20030850 Ver 1_MAPS_20030708

IIBSTRY CROSSINGS PXISB 11 N S 7
sacr~oxs ?,x as
• EXISTING IRON PIN O NEW IRON PIN M
~ NO IRON PIN b SITE
¦ EXISTING CONC. EION. 0 NEW CONC. MON. ~ ~ ~ z
~ P.K. NNL I v ? RAILROAD ' SPIKE 2y
-M-~-SILT FENCE ~ 2
l _
PRfMROSd PLACd
A
r p~ ROSB PWCB
~p ~ EX. lE Wi! N'
s
/ 1 EK PORATE MI1S Vicinity Map
R~ ' l~ s Not to Scale
w if ~
r ml SEDIMENTATION-EROSION CONTROL
~ ~f CONSTRUCTION SEQUENCE
' ~ 4,1 1. OBTAN COPY OF APPROVED SEOMENTATN>H EROSION CONTROL PLAN
er PL Py,1CB 2 CONTACT CiTY a ROCKY MOUNT ENaNEFANO DEPARTMENT AND ADNSE OF DATE THAT LAND DISTURBING AC71NTeS YAIl BEGIN ON PRQIECT.
r r rt ~ ~ i ro l INSTALL APPROPRIATE TEMPORARY SFDINENTAIION-ER090N CONINOL NEA9URE5 ANO 11tH CON14]ECE CIEAfeNO AND aNBBINO WORT( ACTINTY.
l~ 1 ~ 4, COMMENCE RWOH GRADING OF SITE AND MAINTAN ALL SFAIMEHDON-ERp90N OONiNQ MEASURES
r INSTALL s1a1M DRANAae (t swrN) AND PROTECT NIETS YATH sLT FENCE, N1ET PROTECTORS AND OTNER APPROPRIATE MEASURES AS sIDYN ON THE PIAN.
m e. STA9NZE sTE AS Anus ARE BRaucHr UP m F1NSN GRADE M1H VEGETATION, PANNG aTCN LMINOS ETC,
~l lp n ai T, INSTALL Atl PERMANENT NEASUwS SUCH AS E1tJ10Y Dg5!PAnaN PADS. e. Mtll CON41RVC11ai q caMPIErE AND ALL AREAS ARE STABID'fD WMPlE1lLY, ONL FpR NSPECTIOFI BY SEgL~NTATION-ER09N CONTR01. NS'EC10R.
0. IE SITE q APPORVED, REMOVE 16APORAAY aVERSlals SILT iDICE, SEDRIENT BARNS, ETC. AND SEED OR PAVE ANT RESU.WN6 BARE AREAS
0 S „ ~ 1 ' ~
1 T ~ N
11
~ ~ r.
~ ry to r6 sa b
! o
q ~ ~ ~
~ • t
f 0 0~ ~ s SEIDeED (PERM.) TtliORARY SEEDNC (FAII) 6f
r i fir eEEaNO ranBE eeEDea Mang
r n .t6 le' >R ,e• et M$ N/AaE) SPlCS:S M'q N/A~
~ Tn ~ Rx (oRArq 1m
! It l4 ~ r M x r u ~ ~ \ N~i~ o eesaa DA1ES a,~
eFmNO NOES ~ ~ sio~Plm°~NaiT-w~a 1s- oec ~o
A ¦ 1 ~ 1, FRdI !?T.1- MAR. i USE UNSIJFlRD SERR7A 9EfD. 2. pt POORLY DRAIR:D SFR3 OSIT SERICfA AND NCREASE IEOIE 1D ~ 1~!/A~C~R?r. Sal N~IDIq
1 a pT S Mtn[ A NEAT APPEARANCE q DEaItD, OMIT 59NZA AND NCRtASE I(~ To +o U/ACE. FDLLDw eDL 1Ea1s 0R MPLY $000 is/ACRE ORO1Rp Ap1CIS,AAIIIL uEESnaE AND
0 1 , ~ ~ NISISE PLANIS t,ooo Le/ACIE 10-10-1o PERRUmI
C pp 4 / Mua1 6~ QTY 9WANg1ASS. 1PRlOR TO YAY 1 OR AflEk UCt1S,~ADD~799/AgIE~R'IE1(dWl~ APRY S,D00 l8//AaIE SIRAiK IiI1a1011 SIRAW BY TAGaq MiN A~HALT, ISiTIN6
3 ~ Ci ~ S! ' R~ ~ ~ OR A NUICN AIN)IOIA10 TDa. A aSl( M1H BLADES 9ET NEARLY S1MRelT CAN BE E aEEDNO oATF9 usm a A MUI.GN ANCICINO tDA.
~ ee ee ~ q Bnr PaeelBU ~I~ V1 D NSE T rARY s~ rm 1B- MAR. n FEe. te- APIL so
~ ~ sEPt t- sEPr, ~ sEPt 1-ocT.~ Ri?M A10 REFQINDI DAMAaED AREAS wmuAlnr. TDPDRESS wm1 So ~e//AaE a Mmaml N NARa. s n Is NECESS,wY ro ExTE?o narauRY DpxR
1 ~ ~ ! ' SE1010 all[ tq OVERSEER MRI 5.0.19/AdE NOSE NO CDASTAL SOL AMS1QItA11S PLAN) aR RCEAN (MOEMTANS) IE~EOEIA N IAiE ~ OR EN4Y MMQI.
e APPLY UIR Ale) FERIIIIER ACOORON! 1D SOL LEST, dE APPLY J,000~4000 E9/AGE
~ l ' 1 >r u. r 6 401 104 TS ARE PROPOSED TO BE OBTAINED Le ~ 1oi '1a~ ~D~ ~ ~ ~ MTE aN sA?aY aaLg AND i,aoD ~,~y ~~Y yam) TO PERMIT U710N AND FlWNO OF TNESE WETLANDS / o- FERTRIIIR. N e[EBeEO Ma1MRE
1 ~JO. a ,o~ y APRY 1,000 49,~A`7EE gtAN eTMW dl ECEINAIDR CDVEER 0/ ANOntll ESfA91l SPECEf RATE (19/ACp
rnreA YUICI, ANOIOw ;OUW BY TAaaiO MiH ASPHALT, NETiNO, OR RCNMI OR BY CRe/~- ( ) W + N6 MM A MUSH ANCHOAINO lOOL A OgII Ie1H BLAOE9 9ET NEARLY SiRANNT CAN ANNUAL~IESTtDQA ~ N PtDY011T 120
b~ es ~ • BE USED AS A MUIW ANCHORNO TOd. AND COASTAL PLAN, NaIEAN uq MANTQIANC[ N MOINITANS) SO
y Q~ n IP OROwRI q ILS3 NAN FULY AOE01M RfPE1T1SJ9E N 11E SLCdD YEAR, A000R0-
y eroFio"~IaPmaA rNEtE ae1AT1oN tEMPauRY aoYEl1 q NDT m aTEra RE0 TO salt TESTS ~ PpRE34 M1H u/ACRE 1a-1o-m PERTIUaR. Mow AB NEEDED W1e]I SERC:A pAT1ED FROM TIIE INIfR1RL RE1fE0, FE111LIIE, AND SFFDep OA1i9 MUICI DAAIACED AREAS ANIEDIAIFLY.
r~ ~ y r ~ As A wA,m / ~ ~ 0 ~ (MA1FR 172M) y MCRITANS- ABOVE 250011: FES 16 -MAY 16
~ s~ a ~ ~ TEMPORARY 9EEDNp (s1MMER) J K 25~YFT11 FF8 1 -MAY 1
oe is rc aas ~ ~ ` 'e8 sy coASTAI PLAIN - 0EC 1 -APR, 1B aEEaNO lexneE say AMENd1Eg1S
~ MTE M/~? IOILOW R[OOIIENDA1NRq CI APPLY 1,000 is ACE 0801110 AORA7A.nN1Al
ODWIW VeIET 10 11SESFOFE AND 7S0 lB/ACRE 10-10-10 SBSTRY CROSSINGS PRASd II N ~ p~yp~ µp yp~AN~, A riul-17DVFD suDMIORAN 1NY K NuLCI
l I ror SdCT10NS 1, Y k S AT A M1E OF SO l!/1~ n APPLY b000 l9/Adt 31MY1 NICIOR STMw SY TACI010 M1H A9MW.T, NETIRID,
~ ~ ' ~ ro N~ 0 ~ er n' SEEDNO DALES OR A tAAW NO TOOL, A DqN MTN BLADES SET NFARIY S'IRNOHT CAN eE IIgD AS A MUSH ANCHORNIO 100E Qf MOUNTA0t5- k'tv 1~ A710, 16
. ~ ! 0 e io e~ a~x wwr >R o T ~ 6 PIEDMONT- MA' 1•• ADO. 16 YAS11DlAFKE COASTAL PIAP:- APR, TS- AUQ 15 REfFJ1TI112E t OROeTM q NOT FULLY ADEQUATE. AESEID, REFEA1S19E AND MllCl
! I ~ I W gal AIO01EN79 M6FDU1ElY FaLOMeEO ER090N OR OTHER DAMAGE,
falAw RECOSeEFIDAiICaE Cf SOL 715 Ct APPLY 1,000 LB/ACRE ORaSO
rrr 5' ,ql AGRN]1LTUtAL LIMESTONE ANO 7S0 U/ACE 10-10-10 FER11l1IIR.
? ey W OR~AYYIIICI ANCM~OPoIlO 100. AA DqK 1e~M BLAa3NEARLYMON~ G~VI 80E
o ~ ` B USED AS A MULCH ANCNORkp 100E y
OHE C ~ M ' W
7! ~ ~ ~ 1I~ A 6 RETERRIff F aIOWiN q NOT iULLY ADECUATE: RESEED, REFBEi~ AND YIR,CtI W W WEDIAIELY FTXLOMNG EROSR7N OR ORtA RAVAGE
B~ " ~ o?~ r
K r 7e W rY ~
~ ~ eo CO W W „~,o
y-* , ro vY W 71 ~ W
0~ e \ MEDDLE
~ ~ ~ !F rY W y
NY ~Y rY W
~ , ~a rY ~
~ e ~ ~ r, •v ~ SEE DETAIL SHEETS FOR SEDIMENTATION-EROSION CONTROL DETAILS.
~ ~ ~
~ re ~ ~
~ 'a s
i'" t ti- i , NSE
~o~ e e NSE
y ~ ~ I ~ rY
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I rti ' Certification by the Cit Engineerin I Department that this anstruction lat
meets the appropriate City Standards.
~ Date:
I ~ ~ ~ I ~ Ity E ghleer
~ leas
1
' Certification b the Department of Piannin and Davelo ment tha thi g p t s Construction Plat
, was ap r ved by the City Planning Boord on ,
day of -~4-~ 20S21R
E%. CORPORATE EX CORPORATE uMITS c r .
8-3o-oz
100 0 100 200 300
a V /~~I ~ i` qN a\o~el~olern-?ml~aFro\~o++-.moo ~/1 1aa~~a AM mr
_ 8 _BY Dates June 2002
~-L t1G11111 oLLV1.V11 OG HmsVC1aLeSs r.ti. - CARRIAGE POND SUBDI
JBD SION SEDIMENTATION & EROSION Scale: Map No.
Engineers -Surveyors -Planners 1" - 100' 02-L-8270A
F 2406 West Nash Street Wilson, North Carolina 27896 [phone] Rocky Mounts NA CONTROL PLAN I d N*C9 S" Sheet No. 9 of 9
000.00 ACRES / BOMMY 000000 LF

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Vicinity Map
Not to Scale
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t9 / ~ 1 / 28 50
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!B 1B ~ 99
~ 27 62 i i' Y6
S5 51
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= 58 61 y, 30' ST . Euw"r ~
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~
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i En ineerin f~" Certifkotion by the C t g 87
De artrnent that this onstruction at R P 1w u W W
meets a ropriate City Standards. ' W W
_ v -6~ oat ~ 72 W 69
t En Ines Y 9 lam- W •:w~ V~' o
a CO aos1. z E W W W ~W, EASM SAN
Certificat' b e De artment of Plonnin y P 9 ~ C ~ W W W ~1 bJ
and Devdopm that this Construction Plat -x:~ C , 74 W W W W
was o roved b the Cit in Board on y y g o day of 20~, k ~ 1w 7 ' S
84 W W W W W W
it ~ W W W W
83
E ~ W W W AST , Q?, / 7'S
~f , 79 W W W W 1,/
W W
• ~ ~ , 78 W W
• W
~ 76 J'
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Npw ~ FpR ~ MERf.Y NA W W
• ~ • • ~iJO' R ~ ~NTY W W W I~ RN~~
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I Wilsop;NorthCarolina 27896 TMi
PH. 252-291-8887, Fax [phone] `~••,;,.".M'` R,w ',9
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a3~3~1 ~9'a'7~z`.~?' i. ...'rte
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U I?ESTRY CROSSINGS p9ASd /1 7
SECTIONS f,t R~ J.E~IIL ,
• EXISTING IRON PIN 0
0 NEW IRON PIN A NO IRON PIN SITE
¦ EXISTING CONC. MON. ~ NEW CONC. MON. ~ ~ ` ~ i
p P.K. NAIL ' v \ ~ / ~ ' ~ RAILROAD SPIKE { ~ y ~.i
~ I - ~ ~ 2
~ FIRE HYDRANT _ roI ~ '?J /
I ~ \ PRiMROS6 PU~I
I - i
I
in•`'f ~ Rl ROSE PLACE
m F a >E ums ~ ~ ~
\
1 I ; Ex, 15 Vidnit Ma Y P
ND»•s: Not to 9enle
~ ~ ~ ~ I~.
~ ~ , ~ ~ I I / ?07~ _ 1. All Right-of-ways are "Public" _ ~ - unless noted otherwise,
yes 2. There Is a 5' perimeter drainage ~ utility easement
i - _ - located along each lot Ihre unless noted otherwise. ~ 3. Area computed by coordinate method.
/ ~ I ~ ~ I t 80' t3 IQ I 0 3 55:1' L - ~ ~ 4, All distances are choM.
'1~ g ~ - I I ~ ~ 4e ~ ~ ~ ~ 5, Surveys did not vIslbly see any cemeteries in any open areas unless otherwise noted.
~ ar Pt P~,iC! 8, Location of Underground Utilities are APPROXIMATE and
h i - ~ eo rr rt must be field verified by the contractor. Call N•C. One
s w / n ~ I r N r N Coll Center before digging, (1-800-632-4949). 7, Herring-Sutton dt Associates con only locate utilities
l ~ ,e I I~ t ~ h t are oboes round at the time o/ the held curve . to 9 Y
8. Engineer does NOT guarantee that any underground structures such as utilities, tanks and pipes ore
~ m 1 .oo' C + ~ located hereon.
~I ~ ~ ~ ~ fc ~ " ~ ~ \ 9. The contractor shall be responsible for all work tone
I , „ ~ t 0 s 3 trafRc control kr or odJacent to NCDOT or City rlght- ~ e~ of-way, All methods shall conform with the Manual
T / ~ / on Uniform TrofRc Control Devices (MUTCO) and
I ~ ~ l ~ NCDOT standards. f0.--- All work will conform to the City of Rockyy Mount
~ S, td e ~ ~ eb l I r4 I - Manual of eciflcations Standards and Desi n which ab SP 9 .
3 ~ ra / ~ ~:1 ~ l , s ~ r~ le \ is owiloble in the Deportment of Engineering. i 11.--- PROPERTY ADDRESS: ,x'000 existing address or as assigned
m 2 c ~ by the Deportment of Planning do Development.
j 3o re ° ' \ ' ~ M w / ~ ~ 12.--- Property to be served by municipal (CRM) water ~ sewer. i
/ 13,--- Legal Reference: i ~ Being a portion of that property described in Deed Book
Q l . r o ~ 50.02' / I ~ ~ w ~ a 75. t 1.78 68.75 to ~ ~ O ~ ? r 8 47' 64,~0~
I 64. o a ~ ^ M 1. ~ 8,' at 1888 Poge 341, Nosh County Registry 14,--- Any relocotlon of exist. electrical and/or natural gas utilities sir Ate wAl be at the owner/developers expense.
~ ~ ~ i sr. 15.--- if owner/dewloper desires underground electric and/or natural qas
• 1 bi b 6 ee a I s,~ .x~' p n ~ ~ m o m 'fir. ~ ~ service, he shall arrange to have the City install these utilities T
~ I ~ b c ~ ~ ~ t~ ~ ~ before installing curb do gutter and street improvements. N curb ~ and gutter and street improvements ore installed prior to electric
~ ~ b b rb b ttb 7. g0 147,8' - 6 ~ Et l 5 8, ~ n s slit ifn the Cit will not arc t res onsibfllt for o d go ut y es, y eP p y s ~ damo es to curb and utter or avement, nor will the Cit absorb
tf L n ~ 1 ¦ •u"mi P 11 ~ ~ M i L he cost of bores ovgement otchin or landsca in workY Coll t , P P 9 P 9
I S' 25 90 z 9 t 1 I MQ MBL r "~J! I RE , 8e ~ sr, 252 972-1270 to coordinate the Installation of these utilities. ( )
SWE 9 " ~ 16,--- Natural os service Is available to this site. The owner/
Q 5' e ~ ~ ' OEIt ~ 4 1 9 A hells DoUon Ener Services a~ ~ deve oper is encouraged to ca S gy 1 a~ o~ ~ Manager, of [phone] to discuss the use of gas as on
?5' 82y-- ~ . ~ el QS C a5. ~ ~ et E~ energy source.
n ~ ~ 25 Mel ~ 66 Qe I r9 5,T $ 17.--- All r aced utilities to be placed and round. ea ,t>h P oP ~9 ~ D NSE TR 18.--- This is a Construction Plan and is NOT to be used for RECORDATION,
~ ~ 2s ae. 1 ~ O / ! ~ i ~ CONVEYANCE or SALES.
AA O O ~ ~ `wuim a ~ ' 1~' ~ I Mr d~ r d ro¢ 25 ~ Q ~ r~ ~ 2p, ~ ~ 25 25 ; ~ 7 - - { ~ ~ 19.--- Street Comer Radii = 20' unless noted otherwise (Measurements are to Pl).
M o 1 I r ~ , o . ~ :F 20.--- Topographic Dato token from CRM TOPO MAPS. Contour Interval is 2:
~ I I 1p24' zDl ~ Mec b ~ d .r ~ r I 41 a AOG~ 404 P.fRAiITS ARE PROPOSED TG BE 08TAINED Reference Datum is based on Mean Sea level,
I h 80.0' ' '0, ~ ^ h + • ~ i ~ 87 _ A4 y N o, . I a4 TO PERMIT TH'~`tI~U110N AND FlWNG OF THESE wEMNDS I 2i,- I lock A sistln of lots 1-2 19-24 and Block B cons stln ~ On y B ,con g 9 of lots 98-119, within Section 1 constitute the submittal Construction Plat.
P / 82.5, 20 , i o .Mer: ?psAr ! Lz~M ~ i •Y •Y
g 22.--- The owner/developer is: Nash Development Company v P.O. Box 1607
/ - k~ r ~ , 10 ' I~ I . Wilson, NC 27894
1i~~.. Contort person: Frank Benson y
II H ~ O. A! A 'M / . / I kl I y y
~ ^ N I ~ IIAIER 1726/ i i I ~ IEl WES1Ef1~AN0 a.oo~i ( 1 I 1 ~ I
I NARILYN e[3TER i N~ ~ ~ tl / ~~ej 1 OB 15 A~PC JJ2 ~ ~ , I 5 ,I V
~ I I / 1 et ~ I % ~1 ~ y~ et ~ l ,
r ~ i ' 20' MB ;t0' M ~ 8 • / ~ _ 1 ~ ~ ~ , ISSTAY CROSSINGS PAASd ?
i . I ~ SITE INFORMATION SECTIONS t, 2 d• 3
rt s. ~ ~ ee i ~ I ! ~ 9~~ f0 - a... .v..
C i@ 4r I I ~ ~ T ~ ~ ~ ~ ar. enr tA•~rY - ~ I 0 o ? er ' TRACT ACREAGE 1 ~:79~ ACRES as
i~ T ~ ~ le o 0 +,w ' No. OF LOTS SHOWN: 32
I I ~o ?s. . MAXIMUM N0.
I ffi ~ g ~ ~ OF LOTS ALLOWED: 120
~ r r r ~ 38~. ~ A? ? ~ a~ N . ~ A~ y \ LINEAR FOOTAGE
O m ' N B' s" r OF STREET: +/-1624 LF y ~ ~
d = 1 ~ 4 ~ 88 . ~ AREA OF ~ TARS
/ y STREET R W: 2.0 C E lIOEI A / \ ~
~d ~ Ms OHE rc ~ ( ,,1 \ W ~ ~4 ZONE: R-6S A
as i b O .O •e me 7e r' \
- o - Tl ~ y ~ ~.n MINIMUM BUILDING SETBACK
o M ~ ~ REQUIREMENTS: ~ \v.
~ Oe ~ e 71 y W •Y FRONT: 25 Feet
L ~ / y ~ ~
- ~i \ ~ / _ ~ , .61°x, SIDE : 10 Feet •L •Y ? •Y
_ i i ~3 d9 REAR : 20 Feet
_ \ / ' i e ~ y y y SIDE STREET: 12.5 Feet
t y y y W MIN. FRONTAGE y
` I re AT MBL 60 Feet
~ ~ j •Y W ~ i~ / y
e / ~ NSE R
Now ~ ~ 'ie PpgNE l - ~e
i I ~,i ~ ~ y Jam.- . j'
r ~ y y % y /r ~ / ~ Certifcation by the Cit Engineerin
i i •Y W y Department that this onstructlon lot
i meets the appropriate City Standards. W ~
_ 1 .~C ' Dote:
/ - ~ Eng ee
~`.1`~. _ ' w.E ~ j >
- i a ~ - Certification b the De ortment of Piannin
~ ~ Y 9 _ and Development that this Construction Plat
~ ~ ' was approved- by ttie Ci Planning Board on
~ _
EX. CORPOR EX, CORPORATE LIMI15 e~ , .W,,,,,...,/~.
~ . . g-3 0-0~,
100 0 100 200 300
~ ~ \~\~-+~'~~o\er~a~-coNSr.aro oe/~e/zooz oasz:~a w EDr
1~`_,..._ ~i
Kevision -late k 5X June 2002
erring-Sutton 6c Associates, P.A. CARRIAGE POND SUBI r Addressed TRC Comments 7-11-02 SPP
Scale: Map No. M[nor Street Name P Changes 8-28-02 SPP
Engineers -Surveyors -Planners 100 = 100' 02-L-8270A
2408 West Nash Street Wilson, North Carolina 27888 [phone] Rocky Mounts *T 1\
NoCe aPr Sheet No. 1 of 9
000.00 AMS / B0UNDA_" 000000 LF

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~ W ~ ~ D 0 ~ ~ oRl NTA - STREET PAVEMENT SECTION R N ZO L CURVE DATA C1 EQ D.
0 3 ~ ~ 117 1 Q c^ ~ _ ~ ' ~ ~~.54 CHIPPENHAM ROAD 37 FT B-
If ? ,r B R = 600.00
~ 1 ~l 1 116 a~ 96 D = ~6'1 ~ ~ " _ 0 28 ASPHALT: 2 1 2 1 2 IN TWO LIFTS
~ T = r~.~s' STONE BASE: 10" CABC
H16H PgNT EtEV • 189.44 MGH PdNT SiA •4+47.12 12
lOM PdNT ELEY • 147.20 PVI STA • 4+50 lOYM POINT STA = 2+2289 PVI ELEY • 189.79
PVI STA • 2+40 A • -264
PH EIEV • 186.98 K •35.22
A = 1.99 ~ K • SO.1S 100,00' YC
~ 100.00' VC ~
8° ~
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C 4 M ' , 194 W ~ A ;o ~ ai ai ~
+ ~ F ~a. } tl 1s4
m ~ ~ r N m -&9 ~ + ~ 192 N m i
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o 'u _ R-35 g•e S SOR-35 178
178 ~ 166.61- W ~ 166.
OZ 1 178
174 N
- ~ o n n m ~ ~ n~ n o i 174
172 a°o mc~~ ~ .~~oo
'zO ~ o n ~O - ~ 0 172
170 o z z ad a
= oz rn n~o ~ a0 •n rn ~ ~ n 170
168 no n o~.-r n
~o n n~_ oaD•-~ ~n~`~ rig nom- +10^~ ~ 188
~N.- ZO 166 ~ V1 h Z 2 m a NhZZ ~ rZ
~r% ~ 22 F--- ~66
184
Certification by the Cit Engineerin
162 00^ Department that this onstruction lat
NNr n^.- NNr meets the app riots City Standards.
~H 160 .-w~zzz ~~F 182 ~ -,.~zzz Date: ~
it gineer
= ZZZ 156 zzz 180
Certification b the a attmen y p , t of Planning
156 and-Development that this onstruction Plat
DA7'UN dZ~ ..was a rov d.by the City nn ng oard on a o 20•x,
155 DQO t58
DATUM ELE'V D00 r or
N o og o$ o~ ~ ~ n n of o n ~ hao h n ~ ~ ~ ^ ~n Of^ V r N tl NA n~ tl A ~ O7.
~b .-O ~m yep maD Oi 0~ m~ mQ ~ . w C OiN COp h~ N+ 00 nm NN C~ r'1~ atl m ~ N ~ W tl ~ ~ GD ~ tl ~ p tl tl ~ Y 0~ 01
0+00 0+50 1+00 1+50 2+00 2+5
0 3+00 3+50 4+00 4+50 :5+00 :5+00 5+50 6+00 6+50 7+00 7+50 8+00
`,f1,11111giN/~~,/ 50 0 50 100 200
J
Y-rnw*
F-\02PROASM\8270-Loal\aro\827DA-COWAwg 08/1.-/02 W..W-W AM MT
~ y Herring-Sutton & Associates, P.A. CARRIAGE POND SUBDIA Revision. -D-ate- BDIVISION B Date: June 2002
o? Engineers -Surveyors -Planners Scale: Map No.
2406 West Nash Street Wilson, North Carolina 27896 [phone] Rocky Mounts N.G CONSTRUCTION. PLANS 1' - 50' 02-
N9C* L-8270A Sheet No. 2 of 9
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HORIZONTAL CURVE DATA - C? L = 258.29'
R = 200.00
D = 73'59'43"
T = 150.70'
N
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V ~ zo~ sr. sew ~ ° 8 a ow~Y i EAS 3
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HANDLER LANE - 27 FT B B W R C
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194 194
202 ~ ~ PVI STA • ~ PN ElEV ~ 18.121
I ~ ~ 192 ~ 192
3.9 o
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1sa +
188 188
~b Ise ~
a 188 186
194 ~ ~ ~
o ~ 184 164
192 ~ ~ i t
b iB2 l¦3 182
190 m .00
S•1 70x 180 - 180
iaa 15 a t•rg
178 ~ 178
lea
~ .e 176 1
184 ~ x 24.1 RCP 76
L= P L 2• 174 174
ia2 L=113.59 = 9.88 _ ~ 1 {
"m SS OR-35 0.407 8"~ _ ~ o t 172 0 172
1ao n~
~p~ n 170 4
178 w 0 170 a cv
o~ ~.:N, ~3 m z 188 v -
176 oW' a~t0a 188
~n- 188 166
174 vv °?zz
F'~ < ~ N~ m2 164
MY~1N vv .N~,. 4 172 pp~ m .N ~ ~ 164
00 OJ 00 fpm r: p ~ F- ^'+pp ~ M 182 Na
mZZO ~ <a 170 a a . -a =~ozi on 182 +Z
p»> ~.zz ~ - zzz
186 180 _ W _ 16o Certification by the Cit Engineerin
- Department that this onstruction lat
188 tse 1sa meets the a proprlote City Standards.
DA7T1N ELEV C Date: U u1
165.000 DATUA! ELEY 165.000 t~s 1 ts6 Eng~ DATUM EIEV ' r
O h N O~ N^ b N ~ 155.00 DATUM LEV 155.00
01 < ~O t0 b 00 N d + m ~ ago m °m~ m~ rom rom iom .n mn Certification by the De artment of Plannin
~ ~ ~ 0D m ro io and Development that this Construction g ~ ~ ~ ~ N o Plot
W ~ ~ ~ n was appr~~d by the Clty i g Board on da of Y 20.,x,
1+00 1+50 2+00 2+50 3+00 3+50 f
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Herring-Sutton & Assocates, iP.A. CARRIAGE POND SUI Revi -pate B
SUBDIVISION Date: June 2002
Engineers - Surveyors -Planners Scale' Map No.
240 Wes! Nash Street lYilmoa, North Carolina 27086 (262) 291=8887 Rocky Mount, 1b0' CONSTRUCTION PLANS rit, 02-L-6270A
Ns C1 Sheet No, 3 of 9
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HORIZONTAL CURVE DATA - C3 "
L = 48.84 ~ 3 Z'l l
R = 500.00 Mr,e
D = 5'35'46" o ~ ~ 80 w T = 24.44
STREET P T PAVEMENT SECTION REQ D. TREE
80 8~ VEMENT SECTION REQ D. STREET PA
COMPTON H RI A U VE DAT - C4 g~ PTON LANE 27 FT B-B W RC ~OM WOOD COURT 27 FT B-B COTTON
L = 392.70 ~ a xe ASPHALT: ISPHALT: 2" I-2 RC W
- p o~ , , R - 250.00 ~ ~ ~ o STONE BAS TONE BASE: 8" CABC " _
D = 90'00'00" " ASPHALT: 2 12
T = 250.00' a ~ a ~ _ STONE BASE: 6" CABC
J tso -
I
194 194 o A • 308 194 188 1~
} f-- i.i"" ' NT ELEV ~ 178.5
192 o p 130. 4C , OW-'f61NT~5 192 192
1 1 _ . 188 - 1t W O
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o ~ ~ o 184 _ MNM) 001
n d ~ a ' _-*tfl0~00'JYC 188 ~ ~ ± 01 188 n n
188 ~ N M M OI Ol ~ ~ aD 182 ~ ^ ^ 1 n 11! NFF 1'~ YI p
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m NM m> n d o -oiNn^ ~ n hl- m p ~ +n ~ m 84 ~ 84 m 1 178 i~
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1s2 176
m 180 110
180 174 174 35
S'1.20 - 178 178 g" 4
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s=1. 176 178
176 170 111
=0'~ 174 174
174 ~ - _ ~ 188 1~
1.4b ~ . 172
8 r 172 172 3 188 1~
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188 p~ ~ 8`4 SS SDR-35 8-, _ 0 18e ~ o 182 - n M 11!
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der .~aoo~ .nom I uNin n '',,,;'0 ts4 =~0 161 Certification by the C(t Engineer(n Department that this onstruction lat
- N}nor •~OON^ ONm^ 22 ~ +^Z 158 158 zz aiii N~zo +,.Z~ tsr~ 14 meets the appropriate City Standards.
= a ~ ~$ii ii - ~ 162 ~ . U 1 Date:
zz ZZ 158 158 DATUM z z 158 ~ mf'UA! Sl6v DA1IY scev C' eer
DATUM ELEV l55. DA1'Udf LrLd' !50.000 IIQ 000 !55000
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fp M V1N tb n~ d~ Om M P~ Of~ ~DN IOm ION OIL ON On O~ P~ rON Om m ?l0 i0 N i0 .i~ .01 Os ~O aN N~ N~ O D7 t4 n hn fn fm fm fm nm ^m ^m n ~ n n n m a. m~ m~ n~ n~ ~ y P
rn m ~ a^op m~ m~ m~ ro"~ m~ ro~ m$ mn ro~ nn ~F ~n ~n ~n ^_n ~n -n -n o ^ ~ n ~ ~ ~n ,.n ~ and Development that this Construction Plat _ ~ was app fed by the C(ty lanning Boar ~on
day of 20_Q3..
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11111l1!!!l1j. B Date: ~ June 2002
a° ~i~X V1
4 ~ierring-Sutton & Associates, P.A. CARRIAGE POND SUB] 3U- Scale: : Map N o.
CONSTRUCTION PLANS 1" = 50' 0Map N7.
p~ ~cEngineers - Surveyors -Planners Rocky 2409 11@st Nash qtr@@E llileoa, Narth Caraliaa a78@8 (869) 2@1=8887 M0u'nt1 N S" Sheet No. 4 of 9
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oa _ _ ~ > z n -Plat Department that this onstructio
t58 158 15o meets the appropriate City Standards. t50 ~ 3 D.. aL
Date:
154 - - 154 't sneer 148 148
152 152
146 Certification by the Deportment of Planning DATUd! ELEV _ DATIlk and Development that this Construction Plat
DATUM ELEV DATUM ELEV l~s~ II500 was appr~ed by the City la Wing Board on day of ~ 20~]..
150.00 150.E
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Revision Date- B Date: June 2002
\\11 III//I
SUBD SION Scale: Map No.
Herring-Sutton & Associates, P.A. CARRIAGE POND SUB CONSTRUCTION PLAT 1" = 50' 02- p No.
_ EA. Engineers -Surveyors -Planners Rocky Mount, 2406 West Nash Street Wilson, North Carolina 27896 [phone] 9
it, ISFPP Sh eet No. 5 of
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r N ' ~ Date:
/ ~s ty Engineer .rte
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~3M3S 1S w8l . 8 • 1 ~ was appr v d by the City Inning oard on • ~ f 20
°b ~ zQ1 day o °i., d
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176
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170
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- I 6.36 6.36 0.24% 164
164 "0 ~ -35 L=36 .94
=106.99 0.24 - 162
0.2 y 162
12"0 SS OR-35 a a 180
t60 ~ ~
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158 0 a 'm~v~ NN
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50 0 50 100 150
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Date: June 2002
erring-Sutton & Associates, P.A. CARRIAGE POND ST D SUBDM-- -SION Scale: Map No.
CONSTRUCTION PLANS 1" = 50' 02-L-8270A
_ ~ • ° Engineers -Surveyors -Planners
2408 West Nash Street Wilson, North Caroling 27896 (252) 291-88E37 Rocky Mount, unt, N.C. ' Shed No, a of 9
hy2' L
NNO

STREET PAVEMENT SECTION REQ D. ENTIRE LEFT HAND TURN AREA TO RECIE
OLD CARRIAGE ROAD 1-1 2 "OVERLAY AFTER PLACEMENT OF
ASPHALT: 1-1 2 „ I-2 2-1 2" BINDER COURSE
ASPHALT: 2 1 2" H BINDER OVERLAYED PAVEMENT TO BE STRIPPEa IN
STONE BASE: 8" CABC GRID ACCORDANCE WITH NCDOT STANDARDS FOR
N~ FOR LEFT TURN LANES
g3 Np,O
•
EX. CORPQRATE LIMITS V
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16'IW----18'
--------~~p--------- - - -------------_..-GAS----'- - ~--_..-.GAS-
- - - - - - - - GAS- - -GAS
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Certiflcatfon by the Cit Engineerin Department that this onstruction lot
meets the appr to City Standards.
Date: ~
i n in r
Certiflcatlon b the D partment of Planning and Development that this Construction Plat
was appro d by the City PI i Board on
u doy of 20Q3
ec fr.
50 0 ~ 50 100 150
% Revision Date B Date: June 2002
erring-Sutton & Associates, P.A. SUBDM__ -SION Scale: Map No.
~ CARRIAGE POND SUB ~ Engineers -Surveyors -Planners CONSTRUCTION PLANS 1" = 60' 02-L-8270A
2408 West Nash Street Wilson, North Carolina 27898 [phone] Rocky Mounts I it, N. Co sPP Sheet No. 7 of 9 000.00 ACUS / WMMY 000000 LT

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1. CEIIR dt GRUB OUTLET STRUCTURE SITE CONSTRUCT RISER/BARREL
~ OxC k~ S'IIICTURE AS SHOWN ON THE CONSTRUCTION PUNS AND SPECIFlED ~ THE CONTRACT SPECIFlCATIONS.
PG 2 4EAR do GRUB ENURE POND SITE, REMOVING ALL TREES, STUMPS
, ~ PS ~ l~ DECAYED MATERIAL
3. II~ALL ALL TEMPORARY SEDIMENTAl10N AND EROSION CONTROL MEASURES
SYIROUNOING POND SITE AS SHOWN ON THE PLANS AFTER EACH RAINFALL El@IT, CHECK ALL TEMPORARY SEDIMENT CONTROI MEASURES AND CORRECT
~ NECESSARY.
v \ S~ S/ ~4 S~ 4. R8110VE TOPSOIL FROM POND SITE AND PUCE IN DESIGNATED BER AREAS.
~ 2~ /
S. I~OF ROLL DIKE FOUNDATION SOILS, UNDERCUTTING ALL UNSUITABLE M1IERIAL AND REPUgNG WITH SUITABLE BACKFlLL
6. EGVATE POND AREA AND CONSTRUCT DIKE AS SHOWN ON THE
C~ISTRUC110N DRAWINGS.
Z 7. P4~ERLY STABILIZE POND AREA TO PREVENT EROSION OF DIKE SLOPES.
~ ~ 8. QON COMPLE110N OF PROJECT CONSTRUC110N REMOVE ALL SEDIMENT
W ~ Fr>nll FORBAY AREA.
(d Z 9. OTICE POND AREA IS PROPERLY STABILIZED AND APPROVED, REMOVE
is^ StT FENgNG, ETC., AND SEED.
OR1~IAGE AREA: 48.43 AC. P P01~ INVERT: 165.00
~ ` PROP. FORBAY P ~Q Zk69 5~ RISBt INVERT: 185.00
~ gS P• PERiIWENT POOL• 189.00 PRIMRY SPILLWAY ELEV. 189,70
1C)r QF DIKE: 174.Q0 Po~ DIM.: 3.0' x 3.0'
BAIE11 DIA. 24'
Q / / I INk NTO POND: VAIRIES SA EQ'D: 28,888 SF
SA NAIUBLE: 51,974 SF
EM~ENCY SPILLWAY EL.EV': 170,85 EMBICENCY SPILLWAY WIDTH: 20 FT
Z ~ I
~ I
_ ~X: RQ~1D TO BE I
p / ,~.~o~' MODIFIED TO E USED ~
Q e° AS A WATER Q LITY POND ~ Z 6' 8'" TOP RISER 169.70
- No. 4 REBAR 36
o ~ Qo~° / (WATER ELE .172.64) ~
8" 3'- 0' MIN. EW 8"
1/8" STEEL FRABRICATED STEEL TRASH RACK 1/8' STEEL FRABRICAI'ED STEEL TRASH RACK
W~
- 10 I PVC SCH 40
'e AWD PIP ~ INV. ELEV. 169.00
~ ~ \ 24'1 DISCHARGE PIPE
o +~5•
OP. A PROP. 8" DI / -
\ I NV ~1 550D INVERT AT RISER - :31.00
~ \ I~ / /o jt 1 1 ~ . ' ~S^ ~
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2
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`O I INV. 164.65 Certification by the Cit Engineerin
I 64'50+O L ~tl15 - Department that this onstruction lat
9 HW NOT TO S:;ALE meets the a ro riate City Standards.
Date• ~
i En in er
I
Certification b the ,D partment of Planning
I and Development tha this onstruction Plat
I ~ t wos appro d by the City, I nnin oard on f a of 20..pa..
. ~ pEE x3 . ~ C O
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%001 0 B Date: June 2002
Seale: Map No.
a erring Sutton & Associates, P.A. CARRIAGE POND SUI SUBDIVISION Addressed TRC Ommente 7-11-02 S"
1" = 30' 02-L-8270A CONSTRUCTION PLAN a I
€ Engineers - Surveyors' - Planners
~:~oy oiN o F 2406 West Nash Street Wilson, North Carolina 27896 [phone] Rocky Mount nt, N. Co app Sheet No. 8 of 6
000.00 Acm / IOu"My 000000 LF

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- MINIMUM PAVEMENT CROSS RACK= - - SECTION SHALL MATCH EXIST, ~8i~y SECTION A-A OOIIC88T8 C81Wi ~ IACA 8MAY8D BUBCRIDB
- - I ~ M I - HUT SHALL NOT HE LESS 12r 2 yp ~ rwra Yr o~ • om CLASS C IBOAIETRICVIEW ~.w.
.I- _ - - = THAN THE FOLLOWWG~ - -I • TH DBNSBLY wn Yu aao~ oaaY[ Bar
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• TE 4 44 I I - - = 8 3000 PSI CONCRE p 4 rj ~ 4 4 - 4p4 4p 4 v::
- p4 ~ w. 11118 C8/NUL11i ?OL s u Yr Y.f w Mar •
PIPE _
_I ~I - '-I I WELL CoMPAC1ED FILL SOA18D SOB08AD8 X118 COLPIClBD GR/NI11A8
II II NOTE: - - - - .=I _ i PLAN NEW f0U1~N ' 4' ~Mpy~t ppU1~~11pM M?l~fAL 08 DSNSBLY AYD~Part~a ~r~
= _I BACKFILL BEALL BB INSTALLED IN - _ _ ~ 4W IiGPJ'!0 C/MF?C13SD BICIQOL "~'~D°br~ ~pnrwDlNBOPaAU. ewAw ap ~ OtTTINB 111AY8Yi4 1 1(~,) ylpy rwr 1WW~T
i LII+'I'S YIELDING 4-8 MAY. - - COMPACTED FILL. - - = ~ ~ ~ a • [ ¦ SICYPAL COY AB4Y8 TCP 0/ IOK GBANULIB IOTAID~TIOX •BAatDPBOwwLK~ AiRIYA~YCA FR~W VIEW ,j(~a Dl I~IBIMKMOIIB N~ Yw~ `~Ly L^."1'
BACKFII.L 3HA1J. BB COMPACTED TO A ~ ~---T i c • [ p a ON8018 DILa1t1 Y111i8116 I1" i 81W~1 r' wr ~ nmR~vaia ~ W.
Mw. DENSrrr of aex AS r T BY ENGINEER. ~ - o ~ FOR LARGER MAINS, AS DIREC ED 80" b I/" 1" ~ DD ~ ~ M ~ C9~LDIj ~110W IIPPi>I18D 18 l~
DETERMINED BY AASflTO T 0D F 9 y. i SOIL OR T-180 FOR STONE. t eeMCSnrae a a olMCrnx + ~I STANDARD WHEELCHAIR RAMP
CUT-BACK TO BE PERFORD[ED AFTER ~ COMPACTION. ~ 1T n+v$Ir oR raroXM.
TRENCII $ACKFILL AND REINFORCED CONCRETE PIPE BEDDING DETAILS FOR
ROCK EXCAVATION DETAIL ING FOR UTILITY INSTALLATION PAVEMENT PATCH
TYPE III BARRCADE
TYPE II BARRICADE •--rMwIAAi x 1" x s' TYPE I BARRICADE ,e,
BALI 11IBAtiD PC818 .__...__._.rrlrwr,w ----rwirw rizrrr
t.11EYlAL10110 NAFAOE MINL I! ILIP REWTANTAND ACONtRA01W000[AI1T0 TIE IIOEWALIL ~ s cnosewA?xwonwA?ooolwautATanwxreurwueroa+~awnTw~~ICOEeioneTAwoAAOa 'TYPE IQ w ~
7p ~ aNORtHCAROUNAOENERALDTATtlTE196M.11HEIX1WE8THATALLSfRFFTCUR89BFJ1000HSTWIL1ED00.RECOHBTRUC7BOFOFWIN1fUA1Ci TYPE IQ BARRICADE AS SPECIFIED RvTn. ~ r•11'TYP, IN SECTION 3F-1 OF THE 1iANUAL NlwwBl
. FtiDCE0URE0,TeAr~ICa~e+ATaN9.r+EVN~s,cau+£cno~avunl~eaoaKTeafDwaw+Y A~na~vrE?te~tt,tonsruu IN SBCTIC w~uw,waasr~aenif~I+rs~u.~rasAeuioATAUwrs~cralte~Tt~x~ronrA?+~am~+Artuoeewa+~A"° OF UNIFO ~ Pavq W+DaoTNExPOnmDPPt~EtrtwANA.ow. S 30' K7WWBORNNIIBWYItBTRlf1 ~ Br,Yr. IFORY TRAFFIC CONTROL DBVICE ~ MINDAM OF UN ~
THE,ms FEntxALAto HICNAwrw~'n'ACrtiBaAREO F'RDMWON OPCtNtV11wONANTtXD1E00NITNIOIION (MUTCD). wADDrtto14 WwTtoN~ear ~~D~' AL,RRMAnoRAMBBBM1YItBTN/p ALTBNN7B CIVAWI B YAYTD i1RY'Bi
AFlER.AILY 7,11170 WHETHERA81D61NAtJf EPNOPODED WRIALLY OR q PlA1Yi0 FORA HlItIRBOA'(E. SE[ TIEAM~HBWRFIg1fABl111EbALTV~ONOF1tN0f%iBIDOT01H0NpUNAVA1ND18ABIL111EB.00MP81V~W10al~CML ~W !S"
NDTC P11pT6C110NB SWLNR TD TNC'SE PPONOEO TO pER60N9ON TNS gA48OF RAOf. SflG NATIONAL ORIOINANII 9fOP UHf It PoOIITB ACf Of 1tG.T~W~WRfO 4C~ABLfi TWAIWWOf{ARE dU8P6WI6D~iPFYCIM WYBEC ~iFF6CRYY trroptwg ~ u ~ANttAAY0410N. TFIE (iF~NERAL NOTES
. WH06LC1VSZRANPB BHALLDE PPDVIDEO ATIAGTIONS Ali &IOYAI ONTHfi PUJ10 GRAS DWEGICDwBIY,~TlIBE, i118w®1. Y~AEapWRµNPtgtwAlL 1" b li" -TYPE 1 AND TYPE Il 0.VUUCADEi ARE NdINALLY USED VIIEAE TRAFFIC IS TO BE NAINTAWED• TYPE Rl BARRICADCS SMALL K USED
W: LOCATED A8 DWECIED SY THE FJV TItAN Y FEET OF~RM.L~HEIGHT CUPS tYiAll DE PIAOED BQiWFNllli IIAIPL DIIA[.MIi6d~D~ R TWO RANPB ARE WSTALLEO NOT ro 11ETRAVEL LAN! OEYIO CAOSti®AS FCSSIBLE. RACED AS FffJJI PFpPEIIDIC W1R ?OR 1ENPORARY ROAD CLOSURES. PERMANF/IT BARR1Fi1DEt ARE USED FOR NON-WORK 20K APPLICATUDS VMEN 111E END OF A ROADVAY REDUIRES TO
gcEttan~ a NoaDFaoNnexn+m.auwtwaPalwior,~tYrltx+lwr~rloNaHwTOnECnAUEOF'n+atTratT. 80" IE -BARRICADES USED TO CLOtE A ROAOVAY S41ALL EXTEND ACROSS 1IC ENTIRE R7ADVAY, VIERS LDCAL TRAFFIC MUST K NAINTAIIED
a TlEwtatNaTI01wH~LatAwRAAwtONLLDE1o'pu9atat~ATrrRFORDUA~RAUwArmaaryp~'latal~?T~RroROtAaDwKwiwa ~h h. 7.118Ef1AYM'ODNqIE[IMIIMAIIDISMIlKFW9NWOfOfiItT000TAwAROUGHHON-0fODTYPEIIM+)AC! TME'T NAY BE PEALED IN A STADOERED PATTERN
DETAa tiWwG TTPtGI lUi1T[di ~ -RAIL SIDFt TINT FACE TRAFFIC SHALL HAVE pETRORFFLFCTIVE FACCS.
HA a A tA' DOMND1011 ~OINTVia1.8E RiO10RW NDiQETIE bbNCRE7EN46ELpYURPANP UOWpTF1E OUREANDN MIODYII ON010. OVl9~ ONAt. Lucy ~ a THEwencP~fgTwANCwaswwxtwfasltAUtic~NOaogfRwrlif wrEPSfcttoNTwwwounDEgTAWIgiiDgYB10Hi1g1OTNE 1' b lr' -NOMINAL LUNBEN ilsES ARE SATISFACTORY FOR NAIL 4IDTN wNEI+SmNS, •STRIPES ON YORK 7ONC BARRICADE RAILi i141LL !E ALTERNAT[ ORANGE AND VNTTE pETROAfFLELTIV[ STRIPES, SLOPED DOVNVARD
MIHii6C110N t1ADa YRtII WAMWNCEOF AI' O.Wl2WE W THE V911CtMARTMVELWAY 1'A1EN ONE RAIM E WBTALLED, (OEfi NOTE 17) to TFE 1X180 CUT k'1015tG PEDFFSiAUIt RAAIPO t'YTM MIiE08FiALL Bf flJVfEO EOX• OF RALI~OtITR~ FN.LB W~MRW 80" T~~ SIDE VNICN TRAFFIC !S IO PAit, Oit TURN IN DETOLYt1NG VNERf lEl TUNNi ARC 1NTFJIDED, T!E iTNIPEi SiIOJLD iIAPE
~ TIIE PEDESTRIAN CR000MIdtR L1NFA. THE OROIOWAU(NARIOlOI pl EACH il0! q TFIE FLAPf1. io BTNVIIE CENTER WOF~iNE IARRK;ADE. On IAMOCADEi. FOR PERMANENT IARNlCA10LS ACD ANI vIOTE iTRIPEi iIIALL K USE0.
'fit ttwNmE. ~t~ _ ,~'pTq tt tHEt~wNatwiDTNaFnEr®EenwNalmaWAUCwAUEEeI:ceT. AaaosEwwcwiDTNawFtaroaaaAT>wteDt~ctAeLE~ -STRPES SHALL IE B OICiIEt VO1L f DB71 STRrEi MAY X UiEB VITAE RAki ARE LESS 1WW SB DR:NEi LONG
Nol+rulrt~ERPCNDig1IAxTOTHe tANO LwES, 01NLL actleDrtwNCncrt n DIPORTINTTOw0CJ1TETNlPOwT aeOND MAlgt 'D'AaEREOUwEDTOeraPw ~w~L"""wE eetaRAti ~m~"wrtraRO`~airr~.°~"T'µwwwLNwRDAa+ -TME MINIMUM RAIL LUIOTM IS JH IICIIEi, EXCEPT P1Bl DARRICAOEi TNAT ARE USED ON EXPRESSVAYS, iREEVAYi, AND OTMCIt IOOH 1" b 18" SVNERE A MINIMUM Ci 270 SWARC INGI REFLECTIVE A(KA 1S REOUIRCI PER RAG.
DtawwrNeDw+ET?EPUCa,ortoF aTDP .nae No >tiw~waQaawu.eEE+~wAreDAwrWUwoF~oFEEraAacaFVEDEalwwtcaDEaw+~?x -BARRICADES SHALL BE SIFPORTW W A IIANIEN TINT VW. ALLOY TNCN TO K SEEM BY TIE 1pT0NitT, AND PNOYIDE A STABLE
ra TES M/YlPAYiNE!(fW~WON098NAL18fiwA000RDANC9Nfri1THEUTfBTEDITIONOFTHfWWlN.OFUtNPOR~TItAU1C~D.ALLPMVG4ENi iUPPORT NOT EAS0.Y BLOVN OVER BY TNL V01D, OR TRAFi14 SUPPORTS Fpl TYPE I BARRICADES MAY NiCLUOE OTTER UNSTRIPED RAGS NECESSANY TO 1' 101 pROV1DE STABILITY.
gTa~ gloplYlf D FtAiLWI~BYTHEFEDEML1gWMIAYADA100STRATgNANDTHENORMOApOLJNAOIIPPLF?NENT t~twAUeeooNesrmltat+. SUPPORTS SIIMl K LITi1TVCWNT AMD NAVC NO R1GI1 iVAY IRACINO FOR 'A' FRAIE OESUA4S
OCTAa SKIVING TYflGL LOCATWi DF VIiEELCIMIR RANK, ALIDVA>I.E LOCATWNf -SANDMGS PLACED ON 111E LOVFR ?ART 01 iK FDAME SNDLIO K USED F'OI IALLASTDIG tAMOBAOi SHALL NOT K PLACED ON TOP Of A STRIPED RAU. BARRICADES SIIN.L NOT K TALLASTQ ri NCAVY OIJECTi >alCll AS ROCKS, CNIBKi Q CONCRETE OB OTNOI 1TENS TINT WOULD
PEDESTRIAN pDS5VAUIS AND STS LIIKS FlR TEE pIT(pSECilOiS plyy, 8µp rt.nn _!~T CAUSE OANAGC IF THE BARRUCADE (S STWCK BY A VCNICIi.
01p ~RAIP~LS OTZ FtpPp®rOiB,QNNRNIIP PEANISSDILE YOt NCV
-pROFOgppIN11MID0D00W1t CONSTRICTION? TEMPORARY BARRICADES
RAMP NOTES WHEELCHAIR P RARY ROADWAY TERMINUS TREATMENT FOR TEM 0
AIR RAMP RLACEMENT STANDARD WHEELCH
CA I S R D
CAUTION GAS LINE 9URI~D BELOV
U pit
AUTION WELL COMPACTED HACI(FILL
iN 6-8' MAX. LOOSE LIFTS
INITIAL HACKFDl
6 HEDDDVG PIPE
Certification by the Cit Engineering
Department that this onstruction Plat meets the appropriate City Standards,
'1O-GZ
\ ~\A~ ~ Date: ity n ineEr
Certification by the Deportment of Planning
and Development that this Construction Plot was appr ed by the City annin Boord on
d of 20..92.. oy
N ALLATIO IN INST OR UTIL TAPE F AUTION C a i ~
5-30-~~
P:\02PROJ\8270\8270-LDDT\dwg\8270A-DETAILS.DWG 08/12/2002 02:37:40 PM E
B Date JUNE 2002
~ cat 'w,,w D SUBDIVISION GENERAL Scale : Map No. N.T.S. 8270A-DETAILS
erring-Sutton & Associates, P.A. CARRIAGE POND S1
ETAILS Sheet No. Dl of e
Engineers -Surveyors -Planners ~ Rocky Mount, ant N.C* D
;,OpN ENE 2406 West Nash Street Wilson, North Carolina 27896 [phone]

l/P'RAR 6' 2'-0'
STANDARD CROSS-SECTION WITIiOUT SIDEWALK VALLEY GUTTER CROSS SECTION 3' RAR ~
ROW (A) E:1 OR FLATTER A 1/2
B
1E" via lE" lE" ' ' • • ~
x A a,'
~ - ~ WIDTH <W) GENERAL NOTESI C-6'
- ~ CONTRACTTIN JOINTS SHALL BE SPACED Ai 10' INTERVALS,
~ - -I I - - 4500 PSI CONCRETE .+ris rn p1 EXCEPT THAT A 13' SPACING MAY BE USED WHEN A MACHINE 2'-6" CURB AND GUTTER FDaM CAN BE DBTAINEDSVITHOUT THE~usE OFRTEN PLATES
sECTIDN A - A GENERAL. NOTES' > ~ AT l0' INTERVALS. JOINT SPACING MAY BE ALTERED BY THE
NOTES: ENGINEER TO PREVENT UNCONTROLLED CRACKING. ~ ~ _ _
STRBBT TYPE A B C D 11i F CONCRETE ALL vALLEY GUTTERS ARE TO BE POURED vITH CLASS AA b 7" CONCRETE. (4500 PS[> v o ~ CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF y. N
1. MUIIMWI LO[TCRODDTAL OR1DB a GBTTBR O 0.4X 6" CONTRACTD71 JOINTS SHALL DE HAND TOOLED AND SPACED AT !0' B. BLOPD DBORN POR StD[B/TI-UTDlR BTRIP ARB MDIDIOY. DNTERVALS• JOINT SPACING MAY BE ALTERED BT TFIE ENG[WEER TEMPLATES OR FORMED BY OTHER APPROVED METHODS. VHERE ,HINT SUCH JOINTS ARE NOT FINtNEO BY TEMPLATES, A MINIMUM
- 40 27 19.6 N N A 1.6 0• ~oPa eBOxN ouzsoN[ Rntet oP raY aRe rAxBtura : ~ ;d.' ' CUL-DE SAC A I or Txae uw Y / 4. AIL RmRT-01-1?AY eHAt], BB C1laRRD ~1 . ~d • r, .2• TO PREVENT UNCONTROLLED CRACK[NO• Ve' RAD, Ve' RAR DEPTH OF 1 1/2' SHALL BE OBTAINER
YBOBTATMIN YIGT alOt OWTBR TRAIT THRBB /BRT (a') wt YoR " DDRANCB a Y RAC[ a TBR CONTRACTION JOINTS MAY DE INSTALLED DY TP[ US[ ~ ~ ALL CONTRACTION JODVTS SHALL. BE FILLED V1TH JODIT
IACAL 40 27 13,5 N A N A 1.5 cuRe oN C0~0"e' R10~"""Y o~A"~'~ °N TEMPLATES dt FORMED DY OTHER APPROVED METHODS. V1EIlE / / TBOROUCIQAREB BHATL DB "B DL7'6RYDIRD 8Y TBB SUCH JOINTS ARE NOT FQtMED BY TEMPLATES. A MINIMDI FILLER.
a ~ Dtst 7sOR0DOR/1~, ,11R Dfi~ONID 0 OEPTM OF l t/t' SHALL BE OBTAINED. ~ ~.'~,:•'•~`.:i • i ' , r EXPANSION JOINTS SNAIL 8E SPACED AT 90' INTERVALS.
80 97 18.5 N A N A 8,6 c~iuDi w ~ ~ rmtonoe ~>4asr~rrC~aND y~ Au [~TIIACTION .HINTS SHALL BE FILLED WRN JOe1T COLLECTOR / / C ~ Q WIDTH FR.LER. PROeoBBD nrromBCrDTa BrReeTa To PRBYBNr _J,_. • '.t •'I ADJACENT TO Au RIGID oB,IECTt,
galo'a NBIB aVTTOt. ERPANSEIN JOINTS SMALL BE SPACED AT 90' MTERVALS AND D. BTANDIRO CURB A anTiftt FQ Of. INI. B.B BIQI~D ON ALL ~ ADJACENT TD ALL RIGID OBJECTS INCLUDING PREVIOUS CONCRETE Pa Vt' JOINT FILLER ALL CURB AND GUTTERS ARE TO BE POURED YITH CLASS 'A' CONCRETE 130 PS[l
' MINOK ARTERIAL 80 85 92.6 N/A N/A 7,5 C0~'°a' ~0R l~uoR ~ ~ 7. BTANDaRD CURB OR ROLL TYR (BTD. N0. 8.B OE B.{) OIAIE BB POURS. A MINIMUM OF TVO EXPANSD71 .XIINTS SW?Ll. DE PROVIDED
RBgOIRBD ON LOCAL, ARD CO[rDB-sAC BIRELT'rrPBB. AT COtAECT[ON BETVEEN EITHER VALLEY GUTTER AND CURB S TRANSVERSE EXPANSION JOINT FORNS ARE TO BE USED VHEN RADII IS LESS THAN z00'.
~ ~ GUTTER OR AT POINTS OF CURVATURE AND TANGENCY FUt MAJOR ARTERIAL AS DETEti1QNm eY CITY ENORI6BD DRIVEWAY OR INTERSECTION RADII. IN CURB AND GUTTER
STANDARD CUL-DE-SAC TURN-AROUND STANDARD 30"CURB & GUTTER CROSS-SECTION
IMPR VEMENT WITH UT SIDEWALK STANDARD 36" d 48" VALLEY GUTTER STANDARD STREET 0 0
PORTION TO BE REMOVED
VARIABLE (SEE TOTE 1' STREET TYPE DRIVES TD BE A MIN, DF 15 FEET OR AS DIRECTED
VARIABLE A 1 1/2' DEEP 1 1/2' DEEP SCORE BY TRAFFIC ENGINEER, SEE THE DESIGN SECTION A 1 1/2' DEEP CUT SHALL FDR 'SIDEWALK AND DRIVEWAY'.
6 ur =,D, BE MADE PERPE BE MADE PERPENDICULAR
6' TO BACK 0f Cl i. r'.i . an THE PARALLEL TO BACK OF CURB AND THE PARALLEL WITH
'•~'~:x! ~ GUTTER LINE. - GUTTER LINE,
0
••1t;.. GENERAL NOTES, .N• .V.±, +L. I o PORTION TO BE REMOVED _ _ _ _ _ _ R/W _ _ _
All CURB AND GUTTERS ARE TO BE POURED WITH CLASS A'
2'-0' CONCRETE, (3000 PSU 1B' RAA ° SIDE ALK
FLEXABLE FORMS ARE TO BE USED WHEN RADII IS LESS TPIAPI A 200'• 0
CONTRACTION .HINTS ~~y II BE SPACED AT 10' INTERVALS. PLAN ° 1 1/2' DEEP SCORE o ~q
NG MA ' f ~ NE 6' JOINT SPACI Y BE ALTERED BY THE ENGI ER TO PREVENT UNCONTROLLED CRACKING, RAMP .i o dr
JOINT SEALER CONTRACTION JOINTS MAY BE INSTALLED BY THE USE ff G SEE STD. FOR , ~ • o oo°o°o°o°o ~ VALLEY ~ GUTTER. H.C. RAMP PER N.C.
1/8' RAD, 1/B' RAp TEMPLATES OR FORMED BY OTHER APPROVED METHODS. 1RfRE ° L BUILDING CODE y PRON SLOPE UP
SURFACE OP GUTTER SUCH JOINTS ARE NOT 'FORMED BY TEMPLATES. A MINIMUM ~ • '..iti . ~ • • ' GUT' DEPTH OF 1 1/2' SHALL BE OBTAD~ED. NOTES GUTTER LINE
All CONTRACTION JODITS SHALL. BE FA.LED VITN JOMi Q THE STANDARD RESIDENTIAL DRIVEWAY GUTTER 6• 0 0
1l" ' ~ OPENING IS 12 FEET (12' MIN. 24' MAKJ .r.~i•; 'y~ rr: fR.LER _ PROFILE ti , : .;n,, ,,..;i• THE STANDARD SMALL COMMERCIAL (TWO 2'0' 6' STEP ENE °
EKPANSION JOINTS SHAD. BE SPACED AT 90' INTERVALS, VAY) DRIVEWAY OPENING IS 24 FEET a~~ ° z'-o'
t/t?' JOINT FRIER ADJACENT TO ALL RIGID OBJECTS. (24' MM, 36' MAKJ r r ~ artmi ° - - z,~,
. ® VFERE DESIGN FLOW ODES POT OVERTOP ~ '7-' GUTTER, SLOPE OF RAMP MAY BE FLATTER • : . • ~ r' . , a'. ; T ~ o0000000000o GUTTER FACE OF CURB
TRANSVERSE EXPANSION JOINT WITH APPROVAL ~ THE ENGINEER. HEIGHT ' ' • ' ~ . • • SHALL NOT BE DROPPED BY MORE THAN 0.1'. p 43 DEGREE BREAK
IN CURB AND GUTTER ~ WHERE RAMP TYPE DRIVEWAY INTERcECTS A re'
' SIDEVALK THE SIDEWALK SHALL BE 5' THICK FOR RESIDENTIAL AND 6' FOR COMMERCIAL. SECTION A-A STEP TWO
_
" WAY STANDARD 24 ROLL TYPE CURB & GUTTER RESIDENTIAL OR SMALL COMMERICAL RAMP TYPE DRIVE S STANDARD METHOD FOR REMOVING EXISTING CURB AND GUTTER STANDARD STREET TYPE DRIVEWAY
8011 A
STANDARD SIDEWALK SECTION
4' MIN. (SEE NOTE 4) 9 Z 1 OR FLA
I S'-0' ? ~ 8' C C F
~ 1r tr t2•
CROSS-SECTION AT A ~ ~ 'r SLOPEt 1/4' PER FT, ~~~-~~r
.'k^.i ~r - r i~r. lr~ 'G'i1''f~~d
~ 1 i~:• i l-:~1:...1~~~1~.,::. ; : -1 ~ :•r~~.;~1t..~jt. -1t. t:; ~i ..,1~-- ` ~ ;1~:..
i1.1• .r ~t r~ t ~ 1' ~1 ~'J{l ?~f ti(}~t il: ~...~I_ ..III-.. l gl ...1},.;j:.,~}:ai... j....~ ~ ~ ~ .,~~..~L.. •~11`m~flr:.l - l~-
~1 ~'.i )1~<~~.. ~~l~~`' ~i.~1~'t S~ ,r); ti. ~-rj'~F•; wK ~.t t}1' \ ~ r ~ . r. J .
• I.. J • ...1, •y,,•~ ' ` _ 12
i , . _
STONE BASE ($EE NOTE 5) \ snaET TYrE A e c IPE A t C 0 E F
TRANSVERSE EXPANSION JOINT . NaTES~ \ ~ ~ ~y 1. CONCRETE SHALL HAVE eooo Psl COl~RESSIVE STRENGTFI CROSS-SECTION AT B fAC 40 Tl 13.6 N/A N/A 1.6 1. MIAAUII LONQIIUDINAL ORAOE OF OIIT1Et IB 0.4% Z SI+OPES SMONN FOR SIOEWAU(-U1A1TY i111UrP ARE MNJIMUM
y~,tpl a ~y~K 2. SIAEWALK CONTRACTION JOINTS SPNW.L BE HAND Tm,ED AND \ JOINT RALf71 SHALL BE PROVIDED EVERY FIVE f3> LINEAR FEET. \ LOCAL ~ ~ 13' 10 R7 13,6 N/A N/A 1.6 Z 61APE l10NM OU1906 RIGHT OF NNl' ARL MA7dMUMS, ~ ALL RIGHT OF WAY SHALL 8E CIENtED OF TREES AND
vs' a EXPANSION JOINTS SHALL BE PROVIDED EVERY 30 LDyEAR FEET. \ VE6ITATK>N THAT ARE CREATFR THAN 11M1EE FEET ( TALL FOR A DISTANCE aF s' BACII aF THE Certification by the City Engineering
4, SIDEWALK THICKNESS SHALL 1E INCREASED TO 5' AT RESIDENTIAL DRIVEWAYS AND 6' AT COMMERCIAL DRIVEWAYS. Department that this Construction PI°t aN calECioRS. RIQHT of wAY CLEARANCE oN THOROUGHFARES SHALL BE AS DETERMIFD BE THE meets the oP roprlate Clty Stond~de.
<; ~ 5. WHERE SHOWN ON PLANS SPECD'IED BY ENGINEER, OR EXISTING CURB AND GUTTER TRANSITION SHOWN WITH NCDOT CATCH ~'~J~~; ' ~ rti'~ r~~r"•;; SUBGRADE MUST BE REMOVED DUE TO SOFT, WET, FROZEN, OR t?: :{;•"r BASIN (COMBINED INLET.) TRANSITION MAY ALSO BE USED sl N ~ DESIC~MNO THOROUONFARE$ TILE DESK;?IER IS Date; d , v 2
IE I b'.;,;;~a?;wt~~•~Y;i'~:;;'. N WITH CURB INLETS EXCEPT FOR THE ADDITION DF TWO Y LD NG SUBGRADE BEING ENCOUNTERED, #57 OR #67 CLEAN, ~ - 12 TO, AS MUCH AS PRACTICAL, CARRY LONIXTUDINAL 9 r` GRADE OF THE sraEET THROUGH All E>aSTING AND
VAR~s 4~. ve' JaDtT FaLCR WASHED STONE BEDDING SHALL BE PROVIDED, OR CAHC ~ ;qM..~,!•«: ,,;~s,•~;~• EACH #4 REBARS 1N GUTTER SECTION AND TOOLED WHERE SHOWN ON PLANS. '~x='~ CONTRACTION JOINTS aT ENDS DF CASTING PER STD. N0. 6.1 , o: PROPOSED MTERSECTING STREETS TO PREVENT HUMPS NEAR GUTTER.
4 STANDARD CURB 6 GUTTER PER 31D. N0. 23 REQUIRED DN Certification by the Deportment of Planning
ALL COLLECTORS, MINOR ATREALS, ~ MAJOR ATREALS and Development that this Const ctlon Plat ; 7. STANDARD CURB OR ROLL TYPE (SID. 23 OR 24) SHALL BE woe appr d by the Clt la nl Board on '
TRANSITION FROM ROLL TO STANDARD CURB FOR CATCH BASINS STANDARD SIDEWALK CROSS SECTION REQUIRED ON LOCAL AND CUL-OE-SAC STREET TYPES. ~da 01 20 Y
- _ 1 for
~-itr o2
STANI STANDARD ROLL CURB STREET IMPROVEMENT WITHOUT SIDEWALK
P: 02PROJ 8270 8?70-LD~ d 8270A-DETAILSAWO OB 12 2002 02:31:40 PM EDT ~ ~ ~ rt _ / /
CARpI~o B Data NNE 2002
erring -Sutton & Associates, P.A. CARRIAGE POND SUI
SUBDIVISION ROADWAY Scale : Map No. N.T.S. 8270A-DETAII3
Engineers -Surveyors -Planners
~ w:~~ ~2406 West Nash Street Wffson, North Carolina 27896 [phone] Rocky Mount, at, N.C. DETAILS Sheet No. D2 of e v

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~L~4.S of r APPRDVEO pIaII DIIIDQ.Y ~fiREATER wn tNGncFl+ rAmi t0 DaataucnNr, - M D u„ NM ~1' MIN. a ALL VALLS a ~cAV~ l ~ IKUST~~TLN
COYPACTlD D1C170d. fE~' MINA DETERMINED B ~ SUU a+ALL K nmvlKi i BARS i BrRS 1 i" n~wi N ~ irnroitu mNd[[fE BBCT1cNYY r•: ; 1..1' NiN. . t18 As sous vltaE aiTM a imI M'• "KVU
IC "nwr~wl TNC ENGINEER 3 EA. IS BARS DEP H 1 ~ ~'r~ ~YlEY- caliKS aaLL K caAKLLO MvimL v~' END ELEYATXNIr' kr ~,t• , 1pP V[ Y rD wTtlt GdTSyo vtDTN d tl', wwtrT°trrrtavto DE ELEVATION
1MR ~ "111 R 1~"~ _ !L" ION. COIQ'ACT2D li" GREATER V[cPNOU TYrp~ hrrrsx.: e~. ya, n1 rw ~ wn r..M1 CRANIIUR ?i.~a+as• "sFirii 4T' I.T' B' VIBTN 'Y' SNtLI K ry6aA/iTD AS FOLLLW9 ~ SECTION tkM iDR SURE PPES• M • PnN: alTSIK DIANETER ~ I' qt• MY~ E -
~:is YATEftIAL _ _ N a• a• E ~--y ..I , rroR Nu TVLE Mrtt. 'Y' • aN d' rot anmE OINCTCtS • ~ .Y ~i?', r•. _
4 .I' n ; a' o 11111 ISRANVIaR PDL I I~ ~ r cwLL cL[~aNat?. r KtvccN vtatt ~ :.;rtt:Y ~ ~ M u K 4' dt ! AS KT BY DESI01 EN6DKFA I 3000 Psl CONCRETE I T. ~ O~n n,ArrAww nNL I B
11AT'BpAL L" lON ~ ~ a f a~ ~ i. , a , • e 3000 PSI t -I' V1RE NESH i<;1. I F 1 I A
--Ie'e ~I CONQIETE 4' a.. a ~ STABLE VELL COMPACTED SUNFADE 1BdP1D 1OeaADe TTFDI COI~A~ SIRIIIDW! !0 GAUGE a iOR IitT KrTM LESS TNAM u', use r IgFL tFOpf VAI.LS. T TDR u' KPTN 0R ptEATER, uSE 12' TIiL1U[SS ~ rDArIDM , • I A tY roiTgN aF vALL DtEPER nrN u' Na r TN1LxNESS vut •t~'•` F ~ I I B li' Irra roATmH VNA. As amAL I
OAANOIdN POONDATION ~~~Q p TNK1 14tT9011 OD DRN16.Y 16' !tlBL'i5r-ir CRtNDIdR IOUNDA a'. a f •a ~ >s f a ff ICT EXPOSEa rNWiK 1/r VI[N1NAIrMIWN NVKONNArtuFN00D -
r~ COIIPACT® DACQOL . . 1 1 D V v * ~ ~~~rnArEAS T M REIAR
~ e OATSIDI DWRI'lOt D d(m1a.) d• ~ t-• ETA2LE VCI.I CQMACTED SUBdIABE M REIAR H a HAC~01. C09R ADDY1 TOP at POR ORIN01d~ sIDE VtEV valE MCSN PUN
. 2^ OE CUIIC FOOT OF CLEAN tT011E D s INSm1 DIIIRl~I 17' ! eYY~ a NRiLAP DAG TD BE PLACED AT d ~ D1PFS ~)1iDDD10 YdT6RIlI. Y~11tM.-Y EACH VEEP NOLE 1' GTCN 2ASi KSUPPLIED rr ADANS CONCRETEI N " 1 OF 2 ~T~+ BA« " 12 THROUGH 54) SHEET MASONRY CATCH BASIN
BEW1T P~1 10" M 10" T DETAILS SHEET 2 OF 2) B OPENING INLE ~ CUR
h ~ C~liADIilO161a'168e6D lie l~ • 1~ 1- NING INLET SHEET 10F 2) AC1 OF AT1BA OF CONCl~f1 NDARD CURB OPE ( P~ STA
FORCED CONCRETE PIPE DING DETAILS FOR REIN BED
E 3• C ItEIKRAL NOTES r K~~pp~TRSO K~pIMfLRED 1'.
~ ~ 8 ~ 8 •L DgRTAR .HINTS SNALL BE UE' !V8' THICK
• s .t~.AA1,oM. Nom uu Tm nr, r ANS 'r ~ L DlTJM.NIOYA101YPAOPOMTII r•1111r O D ALL EXt+I15ED .HINTS SHALL DE CONCAVE Tpq.EA TOBBUBmA000ltOBlOlOYMTDIPLa'N. 1111 X6' t>t Wf'A F FORMS ARE TD K USED FOR TFE COMSTRIX:TIdt OF TFIE
"r GRATE r r 1t rraNOU l ~ 1RltEt DTIRRVISE NOTCO. , !tR X - - t~G pTTOI SLAG BRIf,T( OR ,BRidG A Pr 1A1' - - JUIBO BRICK VE LAS MAY BE USED EU DF CLA
T 1 M~ ~ M T ~ i111' ~QIKIN•W TYP!'0' TYPlT TYPlT A ~ E F saro CRrCRE FGR r-0' Dv HEIGHT Olt LESS, USE B' VAL4 GvER B'-D' DI
Itr t+r •LL- _ GHT USE 1E' VALL TO i'-r FROM TDP ff VALL, AND 8' ALL TA' 8' 3'~ C 3' ~ REMA[NING i'-o'. DIMENSIONS AND QUANTITIES TO BE
! _ ~ ALIGN FRAME VflN ttll' -..YFATt9tP1.C~M ~ aAO-- WAiIRHOW..- i. L FOR T![ 3' aAaD AD.usTEn AccGRDiNar. REINFORCED CONCRETE PWE IS SET iN BASE SLAT ff 00X.
p~ c'=~~ 1NSIOE II k I A A v TO f B , ~ ~ i SiI' Y c' ~ o' DROP BASE SUBGRADE Tp PRGVIUE CONSTANT THICMNESS OF PLAN ANiNIt WMaI t tarp CpICRET& - Kt tit. Sva u
R !4 } R ~ } oynl"loolmRreNara+vaNOMlreerawoe >wv! cs~r=n `E Au I 4 rni~ f0A VERT07il im I 1.~ ~ pC0~ ~ Ap,IOSTNENi - 1110 as gnat w,r K u ~ ALL ,RBiCTfON 1tDIEB OVER 3'-i' 111 DEPTH SFIALL BE PROVIDED
tS7 I ~ x ~ x I"tdIMTtAAtwt%NOUICEA 4 ODrgN•MN ~ a~tvetpv~w~s t' vITN STEPS I'-Y QI CENTERS. 1 a~ B W'
- oaAelltoelrtitxlAlt ~ -ffi~-LP- - L, YMTlRRCN1 .••-riNO o.- WA'I~IRAM.r Q i,.~"-.
iIINMd1A~lli rp• ~ rr MII t, S~ u iMOODAttY ~ ~ ~ t110'lIp1AA 9' ANCNCN iorEi - t/2 al~aaawoawtmwANwac r , , ~ D D otNwBlaaaNxANDnn ~Iitta/Mt °0t'°"
ELEVATION 1°1nf1R1M0 ~ " PLAN Of TOP BIAS SECTION 83 r m1• TYPlT 1YPlT TYPESI' ~ NeirR nAiS DIWIaIOM Atalroir Bw -T ~ HELEVATI NNNr r
OUR6ILR I ` ~ 1tp f 1M1 FROM ~ ~ A i N NQ llNO1H i B~, 6 CTI X
F h wMATr uv'wro"'"wr N h +et ` RAIB®PI.ON AIMgBI' ~ 0 Tnr HIQH "_'-_I~°LE'av°'u n"'a +i' r°' r°' 'a• " r'+' r~`rr ~ ~ ra to oM
~ r zx MMa9Y u rd Bur M u rr Si' I ~ S rNac as K uNa m ~ +r re• ria' rt
i1Nr1o1YiiMlWl M~IION•AA A rr rte S ifr' F ~ tLLV11TOl I~wx TO tYrttt ~ ria' W ra tt r.r r'r r~' 11B' ~ 1 ty Sy, ti tu. a' rr
~ i ~n r Mwav ELEVATION tWON"u 1 2DCTK1+1•~ ' t w .L yr t yr a ,mrt ~ rr ~ !r no• no' rr m e<r ra• ~ tlt' ~ i u7R 7
~ ~ MOItIKOUr eer J arc y1~I S.eUr ~ . . 4r t4' IBC IW 79 6W et4 M ' r•+t0v+• 1tr t ~ r•itB1r 1/4'„ 6 D 13 L r 1 t/2 w, ew' ra ear rr r+• e~•
" wo xoaipls ~ tvlr- T~np rN 11q' AY 11!C 4' MIN. -L K rr rr e~r ze ear MP rtr .1 1 ~ t tZ E OR F ~ ro ea' De TM' TM' ra•
K " cu ur erg ra arc me orrn wom r1on1 ar11 wo"mM ~wu ~Y mrK ~ tiooA ~ ra rtM. curt, rtM. ~ > 4 ~ 1R' 10' 7 1 11xm r ~0 09H 41tl oxi1 lolr r 11!! 'GW' yr- ~ 6 J~ I~ ttr a~a 1P 1yr• BlCTIOIIAA 1 Twr l- ,.?t SECTION tr re ra w m T`* TMD• ri ilCTION Aa ' B
r °q1 aul o17t AICfL 11Q' ~ ~ .L rr x rr o 1 0"1 e 1 tnP 6 SECTION Y Y C•C OR D•D
ra es rx ~ 1 ' la 1 I~eCla~lt1 ~ . 1 f ter ar iv x M.
7P Jf x TX Y 1 1`f' 1 1 .1 Y / ~ 1 M'.C110N•IR 1,A. x ~ fl 1' / f ' r y ~ ~ 11i 1a0 ' MOODllNA710N "THRU 66"PIPE MASONRY JUNCTION BOX 12
~ RATE FOR CATCH BASINS STANDARD CATCH BASINS GRATE INSTALLATIONS FOR
TANDARD FRAME, HOOD, AND G " S "tHROUGH 54 -SHEET 2 OF 2
TCH BASIN 12 ) MASONRY CA
GR00' - SECTIONS NOTE. DI~IGB- OF END = 9aCRON~ NOTESI I. SUBDRAIN SHALL TIE OR EMPTY INTO CATCH BASINS GROOVE END ON OUTLET END gxpL[, CONFORM TO STANDARD 2. PERFORATED SUBDRAIN SHALL BE 6" MIN., CORRUGATED,
1/4' 1'- 3 3/e' 1'- 3 5/8' b ?/'1' TONG END ON INLET END -SECTIONS REINFORCED SECTIONAL GALVANIZED STEEL PIPE MANUFACTURED IN ACCORDANCE TONGUE CONCRETE CULVERT PD?E. VITH AASHT~ M-36 (ARMCO HEL-COR OR APPR!]VED EQUAL.)
yr T C•'•-~-----= STErs a Aaawa
Au 2RDP DLLTS Ova ~ ~ RTE t~ PRQVUD ' vITM sra NQ +.f fPACO e END SECTION DIMENSIONS D E 6' MIN
1 ClAit •A' CDIFIIr1[ 211A11 R USED. ~ ~ - - ~ Au M[ItTAR .LOOKS ARE m >1: I/2' 1 ve'. r 1 r---- ~ . IMPERVIOUS TOPSOIL
NM MASDNART BIti1 nuT SIMtl.L NaT ~E utED tR uuTnrr sue~EC~T~L~ 1R GoNCRErE eRlat a r Salo (ANCRE M 2' ~ a° ' I - 'r"' i .AIMED D'tICK V1.L R PEIDITTE3 ! usED w L1E11 or QAT ¦oaa. AVG. WEIGHTS-LBS ' 1 MAT IE P!I ~ ~ M LAS[ SLAT ~ ~ ADD TD LASE m 1 Y I I I - ' - - MATERIAL
' K ~ ,111F17N TMDOOtSB a? wldlcTE Bast DvER FRAME 280 ~ ~ o ~ I
x °Fa~R vK.I.s r-r By ME1wr a Lrss usES• ~ ~ e,-0 F~ TroN"~Qmirro r GRATE 210 ~ r I I r~ nI f'~a'RE~D®I~Ti u otff vau. TAL 490 ' I 1----- " I ~ - - _ ~ _ _ , J----- - - - 6 MIN
TNICIOt35 TD tU ~ N
- I - ' CUR1 MID. aA1L 1 PRANE ~ • PRQ. d' 1 6 n f ~ ¦ " - • , • -
PRDTo. PAVEMENT aD PLAN PLAN _ _ _ _ - • ' • ' ~ - I i I-
PROP. DTICK Dd. ~.ir1 -I - 'MIN - 3
PLAN uM: IpADI a or.rR 1/2' 1/2 ~CilE11 - JJ ~ C C B
WITN CASTING REMOVED SPECIFICATION 9;1 SLOPE #467 STONE
• a,~ CLASS 30 CAST IRON 3' ~2 ~ r~• MEETING ASTM A-48 WITH ` ~ - .J 6' MIN I-
3'- 1 1/A' ~ ~T r OR Ta• FULL BITUMINOUS COATING
OR Ts 3'-0' HAR OR 9'I MANUFACTURERS 111111 RI HAR oR sTEEL IrAeRIC ~ PERFORATED ~ I REINFORCEMENT A ~ SUBDRAIN
e• D • LS' fit' DEWEY BROS. MO L N . t ~ I I ? ' FILTER
D 1U1~'' a+ 1 v CH-BN-2 DR CAPITOL ~ E FABRIC
° --1 DEL N0. ,i 4 Nm. FOUNDARY MO D
CB 2000 DR AN APPROVED • ~ ~ d• UAL 6' 6' 6' SECT d ER 6 6 6 m D VIEW 6' MIN 6' MIN EN SECTION
T~ ux a awt T- CTION - Vl' ~
SECTION - XX ~oRNE? MASQiRT SE - mvERr m " UBDRAIN ALONG EDGE OF STREET STANDARD S
' SPRINGI.iNE TANDARD FLARED END SECTION S
' 'DROP INLET GRATE & FRAME E 2x3 P INLET 12" THRU 24 PIP ) ASONRY 3 x 2' DRO M
Certification by the City Engineering
' Construction Plat Department that this dards•
meets the appropriate Clty Stan
3 a , o Date: Ci En ineer
9
De artment of Plonning Certificatlon by the P onstructlon Plat
and Development that this oord on
wos appr d by the Clty arming B Ada of • 20.[17.. Y
- 'r o -3D-bl r
_ Da 2lPO[I2 sIL JA. ~0 PMr EDT
P:\02PROJ\6270\8270-LDOT~ \er~a+ ~
B ate JUNB 2002 D
• Map No.
Scale .
SUBDIVISION STORM SEWER N.T.9. L 8270A-D~"~ I
Herring-Sutton & Associates, P.A. CARRIAGE POND SUB . Engineer's - 9tiffdy6F§ - plarman DETAILS Sheet No. D3 of e
i' Ni cl
o? 2406 Pest Nash Street Wilson, North Carolina 27896 [phone] Roc ky m6ufnito

T TEMP, DIVERSION I' HAY BALES WILL GENERAL NOTES SEE ExCAVA ION BERMS AND/OR CARRY AIP RM UP 3 HIM, TO SILT FENCIN( AY BALES WILL NAT BE AN ACCEPTABLE ALTERNATIVE DEVATERING CONCRETE BLOCIfS SYMBOL 0 SILT FENCING,
AA[A uNDEa ENAANOtEItT R~V.I tt wnneEO CROSS-SECTION SEDIMENT FENCING slDU DF sPluver 2 AND sTRD'PED w vEGATATRAt AND ROOT TNT, rH[ POOL SHEET 2 OF i' ~ rOP DF AEAN 10` MAX, WITH WIRE CONSTRUCTDJN 4 LAY 014: elope GN EACH TIDE M THE ` WITHOUT WIRE) sPECiF[cArloNS ~ rour+~DiTtoN SFAIA.D~ t~Ar (6 MAX,
ARG SNAU. AE CLEAREa R I~ ?AECAON1e Iml, THE FD.L MATERIAL FDA THE EMIANIMENT SHALL AE rAEE 4 TOP ELEVAi101 ~ STaeNA1R w ~ _ E%CAVATED AT LEAST E' B0.0V THE MIDDLE AND VERTICAL WIRES :-_'-._.t.-~ ='r"'='-='' CREST OF Tflr STORM DRAIN PLACE
DF ROOTS OR OTNER VOODY VEGAfCTINAT[RIAL ORAtrIHER - - VER SIZED STaNES, ROCKS, ORGNt ~ YVASICe ;ltlj' OR MTTEA 0 SHALL BE 1Z 1/2 GAUGE MIN, TH"~E E r~ ~RO~asFr~ ~AN~AFtN~sT
OD.ECTIOMBLE NATER[AL• T!E EMBANKMENT SHALL lE J ~ /t STir1E r'~,:' COMPACTED BY TRAV[RSem VITM EOIIIPli1tT VIaLE lElN6 ` pCS(DM SEDpICM STORAGE OF>'iN p' lmll w'.y:• l CaMSteucrEa 'J ~ I' r~`~'' UY MDL f! 1~1 LATERAL SUPPORT AN~TOW VASHOUTS WHEN OVE LO to r IF NEEDED, G1VE LATERAL $I1PPatT
M4 TIC TRAP RCSTpA:e TO / 4' MIN ,r.,. SEDTMENT SMALL K IRTelVEB TOP ANA BOTTOM STRAND - ~ ~ ~ TO SUBSEQUENT ROVS BY PLACING E
ITS ORtGNtAI ODENS1dIS VMEN TIE SEDIMENT INS \ ~ ~ ~ ACCUMRATCD ro ONE HALF <l/D TIC DESIGN DEPrMA SUITAILE I SITED N / TRAP, RE+gVED SEDIIEItT SMALL K DEPO ~ ONE HALF SHALL BE 10 GAUGE MIN. - % {WOOD STUDS 7FIROUGFI BLOCK ~ ra OPENINGS ~ wa ~ ~ A F,AREFU I.Y FIT HAROVARE CLOTH OR
UPINm AREA er SUCH A NAIBER THAI IT VDl NAT ERODE. STORAGE DEPTH fr 7~ TFIE ,RAP L,NLLL AE INSPECTED ~ Ta~SRS(w~iL~ ~iNSPECTEe I ~ MAxDASt ~ COMP NG OVER EAU. BLOCK (OPENING TO
AND VEFJQ.Y AT A MINeB1N LED 1 SEDIMENT COLIECTIwI I coIwACTED DAILY DURING PER100S OF ACTIVE OPADBta REPAIRS SIIALI AE PRIOR TD ClEANOUf H0.D GRAVEL ]N PLACE. I GRAVEL, D/1-l/E INCH 7. USE CLEAN
MAOE ~ ARTH EMBANKMENT SLQES BIIAIL >E AI OR MttIR J T AND Alm ?RL ! r i IN D10~THE~BLDCK ON A ELOPE TOP I OR FLATTER AND SMOOTH IT TO AN
oNL~L xiaB~ED a Mor°APr :Eames SEE VEIR CROSS- SECTION, SHEET P f NOTES• WIRE FILTER FABRIC _ Ev>~N~? 137 VAS14:D STONE
sTORACE AAEAS ARE tMDVN RaJIMaA.AA ra aLUSnATW _ Jr KEY ?n i+aTTaN ura NOTESI rstottRACE~Mfu~T ~Pnovt OF RlP RM - _ I. 4. iF ONLY STONE AND GRAVEL ARE USED, I T
LENGTH ro YIDTH MIDI DF M MUST tt MADITAlIE0. v LEOtDDiM 13, MDl Ir ~ YDTE SHAT w FLOV Ts LIMITED, ttsD+[Mr ratcE eAFnES IN BE utt ro 1N YIDTH AND ~ " aF ~ =T III=1 I I=1 I I=1 I I-III=1 I I-III ~ T~~° TIC "4~ 1N YIDTN AND SHALL NAVE A MINIMUM No STEEPER THAN ~L LEAVE A MIN 6 UNE V[RES VITH 1P' STAY SPACDVG~ FILTER FABRIC r"t :LOPE, GRAVEL F0.TER 1 n. WIDE LEVEL sTpaE AREA
MCR[Att LOATN w TPAVEI ANB «TTLUw EYFICtENCr, to 6 UNE YI aEavurcs tTaRADE • aNS cs, Pu uMDDVaIES AtlK BETVEEN THE STRUCTURE AND AROUND FILTER FABRIC TlIALI IfE A MIN1MlA1 aF THE II%.ET TO PREVENT GRAVEL FROM
vqR lEnaTx slKl ttBIOED ?DA 7M[ TDfAI nnAINAGEARAA, ~ ° e ar aNU xDT K ~ IMAM NIM LEMaTN atDYll DN tMls pelT, S 6' MIN FOR EARTH FI EMBANKMENT CNel1 ~ ~ ~ 36' W VIDTH 36' IN VIDTH, SMALL MEET TFIE AfQU1RE- FILL ENTERING INLET• ON THE SLOPE MENTS NCDOT SSRS SECTDkI 1036 fOR COMPACTED TOWMD THE IIA.ET, USE Si01E 3
10' MIN B(DES DF BPILLVAY TVPESB, CLAS ° WTLET APRON r Net BE FASTENED TYP ASS A F0.TER FABRIC, AND SHALL INCHES IN DIAMETER OR LARGER. d+ E 3, CL THE SLOPE AWAY FROM THE INLET USE BE FASTENED ADEQUATELY TO THE V1RE AS TEMPORARY SEBBIENT LIE-3l4-INCH GRAVEL pICDOT N 37
L DIRECTED BY DIRECTED BY THE ENGINEER. PO0. MIRE SCREEN MASHED STORE) AT A MINIMUM THICK- - _ ~ - DEVATERBIG NESS OF ONE FT,
N ~ STEEL PD ,I' ,.rt,?,•;l~ •s . •n ~ 6' AND BE ff Ti POST SHALL BE 3'-0' IN HEIGHT MAINTENAt~E L INSPECT THE BARRIER AFTER EACH RAIN STE<X T~ e' AND MAMF REPAIRS AS NEEDEA AND BE OF THE SELF-FASTNER ANGLE STEEL ii iii ,i, ; I ~ ~ iii ,Ti
SYMBOL R AREA MIN, WEIR LENGTH , r •~,.N;'f%.~,.,• TYPE, ,r.. n fr • aJAS b DR N eBP AM DISTU BED ~ r Mill ;o~~;i.y'~•; Rt VOOD POS TYPE. 1,Q. P Na , a''~ . E REMOVE SEDIMENT As t1ECESSARY rD J, A. , v"... I6 PROVIDE ADEQUATE STd1AGE VOLUME Fpl
NDTE+ iMS 1ClOI IS idt UES TNAN FIVE m AI~ I'i'~',,• ! r; ~i~„~'Ja•,,,• 1 4.0 of BuTUBEe LAMA aR A MAxeAN SIOetV ~ ° r HEIGHT AND ; MOOD POST SHALL !E 6 TO 7 FEET IN 4~ C MAIL - ~ ' ~ " I SUBSEQUENT RAINS HEIGHT AND 3 TO 4 DVCFES IN DIAMETER. 3 VTEN TILE CONTRIBUTING DRAINAGE ARREEA
2 6.0 ~tt?al e~ASI~NS~utt pTEv~ WIRE FABRlC WIRE FABRIC SHALL BE FASTENED TO WOODEN ~,1~ HAS BEEN ADEQUATELY STABILIZED, MOVE PAST WITH NDT LESS THAN 9 MIRE STAPLES DROP DM.ET ALL MATERU{.S AN ANY UNSTABLE S01L, AND
SE~eARNY BASeS DR Rape DAMS OR REDUCE b IfALt1 BTDK ~ POST YITH N 3 8,0 aIADNOC AREA Br USDtG MULTIPLE SEDetENT VEDI LyENGTlp~1 ~ 1 1/2' LONG, 1 1/2' LONG, EITHER SALVAGE OR DISPOSE ~ IT PROPERLY, EXTENSION OF FABRIC AND WITH ~"TC BRING THE DISTURBED AREA TO PROPER GRADE,
4 10.0 Ttuwl: 12,0 NT FABRIC TS~BN4IZEON.INBpRE~ARFaSI~~~ATIM.ET. WIRE I 0 ~B,~T
cs•rrrroU ruorvlru gEf~ AND PIL R PFRSPErTIVE VffiV
TEMPORARY SEDIMENT TRAP SHEET 2 OF 2) TION L FENCE RARY BLOCK AND GRAVEL DROP INLET PROTEC TEMPORARY SEDIMENT (SI T) TEMPO
TEMPORARY SEDIMENT TRAP (SHEET 10F 2)
PAVEMENT OR
STREET STONE BASE NOTE
NOTE+ SEDIMENT DAM SHALL NOT BE USED IN A
STRUCTURAL STONE SHALL BE CLASS 'A' LIVE STREAM, SEDIMENT DAM SHALL NOT BE SEDIMENT CONTROL D FOR DRAINAGE BASINS EXCEEDING FIFTY sr~TlRAI staNE STONE USE
" : STONE PER NCDOT SSRS SECTION 1042 ~ PIPE A Y (50) ACRES,
SYMBOL SEDIMENT CONTROL STONE SHALL BE A A A Y
N0, 5 OR NO. 57 STONE PER NCDOT SSRS SECTION 1042
r oN EACH SIDE of nE STRUCTURE - .s. soa. DR GRAVEL DIIE D FI,Ov- CONSTRUCTION L LA [NE eLOdc . ~5, Mar BE NECESSARY
SPECIFICATIONS AND INSERT A 2' x YOOD STUD TNROUGII THE BLOCK VOID AYAY FROM THE DN,ET OPENING TO ; BEHWD CURB 1F GRWIO ALLOV FOR IP/ERFLOV, LAY A ROY OF BLOCKS IS LOVER THAN TOP ~ FLOv
AGAINST THE VDOD STUD ACROSS ?NE FROItT Oi CURB' THE BASIN TRUCTURAL STONE urrreElA~lt
L CAREFULLY FlT HARDYARE CLOTH (1R CTIIPARABLE
MIRE MESH VTIH l/2" OPENIING OVER ALL BLOCK OPENINGS AI.LOVTNG ENWGH APRON FOR THE GRAVEL eEe ND'R POR roar DeeFa4PTlDlt rAlaRlw P01T BIMiCM04 rL
FILTER TO ANCHOR THE MESH AND ENlX1Ii1 IESH MA10 TO OVERLAP CASTING AND COVER DVERFLDV,
3 USE NCDOT AS7 OR EQUAL CLEAN GRAVEL TO 1TP ~ BLOCKS PI.ACEO AT 81 OR FLATTER SLOPG CTGUTTER T"'- NOSEDD+EMr CDNT14 stolE :MALL eE Na s aR to sr.
SEDIMENT CONTROL STONE VIBE NESM awa. BE Row Row HARDWARE CLO1N 21 GAUGE Irl
STRUCTURAL STONE s AND SMALL HAVE U{' DYpI SED1 MESH OPENO4SS,
MAINTENANCE L INSPECT THE MRRIER AFTER EACFI RAW AND MAKE 11p OF VIAE 1~3l1 SFNLL R STONE STONE A MUVIMJM OF 014 it0~ IELOV THE SHOU.Dd1 OR AN7
REPatRS As NEEDEa 12' I8' 12' STOP DIVERSION POdT, STEEL POST SMALL Ti 9 FT, AVERAGE IQIi ,
PRavtDE pun WLEt MIN. 2' MIN. L REMDVE SEDIMENT AS NECESSARY TG VOAt ADEQUATE ST(BiAGE VOLUTE FU! SUBSEQUENT RAWS, ROADWAY $HOUI.DER AVERAGC 1t01I M HEIGHT, 1rf INSTALLED L3 DIMENSION DIMFJISid1 FT. DEEP NINIINM, AND 1K a VARIABt.E a%y,cTR_ Eu~1 V[OT } ~
s, vHEN THE taN TAtBImNG n~A~a~EVE Au~iu?~TERU~ia+ 18' r0 F0.TERE0 VARIAILE SEA TENER M41LE F0.TEAED
ADEQUATELY S BaIZED, ` DIVERSION POINT MIN, ~Oy.... AND ANY UNSTABLE SOIL, AND EIiIER SALVAGE OR DISPOSE tF PROPERLY, BRWG THE DISTURBED MATER VODD POST SHALL K i R. DI MATER S FLDV JIECTION ArA NEB#tT, BE ONSTAtIED TQ u SECTION Y-Y
AREA TD PROPER GRADE, THEN SMOOTH AND T-6' MIN EDMPACT [r, APPROPRIATELY STAB0.IZE All TARE woe npy 18' PIPE MAX, Ft. DER IQND4et, Mp IE ~ Posr ~ A SINGLE-DIRECTIONAL FLOW Iz' rHI K
AREAS AROUND THE tMLET, x SEDIMENT CONTROL STONE MUL'Ti-DIRECTIONAL FLOW ~1TlRI ~ { fT, L T
?6• x e• z e' N0.LOV
COItCRETE MASOItARY ,~LEVnrta~ BLOCKS I I TEMPORARY ROCK SEDIMENT DAM TYPE-A
TEMPORARY ROCK PIPE INLET SEDIMENT TRAP TYPE - B • ROCK INLET SEDIMENT TRAP TYPE C
K AND GRAVEL CURB INLET PROTECTIGN TEMPORARY BLOC
SEE TERMINUS DETAILS A 6 B
T 1. M BEINNK%f 19 CICOUNfEp?D NRMN 1ME LRKIf
TEMP, sTONE TRIANGULAR S~PALE TRAPEZOIDAL CHANNEL OF THE 70Ew11L, BEpN TOEwNI. OH IME eC040CK OA A4 DAIOCTBD BT llt DI0IEEIL
BASE OF DITCH DITCH CHECK ppVENENT L Q el0. A M/ pgeRl (MIL ee0. FOR
SLOPE UM OR FLATTiFR A IY1I~IIM 11011e At0 YNee1 peleQ fOT1eL
' EDIMENT 12' MIN• aOPE DI OR M ~ >L OeM! M41 M eM 1Ae 10 R OBMDIIlD N tY 1K
FLATTER FLATTER l 11N. 1. Ooel41ID ON ML ODIOled4 TAkTFRD :talc ~ a~ ~ T TON NDTE SEE TERMINUS DETAIL C
- - - EDGE OF PAVEMENT 3' MIN FLOW ' NIN 2 ~ A ~ a r eK ~ ~ ~ CONS RUC I S
' c~' E 1 ~ ~ 1e? e1Dlt L FD4: GRAIE, LDE, FERT0.I>![, MID SEED 14~ M M !L IOM 1P lY41 A 11MMM PR[OA 19 BISTALLDIG EROSI~I MATTING 0? r ~ E INSTALL MATTING VITN DDTECTIaI OF i1.OV,
OPTIONAL TYPE ' ' STRUCTURAL STONE 9~~ 2' THICK #5 OR #57 5" SILT BASIN 1------- SEDIMENT CONTROL STONE BACK TERMIMIS DETA0.~S ~ ~ PRESS ENDS 4' INTO SOIL
SLOPE MIN a LAY NATTDIG Fur vin4lur STRETCHING AROUND STRUCTURES AND C rM, pAte A t'-s- aAeB A ~ ~ STAPLE SECURELY.
ELEVATION VIEW \ 1 rrlla u' rM. a u' rM. a~ a r-r aAes e
ISOMETRIC VIEW TM'~ss n' Fang LAYER - :GRAVEL GR FABRIC! te• wL a r-a' aABB I TU• Iw aABS I o-a teAae e
wl, a t{' MN, aASS 1
NATURAL GROUND NATURAL GROUND >[slol FLDY DEPTH EATER LAYER ~ PLUS 6' FREEBOARD THICKNESS IT) ~ FAIRIC) SEE TERMINUS DETAIL D
1' MIN. 1 MIN, >KSfT~I FLOV K1r1Il _ _ PLUS 6' FREEIOARD 0
_ ~ I-I ~ I- _ ~ I
I -I ~ ~ ~ I f~IR1tlIL • • OR 11' STOI[ AS DESCRIIEI N tECT10N •I -I STOIC SMALL !E tXASt A , h MP MM N, tlDlp b' cQUwe Dw1ETCt a Pre
-I ~ _ aTt r' STONE SIZE T~CENESS (T) II14P aF THE NCDpT srAlroARO s(PEpfFICaTIaNS FoR Rows ~ sTRUpTIIRES IssRSa I FATER FAIRIC FOR IAiDERLAYNENT SHALL MEET REQUIREMENTS DF iOCflON 1036 a eorTw reDrN a {+wML
CROSS SECTION CROSS_SECTICN cll~ss A 9' c~RAD~En ~,~s ~ ~ ate, sTa~ M~ IiSAD11T1oN D..-.i IQ D
TCH TRAPEZOIDAL DITCH CLASS B 12" REQUIREMENTS FOR A57 IXi A67 STONE MIN THICKNESS,) VE_E- DI YIDTH AND SHAPE OF DITCIES SHALL IE AS SHOYN ON THE APPROVEI now---. IMM aBwa
CLA99 I 1B OR AS DIRECTED BY THE ENGDtER, u
NOTES 4» ALL DIMENSIONS ARE M[NIIAM UM.ESS OTFERVISE NOTED ON PLANS. CLA99 II 2 CHANNEL STABILIZATION WIEROSION MATTING (SHEET 10F 3)
STRUCTURAL STONE SHALL HE 'CLASS B' STONE FOR EROSD71 CONTROL, ' ~I~1~

HANNEL LINING CONFLUENCE & TERMINUS DETAILS FOR RIP RAP
STANDARD RIP RAP C TEMPORARY ROCK SILT CHECKTYRE-B
Certification by the Cit Engineering Department that this onstruction Plat
meets the appropriate City Standards.
.~Z Date:
C En in er
CertlflcatJon by t Department of Planning and Development that .this . n~tructlon Plpt
was ap r ved by the City nning Board on
t~` da of w1 20.01.. Y -r--
ice... g-3 a o~.
P:\02PROJ\8270\8270-LDDT\ wg\B270A-DETAILS. WG OA/12/2002 02:43:24 PM EDT
B Date JUNE 2002
' N n~ • _ _ _ ~'rn'nr~ rr.~~rm ~ mrn~T T?T,.
erring-Sutton & Associates, P.A. CARRIAGE POND SU ~ Engineers -Surveyors -Planners SU13D SION OL 1 J1ML' 1V 1H11V1V ~ceue may "tee ~AND EROSION CONTROL x,T,e, e~oA-D~,+U
,to N.C. DETAILS Sheet No. D4 or
~ 2406 Peat Nash Street Wilson, North Carolina 27896 [phone] Rocky Mount,

UPSTREAM END OF
T n STORM DRAIN
~rYPrcAt sTAP>.>; TrnrcAt SfAPLB S Y M BO SYMBOL 1J
TERMINUS DETAIL A TERMINUS_DETAIL B PATTERN 'A" PATTERN "C" TDP END a THE NDTE~ TAMP T?lE TRENCH ?IA,I. a mtr~ 0' ~ NDTE~ N~ATTING STAIPS IN A TRENCH w SECURE VITN A AI1V I)?' STAPLES, l CDNSTRU 1/3 PIPE
w w OR NDRE IN DEP11i w w SPACING, DOVN PADN THE TRENCH CONSTRUCTION L aEMOVt AND PROPERLr DisPDSE Df ALL TREES, BRUSD+, sruMPS, AND OTHER OBJECTIONABLE MATERIAL. r nIANETER G ENSURE THAT TILE MINIMUM CONSTRUCTED CROSS SECTDIN~ EPOIN/T THAN THE DEE IGN ELEVATION . _
18" w w w w SPECIFICA ` rL ENSURE THAT TFIE TOP ff THE DIKE IS NOT LOVER A >PECIFICATIDNS PLUS THE S?ECIf[ED SETTLEMENT.
w . - x x x r w TO PERMR NAIJONE REGRADING AND 4, PROVIDE SUFFICIENT ROO11 AROUND DIVERSIONS Z ~
w 3' - w w ~ x x CLEANDUT, a VEGETATE THE RIDGE 1MMEDUTELY AFTER CONSTRUCTION, UNLESS IT Vill REMAIN Qr I ~ `'I BURY BOTTOM ~ / OF PLYVOOD
w 4 - - w w ~ x PLACE LESS TF1AN 3D VORKING DAYS. I ~ . I
w o w 0° 6
w _ x MAINTE - _ 3' MAINTENANCE INSPECT TEMPORARY DIVERSIONS ONCE A vEa AND AFTER EVERY RADIFAL4 INNEDIAT YLY ~D REMOVE SEDIMENT FROM THE FLOV AREA AND REPAIR THE DIVERSION RIDGE. CAREFIILL PLYWOOD INLET PROTECTION
- I.- _ ~~I-~ -f~- _ x ~"rp AL , TYPrcAr. STAPI,R CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDE0. VHEN THE AREM PROTECTED IS PERMAI[NTIY STABILIZED, REMOVE THE RIDGE AND THE C1NNt10. TO BLEND VITH THE
.I .III=111L= =1~-111= 1= PATT>SRN "B" 4 x x PATTERN "D NATURAL GROUND LEVEL AND APPROPRIATELY STABB.IZE IT, STEEL FENCE
UPSTREAM END OF POST RYPJ
TERMINUS DETAIL D ~ x ~ O x TERMINUS DETAIL C 1.S STORM DRAIN 1/3 PIPE
ItOTEt ERDSIGN STOP - Fd.O a MATTItIG w IQTFi OVERLAP -BURY UPPER END OF w BURIED IN SLR TRENCH IWD x x x x X X COMPACTED SOIL i?' MIN, ~DIAMETEp
w w LOVER STRIP AS IN 'A' AND 'H'. w w AND TAMPED VITH DOUBLE ROY w ~I~OV OVERLAP END ff TDP STR[P w GF STAPLES,
w * IH' AND STAPLE, w w ~Rpy . 'TYPICAL STAPLES 3' 4 x x x WASHED STONE FILTER
w #8 GUAGE WIRE ~ ACROSS PIPE INLET .r.. .r' IS' MIN.
6 x x 2 .'y` 'i • ~ y
w x x x • o w ~ 1.5' I- - - HARDVARE CLOTH
= I- =11 -I =III _ I-II I =11 ~II~III-I N , X ~ L~ - - =III 4 x x x _ _ _ - - _ _ =III =~=_ffl~llll_ 11= 6 0 R 8 =IIIL-III~~-~fi1=111= _IIICIII IIIL I -
TI~11-1 11= _ ~ _ 6' TYPICAL STONE FILTER INLET PROTECTION NDrE~ ~ PARTIALLY COIR'LETED STORM DRAINS SA HLOAY IN ACCORDANCE VITH THESE EC
_ . I = I I- - - X X X DETAILS
PIPE INLET PROTECTION PLYWOOD & STONE)
' CHANNEL STABILIZATION WIEROSION MATTING SHEET 3 OF 3) 20F~~ ~ TEMPORARY DIVERSION BERM
BILIZATION WlEROSION MATTING (SHEET ~ CHANNEL STA
e®t~ sc~u~
SEEDING (PERM.) TEMPORARY SEEDII TEMPORARY SEEDING (FALL)
. lemNa unala asrala INauiE ~ tacnao:
SYMBDL ~ ~ woo Mac DW~O crc (atnq 10
~rtM.wa ~ w asDSw Islatta t®w ras
aaaMa MNS ~ n~ Mo Pt ni tlotcaatr+r? to sat n
coax Punt No PaBraNr-AUa ta- aeo, 7e ac. Alapaaa
50' MIN. A?TIOI~F'ER0810N ''1A0ioo'~Rx a'~as~is m ~ Mo~NNO~r Roan to s~p~ aoa. noma tNRai RDU A•Peawa ~ apaaa. aET NNDw Alo noa+rE ma[ pOUCN aa. ton pt n!D E ~ p AA[ A"rr +o-+o-a n Q ~ 1p00 W W~ ~o-~aa ~iea~mrt~ aROUO Ataoawax uaAaa Mo
O ~ ~ nAat Nua
o t. aerAw CDPY a AIPRDY® arcyarATroN dald CDNTR0. rLA?I 1anm1 ArA, a NsD Mla. to AHO to la/Aa[ alaarN~r aR to uMal[ At1lY w a11N+lalAe. PaAR tD ra , DR ATIFJI la raD rn[ RI[ i CgRACT tttt a ROLxY MOIRR I]talFAytO OaPM1MdT AND AD1aR ~ p A coal AROaa~il ~ta trat ~~ioa'L AOaK a~i man an~wr~ aa~i r~ii ac 11®p A tAaL11 pOOala 1x0.. _
a DATE THAT WD patUNBatD ACIINIE3 YaU. eEaat CN PtlO+ECL Ilemalo Nap Yaa0P1a!
ti w 12' MIN, a NsrAU APPRanAIE mraRARY smaKNTATioN-atoaoN caNtRaL arm ~ ~ waswloE a: Atp Ted caaEnD[ CuNa1w A`tD anleeRa runt ACIMTr. s+~ IRK to- rvL sr Na la- ASR, r v ~ caaotcE Rouax auoNa a s~ A?ro YANTAN ALL gnaetttla~rlsste,oll o0I11R0. aEn. aDR >e ae~ t-oa~t nor/,wal~NO Ra~emla aw newt A1al la9mac owPam A6a BBIIIIaNr. 1cPBloc aaN w u A9ti v ¦taoccN ~ ivAnx. s rt ~Mr m onao toroaMr aatlt
RaASUISas aESpo n ~oe a NsrAU spar sswswr 0? sNDrNJ Alo sRaofECr NinssIDRN~cN~nlE Pu ~ aea ~perRa ru.q aR ricuRra ac(ao aa[ t o+oarm ami' tat ri Ncua~c R w+r a waOO~iveaL rtpq a aoac~t I~a'wl
PROTs3CI0Ra Ato oDIaII AfPRaIrA1E rtASUSES As J a aTASSSnE Batt a A1r/la NIE NgItsINT w lD Hash aRAa 11tH KOETATIpI, MNN p101 Q 6 MIN. ~p ~ „~„~,~,y~ ~LO~~i I~ o~wroa'°r°dsoa~j06NID"Hi 1EMMPORARY SEEDI 1EMPORARY SEEDING (WINTER/EARLY SPRING)
` ORROY glIPAt1CN ?ADA tR/~ to-to-ro raluaR. 2-3' COARSE AGGREGRATE T• 1NnALL MANOR ~I`~AR s sapan sNNna G MFEN OON51RUC110N n CpAER AND AU. AREAS ARE aTAHiJffD CCaN114Y, CALL PdE aaar uaun
NSiPEf;110N BY ST:UaIE11TAliDN-QDBN CCIITRCL NSPECIOR. NRt 0. F 311E D REYDYE T8IPCRARY g4EA910NS, SILT IDtCt 'JEDROIT !A*1!, [TQ A!0 A1NU' 1AOa la ?aAE pMHI aIIMN dl WlM10a C~DiI~aR~a0,1 Ng11B1 NAPwa ~ raaaa aAC Ny+aD
SQD d1 PAK NIY (E51JL1ND BNE AAFAt alaMlM A WlQ1 N~IRIO!!17 TWI. ~aBH~TMIRI~ MADE! aRKI~ ~R~MI ~ p~ a K IIND A! A IAALII ANCH01!!A 1001. A ~AM1 IafFA/l ~ 1 ~1I/~O~ N I~YDIR ~
RMII61MA;a 1 NgM~lAlll) b aar part. ulsot rtes aantoN 1e~aaar aotat r aor to alw
r aERrtN r tpa tww nALY AHKl10L N 1K arao Yoti ADDOaM ~ ~ pml r1a IN TD EOL i(fn g110101E11 MRI SOTaia~~~~Mp ~ tmNO ,pc >tnoato oao
CONDITIONS VNERE uAwwr Y~allll w w to • wn?"erw /M w ~a r«r aAlti~ CONSTRUCTION iwr~w +N~w iwl~V v~ w N +~w~w+ ~ w .wr It~1~' wloEEn ~Na aanCEA s wr>m ?ww >tEmEa Dap S pyk rw • ItM1` rM I~r -one a.a.nw rw~ I~.I+ ~+t SPECIFICATIONS ~ a~ ~ PRACTICE APPLIE a r.a~r a plls w Fw11 ~ w Ivld~ pi1/ w ~r rraa «i w piw, w Eaaw moo n YOUM~ ~n~ar moo m ~ a- t~ iH
DESIGN CRITERIA Aay.o..w alrw. e-a hd~ ..M+.ta» '"w' N TEMPORARY SEEDING (SUMMER) rmaRp' ' R"'' ~antatr- yp, + - wY ~ auurp, npn - ooo, ~ - AML. to
paYI1 f al.wr MrM ~ MM wM? M a wiiw~ W • Nlrr MgYl1 IaMa~ OOltfll PLW - 1 r"da~"p ~ hqw we 4 a+1 a~ rN.t1 w1."1/ wr ~ rhMM • w rwr.tr" h taHtlw IRIRA[ NR. AtOpRRlI ax MOOdII
I"tIMC. M1w .W vw 'MkMr~ "yM MN1v MM1M ~t M wry p~ 1yi uM MMh ME a~lA~ aNt rMiaw YMon wl h a .wtw M prIIM1 Ati f N~ Aw M~a IR1B » IaO~W l' LnvMi _ MAINTENANCE ~airvuetbn aatarN Y~otpltyp7~L to- acio'~re~ aaaao Awouuuiw, tmt
UntMrlatap auutrVC1Y" a~tMaa w hYb N ~ WlldN ~ ni1 "aY i'Iau'• MrMC t~rwllq aNA PM IYL11 Mt1' wa nhlal. hlpaet Mr 'w w t?M aA"'^t w r/w M ~A u..ha w ah w a ra++. ra. ~ wNr 7 . MIIINI'r. uwa.>MY .I.~w .N ab Jrctbn1111 wwla ~pu.a .Irr11 N M NnadR M awu.N0at1 NMI 1111 t aq,r. wW AwY ItHy 0'~ w aMr.ne1.. y.aa.h pWk nala Ir 1raC"e ante puce .aae..ya. NRIIRYIm AT A IIR Qi NI ASEL A1RY 1~ Wlpt NM
Y/~.p ~yu+y at W AM w IwA Mat "wt N tlr aW w II~t ~N 6~ NI A fYDI N IOIMa 10 wiw.H Y?// wNtlel WvNhp aqr tic pnY11. Mr ttY1 MwM l® Aa A IaaCl A1R1p11 w ~ w n a~o~ma. Aoec r~itN a, as Mw~ar~iawlNr~aw tt lp®p A lA1Cl AMCNOIaaI TaOL
w1"d WM~I'q .hg11 M 411 a" N a'aa IN~tlp4aaa11 ~MM O'~e1M1 Itp" 1M1 RaIAeARR~ LIE' to Awn M~iuai b .Iw~ilr,p~ivaa'ar~iveAml ati a+FMM. A r.G~ aaf a~ Pa1RIDR- WY 1- Aw 16 aalaa+. nwl- A1R lo- Awn If~NAOMIQ AD910.R I M0a7N 1 Mar ItALYa/Cm1a0L sag a~iaaQ< N• tattat
aN. AtalRla)In Y®MILLY lallarr/ NaalO1 011 Nwott DOrR
RAVEL CONSTRUCTION ENTRANCE , ID/AD[ ~na~aaa.NNe G
AIPLY 1,000 lH/K1~__SIIIML NKAMIR MIEN Rr 1~NIM tRN Al~laE?r ILNNa I~KD ~IIUTAI ANCIIOIIND 1001 aIM NAQa fQ Inaa1' aNAF ON K
WIRNJUMOE
~U6~Y FOUAai 9bN01101Y011f11 ~ ~g /at MApI
Certification by the Cit Engineering
Department that this onstruction Plat
meets the appropriate City Standards.
7. U Date: ity gineer
?1.,'
Certification by the Department of Planning
and Development that this Construction Plat
was ap Xed by the City P i~Ig Board on ul 0 day of 2 S~
ectOr
1 0-02
_ 3
P:\O2PROJ\8270\8270-LDOT\dwq\827OA-DETAILS,DWC 08/12/2002 02:43:24 PM EDT
Rpv;ainn Hate By nAt.R JUNE 2002
erring-Sutton & Associates, P.A. CARRIAGE POND SUI SUBDIVISION SEDIMENTATION scaw t AND EROSION CONTROL " f [lt~.CDETAILS
Engineers -Surveyors -Planners Rocky Mount,
~:;ry ti~ ~ FS 2406 West Nash Street Wilson, North Carolina 27896 [phone]

COAIEO STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS MANUFACTURED BY ADVANCE PRODUCT SYS1EL15, INC., AIDDEL SS1, SI;
OR DY CASCADE MODEL YCCD-DOa, OR BY sPIOER MANURACTURING, PROPERTY INC„ MOOEL SP-1 TNNU SP-20 UM AMPMOVI:D fOUAL. HYDRANT GENERAL CONSTRUCTION NOTES PROPERTY FIRE HYDRANT, PUMPER NOZZLE
LINE--~ ~rr1~"••• ROADWAY LINE Q O TD FACE STREET , NOTE( FOR HYDRANT INSTALLATION ON
Q ~ ~ THRUST COLLAR ~ ~r. I EXISTING MAIN, USE TAPPING SLEEVE FIRE HYDRANTS HYDRANT SHALL BE AWWA C502, DRY BARRELL, DRY BONNET, THREE-WAY HYDRANT WITH
j ~ j I 0° AND VALVE PER STD, N0. 5.12 3' 6' MIN, BURY, 4 1/2' MIN. MAIN VALVE OPENING, 4 1/2' PUMPER NOZZLE, TWO EACH 2 1/2' HDZE NOZZLES, REPLACEABLE BRONZE NOZZLES WITH NATIONAL STANDARD THREADS,
i a I ~ I c I I N ~ ~ A i BREAK-AWAY TRAFFIC FEATURE, AND BRONZE DN BRONZE SEAT RINGS. HYDRANT SHALL
5 MIN S M! ~ PAWEiAENT m Z a ~ VALVE. BOX PER HAVE PENTAGON SHAPED (5 SIDED) OPERATING NUT AND SHALL OPEN TURNING LEFT ~ ~ STD. NO, 5,9 (COUNTER-CLOCKWISE)
i
(emu SIDEWALK MANUFACTURERS( AMERICAN DARLING MK-73-1 r.: , • v . PAVEMENT MUELLER CENTURION A421
. 3' MIN. ' KENNEDY GUARDIAN ' ~'~••A'~,r '
.:ri CONCRETE THRUST BLOCK ••'?';iwr, I 36' MIN. ••y~.; • EXTEND CASING TD DITCH BURY LINE AT ALL 4S DEG. RENDS • BURY LINE :•,'r~, t . o WATERDUS TREND 100 I
36' MIN. IN CUT SECTION OR 5' 3/4' THREADED BOTH RENDS Y !0 CU. F , N ~ • 1 T RUSTOLEUM #964 !0 CU. F . M N, 6 AWWA C509 PAINT CHAINS SHALL BE REMOVED, AND HYDRANT SHALL BE PAINTED WI H
~ STEEL RODS BEYOND TOE pF SLOPE CRUSHED ST 1/4 STEEL PLATE CRUSHED ST NE I GATE VALVE W/ FEDERAL SAFETY RED. NOZZLE CAPS AND BONNET SHALL ALSO RECEIVE A CDAT ~ COMPACTED BACKFILL MJ CONNECTIONS DF ALERT SERIES 1440 SILVER WHITE AS MANUFACTURED HY FERRO, INC.
ROD REQUIREMENTS -i'------------ -r----------- (TAMPED IN 6' LIFTS) OIL/GREASE( HYDRANT SHALL BE DlLED OR GREASED AS RECOMMENDED BY MANUFACTURER AFTER
~ INSTALLATION.
SIZE OF 45 DEG, BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED 2'-0' 7'-0' 9'-0' 2'-0' 2'-0' 0,25' MIN. THICKNES 6' DIP BRANCH PIPE (5' MIND .ti`.; RESTRAINT+ ALL INSTALLATIONS SHALL HAVE CLASS A CONCRETE BLOCKING PLACED BEHIND $OTH
6' 4,328 2 STEEL CASING 18' JOINT pF Dd. M N TEE AND HYDRANT, EN LIEU OF THREADED BRIDLE RODS, APPROVED GRIP RING OR
g' 7,694 2 PUSH ON JaNTS 12' 11,312 2 ~•r LOCKING FLANGE CONNECTIONS MAY BE USED, BOTH GRIP RINGS AND LOCKING FLANGES ,:iv. r~; ~ SHALL BE U.L. LISTED AND F,M, APPROVE? WITH A RATED WORKING PRESSURE OF NOT
16' 30,779 4 NOTE; 1. ALL PIPELINES URGER THAN 4' W N0111NA1 W51DE DIA4ETER INSTALLED BY BORING ANO JACKING 20' 48,091 6 SHALL BE WSTALLED WITH STEEL ENCASEMENT ~O.Z50' MIN, THICKNESS - - LESS THAN 350 PS1 WITH A MIN. SAFETY FACTOR OF 211. LOCKING FLANGE CONNECTIONS
24' 69,252 B L ENDS OF CASING CAN HE SEALED USING A NDDEL AC PULL-ON END SEAL GASKET, AS MANUFACTURED BY T ~ _ - '-I SHALL ONLY BE PERMITTED WHERE PROPER PLACEMENT AND GRADE ADJUSTMENT CAN HE
1, ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE ADVANCE PRODUCT SYSTEMS, 1NG, OR APPROVED EOUAL 1N LIEU DF MASONRY FILL CONC. SETTING SLAB 3/4' BRIDLE RDD & TIE BOLT 1,_Q, PROVIDED, 1'-3' X 1'-3' X 4' THICK EACH SIDE W/TWO COATS OF CONCRETE
COATED WITH 2 COATS OF BITUMINOUS BASE PAINT. d STEEL CASING SHALL EXTt?ID A ulNUaup of 3' BEroND BACK OF CURD, 51DEYlALK, OR PAVEMENT EDGE FOR STRIP PAVED STREETS, CASING SHAH EXTEND TO DITCH TH CUT SECTIONS'OR TO 5' BEYOND TOE BITUMINOUS COATING THRUST BLOCK CONC. THRUST BLOCKING TABLE, WELL-
2. CONCRETE SHALL NDT CONTACT BOLTS OR ENDS DF NECNANICAL OF SLOPE IN FILL SECTION& JOINT BENDS. MHEN CARRIER PIPE IS USED FGR CONVEYING UOUW FLA4MABLE SUBSTANCES, V~NT PIPES SHALL BE FRONDED OMPACTED SUBGRADE
FROM ENDS GF CASDVG TO PROPFRTY LINE HYDRANT INSTALLATION GSHEET l OF 2) HYDRANT CONSTRUCTION NOTES (SHEET 2 OF 2j
STANDARD VERTICAL BEND
TYPICAL ENCASED DRYBORE FOR ROADWAYS
APPROVED NETHDD FOR EXTENSION -STANDARD VALVE BOX OF VALVE BOX TOP SECTION
OVER
STANDARD VALVE BOX ~ i Ir
PER STD. NO. 5,9 I RIGHT OF VAY VARIES I IP/iLARCD COIYIECTOR USE 5' HEAVY WEIGHT PAVEMENT
NQ Ia~2! DR M/COMP, CONMECTpft ~ IS~D1 STAB-IN SOIL CAST IRON SOIL PIPE VE BOX o FOR EXTENSIONS 7 4 VALNVE BOX PIPE CASKET V
ROADWAY I I ~ AA>'aovu couK
I METER FDDM CITY ONLY I 5/16'' 5/16' 7 8` 5/16' 6 5/l6' BOTTOM SECTION • N N NOTE+ EXTENSION OF VALVE HOX USING STRAIGHT PIPE 5 5 1 ~ N SHALL ONLY BE PERNITTED TO A DEPTH OF SIX (6') FEET, VALVE
I I ~ FURSHED GRADE " ? FOR DEEPER VALVE INSTALLATIONS, STEM AND OPERATING . " BOX
4' MAX, ~ I N NUT EXTENSIONS MUST ALSO BE PROVIDED.
i I 1/8' ~ TAMPED BACKFILL a OUTSIDE PAVEMENT INSTALLATION CLASS A
~ ' ' C ' ~ :r It1ER IOII N CONCRETE ' • `v. ° ~ -VALVE HDX NOT 't: ~
' • ; RED BRASS OR ~ o v: ~ a' ` k ~ TO CONTACT 7/16 4 5/8 7/16 6 MIN, Q r~.- 9' MAIN NOR VALVE ,
PRNPP ~ COPE I LE ~ THICKNESS
' ' a , ' ' WtADt CLAWIIIG DEVICE-~~Y ' e • . ~ ~ DI "ETEt DBX
• ~ • ~/1' OR i' TYPE COPPER •
, ' CERVKY: PiPC PCAD•ADTII 1-BD NO1.CD .t , NOTE v. v ; ; 4 VALVE BDX SHALL BE TELESCOPIC v•
• ~ ' a' METFRSBD% ATSEMDLY ICU fT. CRUSi[I ~ N 11 W[TH SCREW TYPE AD,AJSTMENT. v. ~ IN PAVEMENT INSTALLATION " v • ' W, MAIN VALVE W, MAIN
2' IRON BODY, CONCRETE BLOCKING :TaNe "'~9ND DAu ~ I N ~ BRONZE MOUNT ~ • 1--- E. VALVE BOX SHALL BE CAST FROM .'v a N - 0 IR N d SHALL ; .WATER ~ v: ; ; r q ? ~ ASTM A 48, CLASS 3 0 ~ , ~
THR ST DL R GATE VALVE RED BRASS OR o ~ " ~ N HE FULLY BITUMINOUS COATED FOR ~ v v:~.a • ;d:'~,g~ o ? DIRECT BURIAL. ~ r
ERRST C ~ NOTES' P M NO 5,20 COPPER NIPPLE 3, VALVE BOX SHALL HE VHX-TE-3B AS ° v v ' ~ •
SET IN IDDLE OF ~ RED BRASS OR 2' X 12' tom sTtP ~ MILLER ~ uTEs~TO~PLA~D~ ICt SET AREAS, FULL JOINT U8 20) MANUFACTURED BY DEWEY BROTHERS, T WELL o SABLE
COPPER NIPPLE ce MAYS sao 3. METERS SHALL HE PURCHASED FROM CITY OF ROCKY MOUNT ONLY. ~ 4. ALL CORPORATION STOPS, CURB STOPS, END CONNECTORS, ETC, SHALL N 2' X 12 Bf SOLID BRASS MANUFACTURED [M ACCORDANCE WITH AWA Cfi00.~.~ N /8' I iu INC, OF GOLDSBORO, NC OR APPROVED SHOULDER SLAB COMPACTED SUBGRADE ? ? EQUAL
DIRECT TAP ON DIAMETER OR 5, STANDING D1 STREET FACING HOUSE, WATER METERS " ~ 11' 4. FOR INSTALLATION DETAILS, sEE VALVE BOX INSTALLATION DETAILS
ARE T BE LOCATED 3' RIGHT OF SEWER STACK. MECHANICAL JOINT Amu orM'~ rA~PSC~L ae°NLMAn~ p ~ STD, N0, 5,10,
TAPPED PLUG PIIECE ~lwa s~oDLesc~•oMPLru10 ~ 5/8~XB3/4 OR CB~ 4~~DF~R~AS~MAtIJFACTUREDIBY2FORHr+4ETER I VTIII AwA CD00 BOX C¢ DR AN APPROVED EOLW. MODEL
, r. 6 7/B'
IT 518" x 3/4" & 1" WATER SERVICE STANDARD VALVE BOX
STANDARD 2 BLOW OFF DETAIL
NOTES L SEE CONSTRUCTION
SPF.CD'1CAT10NS. '„THRUST 2. SEI' STANDARD DETAIL -
Fr< THRUST BLOCK I COLLAR ' K,ATIUNS
3. tx1NCRETE SHALL Bf 2506 P.S,I.
NOTEI VALVES SHALL BE AMERICAN OR MUELLER, OPEN LEFT, TAPPING SOLID CONCRETE OR BRICK 4. REINFORCING BARS - UNDERGROUND CLAMPS AS SHALL BE DEfORMED UNDISTURBED SOIL
SLEEVE AND VALVE SPECIFIED BLOCKING SHALL BE USED 3/4' ALL-THREAD AS FOOTING FOR DUCTILE STEEL ROD (CUT TO NANUFACTURED HY STELLAR AND TIED TOGETHER. CORD, OR FIXIAL SIZED 3. TRENCH BOTTOM W]DTH 1N
IRON PIPE TEE LENGTH) GATE VALVE APPROPRUTE TO VALVE. VICWITY OF THRUST I CLAMPS iOLTED TO STEEL BLOCK(S) INSTALLATION
1' DIP NIPPLE SHALL DE MWD4JM WIDTH,
1 6 BACKFILL 'Y' BAR TAMPED fN 6' -
• • LAYERS. `•`Y i• ~ • ,:-i. i, i.• •r' i i ; Q
• ~ a 0 0 0 1 r ,
0 0 O O PVC PIPE P P PVC PIPE ~,'•~:~r,' •.~~;.i'+ ,i X BAR ~ as 3~
! 3R' TWKADED STEEL • ~ • • t
, ~ RODS ' ' • ` • ~'d•~. i Q ~ ..a:;, •1!w A ~ r
• PLAN ~ 1 ~ ~ o . r. 3' MI . ' usE 2500 PSl ~ o 0 3' MIN. CLEAR,
TaPPUrG THRUST BLOCKING PER MECH. JOINT CONNECTIONS ROD REQUIREMENTS ~ CONCRETE Oi ~ ~ ~ ' ' FOOTUIGS z
' ~ R N R R M . , : . • . ~ ~ REINF~ CI G QU EN
~ VALVE STD, N0, 4.27 BRANCH SIZE N0. OF RODS • , ' ~ ~ o. ' R ' LD. PIPE REBAR SIZE `X' BAR LENGHT 'X' HAR WGHT, 'Y' HAR LENGHT 'Y' HAR WGNT, NO, READ,
NOTES GENERAL NOTES 4" 2 T 6"-36' #S 2'-2'+D.D. PIPE 1.043 LBS,/FT 1'-1' 1,1 LBS. EA. X-24,Y-12
L CONCRETE SHALL NOT CONTACT BOLTS . OR ENDS OF MECHANICAL JOINT FITTINGS, L ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL 8„ 2 4H' #6 3'-0'+O.D. PIPE 1,502 LBS./FT 1'-3' 1.9 LBS, EA. X-24,Y-12
2. SEE STANDARD THRUST BLOCK TABLES, ~ BE COATED VITH 2 COATS OF BITUMINOUS BASE PAINT, 8" 4 EA. S' 3` S' L RODS SHOULD EXTEND TD TOP OF PIPE CROWN, 3, COAT EXPOSED STEEL RODS REINFORCING AR S HEDULE R. x >t Y MUST EQUAL THE SOUiWE FOOTAGE OF AND CLAMPS WITH I,D. PIPE 'A' 'C' - 6'-16` 20`- 4' 30'-36' 48'
FOR AREA OF CONCRETE REQUIRED, O G 2. CONCRETE SMALL NOT CONTACT BOLTS OR ENDS OF " 00 PS1 CONCRETE CLASS B REQUIRED. EXITING MECHANICAL FITTINGS. 12 4 EA. 3. 25 THE AREA AS SIiDWN W THE TAiLE BELOW BITUMINOUS BASE PAINT, _
4, TAPPING SLEEVE S VALVE SHALL BE BOLTED MIN 3, 2500 PSI CONCRETE CLASS B REQUIRED, 18" 8 EA. BEARING SURFACE AREA FOR VALVE FOOTINGS 48' 1'-8' 1'-9' 6'
IN PLACE d PRESSURE TESTED PRIOR TO TAPPING OF EXISTING MAIN, ~ 20" 8 EA. THRUST COLLAR FOR WATER MAINS
I NOTEI . ; ~ 24" 8 EA. NOTE(
THIS STANDAR THIS STANDARD 1S TO BE USED FOR PVC SEWER
j FORCE MAINS' FORCE MAINS OR PRIVATE WATER SERVICE ONLY.
E & VA VE RESTRAINED TEE & VALVE FOR BRANCH LINES TAPPING SLEEV VALVE FOOTING
Certification by the City Engineering
t t his Construction Plat Department ha t
meets the appropriate City Stondards.
v2 Date:
City ineer
Certification by the Department of Planning
and Development that this onstruction Plat
was appr ed by the Cit arming ~oard on ,.._.-~-.r ~ ' F ~ day of 20.x.
a ~
G ~ 3o,az
P:\02PROJ\8270\8270-LDDT\dwg\8270A-OETAILS,DWG 08/12/2002 02:43,24 Phi E07
B Date JUNE 2002
. _
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erring-Sutton & Associates, P.A. CARRIAGE POND SU - Engineers -Surveyors- -Planners Rocky Mount, SUBDIVISION WATER DISTRIBUTION Scale : Map No. N.T.S. 8270A-DETAIIS
`:'b 2406 West Nash Street Wilson, North Carolina 27896 [phone] it, N.C. DETAILS Sheet No. De of a

GRAD GRADE 3'6' MIN. ABOVE T6P MF ABOVE TpP OF p 0
PPS IE GRADE 3' 'MIN, PIPE PIPE
GRADE 3'6' MIN, ABOV T P F ABOVE TOP pF E p '
PIPE PIPE , ~ A ~ 1
A
{ I F-
p p ' 3' ~ 3' ~ ~
A 9 1.
3 ~ • 3 ' ~ .l I r ~i' , ~ .,1~ Z'/ V T ,,.t
\ + w
,,.'r .•.'.I• 1 1 I , t ~ ~ A ~
' ~ ' , ~ , ~ L~ ' SECTION PLAN
;4r•."' ~ 1 SECTION
SECTION SECTION A
TEEr A B C TEE A B C NpMINAI TRENCH ~ a
NOMINAL TRENCH NOMINAL TRENCH DIAMETER A B C WIDTH DIAMETER A B C WIDTH 8'X8'% ' 2'0' '0' 'X24'X6' '6 t'B' 2'6' DIAMETER A B C WIDTH 4' t' t' 2'
12'X12'%6' 4' 1'D l'6' 4 '12 'l 2' 1,4r 1,~, 2,~, • , 4
6' 6' 1'0' 1'0` 2'6' PLAN 6' , r , . , . , . 1 10 26 8' 1'6` 1'0" 1'4' ' ' P t tit ~ 4• a 20 ~ o' LAN .D•
2500 P,S,I. CONCRETE a' lo' 1'0' 1'0' z's' 2500 P.S.I. CONCRETE e' 1'a' 1'0• 1'2' 2's' PLAN 1 . , . l,o. , r r , . 3, r r ~ r ~ r i2r , r ' ' ' 30'X3 'X6' , 2'6' 1' 3'
CLASS B 16' re' 1'2' 1'2• 3'a' CLASS B 16' 2' . , . , , , , 2500 P.S.I. COP 8 10 110 34 16` 1'~` 2'e' 3'4' ' 30'X30'XB` ' ' 1'8' 3'4' P.S.I. CONCRETE , , , , , , , , 2500 P.S.I. CONCRETE • ,t ~ , • 3o•X3o•Xt2' 'to' ra' 3'4• 20 4 ~ 1 6 3 0 3 8 n 'X •X • ' ' ' ' 30'X30'%l6' 3'6' 1'10' 3'B'
REQUIRED 20' 2'1' r2' 1'6' 3's' REQUIRED 20' 3'0' i'a 2'2' 3'e' CLASS $ 24' 2'6' 1'2' 1'10' 4'0' 24' 3'0' 1'0' 3'0' 4'0' SS $ 24' 5'0 2'0` 3'6` 4'Dr .L SS B , , ; ; o' 3 ,%2 , '6' 2'0'
30' ' ' 'a' a 6' 30' a ' '6' 3' ' a' r REQUIRED ' ' ' ' a' ' a' ` REQUIRE ' JIBED D , ,
11 14° B ND TREN ° BEND & BLOCKING OF ! E S CHING & BLOCKING OF 22112 BENDS BEND & BLOCKING OF 45° BENDS TRENCHING & BLOCKING OF TEES
ABOV~ TOP OF~
PIPE PLAN
A ~
H
Q M • 3 3
~ , , ,+:g w
•f~ r•:, ::1'

.r,y,
i
SECTION
pMINAL TRENCH
DIAMETER A B C WIDTH
6. ~ . 1,0. ,a. , .
8' 3'0' ' ' 1"Q' '8' , a, . , . , ,
16' 6'0' 2'0' 3~' 3'a'
2500 P,S.I. CONCRETE 20 ro' 2'6' a'~' 3'a'
CLASS B 2a s'o' '2' s't' a'o'
R a a, r REQUI ED
I B KIN F 90° BENDS TRENCH NG & LOC G Q
Certification by the Cit En ineerin De artment that this onstruc ' n g p tlo Plat
meets the ap ropriate City Standards.
Date: ~ ' ~
i gineer
w
Certification by the Department of Planning and Development that this onstruction Plat
was approved by the Clt PI nning Board on
day of A ' 205,
rea s,,N 5
8- 3 o-0Z P:\02PROJ\8270\8270-LDDT\dw9\B270A-DETAILS.DWG 08/12/2002 02:43:24 PM EDT
_
n Date JUNE 2002
erring-Sutton & Associates, P.A. CARRIAGE POND SUBDI JBDIVISION WATER DISTRIBUTION Scale : Map No.
N.T.S. 8270A-DETAIIS
Engineers -Surveyors -Planners
y r 2406 West Nash Street Wilson, North Carolina 27896 [phone] Rocky Mounts ~T lr
N,oC* DETAILS Sheet No. D7 of e

BOTH SOLID WALL & CORRUGATED EXTERIOR) , r-o' M[N
C,l, FRAME i COVER PER STD. DVG ND, ,b o1R ,.7 FOR VATERTNiHT) ~ I a Z C` I NaTESI
SLOPE TRENCH AS NECESSARY CONSTRUCTION NQtES: SECURED YITM MORTAR !V L J roR OIBTALLATION, Rt3'SR To IuteR1AL AND 1, PRECAS e w eEer owls / 1. PRECAST CONCRETE MANHOLES SHALL MEET OR EXCEED THE 1'"~' r-o•
CONSTRUCTION NOTlcB ON 9tD. ONO, 4.R, PABCAdt CQNQiBT9 11ANNOli NOTiB ~ooooooaoo 0000 0000, REOUIRI REQUIREMENTS OF ASTM C 478, ALL SURFACES SHALL BE MIN IN1N'
SMOOTH • FIN, AN SMOOTH AND EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB, FIN, AND OTHER IMPERFECTIONS, ~
' , ECCENTRIC Z, JOINTS z cL ~ 2, JOINTS BETWEEN MANHOLE SECTIONS SHALL BE SEALED
ELL COMPACTED BACKFILL PRE-CAST CONCRETE RD1G OR ~ ~y, CONE RISER waTER1 W 6-R' MA%. LOpSE LIFTS BRICK i NpRTAR GRADE ADJUSTMENT WATERTIGHT USING EITHER D-R1NG GASKETS CONFORMING WITH ASTM C 443 OR BUTYL RESIN CONFORMING WITH AASHTO M-198, _ _ rArrA r rEA rr.
atMR - rwlrEE COURSES pR v MAxa ASTM C 36' MIN, Yp. I' CHAMfEA
~ STEPS PER STD, DVG 3, HOLES )q, 4,A ! 16' D,C, OR COR 3. HOLES FOR CONNECTION OF PIPE TD MANHOLE SHALL BE PRECAST 3'C4 ~u uAAw OR CORED. DIAMETER OF HOLE SHALL NOT EXCEED OUTSIDE ew'ac
DIAMETI CAREFULLY PLACED DIAMETER OR PIPE BY MORE THAN 3 INCHES. 3'cl 3'Ou
AND Cp1IPACTED BACi1FILL TD l~' , ~ IB' S' 4, CDNNEC N lAii 1 u' 4. CDNNECTIDNS OF PIPE TD MANHOLE SHALL BE MADE WATERTIGHT
A80VE PD°E ` USING i NEOPRE USING RESILIENT CONNECTORS CONFORMING TD ASTM C 923 DR r•r Acx„r„~ NEOPRENE BOOTS EMBEDDED W PRECAST RASE WITH STAINLESS Aur
STEEL STEEL COMPRESSION HANDS. 'mww Ap1eAe~
NC Dpr IF37 srpNE ~ , MANHOL PIPE PIPE HAUNCMING i ~ ~ A ~ MDI, GRADE A 5 to' - - 5. MANHOLE INVERTS SHALL BE INSTALLED USING BRICK AND
mrE pnT~ ~ ~ PORTAR ' a ~ RECAS MORTAR, DR MANHOLES NAY HAVE MOORiIASE SECTIONS WITH ~ ~ ~ '-o' PRECAST INVERTS.
, ' ; 6. LIFT HI 6. LIFT HOLES SHALL BE PLUGGED AND FILLED FLUSH WITH tl.' 3' cu a"cl. 3'cu
BEDDING D18 NUl : NORTAR MORTAR, 3'-B' N1N. K IAAi 1 7LLC K AARS 117 6C
CONDIT[pNlNfi STONE a°ooo°apooooo000ooooaooaoooooo°o oc 7, AL BR WAY NpT 8f REQUIRED) o o L 7, ALL BRICK AND MORTAR SHALL RELIEVE A 1/2' MORTAR NOTES
~ PARGE PARGE COAT ON INSIDE AND OUTSIDE, 1. P,LL CONCRETE TO BE CLASS 'A' (3000 P.S.I.) ~ REINFORCING STEEL TO BE GRADE 60 (60,000 P.S.I,).
SECTION A-A 6' " 6' E%TENDEO FOOTDIG ' ~ VID:Rf REDUIRED 2. DEPTH OF PIERS TD BE DETERMINED BY THE ENGINEER. 3. FOOTING THICKNESS SAME AS BASE THICKNESS DF PIER, BUT NDT TO EXCEED 2'-0'.
E%IST, STABLE AND/OR WELL COMPACTED SUBGRADE SET MANHOLE ON 4. PIERS TO BE BUILT WITH LONG SIDE DF FOOTING PERPENDICULAR TO CREEK FLOW,
MODIFIED CLASS B BEDDING NDL 6' Y37 STONE 5. REINFORCING STEEL TO BE PLACED WITH A MINIMUM CLEARENCE Of 3' WITH THE SURFACE OF THE CONCRETE.
STONE TO TOP OF PIPE)
PRECAST CONCRETE MANHOLE PI R f~41NFORCED CONCRETE ANCHOR PIER FOR CREEK CROSSING P ECAST CONCRETE MANHOLE NOTES
BEDDING DETAIL FOR POLYVINYL CHLORIDE PIPE
CONS'fRUC1TON Noyes: C.I, FRAME b COVER PER STD, DWG. CORE HOLE foR INFLUENT DIP AND ELEVATION USE ECCENTRIC CONE aR FLAT ~{t,'T,yP} r~, 5~~ ~ NOTEi
FOR ]NSTALWTION, REIrER TO )IATlGtTAL AND N0, 4.6 (OR 4,7 FOR WATERTIGNTI CONNECT PIPE TO MANHOLE USING 1OP SECTION WITH FRAME i , ELEVATION VIEW FLEXIBLE BOOT CONNECTOR SUCH FAVER PER STD, DVG ,,6 coR CONSTRUCTION NO'lE9 ON 9T0, D1YG. 4,2, SECURED WITH MORTAR ~ • as 'PRESS-BppT' AS MANUFACTURED ~ THIS STEP SHALL BE DRIVEN INTO
PRt'iCCA3T CONCRBTB 4ANHQLB NOTFS 4,7 FOR VATERTIGHT) - ' BY PRESS-SEAL GASKET CORP. OR PRECAST CONCRETE RING OR ECCENTRIC i L~AOTIONS.EUSE HY?RAULICDCEMENT~ : ~ • ~I~ DRILLED HOLES IN PRECAST MANHOLE I SECTIONS.
BRICK i MORTAR GRADE ADJUSTMENT CONE RISER i TYPE GROUT Tp SEAL CONNECTIOK °t~.F ~L1MiT • THREE COURSES DR 6' MAxa ~ ~ Q DIP M A[ i
- r., ' r1 TOP OF COVER
•4•'. ~ i 4 i a' ~ SECTION A-A ~ I„+ % z• STAINLESS STEEL A W
STEPS PER STQ DVG 24~ a STRAPS VITH 2 EACH - 3/R' A - ' NO, ,,8 O 16' DL ' TINC PLATED, VEDGf ANCHORS
2' % CLASS A CONCRETE (RED HEAD MODEL VS-3B22 OR • CHIMNEY TD SPRDIf,LiNE APPROVED EOUA1.) ~ - ' . 8 0 a~ /z' ~,,ti 1 1/8 1 1/4'
/''8'XB'MJTEE ' 1' 5 3/4' D " ~ ~
r / ' BOTTOM ~ uz' ~ ~ • ~ A BOTTOM OF COVER
, 1, ~ ~ . r . Q.i I • ~A~ `
. i rI•~NE NTT , ; ; GROI)TYEIR ' 4 1. I
~•r • ~i 1 . 12'
4B' MIN, ' \ " ~ : 8' DIP ~ I P'-l 1/4'
• SECTION B-B • • ' , ~ I ~
.1/1' 1'- I1 3/4' ~ I
l'- 11 l/2' COPOLYMER POLYPROPYLENE PLASTIC
MIN. WEIGHTS-LBS
_ . .:S FRAME 1@0 _ Vz' ; COVER 120'
1 3/+' ~ " TOTAL 300
. 1/2' GRADE 60 STEEL REINFORCEMENT
- U SET NAN10.E ON roR IN9TALUAflON, R81~ ro YAtiSBIAL AJID ~ 6' IiS7 TTONE 1'-10 UI' iu SPECIFICATION a/ B,-p'yB. ~ CLASS 30 CAST ON MEETING
SECTION A-A CONB7'RUCTION NOT83 ON arn, DXG. 4.1, EXIST STABLE aNn/aR vfu I MEETING ASTM A-48 WITH FULL SECTION A-A r-9 u4' FULL BITUMINOUS COATING
EXISTING STABLE AND/pR PRBCAS'7 CONCBB'1'B YANIt01,lR NO~EB COMPACTED SUBGRADE VELL COMPACTED SUHGRADE 6 MIN, 1157 STONE BASE
A T i DROP T PREC S CONCRETE MANHOLE WITH INS DE STANDARD MANHOLE RING & COVER T P S E FOR PRECAST MANHOLE
PRECAS CONCRETE MANHOLE WITH OUTSIDE DROP
N r s• 1ViANHOLE CONNECTION DE ---r~---
1. MIN, GRADE FDR 4' SEWER ° ' ~ 'D' RING YATERTIGHT GASKET
SERVICE SHALL BE 1,0 % (1/8 PER G . ANN~,A~ yPACE SHALL eE FILLED VITH FT.> RECOMMENDED MIN. GRADE HYDRAULIC CEMENT SANITARY SEWER OVER STO T T RM SEWER STORM SEWER OVER SANITARY SEWER POSSIBLE AP LOCA IONS
SHALL BE 2,0 BT C g~ ,
2. DEPTH DF SERVICE AT VARIES ~ CQP7C8618 BLANKET
PROPERTY LINE MUST BE \ CLASSA•3000PSlCON - - ( C~
FFI IENT TO PROVIDE AT LEAST 12' MIN, ' ' SU C p ~ , PVC 45' BEND '
MIN, GRADE TO BUSINESS OR 18' MAX CDwEGT10N ~ SMALL ~ CORED ' V R 45' DWELLING AND 12 MIN, CO E 45't' ~---T- -
1 D• ' OVER SERVICE. I , ~ Y~ ~
Q 3, FDR NEW SUBDIVISIONS, p PVC SADDLE VYE 7'aSPR01a<~ ~ ~
I > D p CLEANOUT STACKS SHALL BE I OaRI i t d.
PLACED 3' TO THE LEFT OF THE • MONOLITHIC 'Y' V/ i WATER METER WHEN LOOKING FROM 1/4 BEND FITTING I Z ,Q 45'f5' .
THE ROADWAY OR SEWER MAIN, POURTO ~ .
NEW VCP MAIN CONNECTION NEW PVC MAIN CONNECTION 4, ALL CLEANDUT STACKS PLACED UNDI5IURB® ~ ~ 4•
AT THE EASEMENT (RIGHT OF WAY) ~ Cytp csTiw pR HWY, WEIGHT) sDR 26 Pvc wPUSH-DN .wD+TS NOTES t
LINE DR PLACED IN PAVED AREAS 1 STUB W/PLUG SHALL BE INSTALLED USING CAST 1. TAPS FOR SADDLE BPS FOR SADDLES SHALL BE SAW CUT USING F~~
R KEY HOLE DR SABER IRON PIPE WITH BRASS PLUGS. 4' 1/4 OR 1/B BEND ~~~v+ iEio w IDLE OR SABER SAW AND MANUFACTURER'S sro?~w~az>~r ,ATE, STABI8S1~1DlAB 'YO seawca.B~rB~n)
CAST IRON, DOUBLE-HUB 4 CAST IRON SOIL PIPE DR 'O' ~ TEMPLATE. CONNECTORS (30' MIN,) MAY BE 4' DUCTILE IRON OR ~ Pa.Yfs~ W/MDrIlS4L1~Np'Y~
USED TD TRANSITION FROM PVC MONOLITHIC 'Y' W/ 4' PVC (SDR 26, 160 PSI) 'FERNCD' OR OTHER COMBINED FITTING pU~{-pN JOINT V/ 2 TAP SHALL HE SI 4P SHALL BE SMOOTH AND CLEANED OF ALL
SERVICE PIPE. 1/4 BEND FITTING' ~ COMPRESSION ELASTDMERIC SAWDUST, BURS, DIRT GASKET SEAL JST, BURS, DIRT, DEBRIS, ETC.
5, ALL PIPE WITHIN RIGHTS OF SEWER MAIN 3. TAP AND SADDLE 3P AND SADDLE SHALL BE SOLVENT WELDED MANUFACTURER'S RECOMI~NDED PRIMER AND Hares:
WAY SHALL HAVE PUSH-ON JOINTS USING MANUFACTURER WITH ELASTOMERIC GASKET SEALS, SOLVENT CEMENT, :NT CEMENT, 1. CONCABIBHLAI~StISABQUIitBDW~N'iHEaEAaADiCliBB'I'N'BEM'1HB'1'OPaP18BtAW9RPIPBANDTNBBOTfOMOFTE03UPPBRPlP6ISLBSS171AN12".
2 `Y" ¦DK(6'NOi.) WHBRB'1bBC18ARANCB BBTWEBN'1TD3?OpOPTHB LOWBRPIP6 ANDTHB BOTTOMOFITO3UPPERPIPEIS LFSSTNAN "Y".'1'116 CONCRBf6 SNAIL.BB STAINLESS STEEL pLACFJ)B6IWBBIf'1tD3PB?B.SANDAAOUNDIHBSIDPSOP'1}Oil1PPHRAPBUPTOAl9YBLBQUALTOTHBSPRIIrOllNBOFiHBUPPBRPtPB, 4DDLE CONNECTION SHALL BE REINFORCED BAND CLAMPS 3. w1~BVBAAP148BB11.tsBNCOUrrteReDw>T•I~+zt~~o¢rsa''rR~B>,ANlas'1'.AU,DU~BNSIONSSSAU.ReFSRro~BBU.
6. SIX INCH AND LARGER SERVICES 4, SADDLE CONNECT SHALL CONNECT AT MANHOLES, WITH TWO STAINLES; TWO STAINLESS STEEL BAND CLAMPS.
4"SEWER SERVICE CONNECTION
" R I E LATERAL STANDARD 4 SE V C 4"SERVICE CONNECTION ON EXIST, PVC MAIN CONCRETE BLANKET FOR CROSSING SEWER PIPES
Certification by the Clty Engineering De artment that this Construction PI p at
meets the app o riate City Stondards.
~U • U Date:
i En i er .
Certification by a partment of Planning and Development that this construction Plat
ylas-~oppco ~d by the ~ity ~lanning ~oard on
1 dqy 1 20.Q3. ~ , ~ i
ire or 8-3o~D
P:\02PROJ\8270\8270-LDDT\dwg\B270A-DETAILS.DWG 08/12/2002 02:48:34 PM EDT
n------- n_i _ D.. _
liaLe a Date JUNE GUUz
JBDIVISION SANITARY SEWER Scale : Map No.
~ Herrin g-Sutton & Associates, P.A. CARRIAGE POND SUBDI N.T.S. 8270A-DETAILS
Engineers -Surveyors -Planners ~ Rocky Mount, N
0 2406 West Nash Street Wilson, North Carolina 27896 252 291-8887 z y NeC* Sheet No. D8 of 8