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GENERAL CONSTRUCTION AND UTILITY NOTES wti v ~N W~
SAND UTILITIES SHOWN ARE BASED ON \ I TRUCTURE ! ~ ~ ~ I . EXISTING UNDERGROUND S A AI 8LE RECORD DRAWINGS. THE CONTRACTOR v w _ v 1 ~ ~ ~ ~ FIELD SURVEYS AND BEST V lA v vim' ~ r ~I ~ / W _ 3 1 aq ' /
\ ~ ~I / III \ \ SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND \ ~3 3 / / W ~ nL Y3 ~ -
PANCIES. \ I ~ III \ ~ \ NOTIFY THE ENGINEER OF ANY DISCRE \ ~ ~w III V A A o
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT 1800-632- ~ f u3~j 7 1 ~ i I vv D~ , ,moo ~ ~ ~ ~ ~ / sm~ ~o=n~~wau :u 3 / i .
AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING UTILITIES. ~ 7 ~=aa~~ v ~ III v s"~~ ,o~a~~Ma RS PRIOR TO ANY DIGGING. III \ r2 THE CONTRACTOR SHALL CALL AT LEAST 48 HOU ~ \ i III ~ e~~a as ~ / > ~ /
3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS _ ~ v I I ~ R~ , - III \ o ' / / 3 ~ ~ /
AND SFECI FICATIONS. ALL WATER AND SEWER IMPROVEMENTS ~ w _ v ~ III u > •uo ~ v ~ y ~ 3 / 1 ~x 3 3 2
SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS. \ S2 TiN 5~~2B} \ ~ I I I ~i S 34 i. / O
THIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO mow. " 4. ALL CONSTRUCTION WI ~ ~ TANDARDS AND SPECIFICATIONS. ~ III 'vz III N.C.D.O.T. S ~ ~ti----_' / / O
SS ~ / / / 1 i P ~ / 1 Date:
5. SEE DETAIL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. \ A / ' , / I -29-05
6. ALL WATER MNNS SHALL HAVE A MINIMUM OF 3 FEET OF COVER A5 ~ ' MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED. / /
L ~ ~ 7. SANITARY SEWER SHALL BE LAID AT LEAST I 0 FEET LATERALLY FROM THE ~ ~ ~ ~ ~ tale:
IN UNLESS THE EIfVATION OF THE ~ / EXISTING OR PROPOSED WATER MA 5 , , ~ ,3`~ ~ ~ ~ / /
THE ~ ~ ~ i i TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF ~ WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ ~ ~ / Drawn:
WATER MNN ~ m ~ ~ i ~ SS AND THE / ~ i ~ AJF
8. WHERE A SANITARY SEWER AND WATER MAINS CRO - 1 / S THAN 18 INCHES OR THE WATER LINE / VERTICAL SEPARATION IS LES / ~ i ~ i ~ Checked:
R THE SEWER E WATER MAINS SHALL BE \ / ~ ~ / ~ PASSES UNDER THE SEWS ~ \ N EACH SIDE OF THE \ ` ~ ~ / MVZ
DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET 0 ~ i ~ BOSSING. ~ ~ ~ POINT OF C ~ \ \ I / 1 altr puss ILd E,T-f-IPIJ 0.6 IB4Z PG. 27
~ 3~ o pN na t»enr-m-str Project No.
9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES / i \ 1 \ h HEN THE HORIZONTAL ~ ! BELOW THE TOP OF THE STORM PIPE W i 275-07 r~
SEPARATION IS 3 FEET OR LESS FROM EXISTING OR PROPOSED STORM ss ~ ! r~ i I 7 Computer Dwg. Name
A SANITARY SEWER AND A STORM SEWER CROSS, AND ~ ~ ~ ' ~ , ~ 1 ~ SEWER. WHERE ~ ~ ~ ! ~ THE VERTICAL SEPARATION IS LESS THAN 12 INCHES, 7HE SANITARY \ ~ / \ I 7 ~ 275-07-GRADING.DWG \
SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN \ ~ ~s / \ ! ~ \ i 7 \ \ \
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING. ~ \ ~ ~ \ STANDARDS / , ~ i \ \ ~ / \ \ NORTH Shoat Nn~
~ 7 \
10. TOPOGRAPHIC AND BOUNDARY SUKVrY NruKMA UN ANLn F RV V
SURVEY INFORMATION PROVIDED BY KEN CL05E SURVEYING, INC.
1 1. ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE 100' 0 100' 200'
DUCTILE OR CAST RON PIPE. PIPE MATERIAL TRAN5ITION5 ARE / ! \ \ I O~ i i \ \ i~ NOT ALLOWED WITHIN THE RIGHT Of WAY LIMITS.
5CALE: I 100' (Horiz.) Of
12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT IS LOCATED OUTSIDE \ \ ! \ \ aao ! HT-OF-WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE OFARG
WITH CORPUD DETAILS 5-24 THROUGH 5-27 CONTRACTOR TO VERFY W / /
MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE IF APPLICABLE. r /

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GENERAL CONSTRUCTION AND UTILITY NOTES / ~ , ~ INS ELEV~3 2 , 1 ,a I ~ ~ / / CI#G6 V A ~ / BfC ELEV. 3 .9 / \ 1 ~ / INV. E~V~3 .3 \ v / 104 ~
8A`,~`7 oN / / ~ / I 77 I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE / / ~Q~ , I I a9s I FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWNGS. THE CONTRACTOR / I . ELF'r- =33e o2 66 I ~ / 91 V / \
IoN AND ~ ~ / ~ I I I I . SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCT / ~J~ I L ~ , I ~ / a / / ~ J L ~ ~ ~ / TOP 0 MBER =3
NOTIFY THE ENGINEER OF ANY DISCREPANCIES. / ~ I J ~ ro / ( i N I ~ i t0 I / / ~ / I 1 ~ ~
T 2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT ' -800-632- < I ~ ' TI 111E I L'~~ '
AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING U L 5 THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY GIGGING. ~ r I - _ - - ~ ~ ~ ' ~ Q ~ 80 / ~p / \ ~ / / \ y ~
_ _ - - - ~ I 3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS I - - ~ a ~ / A / ~ / A \ / A / \ /3A / 105
I I ATIONS. ALL WATER AND SEWER IMPROVEMENTS - - - 76 AND SPEC F C _ - - r ~ \ U / / 90 \ ~ / 1 / / ~
T THE TOWN OF ZEBULON STANDARDS AND SPECIFICA710N5. - - - I 1 SHALL CONFORM 0 - I I U ~5 ~ LU 1 ~
A NFORM TO O ' I > 4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. R1GHT-OF-WAY SH LL CO N.C.D.O.T. STANDARDS AND SPECIFICATIONS. I I I ~ ah / ~ \ / / I V / ~ ~
~ I 67 p I / / / / W ~l
5. SEE DETNL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. / ~ I I EET OF COVER A5 F- / ~ ~ / / \ \ yQ~~ \ / / / TIMBER E I 1 /
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 3 F c / I I ' ~ , ~ I MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED, 0J / 81 1 / / / \ ~ ~ \ / / \ Iss L.F. - I / c / SEE DETAIL
F ~ / I I I 7. SANITARY SEWER SHALL BE LAID AT LEAST I 0 FEE! LATERALLY FROM TH,. / - - - - - 75 , I / 89 \ e ~ / 106
EXISTING OR PROPOSED WATER MAINS UNLESS THE ELEVATION OF T7E 0 / I I A ~ ' I GD - IV L`v 34 . ~ / / W NI 1 / \ ~
TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE ~ / 3 " - - - - Rv 9. A ~ ~ I / I - - - - ~ ~ ~ I A I I ~ / e ~ ~ \ /
WATER MNN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. I I I I W I ~ L Nb' ~E =338.0 / /
A ITARY EWER AND WATER MAINS CROSS AND THE < 8. WHERE A S N S I I I 3A VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE I I 68 3~5 1 , - ;,3 - ~ \ / / \
AI A BE 53 I I ~ PASSES UNDER THE SEWER, THE SEWER ~ WATER M N5 5H LL ~ I I , , ' ~ ~ / 82 3" ~1 \ I Yi#,31 I0
DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF THE I I , ~ ' I I w POINT OF CROSSING. I I ~I# 14 E V.=341. ~ qa ~ 1 M E V. 34 ~ .0~ I X33 .5 3 , ~ ~C;
I CIM24 I ' < ~e = 34337 GI#12 I V. E V. 338."C - , ~ ~ y ~ ` / c 11~ _ ~ - _ I ~ 1 ~ \ Date
9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES BIC ELEV.= 43.37 _ T ~ F~'.° 339,60 _ I I 74 BIC ELEV.- 42.15 2~`~ W I INV. ELEV.~339.b 28 = V - ~ - ~ ~ ~ INV. ELEV. 3 .0 I BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL I - - N ~ " ' IN . 2 ~ P I W EL V.=342.15 ~ i 8., npp 3a4 1 88 ~~F° 08- 5-05 I IN . E<~V =337.50 ~ - LP ~ ~ ~ i ~1 1 ~ ~ ~ / ~
< 15'RC 'y 345 I I I SEPARATION 15 3 FEET OR LE55 FROM EXISTING OR PROPOSED STORM L- . - s _ ~ ~ I ~ . - - ~L4- ~ 1 1 g~ 1 a , ; ~ ~ \ I L - - 343 1 1 , \ ~ \ ~ i Scale:
SEWER. WHERP A SANITARY SEWER AND A STORM SEWER CRO55, AND _ _ - ~ - _ _ . - I THE VERTICAL SEPARATION IS LESS THAN 12 INCHES, THE SANITARY < _ - - - - - I I I \ ~ i , A
SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN r I I o I I I 86 1 1 ~ ~ A p 3p3 ~ I / r ~ 1 1 / 1
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING. ~ I 69 I ~ ' _ I I I 1 1 ~ Drawn: - - _ ~ I 85 1 1 / a 108 1
52 I ~ I I 10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM I I w ' ' I I 73 I ~ I I I I 1 1 ~ ~ AJ F I 84 I 1 1 P )
SURVEY INFORMATION PROVIDED BY KPN CLOSE SURVEYING, INC. I ~ I _ z ~ I I I ~ I I I I I I 1 «b, ~ 3e3 ti \ I 83 I I_ 1 L S, =339 \ Checked:
I I . A ANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE I ~ _ A LLS < I - ~ 1,~; i I ~ I I I 1 ~ V FL`s - o a5 I I n 1 , ~ MVZ
DUCTILE OR CAST IRON PIPE. PIPE MATERAL TRANSITIONS ARE I _ _ _ J ~ _ _ - - - ~ ~ I I I I ~ I I I ~ I I J ~ I I I I I ~ Project No.
NOT ALLOWED WITHIN THE RIGHT OF WAY LIMITS. L L----- ~ I _ _ _ - - ~I I I a ~ ~ °!i
E T A I OCATED OUTSIDE - 1 - v 12. ANY PROPOSED SANITARY SEWER MAN HOL H T 5 L - - I . - - ~ \ ' I I I _ I ~ as 275-07 ~ I I J 3 /
OF A RIGHT-OF-WAY LIMIT MUST BE SEALED AND VENTED IN AGCORDANGE ~ I , . ' WITH CORPUD DETAILS 5 24 THROUGH 5-27 CONTRACTOR TO VERIFY N ~ ' I z i I I I ~ , - ~ ~ Computer Dwg. Name _ X44
MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE IF APPLICABLE. ~ 70 ~ ~ ~ ~ 51 ~ 72 I _ J - - 275-07-GRADING-REVOI OI 06 343 '~2
I I ~ ~1~19 'i L-8 3~ G'2 2 I = 4x.09 - /1 ~~1a4
I `A~ ~ ~ BICELEV,~4 '2 I
V uvv. LLLV~O.].rjuRGP 0 ~ C o S~f(GP lF i Sheet No:
0/C~5 ~k A °RC° &C EIfV 1-514 S q tiV ENV - 0
- 1 8 LF 92 / 1 1 50' 0 50' 100' ~ ELw =339.93 9
1 340 344 340 1 1 SCALE: I"=50'(Horiz.
3ao- ~G~~~Aj 7) c'' ~ AD 1 ) y 1 1 1 Of
_ ~ 343 1 1 1 3 1 1 1 I ' 1 1 1 1 l0 3A2 _ 1
/ 50 1 VII"-

wl I L~"~ I ~ ~ 1 ~ / / V \ `'CT Fs / / ~ pg ~
~ 80 , 3b~ i \ I I _ d ~ p ~ / / a p 1 ~ s 1 / O W / ~ ~ \ / C 1 1 NENT OUTLET DI ATOR 1 1 N Q
' ~ V ' / ~ x o / ~ ~ ' ~ /3a / 105 ~ d~ 1 1 6TV x 12'Lx32°ct V
- 76 ~ 90 90 ~ v / So 1 0=8' ~ ~ ~
_ ~ - i ~ ~ / ~ _
N I w I ,'r a5 1 ~ ~ ~ . ~ a I I I ah ~ ~ ~ 1 / / / 1 ND
I 67 w 1 ~ i / / ~ a vn ~ / / ~ 1 1 FESM I-7 ~ 46 L
I I 1 ~ ~ / / s ~ / / ~ ~ INV. OUT=339.5 ~ / / ~ ~ ~ / / TIMBERL EL PREADERk2 1 1 Z / / ~ ~ Z~ Fps ~ / ~ 195 L F. - P L=340.0 s s ~
i / ~ / / SEE DETAIL 5 ~ 0 0 0,~ 1 ~ T ~ ~~,~G / X 0 1 ~
i I _ 1 ~ ~ \ / 106 1 ~ ~ ~ / 89 ~ ~ 1 1 0
~ I r I ~ i 89 ( ~ I _ - w 75 ~ w ~ ~ i / ~ _ I~N LEV 34 . ~ ~ ~ ~ ~ / ~
~ I _ 1 ~ 3 NV 9, w p I I , ~ 1 ~ ( / I ~ ~ I / e wo ~ / ~1 1 ~ c~ z C ' V.= LF Z~~OP 8J G LE =341.20 / / ~ r ~ ~ Q
~ - I I~ I~ I L,-- - ~ ~ I r I w I I .ELE ~ INV. L =338.0 / O 1 ~r Q -
~ I ~ I a5 i ( I I I 3 45 1 ~ ' 9 "R `~w / ~ \ / / \ ~ 1 156 0 - O >
I 68 I 3 53 I I - ~ ~ b3 O< / / N Q lL~ i~ y 3 ~ ~ / ~ p m 1 AO 3A ~i'~ / w 1 \ Z
82 ~ , 3p5/ ( I I I 1 w YI#131 ~ L I ~ i I w ~I# 14 E V =341.5 ~ D \ i 3AA ~ ~ / / ~ 1 ~ \
I I I I D I IME V.-341.0~Q I '33.5 ( I CI#24 I CI# 5 3G33~0 74 BICI LEV.= 42,15 F C I I I V. E EU. 33820- ~ - I ~ J , ~ 1 ~ tiro c / \ I-
B/C ELEV.= 4337 ~ ELE - 339 - I 25t ~ INV. ELEV. 339.8 Zb LF IN EL~V~~ - _ - - - I w INV. ELEV. 3 .0 I B/ E. V.=342.15 - P Ib° ryDP 3aa ~ _ ~ _ a IN . E V. -33!.50 - L o ' 1 ~ i 0 OF TIMBER = 0,0 1 ' ~ ~ 1 88 ~ ~ \ \ ~ w
I 15"RGP n L_-- I I I ~ i- ( _ ~ ,r ~5 ~ I 1 3av ~ 1 1 1 1 ~W \ ~ ~ ~ ~ ~ \ ~ 1 1 ~ \ ~ 1 87 1 °~,,o ~ N ~ ~ ~ ~ 1 \ ~
I _ - ~ I I ` - 3a3 1 I ~ I ~ I 1
( I I I 86 I I W p3 ~ I I 1 1 ~A s ~ ~ ~ ~ ~ 1~ w g 36 1 1 V ~ a 155 ~ 1 1 ~ ~
I 69 I ~ ~ I I I ( I I ~ I 1 -I I 85 I 1 1 ~ ~ l08 1 ~ ~ ~ w
z N I ~ I - ~ I I I l 5 I W I I I 1 1 1 ~ ~ ~ ~ rnl ~ 1 ~ ) rn c
I ~ I I I 73 I 8a I I ~ I ?F I I I I I I I I I V I< w ~ 1 s3 - I 1 1 ~ ~ afrt ~ 3a, ~ / ~ Z rn 1 ~ 1 5 339. ~ ~ ~ ~ / -q C~ ~ 1.
I I T~ I I I N I I m, D I I I I 1 l NV. ELEV. 6,45 N n 'n ~ C `
< I ~ <~w I I I 1 I I I L_--- rn ,In I I ~ ~ 3ak / / / Iw ~ rn ~ > - 0 3k0 \ / / o l~ Z
~ I I I I L- _ w I I- I _ Po- I J'i v 1 I 0 I ' 6ocF ~ / 1 I 154 ~ w o ~
_ ~ I ' p I I 1 ' I 11// 3a0. w \ i~ ;w ~ J / /3aa / ~4 / / > 1 Q
I v I I I N ~ ~ I ~ 3aa i - _ _ 109
I 7o A \ 1 _ L - a3 . m ~ ~ ~ - _ ~ 3 1 1 I ~ 34z 1 ~
51 ( \ 72 L ~ 3 1 ~ cI# ~ ~ _ G12 o w J ~ / / BIC ELE p ~ 1 CIN I i 1 ~ ~j
w BIC CL.V.- 4C , 2 - 40.09 ~ _ °sl ~ INV. ELEV, 33 ~ ~p INV. ELEV. _ ~ / L~ 6. N BIC =339.30 ~ / I ~ i ~ A NV. V.-335.70 i i I
I 24 Cix i 5 I ~ ~ ~ R 4"RCP BlC ELEV. 41 S4 3A3 ~(i-a m ice/ ~ n ~ - ~~1 y~F ~ 4 W N Z P 1 I V ~ Z
( ~ ~ , ~ \ ~~1 \ ~ ' ~ cp P INV. ELEV. - 40 I I ~ ~ i CI#~~p IBL 1 1 y,„RC v' Z_~ r m aka ` 1 ~ , 1 SS ~ ~ ~ ~ 153 N r
~ ~ ~ i ~ / / ~ EIEU.=339.95 1 ~ ' I 1 ~ ~ ~ V ELEV. =335.70 ~ ~ 1 T TIMBER=3 .5 ~ 1 ~ ~ n/ W U ~ 1 III ~ i 1 n II
i~ 1 1 1 ,~Ge h 3aq 1 ~ 1 ~ ~ o 1 w II v Z m ,3aQ i ~ 1 ~ 1$ > w m ~ Q Z'
6D 1 AD - 6 3 sno I\O ~ 3aa / 1 1 112 1 1 1 ~rnma 1 o w o Z um - 1340 1 1 ~~<< ( FESI<K4 ~ W _ x ~ - ~ Z 1 1 1 ~ INV. OllT 3 ~ Q O„
F ~ 3a3 y 1 I ~ ~ ~ ~ ' DISSAPATOR A~ - CL0.55 5 5 NE - x 1 113 1 W~ , - ~ Z ~ 1 1 1 1 1 pia 5wX9'LX2'D ~ ~
I _ - ~ . , 1 I ~ ~6 3a2 - 50 ~ ~ 81C ELEV.=33° 36 _ ~ ~ - I I 1 1 ~~O 1 ~ ~ ~ D50=811J ~
1 INV. ELEV. =335.90 - I I ~ ~ 4 1 GI#23 - I I ~ ~ 1 1 1 1 1 W° ~ 342 ~ z~° 114 1 1 1 4 w ~ rr 1 1 1 ~ - ~ _ 3~
( 1 / B!C [lE -342.48 _ - I I 5 I I w ~ ~ ~ v INU.~,~ ~ I ~ ~ 6 I 1 1 ~ N a y 1 1 3a2 ~ o ~ Z I- ~ r I 1 , 2~ ~F TIMBER LEVEL 5 ER k3 P h m c0
.p / ~ Q V INV. ~~-3.,4.5 ~ 7 I I I ~ e, ~ d~G I I I, I 1 1 1 U 1 3d3 ~ ' ~ VF CP 103 L.F. -TOP EL =344.50 ~ r ro 1 1 / 38 15 R I#G 7 SEE DETAL S .Tq 8 ~ 3 ~ ~
/ F ~ \ ~ \ I 1 1 / / / ` lFL9 ~ ~ \ 3y ~5^ \'~YI#22\ o I I I 1 I 1 1 , , ~ CE V.=339.68 a+~ 1 ~ , gno i8~, CP I V ~ V. =335.70
~ / / 00 A A2 PE gl(aLLSJ.= 9.0C I 1 / / ~ 0 V A Vz ~ V. I I I I 1 3a~ L ~ clxs I ~ '40 - ~rn' ~ ~ 1 - N Z a- -3 9.68 1 u l p
/ / ~ ~ / A A ~ V I I / ~ S~ d~ y3 ~9 yp~,~ QQ \ , t \ I I I I i ~ vl~iGl6i INV. ELEV.= 35.10 T P FTIMBER=3 .5 a ~ ~ 8 ~ 1 ~ y'AbYELEV.=339.50 i~ g I z-
/ ~ ~'0 G~'PP;~~ ~h~b~ ~ A I I I I ~ ~ ~ ~ ~ INV. ELEV. =335.30 1 A ~ ~ ~ ~ ~ O - G~ I
i 5" P ~ ~ Y~ 0 ~ A I 40LF / \ V I I I~~, - ~ , , - o ~ I I / ~ 2 ~E A a 134
49 , r~ ~'n v v I 3aa 1 ~ r~ S (p 0 3 ~ ~ \ V I ~ ~ a I m / I
1 / h U l l 9r 3 ,i ' N I
~ / \ A I i / \ w I 1 \ \
~ ~ / / B/G ELL~~,V.=342.1 / / / \ 34' I ~ ~ i / •NV. E'~E =338.65 A ~ ~ v ~ P i ~ r~ ' I I \
/ / ` ~ ~ CI#3 ~ / / \ ~ qo LP m 15 RG _ - Yf#G I SA / / \ C E~EV_~,,rr~~00 / / \ 9 9a ~ - ~ RIM ELEV.= 38.80 ° / 'Yf~GISA - A v v TO 0 TIMBER=33 .0 / \ RIM ELEV. 38.80 c \ \ \ ti~l{iUIWI INV. ELEV. - 335.30 / m \ l \ ~ ANN
/ / ELV =333. / ~ ~ - INV. ELEV. - 335.3( / 4 ~ / / ~'A 'Q~ v J / ' rL 120 I` s l \ o - - - - y \ \ ~ ~~4i
/ / ~ ~ / \ m 3? •v~ ~ I 133 \ yV~A
48 ~ ~ v v ~ ' / / v ~ ~ ~ / / \ / ` \ J ~
~ / ` ~ / ~ \
~ ~ ~ vJ / / 121 A ~ / v ~ ~ / / / \ Q8G~9 ~ w ZVi p'C Ell`V =34 i -06 - ~ ~ ~W ~ r1.
i ~ s ~ ~ ~F / / / ~ i > / / \ VV E . =334.30 4 I I I ~ i~ •iQ va d'
~ ~ ~~RGp dR \ V / ~ \ Cd32 i ~ \ / \ o p - --3~ yhN
~ ~ zo _ ~ J ~ 47 ~ / \ ~ ~ I ''7j \ \ \ \ ~ - _ - -1 41UM{Mpl
u / / / ~ ~ \ \ \ / ~ ~ O r ~ % 1
c ~ I ICEIFyy.-34!. A / / NV. ELfV. =333. I ~ A / \ \ \ ~ ~ -'~=ef 34,0 ~ 132 w \ / / ~ 1 D
~ ~ / \ I / 1
~ ~ ~ 46 / ~ 9s / \ \ / I \ N 11 / / CIdG20 X I I
~ / / vv / / ~ ~ / ~ ~ BIC ELEV.=340.37 0 / ~ INV. ELEV. =333. ~ 1
/ ~ ~ M~~ ~ \ 1 1 1 ~ ~ n \ / \V
~ ~ ~ ~ ~ ti / ~ ~ ,~3~` ~ O / r \ / v v \ ~ 3q0 u'S, \
~ ~ v / / / t l l \ l a3 / GkG2~ A 1 ~ ~ 3a3 v ~ BOA BJC E-EV.=340.3 V 1 ~ ~ ~
\ \ \ 3 s \ / q ~ T~ ~ / 5 / V ~ INV. ELEV. -333 55 \ v ~ ~
~ \ / / \ ~ ~ 71M ER~VELSP RMI / \ \ / ~ °ESA3~ 3 L.F. -TOP EL. 3 4.0
~ ~ ~ / / ~ ~~ti~ ~ \ SEE ETAI~ SnTR28 1 1 ~ 131
'P~ qs o ~ \ 3~ FM ti ~ ~ 1 \ ~ FNr / v v / ~ L \ 1 \ 1 1
~ 'ti ~ \ 1 ~ ~ ~ 1 ~ \
\ \ / I w rn z 1 ~ \ J ~ \ V
\J ~ I w 1 ~ ~ ;ac ~ \ w{ g` I n c \ F o `b z
I ~ FES#34 I INV.OUT= 16G 1 ~ / \ ~ CLAS IESTONELET IS AFATOR O ~ 1 / ~ ~ G,
~ ~ ~ / ~ \~0 ~ 9w X 4'L X 22' D A D50= 1
~ ~ 3~ L 42 RC° \ / / ~ ~ ~ 1 / ~ I I ~n 33 I ~ 5 J
\ I 1 / ~ ~ V A w ~
SDMI1#33A RIM EL=338.0 / ~ ~ OUT TDRYBA51NA2 w = T1G 0 I ~ I \ 5ks~ ouD coNC. x 8 ~ ~ ~
INV. ELEV. =332.0 / ~ I I ~ ~ RIME .=335.4 1 1 / ~ A INS"E WDOWN ORI IC
GENERAL CONSTRUCTION AND UTILITY NOTES ~ 1 ~ "_RM~VE4T OUTLET DISSAPATOR FE5kG22 " 1 33 , ~ W INV,EL 332,5 INV. ELEV.- c5 u+ u ~ ('1
I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON ~ ~a~ ~ c.ASS STONE \ u ~ (SEED AIL Sh'T. 28; ~,J r 'OP 0° TIMBER 34.0/ ~
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR 3S ~ J70cx 35LX 22" D M ~ _ T P OF TIME` 34.0 ~ ~ INV. UT 33 ~ 5J /
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND L NOTIFY THE ENGINEER OF ANY DISCREPANCIES. ~ ~ I ~ \ / \ / P~
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT I -800-632- 49 0~ pRY BASw# I ~ ~ \ ~ 333 /
AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING UTILITIES. ~,5 50 iD CONC. BOX
THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. _ Rti =334.5 ;7 tf 30" RG` E~~V. =331.50 34~ I ~ ~ (p P` AN'EL1J !SSAPATOR / 37. / / Sj^ EVE
ZEB LON STANDARDS ~ , 5 ~RAwDOwN oREICE 3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF U ~~a `_L =332.0 AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS ~E_ CETAIL 511T. 28) \ / 3g9 / ~ 2»l L 22' / .5
SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS. VV.OU" = 33 ~ I I 3A0 / V \ ~ 3g9 / /
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO ~ I ~ ~ v / / 34
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. ~ PER1daVEA- G.°~R DISSA°ATOR CUSS STQ~`_ \ \ I I ~ ~ ` 33. / / / / \ I /
5. SEE DETAIL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. 8'w x zG_ z zr ~ 1 DSG- ~ ~ \ l ~ - . /
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER A5 ~ \ ~ ~ ~ SS Date: _ i
MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED. ~ L - 08- 15-05
7. SANITARY SEWER SHALL BE LAID AT LEAST I 0 FEET LATERALLY FROM THE tale:
EXISTING OR PROPOSED WATER MAINS UNlE55 THE ELEVATION OF THE ` . TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE ~ , ' ~ 1PS
WATER MAIN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. L ' / ~ / ~ Drawn:
8. WHERE A SANITARY SEWER AND WATER MAINS CROSS, AND THE g / AJF
VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE SEWER, THE SEWER ~ WATER MAINS SHALL BE
DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF THE L ~ / Checked: - ~ i / / /
POINT OF CROSSING. L \ h / MVZ
9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES ~ / 0 / ~ / Project No.
BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL ~ EPARATION IS 3 FEET OR LESS FROM EXISTING OR PROPOSED STORM / 5 ~ / ~ / 275-07
SEWER. WHERE A SANITARY SEWER AND A STORM SEWER CROSS, AND m m / / ch ~ / / Computer Dwg. Name
THE VERTICAL SEPARATION IS LE55 THAN 12 INCHES, THE SANITARY ~ ~ m SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN D / / 275-07-GRADING-RENO I O 106
STANDARDS FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF CROSSING. /
~ I / /
10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKfN FROM / NARTH _
SURVEY INFORMATION PROVIDED BY KEN CL05E SURVEYING, INC. / I / Sheet No:
1 1. ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE
DUCTILE OR CAST IRON PIPE. PIPE MATERIAL TRANSITIONS ARE 50 0 50' 100'
NOT ALLOWED WITHIN THE RIGHT OF WAY LIMITS.
12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT 15 LOCATED OUTSIDE SCALE: I '=50' (Honz.)
OF A RIGHT-OF WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE \ 3 / ~ \ Of
WITH CORPUD DETAILS 5-24 THROUGH 5-27 CONTRACTOR TO VERIFY i MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE If APPLICABLE. 333

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326 ~ ~ I I Rld- \ i V ~ I I ~ i~
NV.OIlT• ~ ~ i ~ 30 ~ ~ \ ~ I ~
W ~ V ~ ~ OFF V ~ / / W ~ ~ ~ ~ ~/NF \ / ~ GENE ONSTRUCTION NOTES
I / 3, I ~ I ~ 1 ~ ~ ~ti ~ ti ~ ~ - EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON ..n ~O ~~~~~~i, - ~P•.. •.,d'b P A AI B E RD DRAWIN S. THE CONTRALTO A ELD SURVEYS AND BEST V LA L RECO G R
40 ~ 2 \ ~ ° ~ STALL IELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND O d~, Vim'
/ v , - ~ \ \ ~ ~ , ~ ~ NOT'~FY THE ENGINEER OF ANY DISCREPANCfES. \ ? Q ~ Q ~ z~ rl
~ ~ ~ hA tvTAC1NORT7CAROLINAONE ALATI-800-632-4949 \ ~ .U.rn W CV ~'>3 2. T E CONTRACTOR 5 CO C L N
~ / ~ g2 z ~ f`~ ~ \ ~ ~ AND T'1E TOWN OF ZEBU_ON FOR ASSISTANCE LOCATING EXISTING UTILITIES. ~ ~ S ; ~ O •O • v ~ /1~ T-IE CONTRAC T OR SMALL CALL AT LEAST 48110UR5 PRIOR TO ANY DIGGING. \ mod. '.dd 0
I z~ \ ~ ~ .OUT- 32620 w 0A~•••......••'• ~P~~~~~ 3. AL_ CONBTRUCTiON STALL CONFORM TO THE TOWN OF ZEBULON STANDARDS (y ~ ~,,,'V , A\G \`p~
N I ~ 66tF~' ~ B/o- 325.60\ \ ~ ~ N ~ ~ \ ~ N ~ AN^ ~PE IFi ATiONS. ALL WATER AND SEWER IMPROVEMENTS ~ l 1 rrrN 4V` A~~~~ ~ C C ~ hngnnnnxmuo
N ~ / NV. N• 32120 \ ~ ~ . o ~ \ \ / ~ S!'ALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS.
~ ~ - ~ NV. OUT- 32L20 \ ~ / ~ i ~ D~~AT~ 4. ALA CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO \
~N qC4 ~ \ ti ~ m ~ .4 I BIC-3 60 33 \ \ ' 3.751Nx7.5Lz22'D N.C,D.O.T. STANDARDS AND SPECIFICATIONS.
~ ~ ~ D50.8~ DIPI9X• 12' 5. TOPOGRAPHIC AND 80UNDARY SURVEY INFORMATION TAKEN FROM SURVEY INFORMATION PROVIDED BY KEN CLOSE SURVEYING, INC. CLA33 B RP~IAP WI
~~r NV. 32140 ~ \ ,n- I ~ o~ . Nv. - 321140 I ti C~OTIXTLE L1~1 6 THERE SHALL BE NO PLACEMENT OF FILL MATERIAL WT'1iN 100 YEAR 1
amo I ~I s 2 N ~ FLOODPLAIN.
ozm z ~ ~ ~ m o z ~ x 7. CONTRACTOR IS NOT TO DISTURB WETLANDS ON ROAD "C" UNTIL ~
- , _ ~ 100 YEAR FLOODPLAN D ~ 100-YEAR BACKWA ALL ALOE AND DWQ PERMITS HAVE BEEN OBTAINED. CONTRACTOR ~ IS REQUIRED TO HAVE COPIES OF SUCH PERMITS.
ELEVATION -325.0 m D ~ 1 v D Q r
a c-6 z m ~ Z ~ W
' B/C¦ 32671 ~ m ~ m 2 DIS9PATEf1: D
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F ~ 35 ~ ~ 322 ? \ ? 1 1 1 I / I
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t ~y r~ _ ~ 36 I I ~ / 1 1 1 1 1 1 1 ~ / 0 106/06 ~ i / I
1°k s f R1 l I 1 1 1 1 1 1 1 1 j., / Scale:
~ \ ~ ~ I I / / ~ / 1 1 1 1 ~ 1 1 1 f / ~ / I -60
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r I ~ A / ~ N ZOPE AE i / / Project No.
1 ' ~ j ~ ~ 1 / r ~ ~ r - 1 i 1~ 1 r 1 -l 1 / 275-07
\ ~ ~ ~ ~ 1 I 1 ! ~ 1 ~ 1 ~ 1 1 ! ~ 1 1 1 1
1 / 1 / ~ 1 11 ~ 1 1 1 1 ~I~ ! 1 1 t ~ 1\ 1 / / / i / Computer Dwg. Name
/ 1 / 1 Il / ~ 1 I 1 / 1 ? \I1 1 / / / 1 `1 1 I ~ 1 / k / 1 k II 1 1 1 f ~ 1 1 ~ 1 1 `1, / FOR REGULATORY 275-07-ONSITE-EC-PLAN-REV / /
/ REVIEW ONLY
I / 1 i - - I - /
Sheet No:
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6"x6"x8' TREATED TIMBER STEEL ANTI-VORTEX PEar;rRASn RACK
10' 4'k4"x3a' TREATED TIMBER PLATE ATTACHED 6Y PLASTIC SOLUTIONS ~
POST - 8' ON CENTER 2' 30" LD. 2' OR APPROVED EQUAL W/5.5. HARDWARE Q
TOP OF WEIR = 334.0 12" GALVANIZED SPIKE TOP OF DAM EL.= 337,0 TRA511 RACK 6'~ TOP OF RISER EL.=334.40 ~ 12~~
MAINTAIN TIMBERS ON 3' ON CENTER CONTtN0005 GRADE EMERGENCY SPILLWAY EL=334,90
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4"THICK COMPACTED 20'I WASHED STONE LEVELING PAD I .5 " DRAWDOWN ORIFICE EL.=332.0 s~ LFisa~ RCP cLnsS s wiLOCKiNC "o" wNe ~o~Nr 2o'L x 8'W x 22' D 30" LD.
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TI115 SHEET PoSr - 8' oN cENTER 12"GALVANIZED SPIKE EXCAVATE SEDIMENT SPILLWAY IN CUT IS s SHEET CONCRETE COLLAR 4" DIP DEWATERING INVERT
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coNTwuous GRADE AND CLOSE DRAW DOWN VALVE. NOTE: 3 BASIN TO BE STABILIZED
) I "-50' 8° GALVANIZED SPIKE 6" MIN. l / WITHIN 14 DAYS OF INSTALL 1.5" PVC DRAWDOWN ANTI-SEEP COLLAR DETAIL PIPE OPPOSITE OF DEWATERING
2 PER P05T PER COURSE \ ~ v I'-8" MAX. /o~N° CONSTRUCTION. NTS VALVE. SEE CROSS SECTION FOR RISER DETAIL
TOP OFGRADE- 333.0 V ~~Np ~ ~ \ / ~ ELEVATION. NTS
TOP OFGRADE= 333.5
4" THICK COMPACTED
WASHED STONE LEVELING PAD
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PLATE ATTACHED eY PLl~snc SOLUTIONS 2' 36" LD. 2' OR APPROVED EquAL
TRASH RACK WI5.5. HARDWARE 6,~ TOP OF RISER EL.=335.40
TOP OF DAM EL.= 337,4 6"x6"x8' TREATED TIMBER 12 ~
TOP OF WEIR = 334.0 ~ ~
MAINTAIN TIMBERS ON CONTINUOUS GRADE 12" GALVANIZED SPIKE n Z _ WATERPROOF 2, 5'x5' INSIDE DIM. 7 Z W ~
3' ON CENTER / I TOP OF RISER ELE\~ = 335.4 3 3 MASTIC (TYP.) Z ~ ~ m PRE-CAST CONC. W N ~
TOP OF GRADE= 334.0 ~0 I"STORAGE VOLUME I ~ ~I ~p FLAB FLARED END SECTION - SOLID RISER ~ ~ ~
~ ~ 2 ~ / ~~G 5'x5' INSIDE DIM. CLA', I "STORAGE VOLUME RISER ~ DIS; ? can CLASS "I"RIP-RAP W/ CAST OPENING Z m
- 24'l DISSIPATOR W Q 24'Lx 9'Wx 22'D 36" LD• W Z u ~
1.5 " DRAWDOWN ORIFICE EL.=332.5 a4 LFi3s° RcP cwss = wnocKlNC "o" RNC ~oiNr WASHED STONE 30TTOM EL.= 332.0 Z 'm Q O ~ Z ~ d x
I L 2' u EXTENDED VALVE - "
18" Top DEGRADE= 333.50 NOTE: 1) INSTALL TEMPORARY NOTE: 2) BASIN TO BE STABILIZED I ~ STEM WI SUPPORT WATERPROOF J Z N °
4"THICK COMPACTED FAIRCLOTH SKIMMER WITHIN 14 DAYS OF 5 INVERroI RISER INVERT - 2 MASTIC ~ ~ ~ INVERT OUT-331.5 3 O.C. (Tl'P.) ~ _ 3 ~ Z
wnSHED sroNE LEVeuNG PAD ONTO 4" DEWATERING CONSTRUCTION. EL.= 332.0 cur oFF STORMWATER POND SECTION TRENCH ANTI-seep it-SEEP STAINLESS STEEL W u ~ m
PIPE. ONCE PERMANENT coLLARs A I I N~s L R HA BEEN E TABLISHED COVE S S sEE DETAIL LIARS STEM GUIDES (fl'P.) ~ ~ ~
EXCAVATE SEDIMENT rrns sHEEr DETAIL POURED IN PLACE 4" PLUG VALVE GROUT TO J ~ S s11EEr #3 BAR (TYPICAL EACH FACE) CONCRETE COLLAR 4" pIP DEWATERING INVERT - ~ ~ ~
6"x6"x8' TREATED TIMBER 12" GALVANIZED SPIKE FROM POND TO ESTABLISH Z o- INLET ' 2~~ ~ > NOTE: CONCRETE SHALL BE 3000 PSI @ 28 DAYS 36" BARREL _ Z g
3' ON CENTER FINAL GRADES AS SHOWN BASIN CROSS SECTION REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60,000 PSI INV.IN=332.0 I I INV. OUT=332.0
4"x4"x36" TREATED TIMBER AND CLOSE DRAW DOWN VALVE. POST - 8' ON CENTER I °=50' ~UU
ANTI-SEEP COLLAR DETAIL INSTALL 1.5" PVC DRAWDOWN PIPE OPPOSITE OF DEWATERING
TOP OF WEIR = 340.0 MAINTAIN TIMBERS ON NTS VALVE. SEE GROSS SECTION FOR RISER DETAIL
CONTINUOUS GRADE I'-6" MAX, ELEVATION. NTS
8" GALVANIZED SPIKE I /
2 PER P05T PER COURSE TOP OF GRADE= 338.50 /dap TOP OF GRADE- 338.40 / Goo
~~~gIt111NINIUN4y~~4
~ ~ J~ Pu ~~~~~~i~i ' ' d'b
10' 4" THICK COMPACTED STEEL ANTI-VORTEX PEAK TPJaSn RACK s ~ ~ ~ PLATE ATTACHED 13Y PLASTIC soLUTIONS ~ d~~J ~
WASHED STONE LVELING PAD 2' 30" I.D. 2' 30" ' D 2' WIS.S. HARDWARE oR APPROVED Equni. ~ Q ~ ~ z~ N
I ~ COMPACTED EARTH TOP OF DAM EL.= 346.80 TRASH RACK 6~ TOP OF RISER EL.=345.0 = U ;w - C7; ~
BACKFILL ~ %r :d
d
~y~~h Eo CONCRfTe WATERPROOF 2, 9'x4' NS'DE D'M. ~~4wnn~m,nu
4' MIN I TCP R SeR ELEV.= 345.0 READWAil D CONCRPTE I ` 50~GE VOLUME I 1 MASTIC (fYP.) PRE-CAST CONC.
6"x6"x8' TREATED TIMBER TOP OF WEIR = 340.0 21 ~ FIARPD END SECrI FIARPD END SECrIoN - SOLID RISER
MAINTAIN TIMBERS ON ~ S"ORAGE dG ° 9'x4" ~PiS~DE DIM. D SS PATORIP-RAF CLASS"I"RIP-RAP Wl CAST OPENING - DISSIPATOR 30" I.D.
CONTINUOUS GRADE 12" GALVANIZED SPIKE RISER 24'L x 9'W x 22"D 3' ON CENTER 2: '.2,„^~: OR~FiCE EL.=342.5 ounL P~Pes s3 ~F aa~ RcP 24'L x 9'W x 22"D
TOP OF GRADE= 340.0 BO'"OM EL.= 3420 - - ~ cass 3 wiLOCK~N~ ~o~ R~N~ ~o~NT V !
L 2 ® EXTENDED VALVE
~ NOTE: 1) INSTALL TEMPORARY NOTE: Z) BASIN TO BE STABLIZED ~ FAIRCLOTH SKIMMER WITHIN 14 DAYS OF RISER INVERT 5' INVERT our=341.5 2' STEM W/ SUPPORT WATERPROOF - °RT OUT=341.5 3' O.C. MASTIC (TYP.)
~ ONTO 4" DEWATERING CONSTRUCTION. EL= 342.0 cur c°= Q STAINLESS STEEL F--
WASHED STONE TOP OF GRADE= 338,50 ~G~~p PIPE E T STOPvMWATER POND SECTION TREKC ! ANTI-SEEP STEM GUIDES (TYP.) W
eG .ONCE PERMAN N coLLARs COVER HAS BEEN ESTABLISHED NTS see DETAIL POURED IN PLACE Z #3 BAR (TYPICAL EAC" FACE) CONCRETE COLLAR 4" PLUG VALVE GROUT TO Q
- - - EXCAVATE SEDIMENT rHls sNEEr 4" DIP DEWATERING INVERT DUAL
18" FROM POND TO ESTABLISH 12" NOTE: CONCRETE 511ALL 8E 3000 P51 @ 28 DAYS INLET 30" BARREL n
FINAL GRADES AS SHOWN ~ASI N CROSS SECTION 4" THICK COMPACTED REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60,000 PSI INV.IN=342.0 i I INV. OUT=341.50 ~ iJ__
wnSHED STONE ~vELING PAD AND CLOSE DRAW DOWN VALVE. ~=70 U INSTALL 2.0 PVG DRAWDOWN
6'k6"x8' TREATED TIMBER RISLK ANTI-SEEP COLLAR DETAIL ~ Z PIPE OPPOSITE OF DEWATERING NTS VALVE. SEE I RISER DETAI
4"x4"x36" TREATED TIMBER CRO55 SECT ON FOR L
POST - 8' ON CENTER 12" GALVANIZED SPIKE 3' ON CENTER ELEVATION. NTS ~ - Z
TOP OF WEIR = 340.0 0
MAINTAIN TIMBERS ON CONTINUOUS GRADE U J
CJ?LET PIPE 8" GALVANIZED SPIKE I~ ~ ~
2 PER POST PER COURSE I'-6` MAX. INVERTED ~ ~ m NOT RELEASED W W
TOP OF GRADE= 339.0 ' / DRAW DCWN I-
~ ~ ~ TOP OF GRADE= 338.50 / ~p ORIFICE LEVEL SPREADER N FOR CONSTRUCTION
/ G~Op SEE DETAIL THIS SHEET . ~ / ~5~\aG Q f ~itlr.',s1~j-~1" ,,,r,~ .~41~~~, t~,F.'ill~~')lV` f r+ _ _ L~
E~ DRAW DOWN PIPE PENETRATED P`S
THROUGH STORM BOX ~0 4" THICK COMPACTED (SEE BA51N DETAIL FOR SIZE) ~ P~ t~l.~`~# , ~ ~r
WASHED STONE LEVELING PAD ~0 0 _ W ' ~ f
12" QO 1 d t1
COMPACTED EARTH ~0 ~ BACKFILL ~i ~ r' 4
QO P~ ~0 ,~a w ~ V /
0 W
0~
A L
f ~ Date:
6'k6"x6' TREATED TIMBER ~ O8/ 15105 lF{I fEC1x iii 4
P05T - 6' ON CENTER
NTS REDUCER AS REQUIRED f ,y § Scale: ,f G~3f"It~,
6"x6"x8' TREATED TIMBER FOR DRAW DOWN PIPE `-v ~ t NIA
~S;Ca ~~r3 ~7t^,,;i:"i~x1'lt~~l~~fi"". Drawn: FES # PIPE SIZE B D W d RIP RAP w
TOP OF WEIR = 334.5 ~ f 0" PVC MAINTAIN TIMBERS ON 12" GALVANIZED SPIKE ~ TEE 10" PVC 5CH.40 - AJF i.
CONTINUOUS GRADE 3' ON CENTER ~~~r~~ttnK~~ NAME (IN) (N) (IN) checked:
2'-6" MAX 0 --CAP END ~~N D3 15 5' 12" 4' 6" CLASS A 4' MVZ
~`NG A5 15 7.75' 22" 4' 6" CLASS B 3.75' Project No.
8" GALVANIZED SPIKE _ _ _ / ~ 2 PER POST PER COURSE 275-07
TOP OF GRADE= 331.50
E 2' 0" 2'-0" 6'-0" . ~ ~ Computer Dwg. Name
TOP OF GRADE= 333.5 8'-0" 8'-0" f 275-07-EC-DETAILS-RENO l 0 106
WEIR WEIR 4" THICK COMPACTED ` `'y ,:,dtl~t
VVM0l ILU JIUIVL LLVLLIIVU I HV s min" Sheet No:
2" 1 1 \ 5u COMPACTED EARTH c,l
BACKPILL CUT PIPE IN
PIPE 5HALL BE LAID HALF FOR WEIR ON FLAT SLOPE 1 € f~ Pap
I I tt;ii M with F'Itlt--r Fon l-
Of
WEIR LL ,vTs
11

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GENERAL CONSTRUCTION AND UTILITY NOTES ' v wy ~ / ~ 1 v v 1 1 / 9~ / / 11 1 - J IIY...~~i
I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON \ ~ I ~ ~ \ I ~ \ _l N
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR ~ 1 ~ I R TO STARTING CONSTRUCTION AND v ~ ~ / f I ` ` >t 1
SHALL FIELD VERIFY CONDITIONS PRO \ ~ ^T ~ 1 ~ III \ \ NOTIFY THE ENGINEER OF ANY DISCREPANCIES. J 1 / ~ III v A A I ~ W a a4 ' / ~ zz 3 /
II \ \ \ T NORTH CAROLINA ONE CALL AT I -800-632- ` ~ ~ I \ 2. THE CONTRACTOR SHALLCONTAC 9/"~-~ / / - I I 1 , ~ / 1
B N FOR ASSISTANCE LOCATING EXISTING UTILITIES. ~ ~ I I \ D E T WN OF ZE ULO - ~ ~ I mow" AN TH 0 ~ ' ry. Kp~ /
THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. , « ~ v i III v III v p ~ III ~a 3 W / /
3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS ~ \ AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS v III i / 3 /
v II w SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS. ~ ~ "~5~~;»~; ce,~ a~ ~ ~ / I tips;.:a ~ / III i ' ~ 1 ' 3 3 ~ / 2 F
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO 34 i . / O
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. ~ III III \ Y 1~_----_' ice/ / / O / 1
5. SEE DETAIL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. ~ SS ' ~ / /
A L WATER MNNS SHALL HAVE A MINIMUM OF 3 FEET OF COVER AS \ ~ 6 L / / / 1 - / Date: ~ i
E RED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED. ~ ~ ~ ~ ~ M ASU - I -29-05 /
L 7. SANITARY SEWER SHALL BE LAID AT LEAST I 0 FEET LATERALLY FROM THE \ ' / ~ / / / Scale:
EXISTING OR PROPOSED WATER MAINS UNLESS THE EI~VATION OF THE ~ ~ ~ ^ ~ TOP OF THE SEWER IS AT LEAST l 81NCHES BELOW T11E BOTTOM OF THE ~ 3 / / I 100'
~ ~ WATER MAIN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ ~ ~ ~ m ~ ~ i m ~ /
8. WHERE A SANITARY SEWER AND WATER MAINS CROSS, AND THE ~ ~ Drawn:
THE WATER LINE ~ / ~ VERTICAL SEPARATION IS LESS THAN 18 INCHES OR / ~ i i PASSES UNDER THE SEWER, THE SEWER ~ WATER MAINS SHALL BE ~ / / / / ~ ~ ( ~ ~ ~ AJF
DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF THE \ ~ / ~ ~ Checked:
~ ~ PINT OF CROSSING. ~ ~ / ' 0 ~ , ` a~ ~ MVZ ~a a7-e-iou
\ I/ ~ f ~ 9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES s i / ~a ~~~m Project No.
BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL ~ ~ ~ / SEPARATION IS 3 FEET OR LESS FROM EXISTING OR PROPOSED STORM 3g 1 T~ 275-07
SEWER. WHERE A SANITARY SEWER AND A STORM SEWER CROSS, AND ~ I / Computer Dwg. Name
THE VERTICAL SEPARATION IS LESS THAN i 2 INCHES, THE SANITARY \ i ~ ~ V I i A I SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN \ ~ / \ \ 275-07-GRADING.DWG
~ ~ ~A ~ / v STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING. \
' \ ~ / \ / ~ ~ / \ \ \
10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM I~~ ~ ~ - ~ ~ ` ~ ~ ~ \ AIAQT4.1
SURVEY INFORMATION PROVIDED BY KEN CLOSE SURVEYING, INC. \ ~v• Sheet No:
1 1. ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE
DUCTILE ORCAST IRON PIPE. PIPE MATERIAL TRANSITIONS ARE 100' 0 100' 200'
NOT ALLOWED WITHIN THE RIGHT Of WAY LIMITS. ~Q \ \ low
12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT 15 LOCATED OUTSIDE I \
Of A RIGHT-OF-WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE 330 ` SCALE: I 100' (Horiz.) Of
WITH CORPUD DETAILS 5-24 THROUGH 5-27 CONTRACTOR TO VERIFY I \ \ MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE If APPLICABLE.

. _ _
~ ~ i - 1 I ~ , I ~ 1
1 1 I I ~ ~ oW ~Q
I I ~ 1 ` 1 I 1 ~ I I I / 1 N ~ Q
1 ~ 1 I 1 1
~ I I I ~ ~ ~ ~I-D4 1 I
~ I B/C ELEV.-356.12 I I / / ~ 1 p 1 I \ INV. _LEV, 352.6 I I
1 1 I / \ L \ ~ I I / /
1 / 1 I / I I ~ / ~ ~ ~ ~
~ 1 I ~ / I I I ~ / ~ Z ~ W
/ 35G--- ~ 1 I ~ / t~s 1 1 o I I / o I 1 I ~
1 / I = I I C 1~ / ~ 1 c~ CI-D9 1 / ~ / 0 U
/ I A BIC E'~EV =354.93 3sa ~ / 1 ~ INV. ELEV. =3S 1.43 ~ / A ~ ~ Z
~ 1 ~ / 1 ~ ~ ~ 1 ~ ~
/ ~ ~ 1 ~ ~ G ~ 1 61 ~ / ~ ~ ~ EXISTING POND ~ ~ I Z ~
~ ~ 1 ~ 1 55 F 1 1 ~ / ~ I Q W
~ ~ 1 1 1 1 2 Ge / ~ ~ z ~
1 6Q 1 I D5 ~ 1 1 ELEV.=345.7 / ~ ~ W ~ 0
~ . 1 1 1 IN .ELEV. =~1 1 1 / ~ ~ I I~ ~
1C1-06 ^i ~ I I 1 1 1 ~~IGpkE~353.48 ~ I ~ ~ w I I~ I ~w ~
1 Ikv. ELEV. =349.90 I I I 1 ~ a I I ~ ~ Z z _ g
1 1 / / ~ ~ I I ~ C EIFV.=349.1 ~
~ ~ I ° I I FES-D8 1 2 i ~ ~ ~s I V. ElFV. =347. p I W
INV.OUT=346.q I-D~ ~ I I Q PERMANENT OUTLET ELEV.=350.90 , ~GP ~ DISSAPATbR 1 IN .ELEV. =346,90 V I I I ~ ~ I -n9 ~
CLASSA5FONE ~ LZb ~ I I ELEV.=349 W I V. ELEV. _ ~
5'W X 6'L X 12' D 1 ` I D50=4" I 1 I I I
1 I I 1 s ~ 1 1 I O
1 ~ I I RAP s ~5j i _ 1 6 2 I 1 ~ ~ N I I _ ~ _ I Z
3 VF ~ / ~ 1 O 5 0 1 I q P C R OA "lO
0 ~ ~ I 1 ' 350 / / ~ 1 I I h '
L / l ~ _ / / 1 1 , / ~ I m
1 1 ~ / B/CE!EV.=350,90 59 ` , ~1 35C t} ~ r'0 U
/ iNV ELEV. =347.40 1 / 1 i ~ ~ ~ ~ ~ c ~ sae cl-n1o ~
< < ~ 1 0 _ INV.OUT=344.70 z _
\ ~ ~ \ ~'1 ~ 63 m PERMANTNTOUTIFf Z W - _ - DSSAPA OR Z ~ ~ r m C1A55 B STONE N
~ ~ 1 97 I swxlrLx22'o - W ~rw
1 1 ' ~ 1 ~ ~ JN I D50=8° ~ Z r I ~
~ ~ n~6 / RAM E.EV.=3~ 98 ~ r airs ~ t o ~ ~ N ~ Z u m R~rJ E.EV.=347.5 I ~ r
i ~ 1 ~ / / NV. `_~V. =3 1 58 1 NV. °_EV. =344.5Q _ _ I W 3qq Q O U~ I I o I t~ ~ ~ V x
< < ~ ~ ~ ~ ~ ~ I- ~ ~ ~ m - z ~o
1 ~ - / ~ ~ ~ W ~ N~ I I F - i, r
~ o ~ 1 1 ~ ~ ~ N ~ 0 I S"RCP ~ O ~ 7- 3 I Clk G2 I ~ - _ ~ W L f- y r
1 ~ 64 ~ m~ \ ~ ~ ~ 1 1 96 BIC ELEV.=S 0. Clk I ~ Z m ~ m . ' n ENV EIPV. 45 20 B/C LEV =350.27 O C ~ ~ ~
1 1 Q 1 1 J~ ' ~ I .r INV. ELE . =34s.az ~ DRY BA51N #3 ] ~ m I I 99 rn w ~ „m
~ ~ ~ 1 1 ~ - o I I ~ I a N ~3 J
1 ~ 1 ~ < 1 Z o I m ~ ~ o I - J I ~ I A Z 8>
1 ~ 57 1 1 1 I w I - 0 -
1 ~ ~ ~ _ J ~ I _ - - -I FFS-M:'
\ ~ 1 I I PERMAtiFNT LET > m
1 1 501 , / ' ~ I 95 ~ ~ ~ DISSAParoR N ~ w cLCSS sro
1 ~ ~ ~ ~ 1 65 ~ ,,-'YId7 YId7 ~ ~ ' ' R'M ELEV.=346.OOqq I I w ~ W` _a~_ x 2° D
~ ~ i 1 mJ / ~ NV. ELEV. =343,Ob 100 C- - w I d 1 I I U
1 w I ~ _ o
56 ~ - 0 CRY BASINtl {{~{1WIIIpIQltlllry 1 '_iD CCNC. Q I I I 'iii
1 A i ~ ~ o/ ~ ~ o _ i ig ~R F -345.0 `~0 ~p.¦~~ ~ /~~ih I _ , / IN'V. _L1 -342.0 ~ b' ~ _ ~ U 1 _ i _ ~ 2.0' DRAWDOWN ORIFI E V 11. y
----J 1 / - i \ ~ ~ _I ~ p i INV.E 42,5 r ~ ~ d~V ~
~ ~ / ~ / - ' I ~ 94 I _ ~ sEE A snrr2a J I ~ L.F. DUtL 3 CP _ Q ~ Z~ N
- / 1 / - I I ~yGa i9 \ 3 ~1~. I ' 6 ~ 01 RY-POND k3 EADWA ~ S i~?' i
1 I I I N. `_=V~ t2 56 ~ 1.F ItG3 V.OUT=341. i ~ I I 1 2 ,RCP 1 c F .3.:, 3" `fir I ~,f,rd ~~bd
RBF ~ ~ I I ~ / ,5 A -3<2.07 / phi 0 ah..¦u/~~
~ 55 1 ~ 1 I ~ ~ / I h~9 / nh 1 35C , ~ , ~ / / w E OUTL~ DISS PATOR I ~tfltgt~~
` 1 , I \ ~4 / 1 y9 I ~ ~ i \ v C. y'S 5 ONE Q r 1 / / ~ ~,t' x 5 X 22' D w
1 3~ 9 I ~ S J 1i \ aA / / _ Im ~ ~ 's ' V /
1 1 - 1 ~ 93 \ ~T / I - ~ / I
I / I
1 1 / ~ ~ I ~ I - ' Iwl / D ~ ~5 1 ~ I I I /
~ I I _ _ ~ 78 _ I 78 w / / l I I 1 ~
aaDZ 1 I I I / ~ (v I1 / / /
m 54 arc E_e: -33.67 iNV. Elev. 4339!4 31V~5"RCE I I J / I 1 W
,V _ ` / „ GP ' I ~ / ~ =3a~"so / ~ ~ / 103
-ESAD3 / a 1 V`: E~EV. =33950 I a~'.rf3~' / / 92 PO ~ / _ ' 1 .a / / ~ /
P~EO EDSCOLR-0 ` /i / SEED 1L 511'.+29 ~ ~ I NV. ELEV, =3 8.60 3~ 2 ~ L` ~`F ~ ' c _ ' _ O i _ - 1 / W
D SSAPA OR PaC - ~.ti;5 A / 1 ~ / I 18`RCP T c 'NX 5L~I2'S ~ / i F" - 7~ -r ' 1 D ( / ~ Bl GS =3493 / 1 n W F. - / 2 0 _ ~ 34,61 79 1 / / ~y \~R INV. L ~ 3a0 a7 / \ ~
sn=41N. ~ / / I ~ I . ' C 34,61 / / . ' ' Clq 10 I I V _ `V~=339.50 / / / I B1G ELEV.=3-Qx.61 _ `V~=339.50 \ / / A ~ / \ / A
GENERAL CONSTRUCTION AND UTILITY NOTES / I / ~ INV, ELEV k3~92 ; I , / / ~ ~ 1 77 I 1 / / CIdG6 \ \ z / 51C ELI 3 9 V / \
I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE 8F5ED ON / / 3°~ I I 39~ I FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR / ~J ~ ELEV. =338,02 66 I / INV. ELLV~3 .3 ~ / 0!} I ~ / / \ _ ~ ~ ~ 9 \ / ~
A D ~ / I I I I SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION N / J~ I I / / / - ~ _ - ' ~ TOP OF MBER =3
NOTIFY Tt1E ENGINEER OFANY DISCREPANCIES. / , ~ I J I N ' / I - - ~ I I ~
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT I -800-632- ~ I - ' ~I I I - 1 / / s ~ \ / z ~ / / ~~T ~ V / \
AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING UTILITIES. A AT LEAST 48 HOURS PRIORTO ANY DIGGING. I ~~I - - -I - ' ~ Q THE CONTRACTOR SHALL C LL 80 3p~ / \ ~ ' / / ~ J
i1 - - . - - I 3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS I - - ~ ~ n / \ /3A 105 ~ rr nn
I WATER AND SEWER IMPROVEMENTS - - - 7C AND SPECIFICAT ONS. ALL _ _ - / \ V 1 / / 90 V / - 1 / \ /
ZEBULON STANDARDS AND SPECIFICATIONS. - - - I SHALL CONFORM TO THE TOWN OF - I 0 ,I I a I I~ / ~ I ° gk5 / / ~ / V J W J 1 / ~ /
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO " I ~ N.C.D.O.T. STANDARDS AND SPECIFICATIONS. I I ' a / / \ / ~ V J - N
II I 67 w ~ ' / / / / \ `4 Y \ / / W
ETAI HEFTS 26 FOR UTILITY CONSTRUCTION DETAILS. / ~ I I 5. SEED LS v~ I I L- w / / / A s \ / / / ~ TIMBER E C
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER A5 < / ~ I I , ' ' ~ I MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED. 0J / I - I / / / ~n v / / SEE DETAIL
/ I I I / / \ 'CA~L~r / I 89 \ ~ ~ / 106
7. SANITARY SEWER SHALL BE LND AT LEAST I 0 FEE( LATERALLY FROM ir1E ~~,J / - - - 75 EXISTING OR PROPOSED WATER MAINS UNLESS THE ELEVATION OF TI1E p / I I I - IM LEV 34 ~ I h ~ W I \ / A ~ /
TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF TI1E ~ / ' - _ _ - - - - Nv ~E p ~ I / I - I ¢ I ~ I I 1 / 8 '~o~F \ / / C = 2 ~Q G7 / /
WATER MAIN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. I I I I IW I ~ I ~ I L - / I ' .ELE - LP ~5 B/ ELE =341.20 / / \ ' _ , ~ / ~ °R INV. ~E -338.0 / / / \
AIN CROSS AND THE < ~ w 8. WHERE A SANITARY SEWER AND WATER M S I I I 3A VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE I I 68 I . - ~ ~ ~ \ / \ ' 345 1 - - ~ / /
53 I I ~ PASSES UNDER THE SEWER, THE SEWER # WATER MAINS SHALL BE ~ I I I , ~ ' ~ ~ ?a3 A / \ 82 3A v /
DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF Th1E I I ' I I I I ~ I POINT OF CROSSING. I I ~ n I w YIgl31 to ~Ik I E V.=341. ~ as /
~ CIR24 I C1# 5 ,343,37 CIk~2 ° v 8!G ELEV. 42 15 I M E V 34, pb I =33.5 3 ~ 6 f I V. E V. X38. C _ ~ ~ 'y 0 ~ ` c n - - - _ ~ i Date:
LTA Y EWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCI'ES ~ alC ELEV.= 43.37 5~ ELE ~ .33g.6o 74 LF C 1 I 9. SAN R S INV. ELEV. 339.8 F 0V. _ . - ~ I 25 BI E 2b'~ EL _ INV. ELEV. 3 .0 u I BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL I - - - - 15"RC° ~ L - - - - I i P 1N [ 25LP E = 42.1 - ~ I Qa 1 ~ o BI 3 5 - ~ nDP 3 I ~ ~ 08- I -05 88 5 I P IN EC~V, =337.50 . - .P .8 ~ i ~ 1 ~ \ / /
SEPARATION IS 3 FEET OR LE55 FROM EXISTING OR PROPOSED STORM ~ L . - _ _ s _ 345 - I _ _ _ - i ~ 1 Q Ip y y / / \ I 1- - - 343 1 7 1 ' d~,~ \ ~ \ ~ ~ Scale:
AND I - 1 I I SEWER. WHERE A SANITARY SEWER AND A STORM SEWER CROSS, _ _ _ _ -l - _ _ - - THE VERTICAL SEPARATION IS LESS THAN 12 INCHES, THE SANITARY < - - - - I I I ~ 1 1 1 . s ~ ~ ~ I ~~=50'
SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN I I I ~ I 86 1 A ~ ~ \ o a3 ~ I 1 I v 5 ~ 1 ~ 1
STANDARDS FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF CROSSING. ~ I 69 I ~ ' ' ~ I I I 1 1 i Drawn: ~ I 85 1 1 / a 108 1
52 I ~ I ' ~ I 10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM I I = ~ I ' ' ~ I I I I 1 1 ~ ~ AJF I 84 I 1 I a )
N I I 73 SURVEY INFORMATION PROVIDED BY KPN CLOSE SURVEYING, INC. I I I I .I<F. I I I I 1 1 ,6, - 3a? ti ~ I I I 1 ~ S ~ - Checked: I 83 _ I ~ , F ..39 _ ~
I ~ ~ A I I . ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE ~ I I _ ~ ~ p I I I I I l I I 1 1 ~ -pry 4= Mvz
DUCTILE OR CAST IRON PIPE. PIPE MATERIAL TRANSITIONS ARE _ ~ J - _ - - - - ~ 2~; I I I = 1 I I ~ I I J 9A I I I I I Project No.
NOT ALLOWED WITHIN THE RIGHT OF WAY LIMITS. ~ - - iw _ _ _ _ - 1 I I ~ ~ ~ °u
12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT IS LOCATED OUTSIDE _ - _ - ~ - c r ~ A ~ n I I I ~ as 275-07 F I I ~ 3
OF A RIGHT-OF-WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE I I , ' 1N ' ~ I z WITH CORPUD DETAILS 5-24 THROUGH 5-27 CONTRACTORTO VERIFY I 1 ~ 1 I I I ~ I- - ~ ~ ~ Computer Dwg. Name 3a4
MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE IF APPLICABLE. ~ 70 m l~ I J L - - a3 ~z 275-07-GRADING-RENO I OI 06 3 I--B 3~ G12
51 ~ 72 I ~ CIgl9 nl ~ ~ ~ BICELEV.~4 12 I _ = ao og
.3. inns ci car _~a: to - ~IAOTLJ /1 ~
'W. Cv. OD c lS GP SRGP !F b ~wR n Sheet No: 2 Yi5
J n / gR~p 4°RG° &C ELEV. 41.54 %V. ELEV. - .0
- 1 v CIY 92 1 E EV =33x 4; 3a} 1 50 0 50 100
CR ELEV. =3'_ E 'L , ' ~ ~ 1 I 2 1 1
}b ~ ~ I 1 1 112 1
E1,E 7 - -0 340 Q AD 340 1 1 SCALE: I 50' (Horiz.) 340 1\0 3ak 1 Of _ - '1 1 1 1
~ ~ 3tr3 1 1 13 1 1 ` I I I 1 1
i6 342 ~ 1

I - ~ / / / ~ ~ ~!T P / / \
6 ~ - - 80 / ~b~ / \ / \ y \ / / ~ q 1 ~ 345 ~ ~ g w ~ / $ ~ \ / / / ~ ~ O 1 NEM OUTLET DI ATOR ~ ~ ~
/ \ ~ / / \ X ~ 1 ~ 1 / N Q i \ \ /3n5 / 105 `~a 1 srv x I z~L x'Lt° V - ~
- 76 ~ D 90 V \ ~ 1 ~ 90 \ ~ / so 1 0-8 ~ ~ / ~ ~
- - ~ - / I n w 1 r., 45 / / ~ ~ / ~ _
N I A ~ \ a° J I \ 1 / / / 1 DP
I 67 w I / / \ 1 I, / / / \ ~'3 \ / / ~ 1 FES# I-7 146 L _ _ _
1 ~ I ~ , ( ~ / / / \ eL' \ / / ~ TIMBERL EL PREADER#2 3~ 1 INV. OUT=339.5 ~ / / ~ Z~C~ ~ / / \ I95 LF. - P L.=340.0 d~ s ~ 1 Z
/ I 7P - - 1 G / / F`~~ / I I ' ~ I 8 / / / / A \ / / SEE DETAILS # o 0 0,~ 1 T ~ CWC
/ / ~C G ~ / X ~~5 O 1 G / \ '°~°w / 106 ~ ~ ~ ~ 89 \ „ 1
c ~ I 75 ~ w ~ / / / ~ ~ ~m1 1 / ~ ~ ~
~ / I ~ ~ m I A - - --1 /
I ~ Iw I lF y~ B/ ELE 34 ~ .20 / a ~ ~ Q I .ELE - ~ NV. WLE =338.0 / / / \ O 1 ~a ~ - i 9
I I I 34 - - 345 1 I 68 I - R~ Fw \ \ ~ 1 156 0 - p 1 Q w
53 I I - ~ 3A3 0~ / / ~ G~ 1 3 / I w 1 m ~ z
I ~ 82 a5i C I i-~ I ~ YIki31 i~ 3 I I I ' - I ~I~ 14 ~ E V.=341, ~ ~ i 3AA \ C / 0 1 ~ ~ \
I I I n IM E V 341.0 I '33 .5 I / ~ I CIN24 I Clg 5 383,37 CIN 12 I V. E EV. 138.2,C_ - - I ~ ,e ~ ~ ~ o
~C ELEV.= 43.37 g 60 _ I I 74 BIC ELEV.= 42 I S w G I I 61 ELEy.-.33 25 B/ EL~V.-342,15 n o A4 INV. ELEV. 339.8 2g LF ~N EL V _ _ - - w INV. ELEV- 3 D P 1 _ LE ~ 8 'D~ 3 - a IN . EI~V -337.50 - ~ 1 FIFO \ TO 0` TIMBER = 0.0 1 ' ~ 1 88 ~~<< / / \ ~ / uJ
I 15"RCP `P L--- .4 I ~ ~ I ~i~ < _ N ,5 - i C 1 1 ~ L 1 ~ I 1 3A3 - l
I , ~ ` - - - - ~ - - - I _ / ~ I 1 1 1 ~ \ ~ \ 1 \ N 1 1 \ ~ ,w \ ~ ~ 1 z
< - - - I I - I 86 - I I o ,a3 ___--I ~ I 1 1 1 s ~ v ~ ~ 1~ W g 86 1 1 V / o 155 ~ 1 1 ~ ~ ~
~ I I - - ~ I I - ~ 69 ~ I ~ __--I ~ I I 85 I 1 < I ~ I ~ I I - I 1 1 ? ~ o f I` o 1 1 I e l08 1 ~ ~ ~ w
52 I I - ~ I I I I I ~ 1 1 ~ ~ ~ s ~ ~
I I I I 73 I 84 I I I I z~ I I I I I I 1 I I ~I< w ~ 1 83 - I 1 1 #6f ~ 3A3 `T` ~ ' ~ ~ ~ 1 . _ ~ W 1 ~ ~ .=339. ~ ~ / G ~ ~ - _ ~
I I m~ I I I N I I ~ rn ~ I 1 I r I I ~ ~ 1 NV 5_EV - 6.45 N p ~ / / /y 'A ~
~ I ~ <~w 1 I I I 1 i m .W I I ~ i 3AA / Iu ~ ~ _ ~ w 1 3A \ / c ~ _ D -
I I I I I ~ I - I- 60 / 1 I \ Z ~F ~ 154 / / ~1 0
_ a ~J A I I ~ I L AA M _ I J _ I 1 1 J 3 ~3Ap ~ ~ ~4R / / a w Q Cp 1 m /
- I n b I I I ~ I- _ - _ 344 ~ - ~ ~ - ~ 109
I l 0 ~ ~ - I L- a3 I ~ A~ 2 I __r-- 3 \ 1 ~ / 342 1 /
5 I ( \ 7 ~ e I \ Qk~' ~ - m V BBC _LEd - 4~ ' 2 I - 40-09 G12 o w ~ J I / / BIC ELE a ~ 1 CI# I i 1 / U
a',I ~ V'r.. p 3>~ INV. ELEV. _ ~ ~ I ~ ~ , %3~ N BlC =339.30 ~ ~ ~ r, NV. V. =335,70 ~ i / / ~ 1 ~ I z
d 2 C~a 5 p ~ \ J F P ~F ~ I , ` ~ ' R~ 4"RC B;. _LEV 41.54 343 ~ ~C~ ~ i~ / n - ~~1 yLF L~ ~ W -
C ~ / \ ~ '0 Iha. ELEV. - 40 I - \ ~ \ i CINIp0.~~8LF - ~ ~ 2 e ~ 1 ~ 4 Z `N 1 \ ~ygG , ~ u' Z G ~ m 3q4 ~ 1 ~ , 1 ~ / ~ 153 N ~
I - - - 1 V ~ ~ i \ / / c Q ELEU =339.9 i C - - . ~ ~ ~ ~ ~ ~ V A ~ ~ ~C ELEV. =333,70 ~ ~ ~ 1 1 I T TIMBER =3 .5 ~ ~ / ~ W U n II
L - - ` 1 ~ \ „roe ~ 44 ~ ~ 1 ~ ~<O n ~ ~ o ~ ~ ~ 1 o w 11 i3AA ~ 1 Jm~ D 1 1 a W m W ~l Z`~'1 Z 1 1 I I2 1 1 ~ mrn~ o ~ o z
1 ~ v \ 3~ ~ 3 ~ i-- ~ e ~ / 6~ ~ Kn AD - 6 3 340 1 \O ~ 34A 1340 1 ~<.p 1 FES#K4 a 7 ~ _ 1 1 INV. OUT=3 w L
~ ~ E~,e ~ 7 I ~ ~ - ~ I v ch F . 343 - - - ~ y ~ _ 1 1 1 ~ I Q o~ 1 1 1 3 1 1 1 w~ ~ DISSAPATOR A- CLA55 B 5 NE 7 C- x 1 w . , ~ 1"1 ` G ~ ~
~V 3~ - ~ I I ~ I IE 34z 1 I 50 ~ V ~ B1C FIFV,=339.86 _ - ~ I I 1 1 1 1 1 ~w ~ 5WX9'Lx2'D ~ uu- 1 1 ~,O 1 ~ ~ D50=BIN. ~ H I \ - 1 1 1 1 W o 3,? J z N
1 - I I ii4 \ CIk23 KV fIPV, =335.90 - I I I 1 1 1 R w i. t` 1 1 ' ~ 1" ~ O ~
/ B/C ELE .=3x243 I I ~ ~ 5 I I W ~ ~ ~ 'NV I x.56 "7#~ 1 1 ~ ~ ~ 7 3, 1 1 342 F o ~ r 1 1 , 21 L TIMBER LEVEL 5 ER X: 1 ~ Vp 1 h
.Q / ~ '~'JV ~ FV =334° ~ ~ I I ~ ~ 6 I I I ~ ~e \ ~ - I I 1 1 3p3 ~ ~ ~ if ~P 103 LP. -TOP E~.=344-5C' ~ ~m 1 1 / 38 ~ 5 R~ I#G 7 SEE DETAIL 5 "k C ~ 3] ~
~ ~ / ~ ~ v I I , I I I F ~ v , I ~ ~ / ~ ~ 1P~9 ~ ~ A 34~ S• FYI#22 I I I~~ I I 1 1 , ~ C E V.=339.68 1 ~ i~ 3aa 18" GP I V.E V=335.70 I J~ ~'O
/ ~ nO0 A A ~ PP 5JL4ELvV,-.":3.00 I I / ~ ~3 ~ V A NJ V. I I I I ~ ` .=3 9,68 N Z ~r~ O - U1 0
/ A d, ~ A A I V I I ~ / \ ~ ~ a'S ~ ~,q~~ \ 4 \ I I I I 1 i ~ r~ i 6i INV. E fV = 35.10 T P F TIMBER =3 .5 a ~ ~ ~ 1 i ~11A'FFV.=339.50
/ 'P ~ ~ ~iK" ~ ~ 8 v I I \ ~i~ > I I I, I I ~ - 8 - - ~ i ~ KV. ELEV. =335.30 1 a 1 ~ ~ ~ O ~ i ~ ~ ~ I
\ ~ ~ 15" P ~ ~ ~ C ~ A I ~ 4O~F ,~D ~ A V I I ..P , ~ -IUU „RCS 1 ~ I I / ~ 2A LP , , o o 134
~ 49 , r, ~ , ~ I 344 ~ ~ ~ s~~ o ~ ~ i v v I i ~ ~ I ~ I m / ~ C
~~.Q- Cp ~F'd' ~ 3 V I 343 ~ ~ ~ / ~ i/ 1
/ / Gd~ 119 ~ ~ v Vc`3~.5O - - ~ i ~ / \ ° I ^ i ~ / \ \ / \ \
~„EL~V.=342.1 6~, ~A l V °43 - i ~ NV. ELF . =338.65 lT \ ~ \ ~ ~ ~ po / / ~ ~ CIa3 ~ ~ v qo-- LP m 15°RCP _ - Y~ac ~ 5A ~ a ~ , I I v
/ / ~ C E.P, =3~"C ~ ~ \ 4 9b - . - RIM cLEV.= 38.80 RIV,cLEV.= 38.80 / c ~ \ F = I \ ~11NH111YMNp11 INV. _LLV, - 335.30 m \ \ H 1~J~
/ / ~ EL"~ =33a-~ ~ ~ ~ ~ INV. ELEV, - 335.3 \ / / .4r v ~ 43
~ ~ ~ ~ / / 12t ~ v / cA ~
~ ~ ~ i i \ ~ ~ I m 133 v ~ v ~,.•J c~ / 1 ~ \ \ ~ ~ _ ~
/ ~ \ ~ 4 343 \ / / / / ~ \ ~ Z; N ~ i -
\ / ~ v J ~ ~ 12 I A / ~ ~ ~ m ~ / ~ ~ GxG.o w = V ~ ~C ~LLN -34 06 - r . / ~ ~ VV. EL =33a 3C f I I I ~ y ~~0 t`
i s ~ ~F ~ / / C ~ % ~ 3gR. a \ \
_ ~ ~ ~ C r' 2 i ~A A / V ii 11 _ iy~
~ ~ A ~ F,~V.=341.00 I ~ ~ , A ~ ~ ~ ~ ~`,~V. =333.20 _ V
/ 47 ~ ~ v ~ ~ ~ / / ~ v k33 ~ v l \ \ \ ~ \ ~ v NI _ _ - - - ~ f1111NfIINIgN
< < 7 _ ~ ~ / / v ~ / 3 ~ I32 , w
\J / 3~h ~ ~ / ~ v ~ \ ~ v ~ ~
~ I I / ~ CI#G2C v v 1
~ ~ ~ ~ / _ ~ ~ v ~ % ~ ~ / ~ B/C ELEV.-340.37 Ory m 1 1 11 / INV. ELEV. 333
~ ~ / E ~ ~ ~ ~ ~ ~y a~ ~ ~ V 1 1 ~ / ~ ~ \ ~ i ~
~ ~ ~ v / Q l i 3'3 ~ ~ ~ ~ ~ A \ ~ ~ 1 ~ / ~ \ ~ m V ~ 3A0 ~S, \ ~ m 3a
~ ~ ~ ~ \ \ ~ /~C \ I \ ~ S / A3/ / ~ p CI#G2 ~ ~ ~ W gA3 \ ~ CA B!C E_EV.=340.3 \ 1 1 ~ ~
~ ~ ~ 3 s, \ \ ~ 45 / / IkV ELEV. =333,55 \ c 1 / ~
< \ \ / / ~ ~ a~ v ~ / \ ~ ~ TIM ER LEVEL SP R # 1 7 / \ \ ~ \ ~~3~ 30 L.F. -TOP EL 3 4.0 ~ L
^~4„ \ '~F~ / ~ \ SEE ETAIL ShT#28 1 1 ~ 131
~ ASS 0 L \ 1 \ \ 1 1
\ 'ti ~ \ I 1 \ \ 39
~ ~ \ ~ I Z 1 \ ~ a \
~ \J ~ I \ ~ \ w 1 / ~ ,A~ ~ w ~ya\ I n
t ~ FESk3a I NV.OUT= 1.6v ~ ~ C! \ ~F ~ Z 1 / ~ ~ _RM ENT OUTLET IS APArOR / / A~~, \ CLtS ~ S~ONE 1
\ 2 M / \~C A 9W x a". x 22' 7 ~ \ A 1 ~
\ 3~ L 42 RC` ~ 1 I I \ ~ ~ z / / I I I ~ U ~ 33S
\ I 1 / / ~ w c~
SDMriA33A PoM EL=338.0 / V A OUT TDRYBASIN#2 T1G= 0 5k5' OLID CONC. X g / i \ a-
INV. ELEV. =332.0 \ / / \ RIME .=335,4 1 1 ~ ~ V A INV. E V. =332.0
GENERAL CONSTRUCTION AND UTILITY NOTES ~ 1 \ 'ERh'AV~VT OUTLET DISSAPATOR \ FES#G22 w 15' WDOWN ORI IC 1 33 1 ~ I \ NV ~L. 332,5 ~ INV. E_ ~ 5 w ~ (SEED AIL St1T. 28;
N ~ CU55 STONE \ I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED 0 \ ~ ~ ~ - w w w TOP OF TIMBER 34.0 V 1 N
I D VEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR ~3S a ~ _ yr ~ 35LX 22° o F EL 5UR ~50~ ~ SHALL FIELD VERIFY CONDITIONS PRIORTO STARTING CONSTRUCTION AND ` \ ~ ~ ~ / 2 _ T P OF TIMBE 34,0 \ ~ ~ INV. UT=331,0 /
NOTIFY THE ENGINEEROF ANY DISCREPANCIES. ` ~ ~ ~ I V / \ / P~
2. THE CONTRACTOR 5HALL CONTACT NORTH CAROLINA ONE CALL AT I -800-632- 49 0~ ~ DRY BASwa I I ~ \ ~ / \ / Q~ / /
AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING UTILITIES, 50 iD CONC. BOX
THE CONTRACTOR 5HALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. e_ =334.5 57 LF 30" RCP `_~~V, =331.50 34~ W PE ANERT' ~SSAPATOR \ / I 1' ~ / C 5~ ONE
3. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS ~ 5 ~RAwoowN oR Face ~s'. FL =332.0 AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS s_5 FRAIL s~lT. 2e) / 33 33'I ~ 24'L k 22' \ / I I / / D5 10'
SHALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS. 'NV,OUT = 33 0 \ I 3A0 / / / \ ~ 33^ / / /
4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO ~ ~ C~3, ~ / 34
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. ~ PERMANEN- o'~'L.R DISSAPAroR CLAS` S'ee`
5. SEE DETNL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. aw x z~_ x z2• o 1 DSC- C' ~ / \ /
6. ALL WATER MNNS 5HALL HAVE A MINIMUM OF 3 FEET OF COVER AB ~ \ ~ ~ ~ SS Date: ~
MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED. ~ L ~ 08-15-05
7. SANITARY SEWER 5HALL BE LAID AT LEAST I 0 FEET LATERALLY FROM THE EXISTING OR PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE ` ' , ~ ca e:
TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE ~ . I "=50' 1PS
WATER MAIN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. ~ / Drawn:
8. WHERE A SANITARY SEWER AND WATER MAINS CROSS, AND THE g / AJ F
VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE SEWER, THE SEWER t WATER MAINS 5HALL BE
DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF THE / / Checked: . _ / /
POINT OF CROSSING. L MVZ \ h / /
9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES \ ~ ~ ~ / Pro ect No.
BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL ~ ~ SEPARATION IS 3 FEET OR LE55 FROM EXISTING OR PROPOSED STORM / L ~ / / / J / / 275-07
SEWER. WHERE A SANITARY SEWER AND A STORM SEWER CROSS, AND ~ m c>7 \ / / Computer Dwg. Name
THE VERTICAL SEPARATION 15 LE55 THAN 12 INCHES, THE SANITARY ~ ~ m SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN ~ / / I ~ 275-07-GRADING-RENO I O 106
STANDARDS FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF CROSSING. / /
10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM I / /
/ NARTH _
SURVEY INFORMATION PROVIDED BY KEN CL05E 5URVEYING, INC. Sheet No:
1 1. ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE l
DUCTILE OR CAST IRON PIPE. PIPE MATERIAL TRAN5ITIONS ARE 50' 0 50' 100'
NOT ALLOWED WITHIN THE RIGHT OF WAY LIMI75. i m m m m ~M- 1 3
12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT 15 LOCATED OUT5IDE SCALE: I "=50' (Horiz.)
Of A RIGHT-Of-WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE \ 3 i Of
WITH CORPUD DETAILS 5-24 THROUGH 5-27 CONTRACTOR TO VERIFY MANHOLE LOCATION PRIOR TO CONSTRUCTION TO DETERMINE IF APPLICABLE. 33,
Q

/ o ~ J ~ ~ v) \355 Z ~ ~ U' (n ~ lD
GENERAL CONSTRUCTION AND UTILITY NOTES ~ 355 I . EXISTING UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ON 8. WHERE A SANITARY SEWER AND WATER MAINS CROSS, AND THE \ Q 2m0~ N O W
FIELD SURVEYS AND BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR VERTICAL SEPARATION 15 LE55 THAN 18 INCHES ORTHE WATER LINE ~ i SSA' Qo ~ m ~ 2 N Q
SHALL FIELD VERIFY CONDITIONS PRIOR TO STARTING CONSTRUCTION AND PASSES UNDER THE SEWER, THE SEWER ~ WATER MAINS SHALL BE ~ ~ ~ - ~
N TIFY THE ENGINEER OF ANY D15CREPANCIES. DUCTILE IRON PIPE FOR A DISTANCE OF I 0 FEET ON EACH SIDE OF THE ~ ~ \ \ 0 W ~ ~ ~ POINT OF CROSSING. ~ ~ ro v? QJ \ ~0
2. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL AT i-800-632-4949 ~ I AND THE TOWN OF ZEBULON FOR ASSISTANCE LOCATING EXISTING UTILITIES. 9. SANITARY SEWERS SHALL HAVE THE TOP OF PIPE AT LEAST 12 INCHES ~ ~
THE CONTRACTOR SHALL CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. BELOW THE TOP OF THE STORM PIPE WHEN THE HORIZONTAL ~ N ~ ~ \ ~ I I ~ ~ ~ I ~
SEPARATION IS 3 FEET OR LESS FROM EXISTING OR PROPOSED STORM ~ ~ ° 3g5 \ \ ~ ~ 3. ALL CONSTRUCTION SHALL CONFORM TO 7HE TOWN OF ZEBULON STANDARDS SEWER, WHERE A SANITARY SEWER AND A STORM SEWER CR055, AND ~ O ~ \ \ \ ~ I ~ / ~ ~ ~
AND SPECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS h • O E OF ZEBULON STANDARDS AND SPECIFICATIONS. THE VERTICAL SEPARATION 15 LESS THAN 12 INCHES, THE SANITARY 2 Q ' O ~ ~ \ \ I SHALL CONFORM TO TH TOWN SEWER SHALL BE DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN \ ~ ~ ~2 ~ ~ A \ / / ~ ~ ~ z ~ ~ N / 1 ~ NORTH wC
A A T 2~ ~ o ~ \ \ 4. ALL CONSTRUCTION WITHIN THE N.C.D.O.T. RIGHT-0F W Y SH LL CONFORM 0 STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF CROSSING. I`~ w0 N ~ I m / / ~ ~ L l a o ~ ~
N.C.D.O.T. STANDARDS AND SPECIFICATIONS. W \ OQW ~ ~ \ \ ~ I / / o~ o 0 / ~ 2 ~ 3 ~ ~ ~ U
10. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM ~ Ch ~~2 ~ ~ ~ \ I 5. SEE DETAIL SHEETS 26 FOR UTILITY CONSTRUCTION DETAILS. SURVEY INFORMATION PROVIDED BY KEN CLOSE SURVEYING INC. ? • N ~ u \ I I / ~ ~m O~n 0 0 30 60 ~ / ~
J z 0 ,W~~ \ 6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER A5 ~ ~ w ~D ~ d Z / ~ ,ww ~ W ~ 0
MEASURED FROM FINISHED GRADE AT THE LOCATION WHERE INSTALLED I I . ALL SANITARY SEWER SERVICES DEEPER THAN 12-FOOT MUST BE ~ 02 ; w \ QO , Jp SCALE: I -30 (1loriz.) o cn
DUCTILE OR CAST IRON PIPE. PIPE MATERIAL TRANSITIONS ARE J ~ ~ ~ i / 7. SANITARY SEWER SHALL BE LAID AT LEAST I 0 FEET LATERALLY FROM THE NOT ALLOWED WITHIN THE RIGHT OF WAY LIMITS. W ~ OQ Z > ~ 2~~ Q W
EXISTING OR PROPOSED WATER MAINS UNLESS THE ELEVATION OF THE ~ , L _ _ _ \ - c~~~20 ~ ~ v z ~ ' I ~ m~'~z m I 3
TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE 12. ANY PROPOSED SANITARY SEWER MAN HOLE THAT IS LOCATED OUTSIDE 353 _ WATER MAIN WITH A HORIZONTAL SEPARATION OF AT LEAST 3 FEET. OF A RIGHT-OF-WAY LIMIT MUST BE SEALED AND VENTED IN ACCORDANCE _ ' o I o 3S3 ~ 0 c>7~
~ \ WITH CORPUD DETAILS S 24 THROUGH 5-27 CONTRACTOR TO VERIFY ~ ~ I i ~ I I w ~ ~W I a ~ OQ 08 w
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2 T~E CONTRACTOR S'1A._ CONTACT NORTH CARO_ NA ONE CA~_ AT ! -800-632-4949 ~ n- F TAh E _OCA`h6 `_X ST NG UTILITIES. ~ ~ ~0 v a AhL T-° ~~Ah v ZE&~_Oh OR AS515 C
~ ~ ~ L / 1 / ~ ~ 32 F~ AsJ ''^hTRACTOR SnA~_ CA__ AT LEAST 48 I'O~R? °ROR "C Ahv DIGGING. \ ~~~•'~Q'~c -'E ~ ~ .
. 326.E NF RM TO T-IE TOWN OF ZEB,,_ON STANDARDS ~ //~~~~~il M~ ALL coNSrRUCrION snni.L co o ~ I ~
I ~ i ~ ~ PECIFICATIONS. ALL WATER AND SEWER IMPROVEMENTS /I//unlunnuNmulnl AND 5 ~ Sf1ALL CONFORM TO THE TOWN OF ZEBULON STANDARDS AND SPECIFICATIONS.
66tF~40' / BIo- 325.00\ \ - ~ N I ~ J \ ~ ~ DI88PAT~# 4. ALL CONSTRUCTION WITHIN THE N.G.D.O.T. RIGHT-OF-WAY SHALL CONFORM TO \
N ~ / Nv. N- 32L20 o I ~ / • 3n2o\ \ ~ _ ~ / 3.75'Wx75'Lx22'D N.C.D.O.T. STANDARDS AND SPECIFICATIONS.
~ NV. ottT \ \ u~, i m i _ ~ N m 8' pmex• 12~ 5. TOPOGRAPHIC AND BOUNDARY SURVEY INFORMATION TAKEN FROM 1 D50- ,
m`~ a C 4 / 33 ~ \ ` `~~o B/fr .60 / ~ v ~ B Nl~ SURVEY INFORMATION PROVIDED BY KEN CL05E SURVEYING, INC.
~o~ ~ z mom I NV. 32140' I V 6. THERE SHALL BE NO PIACEMENT OF FILL MATERIAL WITHIN I00 YEAR C~OTD(TLE LI16~
FLOODPLNN.
am0 I ~'~I m Aim pz.z . / ~ X 7. CONTRACTOR 15 NOT TO DISTURB WETLANDS ON ROAD "C" UNTIL \
"'om L - - - - ~ J ' - _ ~ FLOODPLAN D ~ ~ goo - - _ _ _ 100 YEAR ~ ~ ALL ACOE AND DWQ PERMITS HAVE BEEN OBTAINED. CONTRACTOR - 15 REQUIRED TO HAVE COPIES OF SUCH PERMITS. L
-J 100-YEAR BACKWA m O r ~ Z W ~
ELEVATION -325.0 D ~ D 1 1 aC~ ~ ~ m ~ V rn UJ
D cn m / J / Z E ~ / Q
' Blo- 32671 ~ g33PATEf# 1 (3) NV. 4YC 320.55 12'Wx32'Lz225'D EX15T.IAK
/ F~ C-8 NV. OIJT- 320.30 D50.10' Dmex-15 A E5 _9.8 I CR Q Z
/ NY. N- 32150 1 CLASS 1 RP~1AP W/ E AREA 'V z SURFAC
52LP 36' RCP GIEOTEXTLP LJNER Z
N ~ ~ Ff3 C-7 ~ o Q ~ - Z
~ o ' o I .OUT- 320.30 i V ~ Z
1 m J _
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I o,~mp I ~ W
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I \ ~ / ~ RIRF 1J Ra' ~ ~ 1 1 L ~ 1 w
a - - - - - - - I ~ 100 YEAR FLOODPLAJN 0 3 1
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c`~ ~ ~ I 1 1 -a I r 1 1 O I ` I 1
< 1 1 \ ~ I
w ~ i NIA 37 ~ 1 f k 1 TOP 0` RISfR m,~-
~N ~ A ~ 1 1 1 1 EL=32479 ~N ~ T~~ ~ ~ ~ ~ 1 1 1 1 i 4,
mm ~ ~ / / ~ A ~ ~ i i i i i ~ ~ i i ~O V A { ~ 1 1 1 D~
Blo- 32~.A0 \ ~ 35 1 1 1 1 1 Q ~ ~ ~ ~ NY ¦ 322 / Date:
s ~ t- \ / I ~ / 1 1 r ? 1 r / 0 I /06/06
~ ~ I I b ' 1 1 i 1 1 1 ~ 1 1 _ ~ : 1 1 ~ ~ ~ /
m ~ 1 1 1 1 - k m ~ 36 I I 1 1~ / Scale: / I "=60'
1 / y m~ ? I I 1 / 1 1 1 1 mm m y 0 m \ ~ 1 1 1 1 1 ~ 1 1 1 k
(~O ~ \ / I I / OWQ.1 \ Y / 1 i' 1 / 1 /1 1 1 1 1 \ / 1 1 1 / / Drawn:
mz} ~ - \ / I I i Z ~ x / 1 1 , ~ 1 1 1 1 ~ 1 1 1~ / AJF
~Q~ ~ I ~ ~ ~ , , 1 1 1 f 1 I 1 1 1 ~ 1 i ~ 1 1 / Checked:
i i A I / 1 1 1 ~ 1 \ i, 1 1 ~ /1 1 1 / MVZ i /
1 1 1 1 ~/1 1\ / / Pro ect No.
/ ~ ! 1 1 f 1 1 1 A l in 1 ° I ROODY~AY AREA ~ 1 / ~ / 275-07
~1 ^ / 1 ~ I~ ~ 1 1 f / ~ ~ , , / 1 1 ~ ~ ' N ZONE AE ~ ~ ~.1 ,1 1 1 1 1 1~~ 1
/ 1 i 1 ' ~ ~ V A te/ 1 1 Z 1 1 i ~ 1 , y '1~-~~~ Com uter Dwg. Name P W ~ i
I 1 1 ~ f~ / n ~ ~ v 1 '1 li ~ 1 1 1 1 ~1~ 1 , 1 1 1 / \ 1 , N LATORY 2~5-0~-ONSITE-EQ-PLAN-REu F R REGU 0
1 1 ' 1 / / I 1 1 1 ~1 1 1 1 / 1I i i r ~ 1 1 1 / 1 1/ ~ ~ I EW ON LY REV
I 1 11 1 ' 1 ' ' / 1
1 1 11 1 ~ 1 ~ . .J~III AAI ~ 1 1 t 1 1 1 ~ Sheet No:
1 1 _ pi -Ili!I III
G 0' 0 60' 120' pop /
EDDI ENE_ 5
' i ~.E 0.7 G, If 1 1 ! 1 1 1 / \ 1 1 1 1 / , / / 1 1 NORTH SCALE: I "=60' (lloriz,) Of 16
1 / , 1 1 ~lAp 1 / 1
! 1

6"x6"x8' TREATED TIMBER STEEL ANTI-VORTEX PEAK rRnsH RACK
10' 4"x4"x3d' TREATED TIMBER PLATE ATTACHED BY PLASTIC SOLUTIONS ~
POST - 8' ON CENTER 2' 30" I.D. Z' OR APPROVED EQUAL WlS.S. HARDWARE Q 6~~ TOP OF RISER EL.=334.40 ~
TOP OF WEIR = 334.0 12" GALVANIZED SPIKE TOP OF DAM EL.= 337.0 TRASt1 RACK 12..
MAINTAIN TIMBERS ON 3' ON CENTER CONTINUOUS GRADE EMERGENCY SPILLWAY EL=334.90
8" GALVANIZED SPIKE / 4 2 PER POST PER COURSE 6" MIN. l ~p ~I TOP OF RISER ELEV.= 334.4 4 WATERPROOF 5'x5' INSIDE DIM.
TOP OF GRADE= 333.0 I ~_8~~'MgX O~op~ I "STORAGE VOLUME I ~ I MASTIC (TYP.) 2 PRE-CAST CONC.
~ ~ ~ ~~~yS 21' FLAP FLARED END SECTION - SOLID RISER CIA55' I' RIP-RAP WI CAST OPENING
~ I'' STORAGE VOLUME 5'x5' INSIDE DIM. CIA RISER DIS'. DISSIPATOR
4" THICK COMPACTED 20'I 20'L x 8'W x 22'D 30" LD.
WASHED S70NE LEVELING PAD 1.5 " DRAWDOWN ORIFICE EL.=332.0 5~ ~Fisa' RCP cuss s wr~ocKlNC "o" R~N~~oiNr 60TTOM EL= 331 .50
12 COMPACTED EARTH I ~ 2' EXTENDED VALVE Z STEM W SUPPORT WATERPROOF ~
BACKFILL NOTE. 1) INSTALL TEMPORARY NOTE. Z) EMERGENCY SPILLWAYS I ~ FAIRCLOTH SKIMMER TO BE INSTALLED IN RISER INVERT 5 INVERT of 2' / INVERT ouT=331.0 3' O.C. MASTIC (TYP.) ~
6"x6"x8' TREATED TIMBER ONTO 4" DEWATERING CUT SECTION ONLY. EL.= 331.50 cur oFF ANTI-SEEP PIPE. ONCE PERMANENT NOTIFY ENGINEER STORMWATER POND SECTION TRENCr+ TI-SEEP STAINLESS STEEL ~ STEM GUIDES (fl'P.)
NT5 COLLARS 4"x4"x30" TREATED TIMBER COVER HAS BEEN ESTABLISHED IMMEDIATELY IF LOCATING sEE DETAIL POURED IN PLACE E DETAIL #3 BAR (TYPICAL EACH FACE) 4" PLUG VALVE GROUT TO
rrns shEEr POST - 8' oN CENTER I z° GALVANIZED sPIKE EXCAVATE SEDIMENT SPILLWAY IN CUT IS 5 SKEET CONCRETE COLLAR 4" D1P DEWATERING INVERT
TOP OF WEIR = 334.0 3' ON CENTER FROM POND TO ESTABLISH AN ISSUE. MAINTAIN TIMBERS oN FINAL GRADES AS SHOWN BASIN CROSS SECTION INLET 12'~ NOTE: CONCRETE St1Al1 BE 3000 PSI @ 28 DAYS INV.IN=332.0 I 30° BARREL
CONTINUOUS GRADE AND CLOSE DRAW DOWN VALVE. NOTE: 3) BASIN TO BE STABILIZED I ~=50' REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60,000 P51 I I INV. OUT=33 1.50
8" GALVANIZED SPIKE 6" MIN, I ~ WITHIN 14 DAYS OF INSTALL 1.5" PUC DRAWDOWN ANTI-SEEP COLLAR DETAIL PIPE OPPOSITE OF DEWATERING
2 PER POST PER COURSE \ ~ \ I'-8" MAX. /o°~o CONSTRUCTION. NTS VALVE. SEE CROSS SECTION FOR RISER DETAIL
TOP OF GRADE- 333.0 V ~~~0 ~ ~ \ / ELEVATION. NTS
TOP OF GRADE= 333.5
4" THICK COMPACTED
WASHED STONE LEVELING PAD
Z
12 COMPACTED EARTH BACKFILL 0' STEEL ANTI-VORTEX PeaK TRASrI RACK
PLATE ATTACHED Br PLASTIC soLUrloNs 2' 36" I D 2' OR APPROVED EQUAL
TRA511 RACK W15.5. HARDWARE 6~~ TOP OF RISER EL.=335.40
TOP CF DAM EL= 337 ~ G"x6"x8' TREATED TIMBER 12 ~
TOP OF WEIR = 334.0 ~ ~
MAINTAIN TIMBERS ON CONTINUOUS GRADE 12" GALVANIZED SPIKE Z _ WATERPROOF 5'x5' INSIDE DIM. Z W N
3' ON CENTER I TOP CF RISER ELEV.= 3354 3 3 / I"STORAGE VOLUME I I MASTIC (fl'P.) 2 ~ ~ m PRE-CAST CONC. ~ N ~
TOP OF GRADE= 334.0 ~p FIA6 FLARED END SECTION - SOLID RISER ~ ~ ~
~ GG 2 ~ ~ 5'x5' INSIDE DIM. CLA ~ I"STORAGE VOLUME I ER ~ DIS' CLASS "I" R!P-RAP Wl CAST OPENING ~ ~ ~ Z m
~ RS - 2 4' I DISSIPATOR W Q z Z um 24'Lx 9'Wx 22"D 36" '.D.
1.5 " DRAWDOWN ORIFICE EL.=332.5 a4 ~Fias° RcR cuss ~ w~~ocKlNC "o" RING ~olNr WASHED STONE BOTTOM EL.= 332.0 Z - Q om Z ~ v x
I L 2' u EXTENDED VALVE "
I g" TOP OF GRADE= 333.50 NOTE: 1) INSTALL TEMPORARY NOTE: 2) BASIN TO BE STABILIZED I ~ Z o Z STEM Wl SUPPORT WATERPROOF J
4" THICK coMPACrED FAIRCLOTH SKIMMER WITHIN 14 DAYS OF RISER INVERT ~ INVERT of INVERT OUT=331.5 3' O.C. MASTIC (fl'P.) 0 ro ~ a y' Z
wASHED STONE ~veuNG PAD ONTO 4" DEWATERING CONSTRUCTION. EL.= 332.o cur oFF TI-SEEP STAINLESS STEEL ~ ~ m STEM GUIDES (fYP~) ~
PIPE, ONCE PERMANENT STORMWATER POND SECTION TRENCH ANTI-SEEP I NTS COLLARS 'L~~ POURED IN PLACE ] `v ~
A R HAS BEEN E TABLISHED E I LL COVE S SEE DETAIL EXCAVATE SEDIMENT mis shEET E DETAIL #3 BAR /CAL EACH FACE 4" PLUG VALVE GROUT TO J ~ S SKEET ~ ) CONCRETE COLLAR 4" DIP DEWATERING INVERT - ~ ~ u
Z o- INLET ' 2~~ \ ~ >
6"x6"x8' TREATED TIMBER I z°GALVANIZeo SPIKE FROM POND TO ESTABLISH 3' oN CENTER FINAL GRADES AS SHOWN BASIN CROSS SECTION NOTE: CONCRETE SHALL 9E 3000 PSI @ 28 DAYS INV.IN=332.0 I 36 BARREL _ Z _ REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60.000 PSI I I INV. OUT=332.0
4"x4"x36" TREATED TIMBER AND CLOSE DRAW DOWN VALVE. I "=50' - ~Uu
POST - 8' ON CENTER ANTI-SEEP COLLAR DETAIL INSTALL I.5" PVC DRAWDOWN PIPE OPPOSITE OF DEWATERING
TOP OF WEIR = 340.0 MAINTAIN TIMBERS ON NTS VALVE. SEE CROSS SECTION FOR RISER DETAIL
CONTINUOUS GRADE I'-6" MAX. ELEVATION. NTS
8" GALVANIZED SPIKE I /
2 PER P05T PER COURSE TOP OF GRADE= 338.50 / J~p TOP OF GRADE= 338.40 / GRo
~ ~ ~ / St~aG `~~mmnwiu~~U~~~~~/i
- ~b
10' 4" THICK COMPACTED STEEL ANTI-VORTEX PeaK ~ Rnsn RACK ~ v~ . J PLATE ATTACHED sY PLASTIC SOLUTIONS ~ d~~v
WASHED STONE LrVELING PAD 2' 30" I.D. 2' 30" .D. 2' W/S.S. HARDWARE OR APPROVED EQUAL ~ Q ~ J ZEN
12 COMPACTED EARTt1 TOP OF DAM EL.= 346.80 TRA511 RACK 6~~ TOP OF RISER EL.=345.0 = U :y - y;~.
BACKFILL
d o••.",,
TC° OF RISER `__EV.= 345.0 REINFORCED CONCRETE 'y~r~~h ED CONCRETE WATERPROOF 2, 9'x4' INSIDE DIM. ''~~~innnlnm~
4' MIN. I ~EADWA:_ O~G`_ MASTIC (11'P.) PRE-CAS` CONC.
6"x6"x8' TREATED TIMBER FLARED ENC SECTION - SOL C R 5`_R
TOP OF WEIR = 340.0 2 I ~ FEARED END SECTi MAINTAIN TIMBERS ON ;-~e-~_ 9'X4" INSIDE DIM. ~ DI55 PATORIP-RAP CLA55' I' RIP-RAP WI CAS" OPEN NG - DI551PATOR 30" LD.
CONTINUOUS GRADE 12" GALVANIZ R 5 R 24'L x 9W x 22"D 3' ON GENTf R - _ =~~2.5 P ~s s3 ~F so° RcR 24'L x 9W x 22"D
50'TCM EL.= 342.0 LJ55 3 ~?LOCKiN6 "0" RING JOIN' TOP OF GRADE= 340.0 v !
IL 2 ~ EXTENDED VA~V~E ~
~ NOTE: 1) INSTALL TEMPORARY NOTE: Z) BASIN TO BE STABLIZED I ~ 2' STEM WI SUPPORT WATERPROOF - =RT OUT=341.5 3' O.G. MASTIC (TYP.)
FAIRCLOTH SKIMMER WITHIN 14 DAYS OF 5 wvERT our=341.5 RISER'~wERT ONTO 4" DEWATERING CONSTRUCTION. EL= 3~2.G cur c°= Q STAINLESS STEEL
WASHED STONE roP of GRADE= 33a.5o PIPE E T 5"ORMWATER POND SECTION TRErv~~ ANTI-sEF~ NG s .ONCE PERMAN N coLIARs STEM GUIDES (fYP.) W W
~ COVER HAS BEEN ESTABLISHED Nrs SEE DETAIL POURED IN PLACE Z #3 BAR (fl'PICAL EACH °ACE) CONCRETE COLLAR 4" PLUG VALVE GROUT TO Q
- - - - EXCAVATE SEDIMENT THIS SHEET 4" DIP DEWATERING INVERT DUAL
18„ FROM POND TO ESTABLISH 12° NoT E covcRET E snALL SE 3000 Psl @ z5 DAVS INLET 30" BARREL
FINAL GRADES AS SHOWN BASIN CROSS SECTION 4" THICK COMPACTED REINFORCING STEEL, ASTM A615, GRADE 60: FY- 60,000 PSI INVJN=342.0 I I INV. OUT=341.50 ~ l.L _ n
wASHED sroNE LEVeuNG PAD AND CLOSE DRAW DOWN VALVE. =50' b+-- NSTALL 2.0" PVC DRAWDOWN
6"x6"x8' TREATED TIMBER RISER ANTI-SEEP COLLAR DETAIL ~ Z PIPE OPPOSITE OF DEWATERING ~ z
4"x4"x36" TREATED TIMBER 12" GALVANIZED SPIKE Nrs VALVE. EE E i RISER DETAIL 5 CROSS S CT ON FOR z
POST - 8' ON CENTER 3' ON CENTER ELEVATION. NTS Z - Z
TOP OFWEIR = 340.0 O
MAINTAIN TIMBERS ON U J
CONTINUOUS GRADE CJ"~_ET PIPE 8" GALVANIZED SPIKE a ~
2 PER POST PER COURSE I~ oL ~ m NOT RELEASED W uJ
I'-6" MAX. INVERTED TOP OFGRADE= 339.0 / DRAW DCWN . , I- N
RIFICE ~ ~ ~ TOP OF GRADE= 338.50 / Q C LEVEL SPREADER FOR CONSTRUCTION _ _ Q
/ D~O~N SEE DETAIL Tfils Sr1EEF ~ / ~~~~G .r, r ~ F' li`l ~.~C11Ef~4til ~t'~ {I ~~pt
~ DRAW DOWN PIPE °EN'~RATED P`~ r; ~~~~yp ~~~~~±T~~~-a ~~~;~tib4f ~i =.t~ (1 ~~..-~lY!~I tf ~`l E~.`91~{y. z
THROUGH STORM BCx KO k:11:'"~~~'
4"THICK COMPACTED (SEE BA51N DETAIL FCR SIZE) ~ PrC WASHED STONE LEVELING PAD ti0 ~ L... ~ of s ~ W \ ~ - oL
12" 2C ~tt 'f" 11
COMPACTED EARTH ,~0 KG BACKFILL O ! i F
Q P~ ~0 a U 1
0 w
~v
A EI LL
s f~ T~i.:l~' t~s:f~? iP`~Ht ~ 'nl~t° Date: _ P..
6'k6"x6' TREATED TIMBER ~ - 08/ 15/05
POST - 6' ON CENTER Gain t1Gt "rr;,- Scale:
N-s REDUCER A5 REQUIRE) - - NIA
FOR DRAW DOWN PI?~ 6"x6"x8' TREATED TIMBER ~~~G t~~-t~ t',r~
~~:i~~ +"ft"~t:"i;pf''~lc;~l~,lt", Drawn: ~ FES # PIPE 51ZE B D W d RIP RAP w
TOP OFWEIR = 334.5 ~ 10" PVC MAINTAIN TIMBERS ON 12" GALVANIZED SPIKE 0 TE`_ 10" PVC SCr' 4G - AJF
CONTINUOUS GRADE 3' ON CENTER NAME I N PT I N FT I N P`f PT Checked.
2'-6" MAX. p CAP END /UN D3 15 5' 12" 4' 6" CLASS A 4' MVZ
A5 15 7.75' 22" 4' 6" CLASS 8 3,75' ProectNo.
~~itj0 8 GALVANIZED SPIKE _ _ _ ~ J 275-07
2 PER P05T PER COURSE TOP OFGRADE= 331.50
. ~ Computer Dwg. Name
TOP OF GRADE= 333.5 8'-O" 8'-O" 275-07-EC-DETAILS-RENO I 0 106 !~T ~ gar v=f;~.
WEIR WEIR 4" THICK COMPACTED i~.'._."'"'"".~ '~1~
n r~ n G~~
51 WAnrtu 5 UNr LtvtL NV rAU ( ` 11 1 A 11 Sheet No: Df o'
12" COMPACTED EARTH
BACKFILL CJ" PIPE IN
VPIPE 5tIAL- BE LAID r'A_P FOR WEIR ON FLAT SLOPE 1ri~ rs t3ss RED Pap
I I
WALL NTs PERMANENT LEVEL 5PREADEK- Of