE CONNECTIONS MAY BE USED, BOTH GRIP RINGS AND UCKING FLANGES NDTEs 7, ALL BRICK AND MORTAR SHALL RELIEVE A 1/2' MORTAR INSPECT INLET PIPE AND BAG FOR DAMAGE AND BLOCKAGE.
T W RKING PRESSURE OF NOT i. METER BOXES ARE TO PLACED IN TURFED AREAS. 7, ALL BRICK SHALL BE U.Lo LISTED AND F,M, APPROVED WITH A RA ED O caRP. srDP DY MueuER 2. ALL METERS SHALL READ IN CUBIC F€ET, PAREE CDF LESS THAN 350 PSI WITH A MIN, SAFETY (ACTOR OF 2.1. LOCKING FLANGE CONNECTIONS N4 H-15)75 OR HAVES 5040 3, METERS SHALL BE PURCHASED FROM CITY pF ROCKY MOUNT ONLY. PARGE COAT DN INSIDE ANA OUTSIDE, REPLACE BAG WHEN 3~4 FULL OF SEDIMENT.
SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN BE 4. ALL GaRPDRAr1pN srpPS, CURB STOPS, END CONNECTORS, ETC. SHALL
DIRECT TAP ON 4' D[At~rER aR BE SOLID BRASS MANUFACTURED IN ACCORDANCE WITH AWWA C8G0. PRDVIBED. taRGER DIP OR GIR MAINS ONLY. 5. STANDING IN STREET FACING HpUSE, WATER METERS aLL OTHER TAPS SHALL BE Ma?E ARE i0 BE LOCATED 3' RIGHT OF SEWER STACK.
WITH saLtD BRASS, TWO DR rtD2EE 6, METER BOX SHALL BE FORD. CRESCENT BpX CMODEL C$T11-233 FDR PIECE SERVICE SADDLES Cm+PLYIN6 5!8' X 3!4' OR CBilt-444 FDR i') AS MANUFACTURED BY FORD METER
WITH AWWA caoD BOX CD. OR AN APPROVED EQUAL MODEL.
PRE PRECAST CONCRETE MANHOLE NOTES ~ DE~ATERING DISCHARGE DETAIL
HYDRANT CQNSTRUCTION NOTES (SHEET 2 OF 2) 5f8" x 3/4" & 1" VIIATER SERVICE
EVISIONS APPROVED STD. NO, APPROVED STD. NO. REVISIONS R CITY OF ROCKY MOUNT - REVISIONS _ CITY OF R®CKY M®UNT APPFiDYED sTD. 42 NO SCALE
5.2 CITY OF ROCKY MOUNT 5.~ DEPT. OF ENGINEERING DATE REVISION
DEPT. OF ENGINEERING DATE REVISION PATE REVISION DEPT. OF ENGINEERING _ 03-29-06 2-19-01 04-21-04
NOTES
1. MIN, GRADE FOR 4° SEWER NOTES
SERVICE SHALL BE 1.0 % (i/8' PER FL) RECOMMENDED MIN. BLIIW-OFF HYDRANTS SHALL HE ND, ~ODp-B AS MANUFACTURED BY JOHN C. KUPFERL£ FOtlrIDRY CO., ST. LOUIS, MO. DR AN APPRgVED EQUAL,
HYDRANT ASSEMBLY PER STA ND. 5,1 GRADE SHALL BE 2.0 ! I STR ET I =i_ ~ . _ HYDRANTS $HALC BE NON-DRAINING TYPE FOR = _ _ _ _ _ PLACEMENT IN PAVEMENT, .HYDRANTS. SHALL HE
2, DEPTH OF SERVICE AT C L R/TF k~ (-ii 4 III-III III-~ I I_I I ~-I I I~ I I CDMPRESSIIHd TYPE CLOSING WITH PRESSURE AND
(~1=~i1=Il~=li~-~II STANDARD VALVE BI1X PROPERTY LINE MUST BE VARIES _ f f FURNISHED WITH 2` FIP ]NLEL HYDRANTS SHALL HE OPERATED DY USE OF A P~tTABLE TOP STOCK Ei° MAX, COUPLSNG WITH THE HYDRANT AT DR NEAR THE
PER STD. N0, 5,9 SUFFICIENT TO PROVIDE AT LEAST MIN, GRADE TO 12' MIN, GRIND L£VEL, STANDARD VALVE BDX ALL WORKING PARTS INCLUDING THREAD PROTECTOR
BUSINESS OR BWELLTNG AND 18' MAX 12' MIN, COVER OVER SERVICE. PER STD, ND. 5.9 AND gPERATING ROD SHALL BE BRASS AND GaLVANizeD HaRDwARE w7Re
ECLIPSE 2000-B BLOW-OFF 3. FOR NEW SUBDIVISIONS, I ~ HYDRANT (3' MIN. BURY) )W-OFF REMgVABLE FROM THE HYDRANT WITHOUT NEED FpR x r E%TENDS TO TOP OF BO% EXCAVATION, BRASS THREAD PROTECTOR SHALL ~x~ ~ti~ 1RY) HAVE A 2' SQUARE NUT, STaNDaRO METAL
CLEANOUT STACKS SHALL BE ~ ? I b W N : PLACED 3' TO THE LEFT Of * p ~Y' 2' RED BRASS DR 'Y °y PG~~c+~INO -D. ~
THE WATER METER WHEN ~ ~ ~ = UNDISTURBED EARTH - COPPER NIPPLE ' F f f, x ii v
LOOKING FROM THE ROADWAY 4° 1/4 OR i/8 BEND MONOLITHIC °Y' W/ I ; e OR SEWER MAIN. 1/4 BEND FITTING III- - e - / ~
I =a - W THRUST COLLAR PER 4. ALL SERVICES SHALL HAVE A a ~ - 4 • . 4: r
f STD, NB. 5,19 A - ~ , , CLEANOUT PLACED AT THE EASEMENT -III
~i'~ OR RIGHT OF WAY LINE. ALL CLEANOUTS \ ~ - SHALL BE CAST IRON WITH BRASS \ 1 ( TI I a . ~ . -III I C 4=... A •-0 A e q d
1~- PLUGS. CAST IRON DOUBLE-HUB 1' STUB W/PLUG j - b c ' CONNECTORS (30' MIN,) MAY BE USED TO =1I =III '.4 .
~i - TRANSITION FROM PVC SERVICE PIPE, - ~ - ( ll 4' CAST IRON SOIL PIPE OR - (-I I -III (~TM-~ ( p ' < a r / Y ~ ~57 WASHED STONE PLACED TO
• d~' 4' DUCTILE IRON DR - - ' 5. ALL PVC FITTINGS SHALL BE OF - =III Iii~Ill - I ( I ~ ~ A HEIGHT OF 12'-18' MIN. ABOVE TOP CF BO%
° ' . HEAVY WALL CONSTRUCTION (115 PSI ND 3 ° ' 4' PVC CSBR 23,5 OR SDR 26) - - MIN, PIPE STIFFNESS,) MD LI HIC Y W/ - I- I ( - II V TO III DIRECT RpD VAL E
TEE PER STD. N0. 5,13 pNE JDINT pF.MECNANICAL JDINT 1/4 BEND FITTING - __-III. _I I DUCTILE IRDN PIPE WITH PLUG 6, All PIPE WITHIN RIGHTS OF WAY HAND SHAPED, STABLE- SUBGRADE I - F ~-I I THRUST COLLAR NOTES:
SHALL HAVE PUSH-ON JOINTS WITH SEW R MAIN EXCAVATED TO CONFORM TD PIPE ~ II-II - E VIII _ VALVE SIZED FDR FUTURE ELASTOMERIC GASKET SEALS, AND BELLS OR HAND PLACED CT EAN, - - I I®"I i ~''-""I ~ I PER STD ND, 5~4~D INSPECT AFTER EACH RAIN AND MAKE REPAfRS AS NEEDED.
NDTEI ALL DEAD END MAINS 12' & LARGER SHALL MAIN EXTENSION WASHED STONE (2-3' OF NCDO #67) ~I I I_.--I HAVE A FIRE HYDRANT AT ITS TERMINUS, IF LINE 7, SIX INCH AND LARGER SERVICES ~I f I~_) ~ ~ SET IN MIDDLE DF REMObE SEDIMENT FROM POOL AREA AS NECESSARY TO PR041DE ADEQUATE STORAGE _ MECHANICAL JOINT FULL JOINT (18-20') VOLUME F~2 THE NE%T RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING SEGMENT REMOVAL.
TERMTNATIpN IS TEMPORARY, FIRE HYDRANT MAY BE E IS EXT EDT MEET SPACING SHALL CONNECT AT MANHOLES. CONCRETE BLOCK RELOCATED WH N LIME END 0 :ONCRETE BLOCKING TAPPED PLUG WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABIUZED, REMOVE ALL CRUSHED ROCK MATERIALS ANO ANY UNSTABLE SED#AENT AND DISPOSE dF THEM PROPERLY. BRING THE
REQUIREMENTS. A VALVE SHALL BE PLACED IN PLACE pF THE HYDRANT TEE FpR TESTING BF THE EXTENSION. - DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT. APPROPRIATEkY STABILEZE ALL BARE AREAS AROUND THE INLET.
STANDARD 4"SERVICE LATERAL ~ ALTERNATE 2" BLOW OFF DETAIN
TEMPORARY LINE TERMINUS (12" & LARGER MAINS) REVISIONS APPROVED STD. NO. _ REVISIONS
APPROVED sTD.NO. CITY OF ROCKY MOUNT 4,~2 REVISIDNS I Y F R KY MOUNT - DATE REVISION CITY OF ROCKY MOUNT 5.4A ~ CATCH BASIN f YARD INLET PROTECTION DETABL
C T 0 OC 5.3 DEPT. OF ENGINEERING _ DEPT. OF ENGINEERING NO SCALE
DEPT. OF ENGINEERING DATE REVISioN o4-06-04 04-07-00 -
DATE: JUDY 2008 PROJECT: 05259
~ ~,IU~cua,,~ T t R,~~ o CLIENT CODE: HODMOR
_ , ® _ _ _ crel ~~unp'71• ~ Rnr.KY ~Inl1NT TWNSP HASH COUNTY
wnr_^. - 50' LHUNLL: VVLayV!' 1 .
FIELD BOOK:
'LDE MILL 5 ERING & SURVEYING PC ENGINE 2x106 STREAM . e SCALE(VERT). -5 SURVEY BY: KP, JB NORTH CAROLINA ZONE.
m DETAILS 1906 NASH STREET NORTH TEIE: [phone]
CITY OF ROCKY MOUNT, :s,J c',~F 4NLSON, N.G. 27893-1726 FAX; [phone] U T, NORTH CAROLINA - REVISIONS: A NC DENR COMMENTS 1/7/09 PIN # SHEET DT3
FF ,,Rp S. BPR,`/kC ioulop' www.bartiett.us.com
SU
~ti,. , rrGA 3D. FR hr~ NIP,

„ _
SI1E NOTES: ~ r i ' 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 OF SPECIFICATIONS AND OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL ~ ~ ~ i _ ~,L
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 ENGfNEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE M~cxsr~c _
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 ~ f ~ , $
KETCH POiNT DR TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY SUCH POINTS 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.
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT IiJ~S"~EB::. / / h ~ o; ~ yy Q TE PORARY DIVERSION
STANDARDS. EXISTING CONDITIONS: THE UNDERGROUND UTILITIES SHOWN NAVE SEEN LOCATED FROM ITE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE ~0 ~ ~ /
1544 CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS AFFECTING SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND PHONES & LIGHTING. WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES iN THE AREA, - ~ a r q~ 9 ~7 x -
QqK ~ ATTENTION pF THE ENGINEER FOR POSSIBLE CLARIfICATiON OR EITHER iN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES r
(F aw f~~F UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM RECONCILIATION. NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN I'£j i859 t7t4 kFM CLEARING AND GRUBBING SHALL BE DISPOSED OF AT AN APPROVED THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT DISTURBED ACREAGE = 22.20] i700 c,o 1858 Rp PERMITTED OFF-SITE LOCATION BY CONTRACTOR. CONSTRUCTION SAFETY: THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM i ! ' ~EAGE = 22.ZOt ACR ~
Rp THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB INFORMATION AVAiLA$LE. THE SURVEYOR HAS NOT PHYSICALLY
ASPHALT PAVING TO BE A MINIMUM OF 8° CABC AND 2° SF9.5A_ SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE SOLE LOCATED THE UNDERGROUND UTILITIES. RESPONSIBILITY OF THE CONTRACTOR. - - OR~~ r' ~ ~ X134
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL _ _ _ _ ~ ~ _ ,gyp rr ~ ~ ~ I ~ - / % 1.
REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS & PERMITS STRUCTURAL FlLL: ~ ~ ~ CB#t r - ~4 asni s ~ 5~ ~ ~ - a X
o INCLUDING PROVIDING BONDS/INSURANCE fF REQUIRED. SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION. i ;!I"+ ~ OFFSITE BORROW LTRENCH BORROW: li l ° Q 1
a CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED 4FFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW ~ ~j ~ - - ~ INSPECTIONS. PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 5D) AND SHALL i;' - ~ ~ ~
Mount Rd. J i i i ~ - ~ f,,~~;~ O2a ~ ~ ° f
= CAl1 ONE CALL CENTER AT 1-800-632-4949 fOR LOCATIONS OF BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8° TO ! t7o7 EXISTING UTIIITI~S 48 HOURS MINIMUM PRIOR TO EXCAVATION. 10° LOOSE LIFTS AND COMPACT TO 95% OF THE STANDARD / ji I I; ' 82 - ~ ~ off a~P , - ~ ~
PROC70R MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE ~ ~ t CONTENT OF THE SOIL SHOUlp BE MAINTAINED WITHIN t 3 I ! - - ~ ~ ' ~ ~ 41 ~~yo' 0 i ~ ~ ~ 36 qq - - V- ~ + ~
V PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT ' P~- 1 ' EXCA AiION AND GRADING PLAN NOTES: 3.13 81 ~l ~ ~ 'y~ ~ ~ ~ Nj, ~ a ~
ALL AREAS NOT COVERED BY PAVING TO BE GRASSED, LANDSCAPED DETERMINED 8Y THE SAME TEST. Off-SITE BORROW MATERIAL TO y ' J i;, $O OR LEFT NATURAL AS INDICATED. BE OBTAINED FROM A PERMITTED SOURCE. ~ _ V _ _ _ ~ ~ 42 ~ ~ ~ I % a it ':A~ x._
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY ~ : ~ / ~ ~ w X36 - y ~ / / i ~ ~ q ! _
® LOCATION MAP COMRANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE ~ SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, f ~
~ NOT TO $GALE ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTOR ~ G VV ~ ~ ~ - ~ L! ~ d' ~ ~ ~ 137
SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED LJMITS OF., i-- ' TO MATCH FINISHED GRADES. 01$TURBANCE"`;- ' ~ / a 1, ~ ' 13~ROP 8" PVC 5EYYE - 3
< A _ - ~ S,~ta ~~r % ~ ~ a ROP. 8" DIP WATER .i'. Y r ~ ~ ~ ~ O~~R 4 e" a W v / C r ~ ~ CB 13
NOTE: SEE SHEET DT1 FOR CONSTRUCTION SEQUENCE ~ ~ , \ DITCH A2 I
~ r~ , SEE SHEET DT2 FOR CALCULAl10NS - \ ~ , DITCH A~
: ,I REGRADE EX{STING CB~I3 3A DITCH AN0 P ® TST ,p. P # ~ f
i \ ROVIDE` PIPE ;.:y,- _ - ~ ~ ~ - - - _a ~ h - EXCELSIOR MATi1NG E • ~ ~~2 ~ r
EROSION CONTROL LEGEND ~ ~ ~ ~ ~ \ FUTURE POND ~F jt"~ 47 / w~r~ ~ A ~ ~ ~ Grp _ f Py / _ / ~ R,
kF F, EXISTING CONTOUR ~ ~ A - , ' ~aR -PAM ~ p~~ ~ ~ l 1~ ~ ~9j ~ ~ ~3 ' ~ ~ <~j° ~ ~ 3
F ©~R ~`~f '~4~`' a I p _
ELEV--^---- u DITCH A2 _ ,/~R$j ~~A ,4,$~ PROPOSED CONTO R 3D' DRWNAGE ESMT #I ~ p A:.
. ~ j ; ~ --~---~~-.---~,~~3~'~,~, T,x X20. ~ ~~Ns°.- ' , d~. O CB#~. a ~
~ Y . I ~ -x-x- ~N41Tf~~~71STURBANCE ppR ~i2o -i2i-
TA A ~k i" ~AR PA~ - -PIPE ' ~ ~`S': ao ~ R,.pA A F~ ~ ~ ^ 129 f ~ 5 , ~ tT FENCE
o,,ao" MLt UFFE ~ z ROCK CHECK DAM ~o ~ - ~
FF fR i \ ~ ~n~0 ~ q, / -
~ LEVEi. SPREADER a OUTLET PROTECTION ~ \ . ~ k X ~ X ~ I 0 ~ ~
I F / ~v 1'/NJ ry .e;'?"fir, \ / lI ..,v'' PR N ^ ~ ,
CONSTRUCTION ~ 0 2~' SIL FENCE , ti~ ~ ~ a ~,e o~~~ ~r. 62 ~ ~ 1 / 9 13 ~
ENTRANCE EXIT ~ , t ~ R ~ ~ ~ ~ l ;y. g o O ~ ~
0 0 0 , 61 N ~ ono°o~ ROCK DAM ~ a• ~ ~ ~ ~ / / ,J`b ~6 i/ ~
O r- D DISSIPATOR PAD A o ~ 60r a e i 9 ~ ~ q
n IMTH FES m a I ~oF AA ,ti a. l ~ K SURFACE MATER FLOW ~ -o I ~ ~ f ~ ti _ _ ~12s ~ ~ry9 ~ ~ / O m .32 0
~ :0 ~ ~ ~pli ~ k + ~ ~ o
INLET PROTEC110N O ~ ~ o ~ l ~-t- D x ~ a a~' 57 1tio ~ Ce#1 ~"126 _ ~ s. ~ ,~~y~' ~ 1 ~ ~ j I DISTURBANCE f ~
-C ' 122 ~ j f D I® ;~o! 0
Q TEMPORARY DIVERSION ! ~ z
re D 25'. SE R S 1~~ ~ 0 ~ , wA~~ , , TEMPORARY DIVERSION cn ~ ~ r. ~aa _ _ 6
~E ~ ~ 1i 15 w TEMP. uNER ~ a
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~ I, 124 ~ 56 _ N ~ Y ` ~~R
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3 r~ 55 ~ -53. MA)ERt L~r~~~v << ~ _ ~ X40 24~`, s
oI ~ _ _ ~ 54 << AND STA NG AREA r o ~ - _ ~ 13s t 18291
- - - ~ ~ ~
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' ~ ~ ISS~PATOn PAD - Q ~On PAD _ 13y ~ ~ _
~ ~ ~ 1~TH FLS ~ v r,. ~ iN FMS S ~ _ i - ~ ARFA ~ _ _ _ - - . ~ _ 1 - ~ ~ 6
I ,r \ , , _ SILT FENCE I ~ ~ ~ _ - ~ - ` 134 ~ ~ ~3 ~
. i ~ ' \ ~ 132- _
i ~ \ ~ ~ ~ CB#1 eac~1E ~ i ~i~ w. ~a _ _ _ ~ SILT FENCE 1 _ '3p ~ ~ 25
• ~ i . l j ~ ~ ~ ~ • • • , 1 6.1 ~e _e, TEM ORAR .RSION#4 ~ ~ . L,x _ - k 34
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/ ~ • ~ T, ( ~ • ~ ' , , - _ _ , -,..;y .pal ~RSIO -
I S•. ~ ~ D 132 _ x
i - _ ~ ~ • - ' ~ , ~ ~ ° - Y-DIVERSION
• . • < ' . • . ~ TEMPO . • ,t ~ ~ ` a~ 130
~ PIPE,"AA'" PIPE "Ak" • ~ r q~ ~ ~ -
• ~ ~~Jai - ' 2- -RCP 2-36" RP , , ' • ' ' . •1 ' 1 'I . ' ~ . / \ ! \ \ ~ ~TST~i ea ~ ~
RP
/ _ _ AM ~G - _ - _ _ BUFF ~ , - - _ .t ~ - -
% ~ ; ~ r PROVIDE BYPASS P ~ ~ 215 / - - ~ DURING. CONSTRUE 'ROVIDE BYPASS PUMPING `'t ~ ~ _ _ _ _ ' i ~ ~ ~ ' i ~ " ~ ~l ` \ _ ~ DURING. CDN$TRUCTiDN 0 _ - _ _ ~
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FUTURE ry - - - 1 ~ ~ ~ i / , - ~ ~ / N: 846351.23
DEVELOP T ~ P TY OUTFALL ND" ~ C: 11+74. - - MAIN UTILI ,A ~ _ _ ~ ~ ~ 7~ 1~ ~ E: 2329748.44 ! 4 ~ GRID fACTOR:0.99994550 _
ALL ASSOCIATED,PERMITS _ ~ ; l ` ti \ \ \
CONDUCTED BY THE YdILI BE _ _ T ~ a
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_ ~ELW:~ 121.37 (NAND 88j f I coNSTRUCnQN - - - _ _ - - - I AREAS OF DITCH ,tCK D ENTRANCE CRM _ AM CHECK OAM 'ONSTRUCTION / CORN. - ~NTR~ANCE CRM ~;j- ~ DITCH ~1 ,EXCELSIOR MATi1NG ~ ~ r ~---x"802181.79. f
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= EXCEt:Si~ MATTING CHECK DARE ~
FOR' DISTURBED _ . AREAS OF DITCH ~ ' CHECK DAM _ _ _ _ Certification by the Director of Planning and Development and the Director of Engineering that f _ t _ - ' - this planned building group/construction plan conforms to the preliminary plan approved by the
% _ _ _ _ _ _ ~ ~ ~ ~ , DRC on (date) and meets the standards set forth in the
Land Development Code•
Director of Engineering Director of Planning and Development
{IIt0111JaJJJ DATE: JULY 2008 PROJECT: 05259
R T F cARO J~-,
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~,n.B 1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893_1726 FAX: (252) 399_0804 MOUNT, EROSION CONTROL PLAN CITY OF ROCKY S. BPti,,,1 www.L "•~F UIN'T, NORTH CAROLINA REVISIONS: QNC DENR COMMENTS 1/7/09 PIN SHEET SE1
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CRM 1ST REVIEW COMMENTS 8/15/08
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~ ice, ~ ~ r ~ (SEE_DETAI6SSHEE7 D' :DETAILS SHEE7 DT3) ~ - ' ~ _
FUTURE - - -'>2~_ ~ ~ j ~ ~ l ~ . _ y
. / k00 DEVELOP NT _ _ _ ~ ~ , C. 3 ~ P 11+74. - j,,. / / ~ ~ i ~ N ~ ~ ~ GRIt
~ - , ' _ . ~
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~ = i` N 800736.31-86" 3a ~ ~
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, ~ ° \ _ d---__ STANDARD'3.17 - _ - - - - _ I ~ -CHECK DARD 3.17 _ _ FOR DI$TURBEO ~ ~ _ ~ ~t~802181.1 _ CHECK~~~ ® ' CHECK ~ AREAS ~ DITCH - - E 2333s8s,
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- - k r .
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PROVIDE TEMPORARY - - - ~ ~ ~ _
EXCELSIOR. MATTING CHECK OAM ~ i FOR DISTURBED ~ -
~ _ _ _ _ AREAS OF DITCH ` ~ ~ T P ~ _ ~ Certification b the Director of Plannin and Develo ment and the Director of En ~neerin that ' CHECK DAM _ _ _ Y 9 P 9 9 ~ _ - _ ~ ~ this planned Building group/construction plan conforms to the preliminary plan approved by the
i DRC on (date) and meets the standards set forth in the
Land Development Code.
Director of Engineering Director of Planning and Development
`I 1111 Illlgll -
NI AA/ R ~ ~ ~t ~ DATE: JULY 2008 PROJECT: 05259
a ~ r _ C~91lA/C'AJT/I T!/~A/ A AlI1 _ _ _ _ _ CLIENT CODE: HODMOR
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1906 NASH STREET NORTH TELE. [phone]
WLSON, N.C. 27893-1726 FAX: [phone] F T T, NORTH CAROLINA REVISIONS: LQNC DENR COMMENTS 1/7/09 PIN
FRi ~y~ rr<<ir S. 6 CITY OF ROCKY 9 & suRV www.bartlett.us.com (TRIBUTARY AREAS) CRM 2ST REVIEW COMMENTS 9/12/08 # SHEET SE2
CRM 1ST REVIEW COMMENTS 8/15/08
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i i l
~ t ' _ _ _ _ Certification by the Director of Planning and Development and the Director of Engineering that ~ ~ ~ - - " this planned building group/construction plan conforms to the preliminary plan approved by the
~ ~ - , _ _ ~ _ _ ~ ~ ~ , DRC on (date) and meets the standords set forth in the
land Development Code.
Director of Engineering Director of Planning and Development
1 ~ P ~ ~TQ ~~~i ~~~G ~ i~ DATE: JULY 2008 PROJECT: D5259
A~! .eta?,.\~ CCC1n ~y~ ® ~,,,,,~,j CLIENT CODE: HODMOR TlM1AA ...A,. A.,,,.....,
1 SC:ALtkHUHL. = 60' CADFILE: 05259CP1 f CULA T MVVN I I WNZ)V NAbll WUN I T
SEALS i
NGINEERING & SUR 11NG PC EREAl WETLAND 20106` - lEAM (PHASE 1) FIELD BOOK: SCALE(VERT): DRAWN BY: RF, JM SURVEY BY: KP, JB NORTH CAROLINA ZONE:
m a q 1906 NASH STREET NORTH TEIE: 252 399-0704
ti ; : W LSON N.C. 27893-1726 FAX: [phone] CITY OF ROCKY MOUNT, N T, NORTH CAROLINA REVISIONS: NC DENR COMMENTS 1/7/09 PIN
NG & S~1R~ u1111164 www.bartiett.us.com CRM 2ST REVIEW COMMENTS 9/12/08 SHEET YVL.1
CRM 1ST REVIEW COMMENTS 8/15/08
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24 ...12,709! 1707
25 BR62_i V A 3 1863 / ? q ? 31 ~ ~N. ~ ! 1 A ~ / ~ N 26 _!?'Iee' 976 1i\ ~ ~ r 9 35 r 34 A 33 I . \ ~ ~
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I- i~~ A ~ \ 7a,o 0 4 98 ~ " 95 `0~ a a, A a ~ ao,o'. 601o ea.0 ~ I I ~ 1 LOCATION GAP • / ' ,a e5,o 6s,a P-- ~ o ' 100 X99-' • 98 ~ 97 ~ ~ ~ ~ ~ n y„y `aoo. , ~ ~ s, .v 4s d M S ; 32 7821` 65,0 ' q 101 n ° - , v 93 p C ` \ M ~ ~ \ ``k ~ NOT TO aCALE as ..99m~ ~ B5•D o " tit0 n102 n a " 1 Ati St' ! AA, ~ 7 v, / ~ L=MON MW NOT TO SCALE
ss -w_ 7~' 163,c o ob5 0 0 104 " ~ 'BausH I A ~ 90, 8 ~ ~ ~ ~ ~ -
177? / ,,1 b a ? « 107 a 108 g - I ~ - ~ ~0~y ~ ' ~ 7 ' s~, , 9~ ~ ,,.6°,a' 6 ,0 5e~ V ^ it. 9 "108 " ~ N^ soo' \ \ , ~ 59,8' ~ I ~ ~ ~ / 37 (e tai • i 12 b 11 t " t 10 \ s ~'`v 5 ` I / ~ ! 1 ( , I ae r-- ir;ei21 113 v " n ~ ~ a' ~ t v a 1 ```;osA , ~ ao 24 ' ~ I 1 ( ~ t _
ae ° V 6 , A~ a A 1' o ,4 `TV. ~ '4 b ° ri 0 1 • e s " as ~ _ r. . 40 131711 , ~ , _ I St1E_PATd~ - , I 4 aela 1i11K~IRl 1 \ 6 , 8 .a' ea,o,. wsY toes o• s 91 ~ 7 V Is 18 l \
i-_- eae? I a 1 1 •D' ` ' ~ A v~ 39 40 \ 7+,e I ( Toint ngea , r , d4 r,e~s+ I .o ~ 0 1 8 ~!o• \ ,e`' A ~ ~ ~ ~v .o' 9 . A~2 ~ ! 1 1 PROaosE¢ siae€r rssn 11,7 ACRESt 95.3 ACRES* 1 11,7 ACRES±
_ ~ s.r 203 " as reoi,, 10` RAOAIA~~ q• 6D, q ~ s 90 t' 70,E 6Dd s a , • 80.0 \ 9 ~ 4 201 n \ N \ '7 \ 1501' 1~ ~ 1 . -.c, 60, Q ce 7,331'! _ g \ o ~ 200 n ~ \ $ ~ j3 ~ ( ~ I ~ 21J RES{DEMW. „ WA 6p 60,0 ~ ~ I '~2 H " N ~ 1 i TOTAL No. OF TATS 213 RESIDENTIAL
~T_ 7~' 60'9' - 1 ~ A A 197 ~A +5,508 \ A ~ $ 11 a A ` ~ lyb, I / / ~ i 2 Fl1iURE DEVELOPM ~ Baas` B sH ~ ~ 131. $ oO 8~ 1 ' 853 8 ro~ ~ 2 0l I I ' ~ \ eo ao]ei 1 u 'b` h 9 n ~ •o. A S OPEN SPACE _ A 7" ~ro-- X121v 122 023 o zoa v, . ,1ss , 1 ~ ~ ~ ~ ~ . ~ . '0`119, t2ti ~ ~ 1 I S ~ 1 21. / zlaTOtAL 2 FUTURE DEVELOPMENT 3 OPEN SPACE
s1 ~~"6i w• 117 118 9l ~i ~ " ~ a . 66s ~ Y5h ~ 1, ~ IT6s $ + o. ,p i ' \ ! ~ f ~ I \ _ . \ FUTURE RoAA t16 A - ~ ~ , I ` 1Aat a ry~~ ~ 6~ 1, 6 0. \ 12~___ + ~ t ToiAL uN, er. of sT. s2 7169 i i 5 v, , 19 'o. °Y ~ AA S 1 I ~ ! f 0,238 LF 218 TOTAL 10.239 LF
_.:.~_I ExrEN6lot~. 114 $11 ~ \ ~ m41, ~ \ 1 ~ E i I Ih t _ A- sa° Teeo~ + _ f ~ 1 176 oO- ' e y. ~ ~ '1 I ~ 214 i : v ~ 54 ~ r ....._.-_..I ~1 E 6OIA' 708' ~ r 205 1' S ~ I> ~0. - ~ 67 ~ v, 'o. ~ 1d ~ t A ZONING 0-1 k R-8 B,]A2, ~ 0-1 & R-6
_g:~8.' ~ ' = Ba,O''` 60.0' 80,6 ` 1 ~ q 'm• o .2 55 g , - e ? \ , ~ 'o,R v +2yp ~ \3 'o d' ~ ~ tVINAM ' ` D \ ~ ~ . 6a,d soa g 194 t ! 0• 5 13 5 c oE4EL0 Etif 66 &349, °m 7r 12 ~ I aUICOMG SETBACKS FRONT 25' sr i _ 10,7', ~ so qob' ~ I i3ei' r ss, 177 s4 ' ~ ' e 4 v A I ' ~ ~ I ( \ A FRONT 25' SIDE 10'
sa . ' a~~ ~ N/F 61 7al' ® C m 1 00 o, 1 ~.4 \ ~ '2~ m 1 1 510€ To' ss" ! fig C e I t2eb',/ 1 AV 1 206 •0 86 d ( 4218 ~ ~ I; I STREET SIDE 125 ~ ~ -jam{ MATRE EN JOH1}~ON >v, 1 4{{ _ . a 125 I 174 h0. o, ``193 ~ n. ~ 6y $ R2 l S . \ ~ I 1 : "'t l ( 1 RFnR 20' STREET SIDE 12.5' REAR 20'
r el _ . 76601 38J01 PGJ'eaoo / "129. • 128 yyt27 8 5S q w ~ / 1 +178 4'0. < re, , A ~ 3 ~ A\ 40.6 ~ I ` ` r - -I ~ 131 R . ~ ' '1" Ob . s ~ ~ X44 S I1 . m ~ " aeso, r 132 30 ~ 1a,2AZ, 20NE ~ ~ - 0. 9! ~ e5 14 ~ 1 ~ ~ \ PAOP09£D IANO USE SINGLE FAMILY FAAU uNO i ' 1 _ \ .156 ` 2Q7 .1' o, `h1',92 ~5 \ o ~ ~ N ~ 19 ~ ::~i; ~ SINGLE FAMILY
sa _ 9Y1B ( ) , L. \ . ~ s a 9 ~o' 820' v$ \ n , ~ i ~ /ASVELOPER ~ 0,718 Y / \ 0 3¢' •W 179 / I - OWNER HODGE-MORRIS, LLC / ~ ~ a ' 2 ' I ~ m ':1 ' ` \ t 700 TRAWICK R0, STF r. 88 10804 - +h1 11 W?p i 07 ~ 1 J' 45 \ HODGE-MORRIS. LLC 1708 TRAWICK RD, STE 209 RALEIGH. NC 27604
~ 7600` 7 4' ° ~ ~ ~ ~ , ~ ' , 208.- 773 e, o;" `h191 , +52' V ~ g \ A t2 i A~ \ i \ RA~~H, Nc 27soa . , ~ I 7~ y5~7 ~ a ~ ~3 i ~ 8 S'V , J. 'y_ os r ~ „ I 1 ~ , o• 'o. 180 ~ r 0 ~ ~ tae - ~ ; I \ ~ ~ ~ I 1 \ AEFERENCEI 4EE0 BOOK 2162 PAO DEED BOOK 2162 PAGE 770
~ 7500- ~ `h17 ~ / ° '0 a 1 A22~ ~ v 1 ~ _.123 ~ ~ - - - - 2 0. ~ TAX MAP; Ja3Q 18 Ji D386 RF i o• 190 ~ 3 ! ~ 1 \ r1 _ vita., 133, M _,6oa aa,a i~' •o - o:'' '2 y.• ~ •M T I ` i' 60.0' V J + '1h 1 - -671 RF 3830-18-31-0386 RECORD # 21760 3830-18-31-1671 RECORD # 21755
- rz -1st' ~ Da,D 'v,_ o \ 000. 'v 181 83 1 v! k~ --1t l . 1 A ~ io,aaf~ r 4n 5g. ~ a~' n +h e a,e V aA' , os, : I 74 1622p' b i,( fi' \ 171 'l y! d i V / I~ \ • 6, b o14 G'--...,~~ 0 OG 2112 J 30 `h•I, .o ~ \ A 7 17 / ~ .
7s 62%1 / 4138 °139 rl~ N ~H ~ A1:..---'~ \ ?'o - 50 b'137 r ~ ~ i 0~0..~-" +182 i1 A9 ~v. IW~1 ~ ~ ~ / ~ ~ ~'C:; , ' ' I ~ 1 7e 61K; 5 J8 n " 3~ 159 o s ' ' 6~ ~ - - 8§ )r 'v } ~ a J/ 7' t . ;.I n else: .13 ° / ~.,..___o ~ ~a ry1, oo. / o. ~ 6A+s. •J, a 1 I
14 a \ o 2g i.,~y; 7e 9,__. ~t~, ` a' , eo,o' 600' ! 83~ 188 / o. t6A5 g, 2` : 21 = ` !
eo L ii~al ~ ~ so,o' so,o Js,S , b f 170 12 0. t7 el - ii 912; ~ y eo,a` 608' 143 'Y`, ~ 12 ~ / ~ / ! o. 'o. .9' 's. I ---..v_.__......_,.-..-; as' `i3. b e o ~ i' 81J +5e \ o 19~ o ~ ~ ~ 82 ........8,752+ 96 ~ h, ? J _ \ ~ x'
r 1 I i 1 1 $ ~ ~ 213 0' d - + Yd ~ ` 6 9784 ~ 2oNE % ' ~ + t 0, 0• ~ 2 'o. ~ l ~ n E~ / 11 , • m• Y t ; ~ \ I ' I ' \ CER7IFlUnON B1 THE DEPARIMEM OF PUNNING AND OE I ea i ...102211 YR MOD \ R 81 6' ` Fy~,t,Qtl too- ~ ,2M s o, , 184 i ! 167 \ ~ 49 .Aq I THAT rHls PREUMAL4RY PUr WAS APPRDUEO Br THE cm ~ gam; ~ j APPRH~• .-''s`,.,,_ 'y `'rs, ` 144 $ n4.6\\ 5 0. ~ o\N I I \ ~ BQAAD ON~_OAY aF , 2006, 'ARTMENT OF PUNNING AND DEVELOPMENT LAT WAS APPROVED BY THE CITY PLANNING 2006,
e t 'eiaei ~ _ ~ ~f__,. x~ 000. `'a., y \ a~ o 1267 8p v, 6 2 \ \ ` , 4 , U ".'i 0,7181 20NE AE ` `6 ~h , 62 t ~ ~ 118- d 1 \ f 1 3
j_. ..s~~ \ b. 145 `ro\ 169P 185 186 A JOrB-B \ ~ j,±,','j,";, \ ~2~• \ . \ STOAMWA1Ek ~ .q h ~ ~ r m. ~ ry.^ B , tOtA 1 E • \ \I t I dAECfOR OF PUNNING AND DE4ELOPMEM 40 DEVELOPMENT
et iB~i POND `:,s-,r BqusH Aw X163 ~ to• s2i e, ~ \~~9 I ~ I A2 1s17e, :;:h'~\ ~ `ht 46 \ n zi' d _ at 50 :I'i~~ 1. I 1 I I 90 14084 / ~ ~ J 1
as _I ....~iaea.i BR 1::~ ~ o ~ ~ 168 _ - ~ ~ ~ t \ ~ i','••:, ~ + ~ 1 ~ _ MN66 •...";i,:i \ Ah ? o ~ $ 187 j ('r::•: 1 05 fA 120: 1 CERMGnON Bi THE Cm' ENGINEERMG OEPAAIMEM iHA , ` ~ \ \ 65 166 ~ 6 d i 1 I ' I g8 81181 \ nb.4o ^~mo, ~1,~ ~ h ~ A .aW' 6p Y ENGINEERING DEPARTMENT THAT THIS THE APPROPRIATE CITY STANDARDS.
- 2 T: - W^-- ~ 147 \ 6 / 1 • J4,4 m 2 1 R28, $ \ ~ ` PRELIMINARY PUT MEE75 THE 0.PPROPAtA7E Cm STANDAA 1 B7 I ...`T6G7.1 C MH87 mm•~ '°d"~ MFNS / 0 b ~ •N \ H I 09 7,8:~iy o~ l ;,.I, C BB I 7,830] - ~ f~ •:~,yy~._.•,.,. ~ \ hQ. ~A ,5' 65 1 b - N 1 I ,
'116 .,r, ,w-~. i>. ! ~ 148 "MF~ , m ~ 83 ~ 5}' o ~ ; / '~:•"•t r I EME e• h iW 792!. a y DIRECTOR OF ENGINEEfliNv Im Tea?. 25' 6E~ EAS "3. - 79 1 ~ ^7 'g1 m''' ItQ>2''~ ' i
, 10'2 T i9m' m i,,.•;;• :OA4rt1;9PiW~~.;: a;':•';::; y \ opal 2 \ P I v .~::;'';,j:;,ol~KQ:';:;:;;lj;lj7:•,• 11 ~ 14 j0, 9 78 'b - j 1IX4 ~ 7,8X1: , ~ . ~ 5h• I ~ \ . • • ~ 'S•~ .2 - 66 G` r~~~ , , 104 13611 .
105 6,767. Y•!'f+R , - 25...\ • ' , • \ aso ~ 7s • . . 108 . . . / \ . , I , IW eta ~ ~ '75 5h/ ( ~ - . .
i, tm 6,~ ~ 151 m., b ~ 65 ~ 72, • m^t' ~ .-_..-"53 w. I • . to 1 toa 8,231 ;E•;:'.i:,, i. 152 ~ w ~ d / j 525.0' ( tlo ta~ \ ~ 66~ I I A y/ o' >
' ' A v I r-- I s• ' f:•'•••. A 126, v 59 '/'i:~r~'' A 11 2~' 8 I, , 7 I - 11 2 \ m d N 1 - 6' - 6 A y ,~7 O 7881 b J ' 112 1 0 - " A J ! _ g, A 0 ~ 80• /J4 5 1i .1 ' IAC%I I Q' > O;.
7@21': \ " \ - 113 D141 ~ 114 - 6,am, \ I': ~fI,>f~jf~' ~ i r~ a~:' ~ r E ~'i': i \ 2St . 1 AREA 93 1 O i 2 1 7 ni' 3. 3 0 115 - N
ADRFS l ~:r~rr~~/'i~~~'i~~i m o s ~ h~,~ / ( I 1 - , 110 B3fOt \ .•.1., ; ;..A•':•':.• ..y. I:; ~ P % / 7258' ~ ~ I T_.-..., , ;r.. ~~:d:,•: \ 215 . r 117 8,311 .•.J.. ' 110 8,312, ~ ':%"'i+":, - ••ti.-;,'ti 73 D ''*ti;,; NWATER'"^ , i.. ' ~ FT11UMlE p
i 3 ~ ~ ° 55 J i ~ n • ' , • . POND ~ PA _ ~k la; 7 to ` r e3 ~:A o ii9 p PEI , , 1 •'l', i~ rr I N • ~ 0318. 120 , ate'., :yi,.,•, ' 121 .r....._ e,2te; _ ,660' !A ~ rn,
123 ,.8.317, i 71 .D' ~ -Gi A \ \ P 8676 ~ NIe 6 6q/ ~ AAp,~' 0• ` \ 120 ( , _ 2i~ . \ 72 ~ Ah• '_"ar _ - K h~ '`rI''•, to
124 n ezsl / ~ 56 i ~ ' `-t - 3 ~ ' ~ . ....-.:.A` ry ~ `'.1r ~ - , 6:` J X51' ~ \ i a lr N/f / \ \e, ?z, ,RT-' / .>t to / \ TYPICAL CUL-DE SAC LAYOUT ° i _ 'OE-SAC LAYOUT
1 2121 HA20. H, POW HORS \ 27 : ' e 11u ac~2 0 / / ~ _ ~ ~ ~ ;y ~ ...n ~ , • A v ~ No Stole t i3a 0.312. P • _ ' I '~1ZB t.. ....-.A12~; PB f9?B'10T ~ ' / f,~'' ) _ ' ` ' sy ,MFLRIF`~. . FlAW' , .ice.., a t - '4 ~•f ~!'r:~:;;.•iir:`i:;' r?:. 1~;'.:, / ~ 1 Scale
13~ BJBfi! ~-~--2t1~R-Ja~ i ~ '--'_130 ~ ~ ~ ~T F ' F;.':; _ _ - :;c,,~:~:;.:,.. . ~ q t F 1]3 i 76,43E - (RESIOENiML IJ$AGE.Y i . ~ , / i _ - - ' ~ \ , . • - ' iDi62 /~Y, 2 \ I'[ ~ ~ I f
tai ~ tq`36oa \ ~ , , \ ~ I LINE TA@LE 134 1&481' N~F f' I \ ~::it~;:;::.•;: r % ,3S'. , \ NE DIRECTION n1 , \ "'W . rmr-er o~-~' :wr+~~ f; h,.•.. U tENG NE TABLE DIRECTION LENGTH
I I ROOMER P, $ ~ \ \ Er • 135 76 ~ ~ I `rv'-~ ~ \ , . / ..._7,4..; ~ ~ ~ \ I \ ~ ' i.-'---YNB~~ L1 P ' 131.28 . ' , 170 78181 ~ ~.i' . , 1? 'I 97,45 be r SA 8 \ ` ~ `4 ' aNPIS: CR~flC•,. • - y - i 117 t 78 \ ~ ` 1 ' 131.28 SOVIVIOT 97,45
' _i PB r \ yL'°':•. \ t3 T h 8382 136 7,BA ~ ~ \ , \ . 1. - \ b d s 1 - 3BJO \ 92,J8 L :1tY • p1N - Fk5•:: r J "g2i;, r . _ \ \ ~ _ 1 _..a.. TON, R-30 'm. r L5 98 J . \ 0 fP A i! 92)1 t'~••••':•': I i T '1 82,42 92,36 4 96,03
- E'SI U E ll i \ .4 . r taT 7624.. ~(:;y:':••:•°:"::1(:f%:;;~(; f;1J7Ij' I:~}.::' t 48 Y! 98,88 1 / i^"`~ N ) ~I I 4 L7 1DJ,86 1240, 7 0 ~A' F ' 143"~I ~ 3~0' INS Aj01 . . _ ':1: 1 ~ "W 99.66 703,88
43" B45g"' ~ B7 . ~68z '•.^F•"f"WB':~ t8 1 1 20 .95 \ ~ \ , , I _ ' l 37J9651A9 JBU. ~ ~ ~t ° 44 L9 \ \ 0 ' 1 208,52 I R 5 t51 'W t ~q \ v t1P o"E, _z \ 'j I___~ 872 i v \ \ 13 L10 T 202.82 201.95 SO 15'11'W 208,52 SOT07'13^W 202,82
. S Ltf 970 1 ,B t A Y. . . ,m 7.00, ~ U ~ r . v v y A , ° u2 IDa69 7,91, \ ` `..l ...tip': / M 97.08 104,69
148 6130' ~ l \ • 'S.• / I I L13 T ' 10368 1 I . . 150 .eSto `i ` , , • . ii ^7014 892251 :i~;y'• - .°.i•. }y1'::~•.. i \ '',2 L13 19J,59 T 103.68 11'42'0 'W 101.95 t 193,59
I_....._ X91251 (CONIINUEO) 1 ( , 1 ~ ~ \ ~ . ` " ' ' ~ j , • ( 1 f141w~ 1 I fj \ \ 1 \ Lib 1' 27.29 _ A POR110N Oi /HIS PROPERTY S LOCATED IN A HAIARD l / '':t':;,'•: 104,8' ~ , • __16 to24f'~. CROSS CONNECnON POLICY IS AYAVABLE AT (~i `V f:::(?::(;. r,,; / _ lr~ •^v , ' . AREA (PANEL JBJa, MAP N0. 3720JBJOOa DATED NOV, 3, 2004) • . ~ ~ 'r LIT 51' 1684 41 i t' ' 'W 27.29 N 51' 16.04
( 164 ! 8,61-01 - \ a' i ' P' P ~ / . 'l'~ I; ~1; (l; f;; ' 1` LiB N T 89.25 \ t~ 0,470j F POR110N # 1X15 RO ERT! IS LOGIED M A PROTECTED ~ ' • 168 T.,..,... 77[9 WAi£ASHED AREA, Att NEW COMMEACIM. WA7EA SERICES ANa IAAIGAnON SERVICES ARE ` ' / ~ y • L19 N 'S 3.48 RL•OUIRED TO HAVE TESTABLE BWNFLOW PREVENTION ASSEMBLIES (APP), M 1 ! ~ t1;.,, 120 i' J9,4J N 7' 98.25 N '9 " 3.49 i' ' 30.43
157 I- 2411 - ' ' Igg -yij NO CEMETERHS UI9iBlE ON THIS PP#EHTY „ ~ ti \ _ . j ~ , • 'ti\ ~ L2t NJ5 ' 88,67 nRE SERMCES WRH FIX; OR BOOSTER PUMPS ARE R€WNED TO HAVE % \ . \ J I ~ p L22 A' ^M 107,55 1___._ iME LOC.AnON OF ALL 084 UNEB ARE BHOVSN ADPAOXIMATE FAUCE4 PNESSUA€ PRINCIPLE 0€TECTOR 849€MBUEB (RPOA), ~ . • . N36' ' 48,67 g' 'W 107,55
1Bp I '}816, I - / N/i \ L2J T 'W 69,88 : i 181 I -'~_7~876~ AND Npi FOA tANSfRUC110N PURPOSES, U1L ULOCO TO FIEIA REpUCE4 PRESSURE A45EMBLIES ARE REOUTAED LOR HEV.Tk kA7ARD FAME P, CAPPS MN87 J \ L24 D ' W 47,81 ~ 76 ..I 87~. LOCATE a I-800-832-4849, 7 ~ / NO REFERENCE :~4(., T A_'w _9_188 0' ' "'tl 47,81 12,50
_ APPUUTKINS. \ i FUPLE CREIX 1 L25 112.50 5._ 6~__,w.........._-8225'', I _ I / 993018J02307 1 • OUIfN.L 126 861' 3' 4B.S2 _ _ _ TOPO dr BOUNDARY INFOAIAAnON iAXEN FROM A PAANJ. I NJF ZONE p-30 \ ',l`*•. 1 1&1 7,3TBi SURJEI' PERFORMED BY 84RTlETT ENCiNEERIgG @ SUAvE'ANU, 04UBIE CHECK VALVE ASSEMBLES MAY BE USED IN NON kFALTN N9TE$ (CONTINUED) \.,,,._.i"ROBERT k Jg01E OAKS i+ ~ LZ 1 ' 43.90 I. _,-..-..-T,9BBj PC, AND fROM LUU15 k PEED BY OnFERS. NA2ARD APPUCAnONS SUCH AS NOME OFFICE, RESTAUR4M, AND PETNL ~ m (VACANT LOT) \ SSI* 3' 49.52 1 43AO
' nimUUlKKi. Pll. STREET NAVES ARE TD BE REVIEWED BY THE 51REET NM.IE Om 12J4 PG 981 ~ L28 34Ji I...._I~. ...i,.,,., 7.510: 0 WB i6 PO 421 , • ALL LOTS TO BE SERV€Q 8Y CRY OF ROCKY MOUM WATER RENEW COMMITTEE FOR APPROVAL, / \ \ ' ",._..,,1 T,fuz': ,18J018208320 • • . r, . , 34.11
I tae , -J' -9376; AND SEWER. NC06T AND/OR Cltt ORhEWAV PERNR IS REOUTAED. ZaM R-30 ~ ~ r EVERY SiREEr W8L UTILIZE A COMPLETE STREET HAKE E--~ / I..,.,,.iBB.....,,1.~._._. 8,7Ri CONSIBnNG OP A &t5E NAME AND 1YPE SUFFIX (MAN ST.) (RESIDENTIAL USAGE}-'J \ \ 170, I,.-._._.?O,~I CON51AVC110N PWt APPROVAL FROM 1HE CITY # ROCKY NCOOT FNCROWXMEM WREEMEM I$ REONRED, i
C` , MAUM SHNL R€ OBTNNEO PRIOR TO CdF51RUCT10N OF AM' ! '.,;.;,.t; ~ g g O 171 0-0AB' OFF-SITE TPAFFlC IMPROVEMENTS Ai ENIRAHCE wA1. BE AEOUTAEO. ASSIGNED 8008255 MUS1 BE ISSUED 4M t1tt OF ROCKY e ,1121_ i ..__.-7.541 STREET, WAIEA AND(OR SANRARI' SEWER AND STORM ORUNMSE . ~ MOUN!' ApDRESSINO CERnF1C41E COMPLETED BY iNE CRY # . • . 9 - 5 5
iT1 71991 I SY6TEM• ROCKY MOUM DLWNING QEPARTMEM WORESSING ADEM AND . ~,I PAVEMENT SECnON 5 REPAESENpTNE OF 1HE AWDWAY OE-0MEIAY 1 . • N i t74 ~ 17 F"576 I ~ 74 RNDLY, q~OP CHNICAL REPORT AND PAV6MEM DESN:N SFAtfa B! A WILL BE VERBIED THROUGH TTE Cltt OF ROCKY MOUM 9-I-1 a1x 40' a/x n\w \ y • ALE REQUIRED IMPRpVEAfENTb SMAt1 CONFORM 10 1H€ CT(Y OF E 151E ROFESS OVAL ENGINEER MU9T BE APPROVED BY THE CRf COORDINATORS OFFICE ~ ` y`` • / ROCKY MOUM'S MANUAL OF STW40M0 DESIGNS AND DETNLS. ` ! L~. ~ tf~
170.__4 _,_8 ENGINEER PRIOR TO PUDEMENi qF ANY ROADWAY IMPROVEMENTS. C01N403CW. PROPERLY WDRE55 NUMBERS SHM,L BE A ~ PRA p, I 177 7083; ALL LOTS SXNL EOUN. OA IXCEEO 1NE MINIMUM DEYELOPMEM ~ Y PLAN t 178 ~ 7911; FOR THE IN5TALUnON OF ELECTRIGL SERfiCES LOGAnON OF MINIMUM OF TEN (tOj INCHES IN NEGM WITH A MAAMUM STM~,WDS OF THE CHY # POCKY MpUNY$ ZONMG 13 CNNLLES h MATRELEEN ~ \ ~ ~ 0 I t'y ' L- ' ' OT Y PLAT
7,geel PAD-MOUNTED TRWS€ORMER IF NEEDED AND TO COOAOIN4IE STROKE WIDTX Of ONE (i) INCH. TgfSE NUMBERS SNAt1 ®p9~T1 ORDINANCE 1J,~ 13.5 UpHN50N ` ry0 -~•-.,j..rJ f,""-j~"~""""'""g~~'1 ELECIRIGLL TEMPORt7i 6€RJICE, CONTACT PUBLIC UTILIREB AT OONRUST WI1H THEIR BACNOAOUND AND SHI1J. BE ARABIO ` •u - L_..~..~.'-g1~ (252)072-127J. 9TRE NUMEPNS, 37J906597480 5~:: Sa e d5TUA8E6 AAFA IN IXCESS # 1 ACRE, A FORMIC \ LEA ~OATION,
E.. I ; ; IN' w-R R. I\v PEA rt. OB 1501 PD ABB \ 1 ! [ i 182 1,,~_',' tl,197{ FOR THE IN5TkUnON OF CAS $ERAGFS, CONTACT PUBLC MUTIES AT LO yv 1 ' 1 L__?;~.__.i.....,._„_e,?!4.; SEDINEMATION k EROSION COMROL PUN AND FEE le ~ - ~YANC . AESIOEMML PROPERtt WORFSS NUMBERS SH41L BE A { ) ~QUlRED AS A CONDRK7N OF CONSiRUCnON PUN APPROyL \ [phone]. \ g'I'''h $.6~~~`,. NCES
l 184 ~ , 7,872 MINIMUM # FOUR (4) RICHES 7N NEIGM YIII}I A MINIMUM W' CRAB d'. CUREa i- ~ ~ ~ ~ LOCAnOq AND 511E # PROPOSED wA17:Tt AND SEWER UNE9, ANY A0.0CAnON Of IXISnNC URI,ffIES WIt1 ~ AT THE COST OF n1E SRiOKE W'ID1H OF qNE 1112) INCH, R#5E NUMBERS SHN,L 2• Bro,N~ ~ , `ItuNNSU~"`~
S10RM ORNNAGE STRUCTURES ANp BMP'S AAE PRELIMINWt DEVELOPER/OWNER THE Clry WILL NOT ACCEPT PESPONSIBIUF/ FOR CONTRAST WITH THEIR KGAOUND AND SHALL 6E ARABIC 187 ~ 75%.' AW SUB.ECT TO APPROVAL OF CONSTRIICnON PUNS AND DAMAGES W CURB AND CUnER OA STREET IMPAOVELIENTS IF IN$fAlAEO STF1E NUMERALS, 6'A9e \ \ ~ t ' 16 I_ _ 7,B7dJ' SUPAMtAN4 CALCUUnON9, PRIOR TO UNOEPGROWID SERvKkS, NOR WILL THE CffY ABSORB THE 'ta8'~ 'I _7,es91 COST FOR BpA1NG5 TO RkITAll. UNOENGROUNO SER+ICES, PAVEMEM ADDRESS NUMBERS, BOn1 COMMERCILL AND RESIOENTIW MUST q 'f p
60 ~_...-m ~i~ i- _ _ ~ _Y_ COPIES # APPROVED 401/404 WETLAND PER3Rf5 AMD BUFFER PATCHING OR DAMAGES TO UNDSCMINC, THESE WILL BE THE BE POSTED ON 7NE Fl20Nf OF THE STRUCIVAE NEAREST Ta R~ R ' 2/ D~® I 1A Tv6' ENCROACHMENT APPROVAL Bf OWO MUST BE SUBMIf1ED TO THE RESPONSIBILITY qF THE OEVAOPER/OWNEA, THE LWN ENTRANCE IN A POSTfK1N TO BE PWNLY LEGIBLE,
' 1g?__L__..?451.1 CtIY ENO)NEEA PRIOR TO APPROVN, OF CANS?RUC1K)N PUWS,. WSIBLE, AND UNOB5@UG1ED FROM THE STREET OR ROW NO SOOM 183 ~ --,7,68! ROW EASEBENi TO BE SIGNED PRIOR TO INSIAIUT1T1tJ # UTRRIES. FRONRN9 ME PROPERTY. '-'194 1,895! REGORGED COPIES qF REQUIRED OPEA4710H AND MALNTENN4CE
~~",195._y..~""'~~7A5A' AGREEMENTS, CONSERJAAON FISEMEM DOCUMENTS AND A FIVE ((6) FOOT EA.4EMF7R FOR DAMNAGE ANO IENEAN. AMENRIES, ~ CHUtCE OR OEVUnON FROM THIS PUT, PAIDR TO OR iee_-:.4...._,_,_ i;soi I HOLIEVwNEA3 ASSOCMTION OOCUMENLS MUST BE PROWOED TO INCLUOIrlC, BUT NOi tH11TE0 70, GAS, ELECTRICAL, COMMUIRCAiNlN, DURING CONSTAUC110N, WILL CAUSE WORESSiNG ANO/OR PROPERTY OF ~ Igj jfippL THE Cm FNOREEA RRIOA Ta APPROVAL OF THE SUBpM910N WATER AND SEWER 9ERdCE, SHALL BE PR0410W ALONG n4E ENRRE STR6ET N+MES W BE RE-EYALVAlEO WRH POSSIBLE 'ERTY OF
faa ~ 9,581 . PUT ANOJOR CERnnCATE OF OCCUPANCY, PERIMETER OF EACH LOT WJACEM TO ME LOi PROPERtt LB4E, SUBSEOUENI CWWGE HOWE-MOARISr LLC r_.:~_-:r__-:=_~~ 9mB mAw~dc Rot sti£ ~ HODGE-MORRIS, LLC SWRCE # WbT€R SUPPLY AND DISTRIBUTION K, CTK OF WATER 4€7ER5 SUPPLIED BY CONTRACTORS SHALL CONTNN ENGAGER APPROVAL OF THIS PAEUMg4AAY PLAN IS YAllp FOR TWO YEARS ~~~A~44L~ MORRIS, LL.C
I_. 7,810; ROCKY MOUM, REGISTER AND 11RON 10W-2 PFI fIFF ARMUE FOR RWNI iRAN5umE0 FROM nIE APPROVAL MTE. 3M'6iN1'FA NC 7JQO4 METEN READING PER CITY # ROCKY MOUM STANDAHOS, COMAtf CRM r - ~ ~ 7149 WAIEA AND SEWER PERMRS APPUCA710N5 AND FEES MUST BE WATER AND SEWER SERvTCE9 DMSION (282-972-1117) €OR WDRIONAk, ~ PROPERLY TO 8E ANNEXED, _'e'ert REVISEQ
F ym2 9 - SUBMIffE4 TO THE Cm APPROVED BY NCOENR ppOR TO MR7RMAnON AND QUESDONS. a\W eo' R1x RYw ~ ~ ~ A R T L Ems' ~ eC43 CONSTRUCnON PUN APPROVAL AT LEIST ONE (I) DACE THEE .MiO GtE (1) SM+11 THEE K C` 235 I _ _9pat! SH0.U. BE PAONDEa AN ALL SINGLE-FAAw.Y RESIDENTI4L LaTS, ~ P \ ~ T GIN RIN RV iN P ~ PAOWDE naE FLOW CALCUUT°N5. EN EE G ~ sU EY G C PRELIMINARY SUBDIVI. VISED
788_ ._I, &07J1 PAYMEM OF WATER AND SEWER SERMCES FEES MAY BE DUE A RNAIf-TURN LINE AND LEFT-7UAN tAUE AAE REWIAW ON Jy ~ ~ 7 m7 ie~: pAiOR N SETRNC OF TMS OR MEm2S. CONTACT F34CiNEEA1NG Fl~ PROTECTION WATER SUPPLY Sf51EM INCLUDING nRE HtDRANT5, NWJFAX ROW Ai $HADYBROOK ORNE. !,'-'_ffiti 7,819. OEPAAIAIENT, EWN€ PAffi AT 972-1126 10 DETFAIAINE SHALL BE INSTALLED ANO IN SERVICE PAIDR TO RECORDING THE Y SUBDIVISION
zN 1 _ 76191 APPL1fUALE FE€(s). su6an4sroN, oR IF Na suaomslou Is INVavEO, THE PUCING of +s' Is' 1906 HASH STREET NORTH TELE: [phone] 210 11813; CDM&75nBLE BUILDING MAI€AWS FOR STRUCTURES OR~COMBUSiIBLE ANY LOTS FAONRNC HallFAX ROAD WRi PAVE A f5' 2N I _-'8,370 ~ PRE-TESTED PABRICAIEO BUILOIND ASSEMBLIES aN THE PRWECT 611E TNORGUGHFARE SETBACK 1Aq PFR Ff, 1\4• PLR FI. WILSON, N,C, 27 893-1 7 28 FAX: [phone]
OR MU21N0 TH€M q4 THE CONS1RUCnON # RUILpIN6 STRUCTURES, IF ~...._2W_,V"~"'-. a~J GRAPHIC SCALE PNesEa gaDRDPUnoN IS PUNNED, aDORORI4TE INSTALUTroN aF Tx€ EMNL into®bortlBtteng.oom STREAM
I 311 I 151187, FIRE PROTECTION WATER SYSTEM 15 PERMOTED 3o w~ A GATE: MAY 2006 SURVEY BY: CODE; HOOMOR j 215 ~ 7.02&571 100 o x 100 206 100 FNtE DEPARTIIEM VENICUTAA ACCESS TO ALL STRLC7URE5 UNDER 2' sF9w 2 Q. ,o. 210 51735)1 'CON61RUCipN SHALL BE PRONGED AT 811 nMES 9F MFRS WHERE
217 I Tt4W07 - GROUND SUPFWES AAE SOFT OR LIKELY FO BECOME SOFT, HARD 5 ~ / r 1 _ 419 L r67~i. - AIL-WEARER SURFWE ROWS SNAll. eE PAOViDEO ANO MAMNNEp, ~y ~ SCALE; t" ®100' DRAWN BY: LR owc FILE: ROCKY MOUNT TWSP. NA! , Rnv . - _..,._.i;ez: (IX FEET) r a ~ \ a NASH COUNTY
lp~~ypf~-~Y ~7~i AP/ ~(~y REVI510NS1 CRY OF ROCKY MOUNT COMMENTS 6/IS/D8 O826BPR7 TONY NID BJ p /~~p 1 ~?~A - r min roo n. 60 R/Pd - 3O ®-B Tomt_,I_ 4,14e,818j ND SWIG N~ & S~}R CRY # ROCKY MOUNT COMMENTS 7/I1/OA NORTH CAROLINA ZON
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P:\...UAUfI\_LAAf)PROJECTS\HOOMOR\05259\dvrg\05254PR1 TONY NAO 83.Utig F/Z6/2D09 303:52 PM EST