20071261 Ver 1_Site Plan_20070720

TOWN OF CLA SA~/I'S CREEK INTER
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JUNE 2007
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M~cC PROJECT N0. 00136- - CJ
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TOWN OF CLAYTON
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MAYOR
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JOHNSTON COUNTY C1TA A~?IAA TA ATA AAIhA
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COUNCIL r,,.~~
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ROBERT J AHLERT, MAYOR PRO-TEM
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ALEXANDER R ATCHISON
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MICHAEL GRANNIS ~ •rr~ r.. w~~ ~w r r. r r r err rrr~ ~r~ wn ~ Co
ALEX HARDING ~ ~ rrr ~ ~ r r r ~ WYE ~ ~ ~ - ~ C12
BOB SATTERFIELD
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MANAGER D2
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PUBLIC WORKS AND UTILITIES DIRECTOR NSTON RO ~ D K~ 42
NC
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TIMOTHY S SIMPSON, PE ~S W.~-+--
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ENGINEERS • ARCHITECTS • SURVEYORS T I T A L
200 MACKENAN CT_ Sl11TE 200 ~ ~ T f'1 I- I f'"" n ~ r n r- n r-~ r-ti r~ ~ ~ T ~
CARY, NC 27511 LIL'NNUI MLLL/-\)~U r uK ~ulv5 I K N UU I IUNJ

LEGEND
GENERAL CONSTRUCTION NOTES LINE TYPES YMB LS
PROPOSED XI N PROPOSED
1. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE, DEPTH, LOCATION AN OF CONSTRUCTION. CONTRACTOR SHALL CONTACT 'N.C. ONE CALL CENTER MIN. 48 HOURS PRIOR TO THE ST 2, THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM I~!FORMATION MADE AVAILABL ~N AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START E>(ISTING
~E START OF CONSTRUCTION (1-800-632-4949). TcE TEMPORARY EASEMENT p MANHOLE E ~N PEE PERMANENT EASEMENT ~ UTILITY TOWER TEMPORARY CONSTRUCTION ENTRANCE
AILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS nrWY1 TREELINE
NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT AD WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES AT ADDITIONAL UNQERGROl1ND UTILITIES AND CABLES MAY EXIST rv CABLE TELEVISION - - SEWER LINE
~BLES COULD CONFLICT WITH THE GRAVITY SEWER CONSTRUCTION AS w WATER LINE ~ UTILITY POLE ~y T f~LEPHONE w.-- WATER LINE TEMPORARY SEDIMENT TRAP
SHOWN. THIN THE AGENCY~S RIGHT-OF-WAYS. uT UNDERGROUND 7~LEP uE UNDERGROUND ELECT SS SANITARY SEWER
3. CONTRACTOR SHALL COMPLY WITH APPROVED N.C.D.O.T. ENCROACHMENT AGREEMENTS WHILE WORKING WITHIN 4. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION, ~LECTRiC TD--- TD---- TEMPORARY Di VERSION DITCH OAP LIGHT POLE 2 - - SILT FENCE ~ Wq~R WELL ~ R w6 STREAM BANK STABILIZATION
F- REINFORCED STABILIZED OUTLET
5. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES. ~'i
6. ALL DISTURBED AREAS SHALL BE RESEEDED WITH ! IKE GRASSES IN RESIDENTIAL AREAS., FM FORCEMAIN N WATER VALVE T TREE PROTECTION
7. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. LP LOW PRESSURE
8. CONTRACTOR SHALL RESET ALL DISTURBED MAILBOXES, SIGNS, ETC. SANITARY SEWER R WATER HYDRANT CHECK DAM
of OVERHEAD ELECTRIC RDING TO THE SPECIFICATIONS. ,TRIG ~ pw WATER METER
g, CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS WITH LIKE MATERIAL ACCORDING Meo MAIL BOX ` ~ IE SIGN
10. CONTRACTOR SHALL COORDINATE WITH JOHNSTON COUNTY AND TOWN OF CLAYTON FOR ANY DISRUPTIONS OF IS OF THE NORMAL OPERATION OF WATER AND SEWER SERVICES. G GAS LINE f-o FIBER OPTIC LINE INLET PROTECTION
OF CONSTRUCTION. X FENCE LINE
11. CONTRACTOR SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE BEGINNING OF C DIRECTOR OF PUBLIC WORKS AND UTILITIES, TOWN OF CLAYTON. R~y~ RIGHT OF WAY TREE GRAVEL AND RIP RAP FILTER BERM
TIMOTHY S. SIMPSON, PE TELEPHONE N0. 919-553-1530. , ~ WETLAND AREA 0000
OUTLET PROTECTION
2. DIRECTOR OF ENGINEERING AND INFRASTRUCTURE, JOHNSTON COUNTY. 71MOTHY G. BROOME, PE, TELEPHONE N0. 919-989-5075. ~L~ NEUSE RIPARIAN BUFFER ZONE 1
ABBREVIATIONS * GATE VALVE
CREEKS AND WATER COURSES DURING CONSTRUCTION. + + NEUSE RIPARIAN BUFFER ZONE 2
12. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHf~L SIDE AWAY FROM ALL ROAD SIDE DITCHES, CRE EXISTING PROPOSED * AIR RELEASE VALVE
13. ALL DISTURBED DITCH ONES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED. WL WATER LINE ~-I * 45' BEND
~4, INSTALL SILT FENCE PERPENDICULAR TO GRAVITY SEWER AT CULVERTS UNTIL RIP-RAP IS INSTALLED OR GRAS INSTALL 10 LINEAR FEET OF STRAW W/ NET. AT OUTLET OF ALL DRIVEWAY PIPES AT AREAS WHERE DITCH IS i GRASS STABILIZED. GRVL. GRAVEL
:H IS DENUDED UNLESS OTHERWISE SHOWN. ASPH, ASPHALT * 22.5' BEND
CONG CONCRETE H * 11.25' BEND
.0 CONCRETE PIPE
RCP. REINFORCED CO CMP. CORRUGATED M f * TEE
CEO METAL PIPE * PLUG
* WATER LINE APPURTENANCES
SIZE AS INDICATED ON PLANS
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DATE: ATE: JUNE 2007 SCALE FDRAWNG LE NUMBER
MCE PROJ n~ r~i nvTnn~ SAM S CREEK INTERCEPTOR DRAWN :E PROJ. #00136-0029 G 002
!AWN NJR HORIZONTAL: NUMBER
~~~"~~~R~~~•.._ ~v~.'~~['T~T~~f~1r'T?~~'Tl ~-n~n~ni n 1"=500'
sw IV V17INJULYLUOP %MMOLNL~LmliLWOOF I %MJVVII %al V 1 V L/-l 1 1 V 1~ ues urvtu ,~51GN tU C:A
4 7;*P 4 ra ~ S CHECKED IECKED DMH VERTICAL; G2
s = SEAL ~ 200 MacKenan Court, Suite 200 ;OJ. MGR. BFB NA
n032293 T.~. Cary, North Carolina 27511 SHEET INDEX, LEGEND PROJ. MG EEK INTERCEPTOR AND GENERAL NOTES
~'•.,9 ~~••:,NGiNti~~'~~~.•`~ Phone' [phone], Fax: [phone] SAM'S CREE~ STATUS: 'ATUS: REMS10N I
g~ ~q. • p?~ ~~~s~~` AA0002667 EB0006691 f'
i7' www.mckimcreed.com
REV.Hp. DESCRIPTIONS DATE --REMSIONQ

MANHOLE TABLE
M~ PNT # COORDINATES (,j~LE)
OtA IRS`:- N 697266.88 F 2170615,09
02 IRS N` 697115.189 , E 217Q449.80 ' U3A IRS N` 697034.03 E 2170425.54
04A IRS' N" 696885.96 E 2170196.08
05 IRS N 696721.96 E 2169946:12 . ~
O6 IRS N 696486.54 E 2169915.22
07 {RS N 696432,63 E 2169756.79 X x ` \
* COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MON~IMENT PERMAN "5TRICK". EASEMEN / x~x- ~ ~
H x x X x ~'f _ - ~M1 D
* HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY - ENGINEER.
SAM'S CREEK ~ ~~f ~ ~ x ~
/ 1 x 500 YEAR FLOOD PLAIN `
~`1\~~ ~r~ r"~ ~'~'~'r may/ ~n, , w 1~ m~
raw A~~ ! ~ ~
x x x ~x " ' PERM. EASEMENT ~I~ ~ , ~ ~ ' X m~
M
~ ~ I~ X x X` x X x\ X x O ~ \ ~ K X x x x x X ~
Z x ~ \ X~ X X x X X X . X X X . _ a
a X "f ~ \ . ~ x ~ / . ~ tv
x~ r ~ _ x ~ x u ` ~ . / X ~ ~ ~ ~ ~ MHO 47 ~ w
~ ? ti... x x X x X . _ ~ x x x X x ~ X x
~ ~ \ x X X x
~ ~ ~ t~ ~ ~ K w ! ~ X X ~X l ~ ~ UVETLAND IMPACT MPACT FLAGGING IDENTIFICATION
COORDINATES (N. rES (N4 FLAG DESCRIPTION
~
x x~ x" X , ~ N-697356.65 E=217 ~ X~ " x X / ~ / ~ N=697339.40 E=2i 7 X i ~ E=2170513.97 WF 1001
E=2170530.13 WF 1002
M ,9 r ~ 0 GRAVITY SEWS
EX. 20 DIP GRAVITY SEWER ~Ix I ~ _ ~~~9 / r" r...~ J r 1 ! N=697315.91 E=217 1 - ~ . - N=697287.15 E=217 ~ / E=-2170551.04 WF 1003
1 ~ / / ~ ,~,r.. ~ E=2170568.23 WF 1004
- - _ ~ ~ ~ r ~ ~ ~ ~ 0 SAM'S CREEK N=697247.53 E=717 I ~ ~ j % y` ~ ~ - 500 YEAR FLOOD PL N=697238.63 E=217 , ; ~ SSA 8+87.71 N=697225.23 E=2~ ~ ~ l N=697206.55 E=217 l ~ E-2170565.24 WF 1006
5 ~ w~.~.~ / ~ ~
\ ~ E=2170549,27 WF 1007
1 x I ~ , - t~-- te o ~ ~ E=2170534.46 WF 1008
1 1 0 - ~ ~ I ~ ~ ~ S ~ 0 D E=2170509.34 WF 1010
A S 9 d rI ~'~2~ U.~€-D FM BY OTHERS N=697191.30 E=2170 E=2170489.25 WF 1011
~x X06 ~D~ 08 ~l~ ~ I ~ X x 4~ J W ~ww
i ~ ~ y~ N=697168.61 E~2170 ~l =2170474686 WF 1012
L # 0 A (DOI~HDUSE~ 0 G AVITY SEW I~ ~ ~X x) A. 0-f-{~0 N=697154.94 E=2170 E=2170457.56 WF 1013
N=697147.44 E=2170 =2170437,63 WF 1014
1
X x ( EXISTING PUMP S ATION #2 x~ X ~~~~03 ~ MODIFICATIONS BY OTHERS N=697130.12 E=217 Na697123.31 E=217 E=2170423.79 WF 1015
E- 2170420.15 WF 1016
.-1(in YEAR FI non PI AIN r. 0% 4-7rA4„ In 4 ,a.r AAArf
. I Iv=V~/ I I~.Oy L=L1 / N=697107.62 E-217 C=L1 /VI+IV.81 wr IVI I
X ~ E=2170388.79 WF 1018
N=697093.57 Ea217 E=2170364.89 WF 1019
\,0~~ N=697082.58 E=217 E=2170351.86 WF 1020
170
170
168 166 - -
- ~ - _ - - - ~ - 168
- - - - - - - 166
a - -
164 - - - - - - - 164 i o ~
o ~ ~ _
162 - - - - 160 - - - _ m o~ - - - 1 s2
- N.........- W ~ ] Z W ~ 60
- Q ~ ~ ~ F- ~
CALL NC ONECALL W p~OM - - ~ ~ W~ --fin a ^ N
BEFORE YOU DIG 158 - - - - - - - - O - _ _ - ~ u ~ i ~ - - ~°w _ . ?°•i ~ - - 158 ~ u ~ n ~i o _ - - ~
Z II n ~ ~ ^ W - - - j - N -u--- ~~r-
S I O I t ss ~ ._~r~ _ + _ 11d~G RQl7 ~w ~ - + Z ~ - - r' ~ ~-u-- 156
1-800-632-4949 +W ~3 AV010 UTILITY DAMAGE ~ - p .l+J~~ ~ 154 - - - - - II II ~
N - ~ ~ - . ~ - - _ cn ~ Z _ ~ r- . _ ~ _ - 'z 154 NOT - _ ' Z Z ~ v~ i..~ ~ ~ NOTES:
"ui - - - - a M ~ - a - - X I S TI G G R U N D ~ `j~ ~ - - - - - N
152 ~ a - ~ D -J4 - - o~z ~ - - X ~ 1. C _ - ~ - - - - - ~ _ 152 M U ~ ST 1. CONTRACTOR TO VERIFY SIZE, DEPTH,
MATERIAL AND LOCATION FOR ALL
150 oc o W ~ z T- - bIRT OAD _ o 148 ~ 1D vra~r~u~ - ~ / _ ~o a - - - 150 UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
O W ~ . Q j - T., z Z Z ~ - - - - _ ~ Z w - Z - - - - - - - _ _r ~
r \ ~wz ~ ~ a ~ 2. T a~ ~ U - _ ~-Z - ~ ~ - w z - 148 O ~ F ~ ~ - - ~ - - - - s~ 2. THE UNDERGROUND UTILITIES INDICATED
ON THE PLANS HAVE BEEN TAKEN
146 ~ ~ ~ --o- - ~ - - ~ t46 FR FROM INFORMATION MADE AVAILABLE
2,~ a ` - - - TH W ~ - ~ ~ a ~ - ~ OF FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE
~ U W Q ~ 7 44 ~ - - - ~ - - Z 144 OF ALL EXISTING UNDERGROUND
~a _ ~M z d~ ~c>? U - - 3 a J ~ _ - - ~-o ~ ~o C - - - ~ - Q ~ 42 AD UTILITIES AND CABLES. THE
a o - - CONTRACTOR IS ADVISED THAT
F~ ~ ~ o ~ - ~ o U ADDITIONAL UNDERGROUND UTILITIES
> c~ ~ - ~ v z - - 140 - - W U Z O U - a-u?- - - Y - - _ - 3 ~ - - - - - AN AND CABLES MAY EXIST WHICH ARE
~ J - - - - _ 90 - - 20 C905 VC - - - - g;~97 20 - - - - - ~ t 40 N - r ~ 35 LF i~ .22x 20" sos P c BE NOT SHOWN ON THE PLANS. PLEASE
138 Z 4 Q ~ - 3~~--- 84.72 F 0" 905 _P_ C _ 23 .4 L U T - - - - - - - - - 138 iM - - - - as BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT
0 NTH THE FORCE MAIN CONSTRUCTION
- . 22% _ - AS SHOWN. THE OWNER WILL WORK
136 224.3 _lF ---~0' 3~- 20 C905_ V - - 2 " C905 PVC - - - ~ q,. pVC - - - - - - - - E _ _ REEK._B IIS2~_ _ - - -EX15Tf x'.2.4"- ~C---- ~vC = - - ii~t~-F~4'--p 136 WI _ - - - - - 7H WITH THE CONTRACTOR TO REALIGN
THE FORCE MAINS AND
134 - - 5 ~ 132 - - - -v-- _ _ _ - E ~ 134 AP C0 - - - - C0 - - - - - - 132 C0 - - - - - - OF APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL
COMPENSATION DUE TO THE PRESENCE
SCALE: 1 "=5' (Vert.) f OF CONFLICTING UTILITIES AND CABLES
TH 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+Od THAT ARE NOT SHOWN ON THE PLANS,
4+00 0+50 1+00 1+50 2+00 2+50 3+00 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
3. VE 3. VERTICAL DATUM BASED ON NGVD 29.
50' 0 5C~' 100' FL FE AD AT FLOOD PLAIN DATA BASED ON 2005 FEMA MAPS ON NAVD 88 DATUM AND
ADJUSTED TO NGVD 29 DATUM.
SCALE: 1'~=50~ (Horiz.)
SEAL AL
JUNE 2007 (TM&C LENUMBER SCALE1"7n4
14 )J. # 0136-0029 %ou i v I
~k ISIQ4&CREED NJR HORIZONTAL: DRAWING NUMBER
A V 9~~F = 44 DESIGNED D GGG/CAT 1 50'
TOWN OF _ SEAL 200 MacKenan Court, Suite 200 032293 F CLAYTON 20" GRAVITY SEWER DRAWN OJ # CHECKED > OMH VERTICAL: TI CAL: c 1
0 = s Cary, North Carolina 27511 GR. BFB 1 „w5,
'•,9 ~zFN Q 4 ' •r Phone: [phone], Fax: [phone] SAM'S GREEK It .K INTERCEPTOR STA. 0-1-00 TO STA. 13+00 PROJ. MGR.
i REVISED PER EROSION CONTROL REVIEW COMMENTS 03/06/2007 q• TR AA0002667 EB0006691 SCHEDULE 1 STATES REVISION
REV.NO. DESCRIPTIONS DATE 7
REVISIONS www.mckimcreed.com

WETLAND IMPACT FLAGGING IDENTIFlCATION
COORDINATES fN.E) FLAG DES[_:R~PT~ON
N=696137.60 E=2169415.78 WF q1
N=696139.89 E=2169407.13 WF A2
N=6y6137.15 E=2169392.66 WF A3
N=696146.05 E=2169380.34 WF A4
N=696153.86 E=2169371.03 WF A5
N=696155.55 E=216951.06 ~ qg \ ~
2 ~ ~ EDGE OF CEMENT/NEW EASEMENT
N=696150.43 E=216939.47 ~ A7 2 SAM'S CREEK
N=696157.48 E=2169327.17 ~ qg CONTRACTOR TO INSTALL CLASS 1 R1P ~ 100 YEAR FLOOD PLAIN ~J~^~`
N=696164.39 E=2169313.91 WF A10 RAP { 18" DEEP) ON ~~n ~ ~ f' ~X. PERM. EASEMENT ENT
SIDE SLOPES OF ~a ~ ~ ~'~4FR~ ~ . EXISTING 24" GR 0 2 \ R~viy x ~r\~~ i5 SEPARATI ~ - - ~ \ EXISTING 8° 14" GRAVITY SEWER
N=696165.59 E=2169304.78 WF' q~ 1 CHANNEL ACROSS WATION
N=696169.73 E=2169293.86 WF q12 ENTIRE WIDTH OF
N=696174.56 E=216x281.42 tNF A13 ROCK CHECK DAM W/ DISTURBED AREA ,SREEK r
EXCAVATED STORAGE ~2 SAM SPILLWAY = 4 FT NG : 0
N=696183.17 E=2169262.16 WF A14 20 GRAVITY SEWER VOLUME = 114 CF ~r"" SILT FEPlCE (TYP.` 7°-= =---.~f _ J x ~ ~ ~~VC SURFACE _,y--'.., j' ~f x x~l~'~~( A x ~BR/fiIThAG~-Rt~ ~.-ire x , X X `~c•'~..,`~~ 0
N=696184.30 E=2169247.05 ~ A15 15~ SEP J 5' SEPARATION
PE / ~ f- PERM. EASEMENT ~.-,,,i• - J _ - ~ NO
~ ` / i o x X ~X X 1~ ` J Q" G~lt'VI fiY- S ~iN€ x x
~0 E~ ~ ~ --t- ~ x ~ t-. 1r-' vJ
~ ---r'_"
Lx S x x X x ~ x

'~~flr . ~ x " x x ~ x~~'"X -s~"~` 5a•Q X38"~~ ~ N
,,r,
x ~ x ~X X x x x x x x X X x X x ~ X x x x X x x x x t3 ~
0 ~ X x _ 345.15 % ! ~ 0 T ` EST ~ _ ~
~f ""r"te s..• ~r• f
~ - I x v / ,c ~ ? war
x Q~ ~ ~ - 6 O ~X a~ ~ \ - _ , , , f - --6D' MBE-ASEMENT
x _ 10' SEPARATION (TYP)
/ ~ ~ '
_ x ~ ~ __w_ NOW OF FORMERLY
1.I~N x x x / ~ ~ ~ ~a~ / Z ~ , , ,/8 l ' ~ 4- ' STA.20±55:66 q )5:66 ~ ~ CARROL, DIANE MCKENZIE ANTI-SEEP - _ DB. 580 PG. 439 SEE OE ~ PIN# 166900-76-9665 -SEEP COLLAR (TYP)
~ W ~ v~ l--_~ 1- ~ ~ ' ~ - - SE DETAIL SHEET D3
ter- ~ - X A4H# 11
~ ' J- J \ ~ \ ~ ~ CONTRACTOR SHALL DISTURB 5TUR8 A C RIDOR CONTRACTOR SHALL DISTURB A CORRIDOR
~ ~ ~~MP' d~~~S~~N` #2 ~ SAM'S CREEK NOT TO EXCEED 20 LF IN WI SSE DETAIL SHEET O 100 YEAR FLOOD PLAIN ORDER TO INSTALL SEWER U ~L~ RERM.~ EASEMENT SHALL MAINTAIN THIS WIDTH IN WIDTH MAX.) IN \ NOT TO EXCEED 20 LF IN WIDTH {MAX,) IN STA, 25+86.40
VER LINE AND \ ~ ORDER TO INSTALL SEWER LINE AND CONTR ~IIDTH F R 50 l.F SHALL MAINTAIN THIS WIDTH FOR 50 LF INSTAL CONTRACTOR TO
EACH SIDE OF CREEK AS ME INSTALL CLASS 1 RIP
PROPOSED FM BY OTHE MANHOLE TABLE N COORDINATES D OS IRS N=696198.91 E-2169393.58 PI ETHERS TOP OF CREEK BANK. DIST ~S ME SURED FROM \ EACH SIDE OF CREEK AS MEASURED FROM RAP (1 )IST CES MUST BE \ TOP OF CREEK BANK. DISTANCES MUST 8E SIDE S RAP (18"' DEEP ON SI DE SLOPES OF
UREO PERPENDICULA . LA MEASURED PERPENDICULAR, CHANN CHANNEL ACROSS
NOW RLY ENTIRE =NTIRE WIDTH OF
N OF CLAYTON SAM'S CREEK COORDINATES ~G DESCRIPTION DISTUR )ISTURBED AREA
DB. 0714 PG. 0278 500 YEAR FLOOD PLAIN
PIN# 166909-17-1164 N=695753.34 E=2166723,04 WF g1
09 iRS N=696028.43 E=2169092.91 N=695765.45 E=2168713.38 WF g2
tOA IR~ AI~GAG07A ~e r n. ..w.-...,
<~ooo~o.o~ wr ts.s
!RS N=fi95770.73 E=2168632.84 N=695819.08 E=2168657.25 WF 67
* COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT N=695842.74 E=2168646.79 WF gg i
'~STRICK",
HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY ENGINEER.
174
172
_ 174
_ 170 I
- - _ _ ~ - - 172 I
168 - - v _ _ T _ _ - - 170
16b - - - _ _ 164 - - 162 - - - - 168
_ - _ - W -
- . _ ~ - _ _ ~ - m a ~ ~ 166 I
- _ a~ - _ _ W ~ ~ eh ~ i
_~.v- . Q - - z n ^ii i~ 164 I
CALL NC ONECALL BEFORE YOU DIG 'ICO - ~ r- , ~t - ~ ~ ~ I ~ -N~--- - ~ ~ ~ > z
_ - _ • M ~1-> O ~ ~ - - W N W ~ ~ C)2
P _ 1-$00-632-4949 - _ _ _ x II ~ _ _ ~ ~ Z Z 160
AVOID UTILITY DAMAGE ~ - - - - 154 - - - - - 10~ 152 - - _ ~ ~ ~ II - - - ~~z rn II II E- _ cvw~ ~ - ~
- - - - ~ ~ > N W ~ ~ W _ - _ - 158
- - - - Q ~ ~ ~ 100 E AR F OOD LAIN _ N ~ z z - . - - W - - - - . - - _ 'z - _ z ~ - - - - NOTES;
J~ .
- - - - - - _ ~ - 156 CONTRACTOR TO VERIFY SIZE, DEPTH,
- i - - _ 1. CONT - _ v N _ ~--a - 154 MATE ~T ° Q ~n U UNDE - ~ ~ ~ _ INSTA L CL SS 1 I ~ Q START MATERIAL AND LOCATION FOR ALL
_ E XI S TI G GR U N D ~ r - ~ (A = - ~ Q E bfiRfz TQR~T - - - UNDERGROUND UTILITIES PRIOR TO THE
150 ~EX. UGFIBE OPTIC BRAIN PIPE ~~2 START OF CONSTRUCTION.
- _ - ~ ~ - - ~ \ _ _ ~--fit P--(~~8~ ~€€P N-- - a - EpwO?dE RBtE _ RAP 18" EEP~ N z a v APPRO oEPT. ~ _ a _ ~ IDE S OPES F o o 2. THE W Z ~ E a~RO 5------ - f ~ ~ t50 INFORt - - ~ U f~-- ~w -
148 - - - - 5, _ . - - - 146 ~ W _ ~ ~ 1 `ter THE UNDERGROUND UTILITIES INDICATED ON
- - z " ~ _ - o~ C ANNE ACR Sr ~ 1 a THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE
F~ ~ ~ ENTIRE IDTH F -~i - a ~ ~ VARIOUS UTILITY OWNERS, THIS
- + + -D1 TClR DEAR - _ ` ~ Z O - ___Q - - Q O 0 INFORMATION IS NOT INCLUSIVE OF ALL
_ M ^ ~T_T ARE '~BOT < z J EXISTI - - - ~ 4s CABL N ~,o - - THAT ~ 3 a - - 144 AND C - - - - - SHOWN EXISTING UNDERGROUND UTIL (TIES AND
144 - - a ~ ___._tn - - - - CABLES. THE CONTRACTOR IS ADVISED
THAT ADDITIONAL UNDERGROUND UTILITIES
~ 142 - _ ~ ~ 140 - tF - - - AND CABLES MAY EXIST WHICH ARE NOT
- -=~p~ y;- -=--3 M.~ 273.3 LF _ 00,22 2 Z,`9 Vim- ADVISE _ _ - _ X42 AND C _ ~ - FORCE 3'HOWN ON THE PLANS. PLEASE BE 4DVISED THAT THE UNDERGROUND UTILITIES
-2 ".'C9 - - - - ~ - - _EXISl'I G 24" VC ,a11~- GOL- A#~--ET Ex~s7~N _24"__ VC_.___ 4ND CABLES COULD CONFLICT WITH THE
"ORCE MAIN CONSTRUCTION AS SHOWN,
138 - - - - - 5 ~ - - - 136 - GIBE A7~ - - _EXIS _ - - - E ~ t ao THE 01 - - - ~ 4" Pvc _ - CONTR _ t 38 MAINS rHE OWNER WILL WORK WITH THE
CONTRACTOR TO REALIGN THE FORCE
- - nFT MAINS AND APPURTENANCES TO MINIMIZE
SCALE: 1 "=5' (Vert.) - - ~ - 13+00 13+50 14+00 14+50 15+00 15+50 16+00 - - CONFLI - J J REQUE - t3s DUE T - - _ - U TI LI TI E :ONFLICTS. THE OWNER WILL NOT CONSIDER ZEQUIEST FOR ADDITIONAL COMPENSATION
WE TO THE PRESENCE OF CONFLICTING
JTILITIES AND CABLES THAT ARE NOT
3+00 18+50 17+00 17+50 18+00 16+50 19+00 19+50 20+00 20+50 21+00 2 SEAL ~At SHOWN 'HOWN ON THE PLANS,
50' 0 50' 100' 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 3. VERTIC FLOOD
VERTICAL DATUM BASED ON NGVD 29.
SCALE: 1"=50' (Horiz.) MAPS TO NG 'LOOD PLAIN DATA BASED ON 2005 ' FEM A LAPS ON NAVD 88 DATUM AND ADJUSTED
'0 NGVD 29 DATUM.
SEAL
~
% "qft _A0 DATE: Jul JUNE 2007 SCALE M&C FILE NUMBER
ftQ- :0, 'V's woo 4 MRCM&CREED : 20" GRAVITY SEWER MCE PROD. N o, 0136-"-0029 11 CU702
11 SEAL = 200 MacKenan Court, Suite 200 TOWN OF C NJR HORIZONTAL: DRAWING NUMBER
032293 s y s~. ~ fr=~ Cary, North Carolina 27511 '•.No CLAYTON DRAWN DESIGNED GGG/CAT in =50'
2 rC NSEO PER EROSION CONTROL REVIEW COMMENTS 03/08/2007 1 NS EO TO ADD PROGRESS ENERGY TOMER NUMBERS IN~E•• Phone: C919J233-8091, Fax: [phone] SAM'S VREEK IN ? OMH VERTICAL: C2
02/21/2007 REV.NO. D q TR • AA0002667 Ee0006691 INTERCEPTOR STA. 13+00 TO STA. 26+00 PROJ.KMGR. BFB 1 „=5`
ESCRIPTIONS DATE REVISION§- SCHEDULE 1 STATUS:
7" www.mckimcreed.com REVISION

S
CONTRACTOR TO
INSTALL CLASS 1 RIP
l r y RAP (18" DEEP) ON
SIDE SLOPES OF
CHANNEL ACROSS
~ ~ ENTIRE WIDTH OF 20" GRAVITY SEWER DISTURBED AREA
CONTRACTOR TO
\ . ~ INSTALL CLASS 1 RIP
EX. PE~Rt~I. EASEMENT
`r i SAM'S CREEK 75' SEPARATION RAP (18" DEEP) ON 100 YEAR FLOOD PLAIN SIDE SLOPES OF
/ ~ , . ~ ~ ~ ~ `.-.~:r ~ ' SASS CREEK EXISTING 24" GRAVITY SEWER CHANNEL ACROSS
~ / i /fi F' X x x X \ x ~ 95' SEPARATION ' ` _ _ _ A~ -SEEP::~_ ~-~1~( - ENTIRE WIDTH OF " _ - - ~ DISTURBED AREA
X X X x x" X X X - • EX. PERM. E '-RM. EASEMENT lp
X X x x
O ) - X % ~ ~J i X x ~i
K X X x - 'X X ~(J X X X X x x X ~ X ~c % h X X X X X x x X X x X X .x X X X ' _
tp X x ~ ROCK CHECK OA~uI~(~Y#' N V X__X % „ SEE DETAIL SHEET 0,~ f x x X x x x X x x X X x X X X x" x x X%-- X X x X x x X x
Xx \ . -J - ~s % " X X X " " X ~ ' X X 'S x~ " x x X" X X X X" X X x X ~ x x, x ~ _i . rr ~ Y x ~ X x x x
x X r-- ~ x
}""W ~ X ANTI-SEEP COI~AR x -
x ~
W VI X 177' ~ ' x X X .-ac~X X X x `222.45 . x x" X x x X" X
Z Y .x, ' % " ----L~ ~ K X X J x x ~ x ~ _ _ 13A~~.. ~ C,K' DAM z 44 - ~ -
x~
~
I1A-kl~, 12 - X " x r _ti STA. 32+ 32+74. ill ~ ~ - 17 ' '
' ~ ~'x `i ~ _ ~ ~T~4. 29+03.38 ~ ~-X x x X __~ONfiRACTOR_~HALL DISTUR~A CORRID ~ _ ~ ~ f~ NO7 70 ~~CCEEO ~Q LF IN WIDTIi~ (MAX.) . . tf'~ w
ORRIDOR ~ ~ X
x x f ~ / ORDER TO INSTALL SCs~IVER LINE AIV ND~ 1 MHO ?3- L wU)
~~i ANTI-SEEP COLLAR (TYP ~ ~ ~ ~ r-? ~ - ~ - ---~..50~ `BERM.. EASEMENT '"f ` x'~~- 'SHALL MAINTAIN THIS WI TH FOR 50~~,LF So~,LF STA. 34+-9'7.16 ~
DELINEATED WETLAND BOUND YP) - '==~~o,~ ` f ~ _ - ~ ~ _ ~ x X EACH SIDE OF CREEK AS EA-SURED FF~ f J ~ - x X `c~ TOP OF CREEK BANK. DISTANCES MUST SILT FENCE (TYP) _Mf'I# 74 ED FF~OM ~eW OR FORMERLY SEE DETAIL-SHEET-D~ _ ~r
MUST BE ADAMS,DONALD C OUTLET PROTECTION STA. ,,37+ 1"9.60 Ct)
WETLAND IMPACT FLAGGING IDENTIFICATION ! r T SILT FENCE (NP) 1 x X ° MEASURED PERPENDICULAR. DB 2964, DP 802 CHECK DAM . f , J J - f
SEE DETAIL SHEET D2 X x x x SAM S CREEK X X PID: 165912-87-1365 ~ 7% ~~AVITY SEWER
COORDINATES (NEE) FLAG DESCRIPTION / 100 YEAR FLOOD PLAIN ' X % x x
N=695724.63 E=216851.60 WF 3001 X x x r
X X x % x ,
N=695733,47 E=2168577.10 WF 3002
N=695743,68 E=2168558,03 vVF 3003 COORDINATES lN.E~ FLAG DESCRIPTION
N-695743.68 E=2168558.03 WF 3004 COOR Na695749.59 E=2168526.22 WF 3005 N=695669. N=695757.65 E=2168526.22 WF 300fi N=695688. COORDINATES (N.E) FLAG DESCRIPJION COORDINATES {N.E) FLAG DESCRIPTION
N.695430.6319 E: 2168358.9860
95669.88 E=2168457.02 WF 3015 N: 695429.0700 E: 2168341.7491 WF-C2 N:69543~,4738 E: 2168232.3756
•95688.45 E=2168463.09 WF 301 fi N; 695423.3598 E: 2168329.9662 WF-C3 N: 695450.7876 E: 2168214.6322 1~-C~2
N=695759.55 E=2168505.30 WF 3007 N=695698 395698.69 E=2168477,62 WF 3017 N: 695405.2987 E: 2168320.0538 WF-C4
N; 695460.733fi E: 2168205.7298 WF-C13 MAN MANHOLE TABLE
N=695748.38 E=2168491.13 WF 3008 N=695711. 195711.91 E-2168494.13 WF 3018 N; 69538$.9435 E: 2168303.5042 WF-C4A N; 695476.5567 E: 2168186.6881 WF-C13A ~I~ PNT ~E ehlT 9 coo. RDINAM2 (NJE)
N=695733.13 E=2168489.16 WF 3009 N=695727. .95727.23 E=2168506.15 WF 3019 N; 695383.1354 E: 2168292.9529 WF-C5 N: 695490.2537 E; 2168171.7725 WF-C14 12 IRS IRS N=695577.47 E=2168381.62
N=695722.31 E=2168485.07 vVF 3010 N=695721. •95721.60 E=2168523.68 WF 3020 N:695377.4360 E: 2168278.4658 WF-C6 IRS N=695335.33 E=2168100.08
WF-C15 13A IRS N; 695503.5527 E. 2168172.9820
N 695705.71 E=2168471, 77 WF 3011 N=695720. .95720.40 E=2168538.69 WF 3021 N; 695391.4485 E: 2168274.1748 WF-C7 WF-C16 13-1 IRS N: 695510.5361 E: 2168165.8590 IRS N-=695233.43 E=2167902.34
N=695702.81 E=2168461.28 WF 3012 N=695717. 195717.14 E=2168553.25 WF 3022 N: 695410.2246 E: 2168264.5164 WF-CS IRS N-695131.52 E=2167704.61
N: 695503.7993 E: 2168149.8043 WF-C17 14 IRS
N=695689.10 E=2168447.73 WF 3013 N=695719. N=695678.27 E=2168448.61 WF 3014 •95719.77 E=2168570.44 WF 3023 N:695a18.9723 E: 2168253.5393 WF-C9 * COORDINATES ARE GROUND COORD N: 695510.5735 E:216B139.1463 WF-C19 "STRICK". COORDINATES LOCALIZED AROUND NCGS MONUMENT
N:6955D0.7713 E: 2168129.6416 WF-C20 * HORIZONTAL CONTROL SHALL BE B ENGINEER. L BE BASED ON CONTROL POINTS PROVIDED BY
178 N: 695434.3288 E; 2168239,0876 WF-C10
178 178
176 _ _ _ T~._- - 174 _ _ - - - - - _ _ _ - - - - - - - - 176
176
_ _ o_. 174
m N 174
172 - _
- - - - d - - -~-4 - - ~ ~i 172 r 172
170 _ _ 168 - 0~ O ~.t. ----x rr -F
~ _~Y_~ - -o > _ ^ ~ - 170 ~ ~ 170
- - __~ZL.I'14~~ - - ~ n ~ n ~i - 1 s8 68
u ? ----E - iii +~z v.- s?-a- - - - - 1 W ~ r~w~ _
166 _ CALL NC ONECALL - ~-F- _ ~ _ID. _ r__~ _ W Op ,n 'ffr/~~fi TD--_--- , 166 ~_Z 66
BEFORE YOU OIG 164 - - ~ • Oj - 4~------------ - - 100 YEAR FL00 PLAT --5~~ a--i?ii - - ~ - IN- ~l-..C- -A1-S- --f~
~ ow_ - - ts4 64
- S T 0 P - _ _ _ _ _ _ 00 M .._.-v ~-Vim--`- _ _ ~ - T ~ ~ Z ~ ~ - n ~if~~~ - .~Al~_ BAC_ . ~ ~Q....__.__- W.W - - U M ~~v - -
62 t-800-632-4949 =o>zo a~ INST LL C ASS 1 .RIP Xta-~» _ ~ ~ _ _ CH NNEL CROS . X62 - - - E N T RE WI TH ~ 0 _ ~ _ ! _ - 62
AVOID UTW TY DAMAGE ~ ___~no,~~-?- _ 3 + RAP 18 EEP N _ - - - • a ~ IDE SLOP S OF - - - -
160 .V--- - - - - - _ Aso ~ . . 60 NOTES,
- - - ~-~-g-~ - _o Q p~4 EL ' R0S - -
158 _ - - --_.T.. - 156 __.E S-Tla -GR~ Q---- _ - - _ - - _ - J - - 158 1. 58 1, CONTRACTOR TO VERIFY SIZE, DEPTH,
__----0IS-- RBE-D ARC - MATERIAL AND LOCATION FOR ALL
~ ~ - 156 UNDERGROUND UTILITIES PRIOR TO THE 56
CRE K BOT ~OM START OF CONSTRUCTION.
154 - . ~ a . - _ -w._..___ ~ ._.-.r..._ 154 54 2. THE UNDERGROUND UTILITIES INDICATED ON
THE PLANS HAVE BEEN TAKEN FROM
152 _ - - - - _ - 4'w ~O - - - - 152 52 INFORMATION MADE AVAILABLE FROM THE
5' t5o - ~ ~ ~ - ~ ~ 3 a - VARIOUS UTILITY OWNERS. THIS INFORMATION
_ ~ ° ~ E (STING 4° P - i XISTIN 24" r C - - - - 150 IS NOT INCLUSIVE OF ALL EXISTING 50 UNDERGROUND UTILITIES AND CABLES. THE
CREEK OTTOM _ --___rn - ~ ri „ _ - - - - - - - - o - - CONTRACTOR IS ADVISED THAT ADDITIONAL
148 + - - g-~ ~-4-- - - - - - ~ 148 48 UNDERGROUND UTILITIES AND CABLES MAY
- `cDi - ~ . 31$. 7 LF - 8" £-9 - EXIST WHICH ARE NOT SHOWN ON THE
~ ~ - - _ _ 22 - - 20 C905 VC ~ ~2_~a5-- ~U.22 . _ 905 PV - - - - - @S-P-'JG 146 PLANS. PLEASE BE ADVISED THAT THE
- --~1 . 5--tf- - - .32~ ~ - - ~5 PVC 46 UNDERGROUND UTILITIES AND CABLES COULD
144 - - -~0" C 05 PVC __31.6 F_ - - - - - 144 CONFLICT WITH THE FORCE MAIN
44 CONSTRUCTION AS SHOWN. THE OWNER WILL WORK WITH THE CONTRACTOR TO REALIGN
142 - 142 THE FORCE MAINS AND APPURTENANCES TO
42 MINIMIZE CONFL!CTS TH E OWNER WILL NOT
140 - - _ - - ..~~e Sr~. - SEE ETP,IL SHEE D CONSIDER REQUEST FOR ADDITIONAL
- - - 140 40 COMPENSATION DUE TO THE PRESENCE OF
SCALE: 1 5~ (Vert.) - - - 26+00 26+50 27+00 27+50 28+00 28+50 CONFLICTING UTILITIES AND CABLES THAT
50 29+00 29+50 30+00 30+50 31+Od 31+50 32+OQ 32+50 33+00 33+50 34+ SEAL ~ SEAL 34+00 34+50 35+00 35+50 3fi+00 36+50 37+00 37+50 38+00 38+50 39+00 ARE NOT SHOWN ON THE PLANS.
3. 3. VERTICAL DATUM BASED ON NGVD 29. s
FLOOD PLAIN DATA BASED ON 2005 FEMA
50~ 0 50~ 100 MAPS ON NAVD 88 DATUM AND ADJUSTED
TO NGVD 29 DATUM.
SCALE: 1"=50' (Horiz.)
DATE: DATE; JUNE 2007 SCALE M&C FILE NWlUMBER
. - - - - - - - - RAf'F P mrF PPM .1 n1 zr_.nn• of CU703
ri 160 evL.. q I N %0 V• V VV VVf.V
Iz & C U 4b~YNJM Dlf I E 20 GRAVITY SEWER LEN DRAWN NJR HORIZONTAL: DRAWNG NUMBER
SEAL 200 MacKenon court, sui TOWN 032M 4 0--F CLAYTON 39+00 ;REEK INTERCEPTOR STA. 26+00 TO STA. SCHEDULE 1 STATE DESIGNED GGG CAT 1 50'
~ te 200 032M ns~ Cory, North Carolina 27511 CHECKED DMH VERTICAL: C3
Phone:, [phone], Fox: [phone]. SAM'S CRE PROD. MGR. BF EI 1 "=5'
t REVISED PER EROSION CONTROL REVIEW COMMENTS 03/06/2007 REV.NO. DESCRIPTIONS DATE 1 AA0002667 E80006691 STATUS: RDASION
REM SION.- S- www.mckimcreed.com

WETLAND IMPACT FLAGGING IDENTIFICATItJN CONTRACTOR TO INSTALL
COORDINATES (I~.E) FLAG DESCRIPTION CLASS 1 RIP RAP (18"
DEEP) ON SIDE SLOPES OF
N:694935.5905 E: 2167129,4139 WF-F~ CHANNEL ACROSS ENTIRE WIDTH OF DISTURBED AREA
N; 694948.4681 E: 2167115.7320 WF-F2
N; 694956.4687 E; 2167088.4723 WF-F3 / ~ SAM'S CREEK r
/ i0Q YEAR FLOOD PLAIN MH# 16A
N:694970.6721 E: 2167073.5610 WF-F4 N: 694991.3208 E: 2167060.11 i 6 WF-FS ~ ' / STA.46+43.90
~ r
N; 695009.6427 E; 2167042,6072 WF-F6 _ _ f - -
N: 695030.7363 E: 2167033.9439 WF-F7 EX. PERM. E .R M . EASEMENT ~ 'rte _ ,sREEK
SqM i
N:695048.9C60 E: 2167020.0635 VyF-Fg
N:6950~0.5668 E: 2167002.2122 ~-F9 ~ TEMP,`DI~ION DITCH #4
N:695088.3277 E: 2166984.2825 ~~'F~ ~ ' ~k x ~ SEED SHEET-D2
,1, i' ~ ~ ~
WF-F11 - N:695108.4065 E: 2166950.6237 } } ~
N: b95137.0791 E: 2166930.8466 WF-F12 + + k + k i- k ~ ~ ~
~ + / ~ k ~k } ~ k ~ k ~ ~ + S00 ,YEAREFL000 PLAIN r
} ~M k = ~5- -h
~j / ~ ~ ~l'
/ ~ k / k .
r; ~ k N ss 4~~4 W - '.16" GRAVITY SEVVE~R +X ~ +
~ ~ +
+ ~ \ k-r}~+ 16, + \ + ~ + . 16" GRA\A TY SEVI~ER
+ } } l M ~ 131 } +
TA. 40+37.77 - - - \ ~ +
oox ~ . ~j } 113 ~ ~ SIFT FENCE {TYP) H 1,5-1 ~ - k ~ r S~€~ DE~AI SH EEC D~ # ~ ANTI-SEEP COLLAR (TYP~ ~~c _ ~ F ~ SEE DETAIL SHEET D1 ~ 20` PERM. EASEMENT
6~'J~ /
b.~s~y 15' SF~ARATION ~ STA.42+74.65 1- ~
~s~ MANHOLE TABLE ~~~s _ 20" GRAVITY SEWER ~ \
10' TfFMP~EASEMENT NJH MH,~~~7~5~2 CONTRACTOR SHALL OISTU~B A G~Ofj R ~ ~ + k , ~
EXISTING 24 GRAVITY SEWER NOW OR FORMERLY ~ _ ST 20 PERM. EASEMENT ~ _ STA.45+07.5 NOT TO EXCEED ?~A- l.E_1N W}~TF~ {M IN ~ 1 ~ +k k k +
ti ADAMS,DONALD C ~ _ _ ~ _ _ M _ `QRDER TO INSTALL SEWER~,LINE ~ ~ + ~
1~.~ _ pNT ~ COORDII~A~S (N.E~ ~.~6, 50' PERM. EASEMENT DB 2964, DP 802 w SHALL-MAIN-Tal~l THIS-1~tI0~TH ,~0~ 0 LF ~ k
15A IRS N 694951.68 E 2167442.15 PID: 165912-87-1365 ~,A~H SIDE OF CREEK AS MEA~U ED FROM TOP ~7~- C~EEK~BANK. ~I~T/AN MUST BE 16 ~ k
15-1 IRS:. N 695045.01. E 2167224,46 --1G1EASl7R€D PERPENDIC LAR. \ ~ / SILT ENCF~ ~~.YP) 4 M
15-2 IR5 N 695136.93 E 2167010.01
16A IRS- N 695043.18 E 2166911.55 \ SEE D~A(L SHE~~_ D2 ~ ; •ro ~ r0 ~ \ rq
17A IRS. N 695287.60 E 2166626.61 J ~ ~ MH# 1~A \ ~ S T,4.50-h~19.32 0
* COORDINATES ARE GROUND CQORUINATES LOCALIZED AROUND NCGS MONUMENT
'~STRICK". * HOR120NTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED SY C4
ENGINEER. \ 10' TEMP. EASE~M€NT
20' PERM. EASEMENT
\ a
a
184 ._f - - 184 W
~---M._
182 - - - W . m - - - 182
a h~~-
w t 80 - Q - - - - - ~ - o ~ _ n~^ - -u~-
m ~ z - - - - - -
178 -o-- - w u~ ° ~'n ~ - - - 178
z W~~
1. - ~ r W R' (per
176 --~-o ~ - - ~r r. ~ - - - - 174 - ~ n - - - Q-~ - ..r1 .-~-LsJ~~ ~vfCC Z - II II~_ -
- 174
CALL NC ONECALL - ~M ~ - - BEfORE YOU DIG - - - a o S ~ t>?O
-10 Y~.~,E2-- - _ - - t72
/
- - - T _-.~XI S I N G ~ U N - - - z z
1-800-632-4949 ^ ~N~?? ^ _ II - 170 r~ II AVOID UTILITY DAMAGE - _ 1"_ 170 - j - - - . - NOT - - - 168
U NOTES; ~
~ 68 - N .t ~ - f 66 - - - - - W N - Z - _ . _ . . O
1. C ~ ~ M - _ - ~ ss ~ ,r ~ _ - O - E iE-BO~ - 164 1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL AND LOCATION FOR ALL
r UNDERGROUND UTILITIES PRIOR TO THE START
i . ~ ~ J OF CONSTRUCTION,
164 ~ - - - -
1 - _ _DI T ROA , _ - - " " - 1V2 _ - _ - - - - - - - 2. T - - - - - t s2 TI - - - IN - - - - - -6F t 60 V IS 2. THE UNDERGROUND UTILITIES INDICATED ON
THE PLANS HAVE BEEN TAKEN FROM
INFORMATION MADE AVAILABLE FROM THE VARIOUS UTILITY OWNERS. THIS INFORMATION
160 - - ~ IS NOT INCLUSIVE OF ALL EXISTING
- - - - - - - ~ - - F Z~_~ ~ - ~ a' - - o - u 16 - - 16~~ ~ 05 PVC 158 C - - ~ u ._3Z.5.4 - - - - - - - - E ass P - - - - U - - - - - - 154 T - - - - - T _ r - _ - - - - t 52 T CL _ ~ - - - - - 150 O A _ - P - - - - - - 148 C - P ~ - 146 UNDERGROUND UTILITIES AND CABLES. THE
5' 158 - --f- - CONTRACTOR IS ADVISED THAT ADDITIONAL
REEK B TTOM - - - - - ~ - ~ ~ Y UNDERGROUND UTILITIES AND CABLES MAY
156 - - - - - _ _ ~ ~ --~.~.4 - - - - Y 9 6 ~ ~ C90 PVC EXIST WHICH ARE NOT SHOWN ON THE PLANS.
PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES AND CABLES COULD CONFLICT WITH
15~F - - - 0 - - - " C905 PVC THE FORCE MAIN CONSTRUCTION AS SHOWN.
- - LF ~ 59 = - - - - - THE OWNER WILL WORK WITH THE CONTRACTOR
152 - - - - 20~+- g0a~- - - - - TO REALIGN THE FORCE MAINS AND
- - - kRtit ~{-~rL APPURTENANCES TO MINIMIZE CONFLICTS. THE
150 - - I TI 2 PVC - X2'•10 _ _ - - - ?A IL OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE
- - - 2 - - - td~ ~~--11d - PRESENCE OF CONFLICTING UTILITIES AND
5 ~ 148 18.17 F - - - CABLES THAT ARE NOT SHOWN ON THE
- APl-~I PLANS,
SCALE. 1 5' (Vert.) 146 " G90 P~~_ - -
DTH OF DI TURB D A EA - - - - - - - - 3. V ~00 47+50 48+00 48+50 49+Q0 49+50 50+00 50+50 51+00 51+50 52+00 P N D DATE: 3. VERTICAL DATUM BASED ON NGVD 29. FLOOD
39+04 39+50 40+00 40+50 41+00 41+50 42 50~ 0 50' 100' 42+00 42+50 43+0 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 PLAIN DATA BASED ON 2005 FEM A MAPS ON
NAVD 88 DATUM AND ADJUSTED TO NGVD 29 DATUM.
SCALE: 1 "=50' (Horiz.)

SEAL sEa~ ALE ~&C FILE NUMBER )ATE: JUNE 2007 FHOWZONTAL
CU704 SCE PROD. # 0136-0029 :
.•~`'~~~N BAR ~ V _ _ _ _ _ _ _ _ _ _ 16", 24" GRAVITY SEWER DRAWN WN NJR DRAWING NU~~ m )RA
~WFC.00,Q,i,,;y, ~ i V Am 1\LL V i. V ~Z WLL/ T U W N = SEAL ~ I 200 MacKenan Court, Suite 200 )ESIGNED GGG/CAT 1 =Ou
I OF CLAYTON DESIGNEE CHECKED ,NECKED DMH VERTICAL; C4J
'ROJ. MGR. BF'B it
ns 032293 ~ Cary, North Carolina 27511 N. *60* HGlNti~~•:~Phone: [phone], Fax: [phone] SAM'S CRE T "A`~••` a ~Oa~ossst REEK INTERCEPTOR STA. 39+00 TO STA. 52-I-00 IPROJ. M(
SCHEDULE 1 STATES:
R ;TATU S: REMSION
REV.NO. DESCRIPTIONS DATE ~ www.mckimcreed.com
REVISIONS

MANHOLE TABLE
~ COORDINATES (N.E)
18A IRS N 695422.37 E 2166377.67
19 IRS N 695554.88 E 2166132.91
20A IRS N 695908.84 E 2165957.33
21 A IRS N 696059.37 E 2165987.93 CONTRACTOR TO INST CLASS 7 RIP RAP (1 INSTALL
RAP (18~~ wEna COOR N 696045.59 N 696055.996 WETLAND IMPACT FLAGGING IDENTIFICATION
22A IRS N 696166.21 E 2165909.09 DEEP) ON SIDE SLOP SLOPES
OF CHANNEL ACRD ACROSS GOORDINATES (N. FLAG DESCRIPTION
* COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT ENURE WIDTH "STRICK". DISTURBED AR * HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY NIDTH OF )45.5902 E 2185872.7103 WF- G1
ED AREA
ENGINEER. 155.9969 E 2185888.5805 WF--G2
N 696068.187 N 696080.384 )68,1871 E 2165909,5603 WF--G3
i - (80.3846 E 2165924.6686 WF--G4
CON X X ~ ~ ~ C x~ X x ~ ~ 1--' DE CONTRACTOR TO INSTALL
CLASS 1 RIP RAP (18"
DEEP} ON SIDE SLOPES
X x X OF CHANNEL ACROSS
ENTIRE WIDTH OF DISTURBED AREA
X,X x
x x X X
x x ' % x x x ' \ .
X X X x x X % x % X X x % SAM~S CREEK ` S 100 YEAR FLOOD PLAIN
~ x " ~ P, xXx 1. S
x/ 23 X00 y~ X. x x x X % X ~ x X % .
x x x x X x ~~F TEMP, DIVERSION DITCH #5 x " x • ~ Fit' SEE DETAIL SHEET 02
j~~ X x X x X x / ~ " " \ x x ~X -
. X X " " 20Y`~p ER A, 6,~ x X X X EASE~t€NT Z a' x be x r
X x X +80.72 X x ~ ~ X i~v
% X
x ~ x x
~ X ~ / / ~ ~ A EEP COLLAR (TYP) ~ ` SAM~AREEK SNE~Q ~IL SHEET D1 AM'S CREEK ,S'TA.59f75.82
C' X X yA0 E R ~kO~D PLAIN ~ 100 YEAR FLOOD PLAIN / x
x X ~T'' Z ~ ~ ~ X " x x X " " x %X20' PERM, ELEMENT ~m
~2~ ~ x XX" x.xx xxx~~~
20' EASEM~ ~ ~ %PERM EASEMENT xr-~- X x x x X j
y ~ ~ ~ / 10' TEMP,/EASEMENT 16 GR VITY SEWER ~ ~
/ / / i 10' TEMP, EASEM~T N 38 3 •
/ ~IGOW OR FOf~ MERLY / ~ ~ ~
~tr~ ~ - MH# 18A
k STA, 53+ 02.42 DB 2964 P 802 ~
~O i PID: 16 ~ ( ~ GRAVITY SE \ ~ ~ - - _ o

~H# 2 ~ A
SILT FENCE (TYP~ iTA.67+29.45 J MH,~ 22A 0'~~---EIS MENT
SEE DETAIL SHE T D2 / / / ~ eEraP~~° E-~ o~P~ , ~ STA ~ 1 .62+62.26 0' TEMP, EASEMENT
1' ~ - Sltfi FEAICE (TYP)
~ OFF f1FTell cucc-r m
CONTRACTOR TO INSTALL
190 - _ ~ CLASS 1 RIP RAP 1$"
D EP 0 SID SLOP S - - - - - - 190 _ OF CH NNEL ACRD S ~ i
188 - - - - - - -
-
186 - --~-~A _ _ W 00
184 - - - - - _ _ - et M ~ - -~"EV ~ ~ ~ ` - - x N 'I ~I ~ - ~ 186
~
182 - - - - ~ ~-tfl-~~ - 'a-II--III=
Q - + o - v - - 182
180 - - ~ - - o - - _
fV - ~ ^ u] II - - N I~ ~ - v - - - - - - - 180
178 ' ~-I -
W _ W Z - - - - - - - - O~ YE ~`F~S~
176 - J ~ - _ - - ESC+S-~ PJ6-6R df~B- - i - - - - - - 178
CALL NC ONECALL a ~ - - - - - BEFORE YOU DIG a Z 174 - - - - - y ~ _ - - 176
W ~ - - -
100 Y AR F OOD__ LAIN
- - - - - - - 174
1-800-632-4949 172 - - - ~ AVOID UTILITY DAMAGE - - - ~ S' NOTES;
E 172 ~ - - - 1. CON
1. CONTRACTOR TO VERIFY SIZE, DEPTH,
~ - - X70 MAT - ~ - ~ - _ _ UND - _ STA _ - - N - ----t ~ - g4.86 F ~ 188 MATERIAL AND LOCATION FOR ALL
168 - - ~ fl' ONTR CTOR TO INSTALL - UNDERGROUND UTILITIES PRIOR TO THE
START OF CONSTRUCTION.
168 lCLA S 1 IP RA _.~18" o _ _ ~ DEE) ON IDE S OPE5 t 32.s ~ 2. TH E 2. THE UNDERGROUND UTILITIES INDICATED
-eR€-€ --etrrfi ra-------- - _ ~ ~NAN ~ ~ ~ - - - ~ ~.&12~..---- 166 ON ON THE PLANS HAVE BEEN TAKEN FROM
164 - - - -€iV~Tt E --p~ - . 53~ 16" C9 5 PVC _--fi -C995-- - _ INFO INFORMATION MADE AVAILABLE FROM THE
- a - - --w -ate- ~ 16" C905 VC ~ _ ~ ~ 64 VARI VARIOUS UTILITY OWNERS. THIS
5' ts2 - _ . - - - - INFO INFORMATION IS NOT INCLUSIVE OF ALL
283.11 LF - -y~-- ~ ~ 160 - - ~ ...~-g@5-- NC _ ~ - ~ - ~ - YP~- - - _ _ - _ ~ ~ - - - - - EXIS - - ~ is2 CAB - - - - - - - - THA - - - - - - - - ~ 60 U TI LI EXISTING UNDERGROUND UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED
~0.5 9~ THAT ADDITIONAL UNDERGROUND
UTILITIES AND CABLES MAY EXIST WHICH
158 "-6~ - - - - 156 - - - - _ ~ ARE ARE NOT SHOWN ON THE PLANS, PLEASE
- - - BE f~~ -EEP tb4R T1FP j - - - ~ 58 U TI LI BE ADVISED THAT THE UNDERGROUND
UTILITIES AND CABLES COULD CONFLICT
y~_ - - WITH WITH THE FORCE MAIN CONSTRUCTION AS
t54 ~ - -ANTI-SE P C AR I _ - -F}~~ it -S1°I - - - ass SHO - - - - TH E SHOWN. THE OWNER WILL WORK WITH HE CONTRACTOR TO REAL !GN THE
- - - - - 154 FOR - _ _ - - MINI - - - - - - - - - NOT FORCE MAINS AND APPURTENANCES TO
152 - - MINIMIZE CONFLICTS. THE OWNER WILL
NOT CONSIDER REQUEST FOR ADDITIONAL
SCALE: 1 "=5' (Vert.) - - - - t52 COM - - - - - OF THA 0 60+50 61+00 61+50 62+Q0 62+50 63+00 63+50 64+00 64+5d 65+00 3. VER ~'L00 COMPENSATION DUE TO THE PRESENCE
OF CONFLICTING UTILITIES AND CABLES
52+00 52+50 53+00 53+50 54+00 54+50 55+ 50' 0 50' 100' 55+00 55+50 58+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 THAT ARE NOT SHOWN ON THE PLANS,
VERTICAL DATUM BASED ON NGVD 29.
FLOOD PLAIN DATA BASED ON 2005
FEM ADJU FEMA MAPS ON NAVD 88 DATUM AND
SCALE: 1"=50' (Horiz.) ADJUSTED TO NvVD 29 DATUM.
sen SEAL SEAL
f1 A TC. u r nr.~' t Mls[f: FII F A11111RF?
0 -OF UUNC Luui SCALE
o .~ESSro ~ i ow ~ CIZ4&CREED 0136-0029 CU705
~•QQ~ ~9 M .l 16"' GRAVITY SEWER MCELPROJ. A NJR HORIZONTAL: DRAWING NUMBER
SEAL _ = TOWN of ~3 ~ 200 MacKenan Court, Suite 200 F CLAYTON DRAWN DESIGNED 1 " 50' GGG/CAT
C)** Cary, North Carolina 27511 CHECKED DMH VERTICAL: C5
.~;N»Phone: [phone], Fax: [phone] SAM'S CREEK I 40 AA0002667 E60006691 K INTERCEPTOR STA. 52+00 TO STA. 65+00 PROJ. MGR. Z. BFB 1"=5'
REV.NO. DESCRIPTIONS DATE
BLASIONS- SCHEDULE 1 FSTATUS: MASON
www.mckimcreed.com

WETLAND IMPACT FLAGGING IDENTIFICATION
COORDINATES~N.E) FLAG DESCRIPTION
N 697040.3359 E 2164999,0468 WF 4001
N 697D48.8903 E 2165013.fi010 WF 4002 CONTACTOR TO INSTALL CLASS
N 697073.0045 E 2165017.1347 WF 4003
NOw OR FORMERLY ~3~s~nn NHOr `~3ssdw 1 RIP RAP (18" DEEP) ON SIDE
N 697090.2901 E 2165016.0202 WF 4004 1 MASSEY, JOHN WESLEY SLOPES OF CHANNEL ACROSS ENTIRE WIDTH OF DISTURBED
N fi97092.3560 E 21fi5004,7866 WF 4005 DB 925, DP 275 AREA
N 69079.9555 E 2164997.6511 1l~F 4006 PID: 166970-46-1968
11
N 697050.1158 E 2165001,b440 WF 4007
% 1' err l - - - ~ ~
WETLAND IMPACT FLAGGING IDENTIFICATION
~QORDINATES (N.E~ FLAG DESCRIPTION
x X _,.-ice%~ x 1`~~~ • x•
N 695929.osot E 2165074.4t5s WF H1 BORE AND JACK 100 LF N 69b950,9824 E 2165071.7361 WF H2 STEEL ENCASEMENT PIPE { N 896977.4753 E 2165063.9844 WF H3 0.312~~ WALL THICKNESS) li
X /
16~~ D,I. CARRIER PIPE F N 697001.0061 E 2165059.5683 WF H4 MH 24A TO MH P~` ~X,fix X ~s XX XXX x x x -
V / 0 r 'f Y / f - X x ~ - ~ Ai~fil ~S~EP COLLAR " X x / X x x X ~ ! SEE DETAiC`SH~€E.T D1_ Y
N 697021,2197 E 2165067.6869 WF H5 G r j / x X ~ x x x x co x x xx y
N 697043.41$4 E 2165089.5866 WF H6 f X x x x x x X" I . , y~
47 X . . x ~ ~ / ~ x x ~ x ~ x " ~ x x " 90.61 N 1 1 4
N 697054.7924 E 2165109.4801 WF H7 I 1 ~ X i x x ~ - S,9 ~ x X / / 9~ ! ` , ~ cp SILT FENCE (NP) MH# 28 r J ~ x x X X ~ Z~~ / / SEE DETAIL SHEET D2
N 697073.4395 E 2165124,5913 W~ H8 ` x x X X 1 x ~ ~ x co
,,~--'r.. ~ ~ 4 , X x x x
J~ _
~ ~ x x X X y ~ 1 a X X
4 x ~ - X x 3 x 1 x x ~ / ~ ~ STA. 76+82.16 _ X x ~~r / / MH 27 ~ 16" GRAVITY SEWER z
~ 2 ~ 7 r x ~ ~
~ x ~ , x x x x ~I 7\ ~ ~ r 4 ao % SJ~.73-f- 1.55
MANHOLE TABLE + ' ~X X X X x MH ~ PNY ~ COORDINATES LICE) ~ ~ x~~ " X X X " X x X x h "1~ / X Q , x Q x x
-
24A 1RS N 696474.93 E 2165662.88 ~ V x X X x ~ ~ ~ ~ ~ ~ "r j ~ ~ NOW OR FORMERLY
- / w ~ ~ EARP, RAYMOND E JR
25 IRS N 696540.52 E 2165506.81 Q ~ N 3B~ X24 W 394.8 ~ / - DB 498, DP 611 i' ,~~0' PERM EA~~iviENT ' PID: 176000-41-8695
26A IRS N 696843.85 E 2165373,82 ~ _ J y , 'f
27 IRS N 696965.85 E 2165174.17 W SILT'~FEN~E (TYP}- ~ t f ~ `f' ~ ,..:10`~TEMP. E~AS~1u'~ENT
1 M rf r' w 1 0 2 67 N ~ .
28 IRS N ssno3.26 E 2ts5oos.2s ~W - -SEE DETAIL SHEET D * COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT ~ STA.66-~- "STf2iCK". ,Q MH DEP T * HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY ~ __Ol~-~ ~"~U G 1 fig, y ~ r,. r -
r
/ ~ r ~ A f,
~ ~ ~ ~ • f • _
" i ~ ~ ~ '
ENGINEER. X
N 0 ~ a~eNOO 'swdad AD DB ~QY ~vv ~ ON ENTRANCES {SEE DETAIL SHEET D2) SHALL BE CONSTRUCTED AT ALL POINTS N 0 TE S:
1 11 ' l 1 ~ f
PID: ~T SITE 1. C M U 1. CONTRACTOR TO VERIFY SIZE, DEPTH,
MATERIAL AND LOCATION FOR ALL
UNDERGROUND UTILITIES PRIOR TO THE START /11- 10%/1, 2 0% T!"1, 1 „TA 1
v 2. T _ - 20o T IN Ur uuN I Kuu I IVIV,
2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM
200 INFORMATION MADE AVAILABLE FROM THE
N - - - - V _ - - ---W - - _ m - N 198 N VARIOUS UTILITY OWNERS. THIS INFORMATION IS
198 - - - - 196 _ ~ - - 194 - - 192 - ~ - - - i 90 - - - 188 - - m --T_ N------ N: •-6'NE -~sT: S.R. 17Q$._ 3 NOT INCLUSIVE OF ALL EXISTING UNDERGROUND
- - d ^ n Sri U -e~ UTILITIES AND CABLES, THE CONTRACTOR IS
W 00 ° _i .S~ -9 ~ ~ 9s A z~ ~ „ SLO ES 0 CHA NEL CROS W00 z~ N 194 ADVISED THAT ADDITIONAL UNDERGROUND
UTILITIES AND CABLES MAY EXIST WHICH ARE
m o a - ENT RE WI TH 0 DIST RBED- - T-- 0°~~~-- - A _ ~ r . _ _ o - A-~ _ _ Q~~~ A cv ~ ~ ^ ~ - - - ~ 'oc _ 192 M ~ ~ - W z z ~ d _ - _ NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES
- - - - o --o - - - - - ~ Z ~ ^ - - - . ~ AND CABLES COULD CONFLICT WITH THE FORCE
? MAIN CONSTRUCTION AS SHOWN, THE OWNER
WILL WORK WITH THE CONTRACTOR TO REALIGN
~N _ ~ ~ - _ 190 THE FORCE MAINS AND APPURTENANCES TO
. M - - - - . - - - i ss MINIMIZE CONFLICTS, THE OWNER WILL NOT
n ~^W ~ C =i-'~ Z - . - C J- ~ - - r ~ r ' C 10 YEAR FL00 PLAI T! ~ ^A- 186 N 1 CONSIDER REQUEST FOR ADDITIONAL 3 COMPENSATION DUE TO THE PRESENCE OF
1$._. ~ - - - - ~,a-1 - - - - _ - - 10 Y a~~ CONFLICTING UTILITIES AND CABLES THAT ARE
186 - ~_T-•- - - ~ _ Z - n n J - ~ _..W - - - - - o - - - - NOT SHOWN ON THE PLANS.
~ y-- - - - - ~ _
CALL NC 4NECALL W ~ II u ~ 1_ BEFORE YOU OIG 1S4 - 3--------------~ ' - - - - - - tea 3. V . P - - N - - - - ~s2 D - CREE BOTTO _ 3. VERTICAL DATUM BASED ON NGVD 29, FLOOD
- ~ t> Z 0 ' d~~S' _ EXISTI G GR UND__ v~ ~ - _ - PLAIN DATA BASED ON 2005 FEMA MAPS ON
sTO P W~~ --T--- _ _ - ..r - NAVD 88 DATUM AND ADJUSTED TO NGVD 29 ' DATUM,
1-800-632-4949 182 - ~ - sC~ Z - 7-- AV010 UiIUTY DAMAGC 1
180 - - -r-- 178 . - - - - - 180 4. A 4. A 0.50' DROP IS SHOWN IN MH25 TO ALLOW
' F T - - - - - 31 ~3 - 178 S - - - _ - ~ 3~ P fig" C905 P 176 IN FOR MINOR ELEVATION DIFFERENCES BETWEEN
-1 ~ - - - - - _ - _ ~ .94 LF THE SCHEDULE 1 & 2 CONTRACTORS, IF THE
f~ 3 SCHEDULE 1 CONTRACTOR INSTALLS MH25
176 _ _ - - - ps 174 - - _ - - - PRIOR TO THE SCHEDULE 2 CONTRACTOR
- _ ~ 5--~+E- - M INSTALLING THE PIPE BETWEEN MH25 AND MH26A, THE SCHEDULE1 CONTRACTOR SHALL
- - - •--290 ~i~ - 174 S " ~ 05 P~ 4 (N SET MH25 WITH AN INV. IN OF 168.37 AND
- - - - - - - C - - - 772 B - _ - - 170 - - - .68 INV. OUT OF 168.27. THE SCHEDULE 2
CRE K BOTT M CONTRACTOR SHALL THEN ADJUST THE SLOPE
172 - - _ _ . - - - - 6»~05P - ' BETWEEN MH 25 AND MH 26 A TO ACCOM ODATE
THE REVISED INV. IN IN MH25 AND FIELD CORE
5' t 70 - - - - - f-__ ~ - - - - THE HOLE IN MH25 FOR THE INFLUENT PIPE. IF THE SCHEDULE 2 CONTRACTOR BEGINS PRIOR
- -----39- -.8~i ~ - - 09' 16 16 (FS - - - - - - - - - - - - HED CE T~ -5 FIEDO E~---- - - T M - - - - - ANTI SEEP COLL N 166 B - ~ ~ - WI TO THE SCHEDULE 1 CONTRACTOR INSTALLING
1 b8 - .619e MI-125, HE SHALL INSTALL THE PIPE (WITH A
TEMPORARY PLUG IN THE LINE FOR DEBRIS)
168 - ~ p - - - BETWEEN MH25 AND MH26A SUCH THAT MH25
0 - WILL HAVE AN INV. IN OF 168.77. THE
i6~ ---BO -~M ~7h£ ~ _ _ - -3A" L-Efd~ EM E ~ _ t s2 - ---P I - - - - 164 $ - - T - - - - - - 1 s2 S C _ - - - RI SCHEDULE 1 CONTRACTOR SHALL THEN ADJUST
THE INV, OUT OF MH25 TO 168,67 AND THE
~E_ OlE - - - - SLOPE BETWEEN MH24A AND MH25 AND CONNECT THE EXISITING PIPE INTO MH25. THE
- - a~4NE- a.6"--- l~--- RIM OF MH25 SHALL ALSO BE ADJUSTED TO
5' t6o ~ - M 24ti 0 MH 5- SCALE: 1"=5' (Vert.) - - - - - - - - - 7 so E 5. T 73+00 73+50 74+00 74+50 75+Od 75+50 76+00 76+50 77+00 77150 78+00 R C N DATE: EL. 180.67 (REMAINS A 12' DEEP MH).
5. THE DIMENSIONS SHOWN FOR THE BORE AND
65+04 85+50 65+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 RECEIVING PITS ARE ESTIMATES. THE
CONTRACTOR SHALL CONSTRUCT THE PITS AS
NEEDED.
so' o so' ~ oo'
SCALE: 1 "=50' (Horiz.)
seas seas M&C LE NUMBER rE; JUNE 2007 SCALE FC6
9 G ~ ~ A~ /1 TV C C 1 A/C ~ h~CE PROJ, _ PROJ, # 4136 0029 NnQi~nKITei .
%WN NCR DRAWING NUMBER
qA IvI6wfI~%-UVJL~~..l~~1J DESIGNED ' )I GN E D GGG GAT 50
Q ~ TOWN OF s SEAL ~ 200 MacKenan Court, Suite 200 OF CLAYTON I v ~Rhv I . I 7C YYCIZ DRAWN CHECKED 7CKED DMH VERTICAL. C6
032293 ~ Cary, North Carolina 27511 s C)% )J. MGR. BFB 10=5 I
•~'yp'f~~~GlNN~ Q` Phone: [phone], Fax: [phone] SAM'S CREE ~1T PV~,~,, AA0002667 EB0006691 'EEK INTERCEPTOR STA. 65+00 TO STA. 78+00 7ROJ. MGR.
1 REVISED PER EROSION CONTROL RENEW COMMENTS 03/06/2007 SCHEDULE 1 & 2 STATUS: JU S: REVISION
REV,NO. DESCRIPTIONS DATE
510N§ www.mckimcreed.com

MANHOLE TABLE
. MH ~ PNT # COORDINATES fN.E)
29-1 IRS N 697483.08 E 2164$72.74
29A IRS N 697536.02 E 2164733.45
30A IRS N 697505,26 E 2164300.56
31A IRS N 697727.01 E 2164158.02 ~w
~ r.,
~~l... \
r
i'~r~ r r;,r , r ~f,, ~
COORDINATES ARE GROUNi7 COORDINATES LOCALIZED AROUND NCGS MONUMENT a r /r''/ f f 1 ~ 1
"STRICK". r/ / ~ f i~/ r k k ~
* HORIZONTAL CONTROL SHALL BE BASED ON CONTROL P01NTS PROVIDED BY r' . ~ f k X ~ ~ k.~' k r' k ~ "'e
ENGINEER. / k k k ~ ~ k ~ ~ k / .k y ~ - 4 k ~ i
,J, / / / r E I i : ! ~ k k ~ ~s
~r r X ' ~ •II , / ~.fr ; ~ 1 `rte ` f ~ rX
~ . /r ~ / r ,f ' r~ i k
fr ' X r / ~ r f ,r` J X
- f~/ j, k
/ .r' r r', f k ~ ,r ~ k /X ~
/'~f rte,. ,r''r J r k r,,,f k ~ , k ~ k k
~ r r ~ f / ~ f ~ ~ / r r' k r rr k k k X k k k . ~ ~
k / X ~rj~J f r k ~ k ~ ~ ~ k ~
` ~ O ` ~X ~,r j,' k ~ k - f'~i k k ~ k s ~ k ~ a . ~ , ~ .r=--- 8
.r' k •ti !w k k Y y, : • , k k
r- k X
k k k k
.ti ~ f k ,ir k k ~ . k k
x 1 % k ~ ~ k k k k k k k k k k k 11
~ r' 1 k 0 / X k k k k k ~ k k. k k k ~ k k x k k
~ k k k x k / , ~ r ~ ~ ~ . / k .1 \ k f,, ~ k -•-...~k k l X _k X ~ ~ ~ k k 0) -00
• x x _ r J f f"'~ r'''te ~ r' ti ~r'' EASEM NT V
r' ~ .rte ~ / ~ ~ , / ~ „r'- r--~ f~ 4
V ~ ~t.. ~ ~ / r-..~---.. ~ ~ ~-,y~'' r' it ~~~~.1 ~ 4 9 - VY
V~ ~~(V ~-7s. 20' PER ~ ~.k ~ X ~ ~ g . _ .S r. 1
~ ~ X ~•,w. %k r . rr X % 1 ` r^ ~ ~ 1~1 rf W
w w ~"~r..~ f . r""" _ Z
~ / ~ f ~ .rte .~1'~ X _
~ x k ~ ~l k r ' 'l..
WETLAND IMPACT FLAGGING IDENTIFICATION k / ~ X ~ k 1
COORDINATES (N~ FLAG DESCRIPTION ~ ~ J ~ k ~ k k k ~ 1
1 ~X l t /
WF I_i N 69741b.05 E 2164792.23 ~~1t3' _T.~MP, EASEt~Ii ~Ei~l N 697430.47 E 2164791.67 WF 1.2 _ _ ' k ~ ~ k
~ r_.-,,. X ,r
WF I_4 ~~'--PERM. EASEIuTEN~-._ N 697459.17 E 2164799.52 f ~ ` ~ k ,'r ,
/k ~ ~ r k /
N 697494.64 E 2164803,95 WF I_5 k k / X ~ r
N 697533.01 E 2164802.86 WF I_7 ~ / ~
N 697550.ss E 2164815.~o WF 1-8 CONTRACTOR SHALL DIST NOT TO EXCEED 15 LF IN
f1Df1CD Tr1 IAICTAI 1 CCIAICD cc~~icc ~ i~ic Agin
VI\V L~\ IV 11 \~.71/"1LL JL~~{~I\ DEEP ON SIDE SLOPES
SHALL MAINTAIN THIS WID EACH SIDE OF CREEK AS IS WIDTH FOR 50 LF :K AS MEASURED FROM OF CHANNEL ACROSS
TOP OF CREEK BANK. DIS MEASURED PERPENOICULA 206 K. DISTANCES MUST BE ENTIRE WIDTH OF
)ICULAR. DISTURBED AREA
W 206 206
- - - _ - - ----m - ~ - _
204 ___T_ _ ._~GO R~9C DF~._~ _-INST LL----- ~ - - - - - - - ~ - 204 204
- - _ AS.~ 7---g1~_ ~---gi~_ ~e -t- - - W - _ _ --Q ~m Z p~
202 m D EP N SID OF C ANNE ~N SID SLO ES - _ _ - m ANNE ACR SS T o M,,,~; 202
Z 'f06~-- AR-. LIID~6 ZAliV~ +
200 Z- ~ D ~Tt1R - r~~-~ --M - 200 200
- - 10---_ X r7 r. II . _ _ - o n - - -----o ' q--~-h- i.p~.~,s- - ~ - _ ~
198 ~ II-~?-------- i! If-- - --o i-- ~ F > ? ~ - - - ~ - - - 198 198
. ~ 2 - ~W
c, n rE- 196 ~ ~ ~ Rte'. - 196 196
- zz-- ~ Z -
194 - `~1 - - - 194 194
• ~ ,
192 .T..__ - - ~ . - ~ - - - 192 192
CALL NC ONECALL U - ----tom- _
BEFORE YOU DEG . ~ ~ - - 190 190
~ ~ ~
S T 0 P , 90 ~ .y ~ i_- _ ~ 1-800-632-4949 188 - - - - - ~ - 188 188
AVOIQ UTIU7Y DAMAGE - o
~ $s - - - - - - - - - - - 186 NOTES;
- - - ~ ° 1. 186 1. CONTRACTOR TO VERIFY SIZE, DEPTH,
~ $4 ~ j---. ~ - _ - - Q - - - - - 3 - ~ E1~~4 791~T - 184 - - - - ---399 a-L-~-- - - ~ - - Op, 0% ~ - 182
184 MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO THE START
10' 182 - - - - + OF CONSTRUCTION.
182
~p.40 . g fl ~-i~1e- - - - 2. 2. THE UNDERGROUND UTILITIES INDICATED ON
180 - - --cn - - - - - .6-._ _R-~lG~_ _ - 180 I 180 THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE
.~kD~-_ 16 905 PV 20.37 F VARIOUS UTILITY OWNERS, THIS INFORMATION
178 _ __3 0_23 L - _ -1~6- ~-W! - - - - - - - _ - t ~8 ~ 178 IS NOT INCLUSIVE OF ALL EXISTING
5~ - - - r :+1~3 160. 1 L~ - UNDERGROUND UTILITIES AND CABLES. THE
176 - - - - 16" C905 VC - - - - 176 - - - - _ - - _ - t~4 - - - ~ - - - t 72 - - - - - - - - 170 - - - - - - 168 - - - - - - 166 176 CONTRACTOR IS ADVISED THAT ADDITIONAL
UNDERGROUND UTILITIES AND CABLES MAY
174 - - - EXIST WHICH ARE NOT SHOWN ON THE PLANS, 174 PLEASE BE ADVISED THAT THE UNDERGROUND
UTILITIES AND CABLES COULD CONFLICT WITH
~ 172 - - - 172 THE FORCE MAIN CONSTRUCTION AS SHOWN,
THE OWNER WILL WORK WITH THE CONTRACTO
170 - - - TO REALIGN THE FORCE MAINS AND
170 APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT CONSIDER REQUEST FOR
168 - 168 ADDITIONAL COMPENSATION DUE TO THE
5~ ^ ~ ANT -SEE COLS R (T ) _ _ - - - - PRESENCE OF CONFLICTING UTILITIES AND
__SEE ET ~-SR T-U'f-~ ~ - ~+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+04 85+50 86 166 CABLES THAT ARE NOT SHOWN ON THE
SCALE: 1"=5' (Vert.) 166 - PLANS.
- 78+00 78+50 79+00 79+50 80+00 80+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 85+50 90+00 90+50 91+00 4.00
3. DATE: 3. VERTICAL DATUM BASED ON NGVD 29. FLOG
50' 0 50' 100' PLAIN DATA BASED ON 2005 FEMA MAPS ON NAVD 88 DATUM AND ADJUSTED TO NGVD 29
DATUM.
SCALE: 1 "=50' (Horiz.}
SEAL TE: JUNE 2007 SCALE M&C RLE NUMBER
nQ ~'as~~l~ ~v~ 1? /~~"'T~l? /r C~ ~ nT~ TTT1 1 ~ Q A ~ /ITV C C 1A/C D MCE PROD. E PROD. # 0136 0029 FwnPl7r)NITAI • -
q;F QI-°r-,,_~ V 1V1`1`L1V1CS l.l~C~1J AWN N JR ` DRAWING NUMBER
DESIGNED SIGNED GGG CAT 1 = 50,
_ SEQ. 1 TOWN Of 032293 i ; 200 MacKenan Court, Suite 200 OF CLAYTON %"'.L'A DRAWN CHECKED ECKED DMH VERTICAL.: C7
Cary, North Carolina 27511 OJ. MGR. BFB 1 "=5'
~.'p'''••NQ;;!~;~.~tt•~~• Phone: [phone]; Fax: [phone] SAM'S GREE y'' ,'9• TRO~ . AA0002667 Ee0006691 LEEK INTERCEPTOR STA. 78+00 TO STA. 91+00 IPROJ. MGR
SCHEDULE 2 STATES ATUS: REVISION
REV.NO. DESCRIPTIONS DATE loss% [s
0 S www.mckimcreed.com

wET~a cOOR N 69768 N 69766 N 69766 ~W OR FORMERLY ~ N 697874 :TLAND IMPACT FLAGGING ICOORDINATES (tj JE FLAG DESCRIPTIONS
MANHOLE TABLE 697683.7103 E 2163406.4422 WF 5014
t~AH ~ PNT # COORDINATES fN.E) 697667.5268 E 2163395.8264 WF 5016
32A IRS N 697995.34 E 21638fi2.04
697665.4371 E 2163407.1490 WF 5017
33A ~R5 N 698003.42 E 2163726.19 NOW OR 69 76 74.7332 E 2163422.5101 WF 5018
34A IRS N 697930.96 E 2163599,86 PEEDIN, DB 527, EDIN, EDNA S N 69768 527, DP 89 N 69769 166910-36-0755 697682.3446 E 2163436, 5188 WF 5019
35A IRS N 697762.81 E 2163537,22
36A IRS N 697669.92 E 2163276.81 CONTRACTOR TO INSTALL P(D: 166 697693.0705 E 2163453.3966 WF 5020
CLASS 1 RIP RAP (18'~ N 69768 N 69768 N 69767 N 69767 ~ N 697671 _ SAM'S CREEK h 697694 697689.9472 E 2163477.6376 WF 5021
37A IRS N 697514,63 E 2162987.16 DEEP) ON SIDE SLOPES OF 697683,9191 E 2163495.8227 WF 5022
CHANNEL ACROSS ENTIRE .
* C04RDINATES ARE GROUND COORDINATES LOCALtZEO AROUND NCGS MONUMENT S~A• HORIZONTAL CONTROL SHALL BE BASED ON CONTROL POINTS PROVIDED BY p?TC~c~c~s~~`~ ENGINEER. ~ SGL A~ GJ'~~'~~ WIDTH OF DISTURBED AREA ~ ~ = 697673.3098 E 2163513.2701 y 5023
697674, 7389 E 2163533,0015 yyF 5424
597671,4011 E 2163555.0571 WF 5025
v " % SEEI ETAP COLLAR {TYP) j %1 L SHEET D1 ( , 1 X ~ sa x X
- - 100 YEAR FLOOD PLAIN 597694.2761 E 2163565.1773 WF 5026
N 697706 597706,4982 E 2163585.0574 WF 5027
WETLAND IMPACT FLAGGING IDENTIFICATION ~ ~ . , 1 \ ~ ~ l N 697711. 59 7711.0456 E 2163594.7393 WF 5028
COORDINATES ~N_El FLAG DESCRIPTIONS \ o X x x, x x \
N; 697875.2595 E: 2163812.0994 WF J1 ~ ~ x I x ~ { ~ , OJ 4 ; ,~S S~ ~ X ~ x X X X' ~~.y~:. N 697714 x 397714,8066 E 2163612.9387 WF 5429
w
N: 697888.0498 E: 2163805.5479 WF J2 `O f» D A TEED "W~ TL,A ~ D" B . ~ ~ ' =
N: 697909.221 2 E: 2163801.4744 yyF J3 16 GRAVITY SEWER ~ x \ \ ~ ` i
N; 697939.1657 E; 2163798.2913 WF J4
_ r .
N: 697560.7822 E. 2163802.1698 WF J5 ~~~1 s psi sO~? _ ~ 1 ~s jD\x ~ . x X X 'x x • r X X X K K, x x x X X x~ X X X % X X
N:698001.3328 E: 2183798.0909 WF J6 x ~ ~II f x 131 r \ / x K x x x " x
N; 698027.2034 E: 2163797.9050 ~ J7 20~ PERM. EASEMENT X X K X t
N; 698050.1331 E; 2163785.0077 WF J8 10' TEMP. EASEMENT i / X x x ~ ,c X x"` ~c x x ~ X X X X X. ~C ~ % X
x a`" ` x X ~
N: 698073.8802 E: 2163784.0615 WF J9 x x x"~ j x x X X ~ •
N 697721.1134 E 2163610.2508 WF 5Q01 x MH# 32A x x x x "x` i ~ ` ~c x x 1 ~ ~ ; ~ ,SiLT FENCE (NP) 16' GRAVITY SEWER x x ~ ~ J f-- ` 'SEE DETAIL SHEET D2
N 697716.4737E 2163593.7828 WF 5002 $Tj~. 92+38.06
N 697694.2501 E 2163565.1849 WF 5003 X ~ STA.,i 103-f- 74.52 f;
N 697695.5286E 2163553.9635 WF 5004 " W , ~ ~ _ S TEA, -~6 X99. ~4~ NOW Y'
- N 697685.1200E 216354$.4193 WF 5005 x
NOW OR FOR LY f_ ~ ~ ~
N 697685.1201 E 2163548.4175 WF 5006 X X- j' - - - _ l EAR X~ ~ % . % ~ SEE `DET~AlL SHEET D2_ _ , - , PID: EARP,RAYMOND DB 498, DP 611 20' PERM. EASEMENJ ~ . f Ile
N 697680.6617E 2163529.7387 WF 5007 PID: 176000-41-8695 10' TEMP, EKAENT ~ ~ _ X52 152'
MH# 36A
N 697685.7857E 21fi3518.8535 WF 5008 ~ A. X 00+53.43
N 697698.8745 E 2163492.8021 WF 5009 EXISTING CREEK'/ STA. 95+79.80
N 69 7699.2161 E 2163473.8558 WF 5010 MH# 33A _
WF 5011 CONTRACTOR S N 697703.5052E 2163454.7143 NOT TO EXCEED 'OR SHALL DISTURB A CORRIDOR STA. 93+74.15
XCEED 20 LF IN WIDTH (MAX.) IN
N 697695.4219E 2163437,8303 W~ 5012 ORDER TO INST SHALL MAINTAIN INSTALL SEWER LINE AND SAM'S CREEK
N 697685.5601E 2163421.3588 WF 5013 EACH SIDE OF TOP OF CREEK MEASURED PER JNTAIN THIS WIDTH FOR 50 LF OF CREEK AS MEASURED FROM 100 YEAR FLOOD PLAT
REEK BANK, DISTANCES MUST BE
1 PERPFNDICUI_AR.
Z7t3
- ------CO RA ~R__T.._~~ - 2t s . - et s-9-- P---R - 218 18
_ - ~ ai ~ 216
- -D P-}-flld ~iBE t9P -OF- 16
214 - - - - - - A4A~E-L ~0 -E-N- - - - EA-r - w _ _ N Of - ~ 2~4
"ri MM ~ II ~ - - 14
212 Q ---W - ---o - ° `r __w --~NC~ - 2'p I~~ - M"wococ 212
- - 210 _~u 0 ~ 00 00 O ~,y ~n - - ~ - - - ~ Z _ 12
~ Nom- - N - -Z a N ^ - W ,'11 o o - - - - '~,c~+ m o - A_. - - - W y~~`ll-~ _ ___.___o - ~ _ - a - - z z 210
~I.__ . ~ 208 - x 11 ~1->?~ M N ~ W ~ ~ - Z f'~^ _ 41 N~ QC1 - ~ONm-~ ------p - - - Q - - Z O~^ _ _ 10
~q ~ ~ II M a' Q' r - - 2 ~ T - _ - ~QSl.N - ~ ~ 208
)8
206 - - ~ R _ _ _ ~ ~zz o~~r-~- - Z--~ - w~~ o -
Q~ = F- . Z-~-_--- a ~ t- r- - - ~ - - ~ ~ 206 )6
O 204 - - - - - (V Z r
)4
2~2 - - OMI---~- ~ - 200 ~ - ~ - - r - - N f y - ~
- - - o - ~ ~ ~ 202 )2
. , / t N _Q - - -
CALI NC ONECALI / ~ ~ ~ BEFORE YOU OIG - - ~ ~ - - _T 200 W M ELK OM - o )0
~i - - z Q Q ~ ~ - - J
a _ _ - -~-'.t ~ - ± v . ~ - 198 18
S T d ~ , 9$ _ - _ _ _ _ 1- 800-632- 4949 ~ - Z - -
AVOID U71UiY DAMAGE }S6 - - - - - - Z-O ~ - - - - 6,~~g ~1G_ 196 16
- - d ~ - - N o,.4z~ - - 1941. C 321.12 ~ - - - - - M _ ~N ~o ^ PVC T A - - - - - ~ 192 U O .4 e - - - - - - - - - 190 NO ES&
194 _ _ _ - -v-- - - J 14 1, CONTRACTOR TO VERIFY SIZE, DEPTH,
- - - -------V, . -
192 - - - 1~' - MATERIAL AND LOCATION FOR ALL 22 UNDERGROUND UTILITIES PRIOR TO THE START
O Q J - - - - - - - - - ~ - - X1.4 e - _ - `i - - ~,~2 - - - - Cgo- P - - - - ---1 - - - p1.50 •
19a - - - - - - - - 188 - - _ 5' 186 - - - - - - - 184 X95.51 LF - - OF CONSTRUCTION,
- - - 2. T - - - - - - ~ _ t 8s T IN _ _ - - V - - ass N - - - -AAl~I €€2- U - - - - - - 184 A - - _ _ U - - - N - - - - - - 182 A - - - - A - - - - ~ so M _ - - - - - w - - - - t ~8 T - - MI - - - - - - C - - - - - 176 C - - - - C tea N 99+00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 3, V PL 0 2. THE UNDERGROUND UTILITIES INDICATED ON
8 THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM THE
VARIOUS UTILITY OWNERS. THIS INFORMATION IS
6 NOT INCLUSIVE OF ALL EXISTING UNDERGROUND
17 .4b ~ - - - ~V 14 .65 LF o 6"~£9@ E - 94+00 94+50 95+00 95+50 96+00 96+50 97+00 97+50 98+00 88+50 99+00 UTILITIES AND CABLES. THE CONTRACTOR IS 4 ADVISED THAT ADDITIONAL UNDERGROUND
pV UTILITIES AND CABLES MAY EXIST WHICH ARE
182 - ~U 4A~ - 16' C905 ~ VC NOT SHOWN ON THE PLANS. PLEASE BE
2 ADVISED THAT THE UNDERGROUND UTILITIES
180 - - - AND CABLES COULD CONFLICT WITH THE FORCE
o MAIN CONSTRUCTION AS SHOWN, THE OWNER
17$ - - - ~ ~ 176 - - - - - _ - - - -i~ll1 S EP SCALE: 1"=5' (Vert.) ti74 WILL WORK WITH THE CONTRACTOR TO REALIGN
e THE FORCE MAINS AND APPURTENANCES TO MINIMIZE CONFLICTS. THE OWNER WILL NOT
CONSIDER REQUEST FOR ADD111ONAL
s COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE
91+00 91+50 92+00 92+50 93+00 93+50 4 NOT SHOWN ON THE PLANS.
3. VERTICAL DATUM BASED ON NGVD 29. FLOOD
PLAIN DATA BASED ON 2005 FEMA MAPS ON
50' 0 50' 100' N D DATE: NAVD 88 DATUM AND ADJUSTED TO NGVD 29
DATUM.
SCALE: 1"=50~ (Horiz.)

SEAL E: JUNE 2007 SCALE LE Nu~+BER
~~;c • o
'I ~I~ A III TV CCIA/C~ MCE PROJ. PROJ. 01 C16 708 36 •02' unQi7nKirni .
_ a % ~ _iall 1V1~1114lvl Ur)p TOWN OF WN N"'l• I DRAWING WMBER
S EAL OF CLAYTON ".^v , TV "UN LDESGNED IGNED GGG 1 "=50'
032293 200 MacKenan Court, Suite 200 EKED VERTICAL: C8
~9'••.~t~NG~N~~Q~~~Q`Z~ Cary, North Carolina 27511 J. MGR. 1"=5'
Phone: q~~T ••••~~,,,,r• c919>233-8091, Fax: [phone] SAM'S CREE •y ! EEK INTERCEPTOR STA. 91 +00 TO STA. 104+00 SCHEDULE 2 STATUS:
REV,NO. DESCRIPTIONS DATE AA0002667 E80006691 TU S: REMSION
RE\ASIQNS www.mckimcreed,com

CONTRACTOR SHALL DISTURB A CORRIpOR
NOT TO EXCEED 15 LF IN WIDTH (MAX.} IN
SAM'S CREEK ORDER TO INSTALL SEWER LINE AND
500 YEAR FLOOD PLAIN SHALL MAINTAIN THlS WIDTH FOR 50 LF
s EACH SIDE OF CREEK AS MEASURED FROM TOP OF CREEK BANK. DISTANCES MUST BE
G L MEASURED PERPENDICULAR. ~ 2 GRAVITY SEWE
EWE
N

tr S~ S CREEK_ ~
.
_ + + ~ f ~ + + +
+ + + ~ r
/ ' + + + + +
I \ ~ ~~ti.,,~ -.,,,mow ~ 'O„ /
f ? ? + ~ + + ~ ~ ~ ~ r ,r'f 'w, ` "ter. r..,,w J,.
r f / + + + t t ~ ~ t / t t f ~ ' f f + i+ j;~ t Z
a r" ..r'~ ~ ~ ~ ~ ~ r"•"`.+•. ..,_.„~y~~r.,~„~"""~._ ~„r-... ~~.,r Y~.+."~~ rte' y,r•'~ r' ~ T' T ,
,~~"r 8 s T T 1 f ~ T Ti'~~I- ~ T T 'ti , ;f + . + + F + + + + PERM': EASC"Ki~E~I~' ~ , Z I~'1
M~ ~ ~ ti ~ + + + +
r ~ ~`tir ~ ~ ~ t y1. ,j, + + + + + + + + + + + ~ ' j89184'e39 .-Vlt~ ! D
,~r^'~ , "r~... ~
I, ~ .ter, .~..-.r-.^' ~ ~ `~""""wu . A. ~ ~ '~r~ f / .,r"~ r / w
/ + /'r 4 J r-` \ - X00.3 ~ + / % _ - ~ i / , % ~ ~ v
I J,. may/ I 1~`~~ +
•
I / A ' i~ i~ ( ~ ' ~ ~ _rlYr + .rte"""` ~ °i ~ ~ ,r' ,r,~ ~ .f ~ ` - ~ Sri'"
= 1-`"~ - - + / I 10' TEMP. EASEMENT ~T~- ~IZ-=lX~~lflN;`QUfiL~€T~~~YP~- ,i + . ~ ~ ~ /
r ~ 1 ~~r f ~HEE~~D2 ~ ~ ~ ~ } + f 20 PERM. EASEMENT
~ I ~ t it
/ ~ ~ ~ \ ~ ~ AN -SE~p ~COLLAR (?YP) ~ + ( MH 40A i2 ~ _ ~ ~EE~ETA(~ SHEET 01 ~ ~ ~ #
! / f r f EXISTING CREEK STA. 715+62.57
~ IN SILT FENCE (TYP) NOW OR FORMERLY
` i r' SEE DETAIL SHEET D2 MIMS, ALLEN LESTER JR CONTRACTOR TO
1 DB. 1141 DP. 108 INSTALL CLASS 1 RIP
PID: 166905-18-2139 RAP (1$" DEEP) ON
SLOE SLOPES OF
CHANNEL ACROSS
WETLAND IMPACT FLAGGING IDENTIFICATION ENTIRE WIDTH OF DISTURBED AREA
COORDINATES (N.E) FLAG DESCRIPTION
N; 697486.3763 E: 2161781.9070 WF L1
N; fi97513.3739 E; 2~st ~s2.1554 uvF ~z MANHOLE TABLE E
N; 697542,8448 E: 2161792.9797 yyF' L3 M~ P~ S~ N; 697557.8965 E: 2161803.2039 WF L4 ORDINATES (N,E)
38A IRS N 69756 N; 697572.$346 Ec 2161799.8105 WF L5 697569,89 E 2162521,48
39A IRS N 6976 N:697608.4556 E: 2161806.0005 WF L6 40A IRS N 69755 N: 697619.9664 E: 2161805.2837 WF L7 * COORDINATES ARE GROUND COORDINATES LOCALIZED „STRI(:K"
697604.80 E 2162121,99
697558.96 E 2161724.28
?LIZED AROUND NCGS MONUMENT
* HORIZONTAL CONTROL SHALL BE BASED ON CONTROL
ENGINEER. ~N TROL POINTS PROVIDED BY
ZZs
W _ .~.J - zsz
226 - - - Q _ _ _-226- - -
- m - 1D - - - W ~ ~ - - - - - - - - - - - -boo - 230
224 ~ - 222 - 220 - - - - 218 _ - - °z M ~ ' ~ - --224 8--- _ . ~ - - - _ - - - N 4 it
cv-~ - - _ - - --°4-- - - co F. ~ 228
M - 1G-1 - - W o~0 - ~ Q ~ > . ~
- - ~ - - ~i-- - Z ~l~l F cp ~ 1- N I) ~ - - _ _ ~w ~ ~ - ~ 226
_ ~Y. - ~ ~ ~ v 224
--....----21$ - _ W
- --~S-T ~--~R lJI~1D.--_--- 216 - - ~ - - CALL NC ONECALL i - - ,rC-~_ _ ~ - - - ~ ~ Z j ~ ~r - ~ 2~- - - - - J LAIN__ - ~ - - - ~ - - - - _ --~t~- - - - - ~ - ;t1 6~- - - / -----~l~E SLOP _S OF .__.._y ~ ~ 222 - - CHAN El A ROSS -
- - -E E-Wf6 F- ~
BEFORE YOU DIG - - T- 2~4 _ _ 100- AR F OOD LAI S T 0 P _ _ t-800-632-4949 212- - - - ~ _ ~ ~ - T- ~ --i ~ - 220
-$t RBE R€ - - ~ - O-o - - - 216
- _-j- - - -
AVOID UTILIN DAMAGE _ / ~ . ~ ~ r.
- - - ~ - j - - - 215
21 U - - . 11/
- _ - 1 -YE R FLO D PL IN • , - - - - - 214
208 ~ - • ~ - - - - - - g- - - - - - - - - -306- ~t - - - pg-- - - -
- - - 212
20S ~ ~ - - - EEK -B~T~9 - - - -
- - 318. 2 -LF`_ NOTES:
204 - - - - - ~ - REE BA~i~hl - - - - - - - - - ~ ~ A~% 210 NOTE - -~-g e-p 208 1. CO - ~ _ _ - - AN - -X00.3 ~.F - - - 2os U TI
1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL
202 - - - - - 200 - - - - - 5 ~ - - - - - :D09: - - - - 401.01 LF 206- - - - - - AND LOCATION FOR ALL UNDERGROUND
UTILITIES PRIOR TO THE START OF
- S--PRIG- - - - - - - 00 4 - - - 6,.--~ V - - - - - CO - - - - - - 204 2. TH - - - - PL - - - - - - MA - - EI:Q1L SHEE. Q1_.~.-- 202 OW - - - OF CONSTRUCTION,
~ - - .~J~_. - - - ~.gs_ ~ . _ _ -}g _ r-- - - - 92-- 6--_ - - - - - --t90- 9-94 - - - - - - --~-g 3- - 2. THE UNDERGROUND UTILITIES INDICATED ON THE
PLANS HAVE BEEN TAKEN FROM INFORMATION
3g .74 LF MADE AVAILABLE FROM THE VARIOUS UTILITY
196 - OWNERS: THIS INFORMATION IS NOT INCLUSIVE
OF ALL EXISTING UNDERGROUND UTILITIES AND
194 - - - - - - 200 CA - - - - - AD - - - - - - - - 198 CA - - - - - - - TH - - - ~ 96 U N - - - _ co - - - - - AS CABLES. THE CONTRACTOR IS ADVISED THAT
0 ADDITIONAL UNDERGROUND UTILITIES AND
CABLES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE
192 - - - - 190 - - - 5 ~ t s$ ~ - - UNDERGROUND UTILITIES AND CABLES COULD
CONFLICT WITH THE FORCE MAIN CONSTRUCTION
- - - _ - 194 C0 - - - - AN - - - - - - ts2 7H - - - AD PR CA t+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 t 16+00 116+50 117+00 3. VE PLA AS SHOWN. THE OWNER WILL WORK WITH THE
CONTRACTOR TO REALIGN THE FORCE MAINS
AND APPURTENANCES TO MINIMIZE CONFLICTS.
SCALE: 1"=5' (Vert.} - - - ~ - - 104+00 104+50 105+00 105+50 106+00 106+50 1 50' 0 50' 100' THE OWNER WILL NOT CONSIDER REQUEST FOR ADDITIONAL COMPENSATION DUE TO THE
PRESENCE OF CONFLICTING UTILITIES AND
CABLES THAT ARE NOT' SHOWN ON THE PLANS.
107+00 107-t-50 108+00 108+50 109+00 109+50 110+00 110+50 111 +00 11 i+50 112+00
3. VERTICAL DATUM BASED ON NGVD 29. FLOOD
PLAIN DATA BASED Oro 2005 FEMA MAPS ON
SCALE: 1 "=50' (Horiz.} NA DA DATE: NAVD DATUM AND ADJUSTED TO NGVD 29 DATUM
-
SEAL q~
~ ~ JUNE 2007 SCALE M&C FILE NUMBER
w nis w ~.r.....,••.. MCF PRn.I PRO. 1 nvtr_.nnoo CLJ709)
I HORIZONTAL:
too NN DRAVWN NUMBER
~ SEAL 4;;*P PvIjrIIwr*.,UVI or Lai TOWN OF s 200 MacKenan Court, Suite 200 032293 OF CLAYTON UKAVI I Y StWLK DRAWN DESIGNED 3NED GGG Ito=SO'
Car North 9ti~ F fir. y, Carolina 27511 CHECKED ,KED OVERTICAL: C9
Z.g'~~••,~.~,Pei Phone: [phone], Fax: (919)2,33-8031 SAM'S CREE TRAY AA0002667 Eeooosss, =EK INTERCEPTOR STA. 104.00 TO STA. 117+ 00 PROJ. MGR. 1, MGR. 9 "=5'
SCHEDULE 2 STATES:
REV,NO. DESCRtP710NS DATE REMSIONS US: R EVISION
www.mckimcreed.com

MANHOLE TABLE
PNI~ COORDtNAT S ~~,F)
41 SRS N 697553.84 E 2161406.32
42A IRS N 697610.26 E 2161185.95
43 IRS N 697757.49 E 2160803.92 DELINEATED WETLAND BOUNDARY (TYP) SAM'S CREEK
44 IRS N 697950.14 E 216049.93 500 YEAR FLOOD PLAIN
* COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT ~~STRICK".
* HORIZONTAL CONTROL SHALL 6E BASED ON CONTROL POINTS PROVIDED 8Y
ENGINEER. , ~ ~ N
A ..--.i SAM'S CREEK
100 YEAR FLOOD PLAIN
- ? ~l ~ ~ JI-~,_ - i REINFORCED
~=-i ice' i ~ / STABILIZATION OUTSET
\ ~ ~w~ (TYP. OF T4'UO) 1 EX 12 WATER LINE
k k k k ~~k="hc ~ k ~ -1~ ~ / ~ b~~`~'~b~3 k + k k'~ ~k k k + } k k ~ k ~ k~i k x ~ k / k ~ k eoo~ k . ' `b'F s0~ eo~~ ~ k X ,
mot'-- gyp- _ - ---r-- k k x~ ~r } '~F~' ' ' ANTI-SEEP COLLAR (NP~ k + ~ - ~ - i
k k k k -r _ k , ~ ~I
i~ ~ . N7S'38'4"W } k k k
_ 09.42
k ~ k
k .r
/ • 4r 10
~ ANTI-SE ~ ~L~4Rr}(1FYp~ ~,X + I}
l!~ ~ STA. 118+ 8(Z~ 7-'_ - - _ - ~ ~ I I lI k
/ ~ 20' PER ~ J ~ ~ 10 AMP. EAS£ME PERM. EASEMENT _ ~ ~r - - , ~ l_ _ ~ ~ f _ _ _ ~ ~ / 1_ 1_ N 12 3 ~ ~ X k k ~k k k ~ v ~ ~ 1 4p s W PROPOSED BOREPIT ~ ~ ~ O
- ~ '02 5 L x 10E NOi'E 4g ~ ~ 4 ~ I
-r STA. 727+08.04 `l- J _ 12~.GRA`1~+ ~~'S ~ _ - NOW OR FORMERLY ~ ~'SE R ~ I,
ST`. ~ 125+17.51 y ,
v t ~CR-A1l~T~ ~EiNE ~ ~7 ~t / 'O~ / ICJ ,J • ~W
MIMS, ALLEN LESTER JR DB. 1 i 41 DP. 108 ~ ~ ~ 72 ~ ~ 5 72 W
PID: 166905-18-2139 EXISTING DITCH ~ ~ l / ~ ~ = t/1 WZ
~1 SILT FE~~CE~-( fiYP) I
WETLAND IMPACT FLAGGING IDENTIFICATION WETLAND IMPACT FLAGGING IDENTI SEE DETAIL SHEET D2 ' =W
~ENTIFICATION MH# 44 ~ ~ I , 11' (.)N
INATES (N,~ F~qC DESCRIPTION COORDINAT (N.~ FLAG N:697547.6727 E: 2161191.1211 WF 6001 N: 697614.7810 E. 2161116.5967 V N: 697558.7846 E: 2161186.7441 WF 6002 N; 597606.8147 E: 2161128.5565 N: 697563.3039 E: 2161177.6166 W~' 6003 20' PERM. EASEMENT STA. 729+20.47
FLAG DESrRIPTION MH DEPTH= 74 LF ~ ~ I 10' TEMP. EASEMENT
WF 6010 DIST. TO EOP= 34.66 LF ~
WF 6011
N:697599,3020 E: 2161137.8423 N: 697577.0254 E; 2161171.8835 WF 6004 N; 697587.2789 E; 2161141,1755 N; 69758fi.0275 E: 2161171.4336 WF 6005
WF 6012
WF 6013 B S WF 6014 ~M BORE AND JACK 60 LF 24 0
N; 697586.3910 E: 2161152.1552 W STEEL ENCASEMENT PIPE
N. 697594,0462 E: 2161164.2125 WF 6006 N: 697577.2549 Et 2161162,9085 W N: 697601.3230 E: 2161156.7625 WF 6007 (MIN, 0.250" WALL
WF 6015 T C WF 6016 THICKNESS) W/ 12" D.I.
N: 697564.6458 E: 2161166.5981 W N• RQ7Rf1R 7s27r1 r. n~ CARRIER PIPE FROM MH 44
c: c ioi i~u.wu4~ WF 6008 N: 697553.0442 E. 2161179.1041 I U M H 45A
N: 697616.6144 E: 2161126.6404 W WF 6009 N; 697548.7618 E; 2161186.0192 W Q - WF 6017 ~ TEMP. CONST WF 601g NOTE: TEMPORARY CONSTRJCTION ENTRANCES (SEE DETAIL SHE CONSTRUCTION ENTRANCE (TYP.)
244
CONSTRUCTED AT ALL POINTS USED 70 ACCESS TFiE PROJECT IL SHEET D2) SHALL BE EJECT SITE
242
- 2s2 ?2
240 - - - - _ - 238 - _ .__.2..42_ - - -
- 250 0
- ---240._ 24B__- - - - - - - - - - ~ 248
_ . - - m o 8
236 - - . a' aoa~--- --__.238._ 24~
•p~-N - W N-- - 246 Z N~ II 16
234 - - - - - n-env-.-' - ca o Z~ ~ n NF- 3&_ _4__ _ x ~
. Z~NN II - - - - a`--ir I~ N ~-p-- _ - - w _ e-- - 244 4
N - - - - J 1-1--
232 - - - -A~-- - ago a 230 - - - ~ W - CALL NC ONECALL - ` ~ - . ~ N~ Z - - 2a2 Z
I~ _ N ~ J F- Z Z
_ CITY ROAD 2ao _ - - - x r~ ~R-~-_ p Ro t
i - - - 9EFORE YOU DIG 228 , - - - S T ~ P ~ _ - - 238------ _ _
_ - ~O=Y AR__F OD_L NE f-- 238
_ - - - - - 00-Y AR ~F OOD L NE - f - - - r" W
1-800-632-4949 226 - - - AVOID UTILITY DAMAGE _ - - - - 236
_Q _ _ 2~ 234_-- - -
224 ~ ` ~ - _ 1 - ~ - 234
222 _ T. 224 _ _ ~ - F' _o-_ _ - - -22-4- 2: • - ~ ~ . - - - 1 w,4TE 232 ~ ~ - - - a N ES:
_ - 2
~ _ " ~ V - o - _ - ~ 3 ~ ~ z 1. C 3 ~ _ _ 23o M _ _ ~ ~ O - - CREEK SOTTO 228 1. CONTRACTOR TO VERIFY SIZE, DEPTH
10~ ~ - - _ - N - - MATERIAL AND LOCATION FOR ALL
218 ~ - - UNDERGROUND UTILITIES PRIOR TO THE START
N - - - OF CONSTRUCTION,
216 - EIS A A~~ _ - 5' 214 - ~ _ - - ~ ~ ~ - - Q1~ 2. THE UNDERGROUND UTILITIES INDICATED ON
_ ao " _ _ 22s TH ~ U THE PLANS HAVE BEEN TAKEN FROM
INFORMATION MADE AVAILABLE FROM THE
- - ~c.- - _ s - - - - - - ~ 224 VA - _ _ - N - _214_ 222 ~ ~ - _ ~0 VARIOUS UTILITY OWNERS. THIS INFORMATION IS
212 _ ~~-OZ-L _ NOT INCLUSIVE OF ALL EXISTING UNDERGROUND
~ 1.049 - 210 _ ~C ~ - p - 208 _ - - - - ~ R35 P _ ti N Dp---- 222 UT _ - - AD UTILITIES AND CABLES. THE CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND
- - U T -y-_-- 402.9 220 N 0 UTILITIES AND CABLES MAY EXIST WHICH ARE
@E AD NOT SHOWN ON THE PLANS. PLEASE BE
ADVISED THAT THE UNUERGROUND UTILITIES
24" STEE ENC SEME1 Y_ _ 2t8 AN - _ PIE MI 0.2 0 WA L MA 21b--- _ THIC NESS) W/ 6 LF 1 ~ WI - - H f 2ts TH ~ -2~ f~_ _ MI 214 co _ - - _ co ~ ~ co 202 ~o ~J - 3.1 EI ~1 - - ~ - z~2 NO 21a 3. VE +00 i25+50 12b+00 126+50 127+00 127+50 128+00 12$+50 129+Od 129+50 130+00 PE NA1 OA 4. TH REC AND CABLES COULD CONFLICT WITH THE FORCE
206 - - - 5' 204 MAIN CONSTRUCTION AS SHOWN, THE OWNER
WILL WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAINS AND APPURTENANCES TO
!'11V 1. /yf~ ` ~ MINIMIZE CONFLICTS. THE OWNER WILL NOT
CONSIDER REQUEST FOR ADDi fIONAL
SCALE: i"=5' (Vert.) 202 - 117+00 117+50 118+00 115+50 119+00 119+SQ ~ 2 COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE
120+d0 120+50 121 +d0 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 NOT SHOWN ON THE PLANS,
3. VERTICAL DATUM BASED ON NGVD 29. FLOOD
50' 0 50' 100' PLAIN DATA BASED ON 2005 FEMA MAPS ON
NAVD 88 DATUM AND ADJUSTED TO NGVD 29
SCALE: 1"=50' (Horiz.) DATUM
. 4. THE DIMENSIONS SHOWN FOR THE BORE AND
'~A~ SEAL CO NEE RECEIVING PITS ARE ESTIMATES, THE CONTRACTOR SHALL CONSTRUCT THE PITS AS
NEEDED.
~db DATE: JUNE 2007 SCALE M&C FILE NUMBER
cl<11\4 & M CUED 'RGJ. 0136-0029 CU710
= SEAL. ~ 12 GRAVITY. SEWER MCE PROJ. k N NJR HORIZONTAL: DRAWING NUMBER
10 C*)! 032293 to 200 MacKenan Court, Suite 200 TOWN OF DF CLAYTON DRAWN DESIGNED 1 54' NED GGG CAT
I REVISED PER EROSION CONTROL COMMENTS 4% Cary, North Carolina 27511 0 'title 10 Phone: [phone], Fax: [phone] SAM'S CREEK (ED DMH VERTICAL: clo
REV.NO. 03/06/2407 4RAA0002667 E80006691 :EK INTERCEPTOR STA. 117+00 TO STA. 130+00 PROJ.KMGR.
DESCRIPTIONS DATE R VI 0 MGR. BFg 1 01=5'
www.mckimcreed.com SCHEDULE 2
STATUS: ~S' REMSION

PROPOSED RECEIVING PIT PIT MAN MANHOLE TABLE
CONTRACTOR TO lu~~ PN ~ PNT ~ COORDINATES (N.E)
M~~ / \ 3EENOE4x16D + ~ INSTALL CLASS 1 45A IRS IRS N 697973.14 E 2160364.24
O + + . RIP RAP (18" SAM'S CREEK IRS N 698080.56 E 2160252,80
~ + New ~ IOW OR FORMERLY DEEP} ON SIDE 100-YEAR FLOOD LINE 46A IRS
TEMP. CONSTRUCTION ENTRANCE ~Q' HOCUT HOCUTT MEMORIAL SLOPES OF 47A IRS IRS N 698093.16 E 2160000.81
+ + BAPTI ~f + \ DB. 27 BAPTIST CHURCH CHANNEL ACROSS N EXISTING CREEK 47-1 IRS IRS N 697994,17 E 2159638.78
~B. 2787 PG. 365 ENTIRE WIDTH OF ~ 48A IRS IRS N 697968.83 E 2159255.34
+ ~ + ~ PIN# 1 V 1' \ } + + 'IN# 16690-07-1756 DISTURBED AREA 12" GRAVITY SEWER NOW OR FORMERLY
~ + ~ HOCUTT MEMORIAL * C04ROINATES ARE GROUND COOR BAPTIST CHURCH "STRICK". > COORDINATES LOCALIZED AROUND NCGS MONUMENT
+ +
+ + DB. 2787 PG. 365 * HORIZONTAL CONTROL SHALL BE LL BE BASED ON CONTROL POINTS PROVIDED BY
PIN# 165908-97-4673 ENGINEER.
~ REINFORCED STABILIZATION OUTLET (TYP~ ~r SAM'S' CREEK SEE DETAIL SHEET D2 \ r__ ~
\ ~ d~• + t - - - - ~ ~i _ ==`--=--1J
~ \ + + + f + ~ _ ~'Y ~
\ "may - ~ i` ~ ~ MH,# 49
o
MH# 45A 01N~OR FORM ~F~Y ~ + + + + ± f---+~~., + ± ~ + + .-r ~ ~ , -ram-`" ~,1--- + ,.t STA. 742+99.41
STA. 130+09.20 ~cu~~T MEMORI`R,L ~ + Z
MH DEPTH= 12.00 LF B7kRTIS1'~CHURCH
DIST TO EOP= 36.09 LF DB. 2~s~ PSG. 365 PIN# 166905107-2906 + +

+ t \ - I° s rte- - ~r-'~~ - - i
MN# 46A * fi
~ . STA. 137+640 NOW OR FORMEt~LY t_~„ DANIEL, JANET E ~ f - ~I~1~1.1d1- OR~.E-0R1otERLY- _ - - ' _ J ~
+ / if V V ~ I~ ' f ' ' ' ~ v yr :;.1u1 I M~; A L~.E N ~'L`E S TES. J&-' ~l _ J _ _ ~OCUTR E L ~ J - t PIN - - --~0'-P RM.~~A _ _ Y, i . 2787 PG~ . g" . ~ ~ 1Q_' TEI~`fv P. -~SEMEI~f ~ PIN#~59~0$- 80 ~1_ ` I, ~ W
~ ~ TFST ~CH.URCFi~.s ' ~ ..--0~ 0-
+ \ , ~ , ~ / DB. ~7 ~ PG. PI 0
DB. 1603 PG. 9 PIN# 166905-08-1275 + ~ \ ~ ~ / ~ t (PIQV 1 5908-~8-8050 / f ~ S E D TAIk~ SH~~T D2 , ~ 1
+ t ~ \ ~
SAM'S CREEK \ STA. 147+75.9 CONTRACTOR TO INSTALL CLASS 1 RIP
100-YEAR FLOOD 'LOOD PL r~ ` MH 471 RAP (18" DEEP) ON
1 # SIDE SLOPES OF
J" STA. 134+ 16.2 "GRAVITY SEWER 8" GRAVITY SEWER CHANNEL ACROSS
ENTIRE WIDTH OF
EXISTING STING CREEK ANTI-S EP COLLAR (TYP) SEE DE AIL SHEET D1 DISTURBED AREA
WETLAND I COORDINA N: 698122.8980 .ND IMPACT FLAGGING IDENTIFICATION
CONTRACTOR SHALL DISTURB A CORRIDOR ZRDINATES (N.E) FLAG DESCRIPTIONS
NOT TO EXCEED 15 LF IN WIDTH (MAX.) IN 2.8980 E; 2160086.3334 WF 01
ORDER TO INSTALL SEWER LINE ANO SHALL MAINTAIN THIS WIDTH FOR 50 LF
EACH SIDE OF CREEK AS MEASURED FROM N: 698092.9915 2.9915 Ec 2160118,7109 WF 02
TOP OF CREEK BANK. DISTANCES MUST BE N: ssso~3.s~o~ 3.8707 E: 2160112.3786 WF 43
MEASURED PERPENDICULAR. N: 598058.1233 6.1233 E: 2160123.3306 WF 04
NOTE: TEMPORAF2Y CON57RUC710N ENTRANCES (SEE DETAIL SHEET D2 USED TO ACCESS THE PROJECT SITE ET D2) SHALL BE CONSTRUCTED AT ALL POINTS N; 698056.9937 6.9937 E; 2160123.7582 YVF 05
N: 698025.3091 5.3091 E; 2760145.9157 WR 06
- - - - - w
2sa _ _ _ - - _ 256 - - - - 254 - Mtn ~ --N- 26$ - .v m ~ 268
~9' -
- - ---~8 - 6 ~NN II '~N - - - ^ II Z'~ N~ 266 266
- -
vw_ x+' _o-- 264 w~~ d. 264
252 - - _---35-2 ~b2---- _--n _ - - 4 ~ _ - - - N ~ ? ? a - 262 zz 262
4 ---N - -AEI N - - k3ND - ~
250 N - - - - - - a 100___R_ FL_ OD P_ AIN 25f3- o - ~ ~ 260 260
XISTIN GRO ND p ~p M ~-`L11- - ~ ~
248 ~ - - - co - X4-8 2~8-- W~ - ~ M - ~ ~ - + - 258 258
o ,ci ~ c~• - ~~!N II i
246 ~,,i j - - N - - - - - --246- ~5 I M - - - - - - 256 256
4 ~ _ - _ Ul~l B TSB- - N n ' ~ ~ - ~ -~i-F---.-_.___~ - ~ ' N
INST LL C ASS_ 1 + ~ ~c~n _a-_ " _ - ----3~- 3 ~c~n i o - - - - - - - - - - - - 254
244 - - CALL NC ONECALL ~ ~ Z N N RIP AP 18" / - - DEE) ON I D E - Q - - i 254
BEFORE YOU DIG 2¢2 - - - - - - -
N q z z f_ --X4-2- ~5-~-- - - - - - - 252 252
Nit eR - - / - - -
S T Q P 240 . ~ ~o 1-800-632-4949 ~ Q - -l-~-aF T - - - _ ___g4 z5a - - - ^ SI E SLO ES 0 248 1. 250 NQ.1E
AVpIQ 1/T1UTY DAMAGE _ _ - .lit ARF~- _ _ - 1. CONTRACTOR TO VERIFY SIZE, DEPTH,
238 - - _ ~ ~ zz i T CH NNEL ACRD S 248 MATERIAL AND LOCATION FOR ALL
_ ~ _ ~ ~ _ - - - - - - -•-23 ~F6-- UNDERGROUND UTILITIES PRIOR TO THE
238 _ ___.r - - - - - - - - - -fit fi~RB ~%4~~ 246 246 START OF CONSTRUCTION.
~ v~-, ~ d~
234 - ~ - - _ o v ..r - _ - ~ W - - 4- - - - - 244 2' 244 2. THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM
10' ~ _ - - o - - _ - - - _ - _ - ao INFORMATION MADE AVAILABLE FROM THE
ta a 232 'a' _ - - Z W~ 242 242 VARIOUS UTILITY OWNERS. THIS INFORMATION
Z + I J ____.x.3-2- 42- - - --M - d - - ~ V _ _ - - ---g M cfv IS NOT INCLUSIVE OF ALL EXISTING
230 ~ o Y 240 d 240 UNDERGROUND UTILITIES AND CABLES. THE
F ~ ~ . - - - 5~ Z28 - ~ - - ~~E--------- w o~ - --~q-. - g. ~ - - - - - _ - cA ~ ~ - - - - - - _ 238 - ~ - - 236 VG CONTRACTOR IS ADVISED THAT ADDITIONAL
~2"~ UNDERGROUND UTILITIES AND CABLES MAY 238 EXIST WHICH ARE NOT SHOWN ON THE
_ _52_~? - Z - ~1- - _ _ PLANS. PLEASE BE ADVISED THAT THE
228 ~ ~ ~ - - a M R35 VC - - - - - - - 226- X36--- 236 UNDERGROUND UTILITIES AND CABLES COULD
CONFLICT WITH THE FORCE MAIN
224 4.82 F ~ ~ - - 0 - - 222 - _ - - - - - - - - - - ~-_224 X34--- - - - 234 234 CONSTRUCTION AS SHOWN. THE OWNER WILL
3 4. - - - WORK WITH THE CONTRACTOR TO REALIGN THE FORCE MAINS AND APPURTENANCES TO
- ~ - - - ----~?-2- P 232 MINIMIZE CONFLICTS. THE OWNER WILL NOT
8 9 - - SE DETAI SHE D1 232 230 - - 228 CONSIDER REQUEST FOR ADDITIONAL
220 AN I-SEE COLL R ; P 230 COMPENSATION DUE TO THE PRESENCE OF
CONFLICTING UTILITIES AND CABLES THAT ARE
5' 218 _4__ - - SCALE: 1"=5' (Vert.) 2~g - - - -J ~ 21-8- ~8~-- NOT SHOWN ON THE PLANS. 228
- _ - - _ 3.
226 138+00 t38+50 139+00 139+50 140+00 140+50 141+00 141+50 147+00 142+50 143+00 4. 3. VERTICAL DATUM BASED ON NGVD 29. 226 FLOOD PLAIN DATA BASED ON 2005.FEMA
130+00 130+SQ 131+00 131+50 132+00 132+50 t50 133+00 133+50 134+00 134+50 135+OQ 135+50 136+00 136+50 137+00 137+50 138 SEAL SEAL .00 MAPS ON NAVD 88 DATUM AND ADJUSTED
TO NGVD 29 DATUM
50' 0 50' 100 4. THE DIMENSIONS SHOWN FOR THE BORE AND
RECEIVING PITS ARE ESTIMATES. THE
SCALE: 1 "=50' (Horiz.) CONTRACTOR SHALL CONSTRUCT THE PITS AS NEEDED.
.
DATE: I-E: JUNE 72007 Marc RLE NUMBER SCALE
P _ CU711 ROJ. # 0136 002 Z
v _ _ _ _ _ _ _ _ _ 8",12" GRAVITY SEWER DRAWN OJ. 4 WN N JR HORIZONTAL: DRAWING NUMBER
' qw4f s~y1 Z .L1%A1r1V \..ZWLL TOWN Of 1 Pso' >IGNED GGG/CAT
SEAL 200 MacKenan Court, Suite 200 OF CLAYTON LDESIGNED 1 EEK INTERCEPTOR STA. 130+00 TO STA. 143+00 SCHEDULE 2 STATES:
Cary, North Carolina 27511 :CKED DMH VERTICAL: cl 1
)J. MGR. BFB 1 "=5#
W"oW eTfi#-04 Phone: [phone], Fax: [phone] SAM'S CREEi
q; ~ RX N, AA0002667 eeooosss, JUS: RENSION
REV.NO. DESCRlPiIONS OATS REMSIONS www.mckimcreed.com

MANHOLE TABLE
MH ~ PNT ~ dINATES (,N.E~
49A IRS N 697902.27 E 2159151,30
49-1 IRS N 697944.04 E 2158835,21
50A IRS N 697812.92 E 2158676.46
50-1 SRS N 697974.23 E 2158500.48
51 A IRS N 697971.68 E 2158165.67 l
51-1 IRS N 698083.81 E 2157999.92 f/,. 1 Jj,
rr ~i,/r + N
i'f -t-r . r
* COORDINATES ARE GROUND COORDINATES LOCALIZED AROUND NCGS MONUMENT ~ ~ k k-
"STRICK". * HORIZONTAL CONTROL SHALL BE 6ASE0 ON CONTROL POINTS PROVIDED BY k i i k ~ I \,w
ENGINEER.
~ ~ + + ~ ~ + y _ t
+ / ~ / k / k
~ .
~ . ~ ti
! ~ \ ~ } \ ~,~r r~~-""..rte ~ '..r' yr' / •t,,~~
M'SREEK ~ ..rt-~''~ if 1 ~ ~1 ~ ~ ~ '
.rte- M! ~ J'.- ~ ~ ~ - \ i ~ "j / Imo,-..-'' ter' ~ f
+
/ -1. + r_. ~ k + ~ K INTERCEPTOR PROD T
NOW OR FORMERLY, ~ ~ 1, j, ~J 'r HOCUTT MEMORIALf' k t + +
-'i ~ / -k ! -h
BAPTIST CHURCH, ~ -j= ~ + f + 'l ~
DB. 2787 PG. 3~f5 ,:y ~ _ } PINS 16E905i,D7-~9~6 : - J + + + ~ k , ti ~l ter' ~
`x ~r .r-k . s 111... / 1 ~„r f~.^ 1 1 a ~ ~ ~ + 5 1 ter' / / ~ a - y y
- ~ - r- r,~.--~ .--r-- 3 ~ + 4. S S J „4, S J
-I' I ~ e' PROP.10SEa ROCK H MA C EC A r r- a + 0 r
Vw EXCAVATEQ S-T~RAGE - - } k
~r ~ bf' .~9rA--' ' i . -20~--PERi~ EA T y - _ _ r .y ~ rl V4 UM 3 F 'y' ~ ..rte-."'
~.r' r k ~ k + t k
~ fi ~•2 , W ' Sly S 44, ~ ~-9? 3t 8.s4 - / G
.,,ice ,r~'~ + _ ~ ,._.r.--
2-0
/ rye .n' ~ 4
~ ~
~~J ~j~ ~ ~ ' ~ % ~ - ~~SILT FENCE (TYP) .~r'r r' r~~"r ~r..+
QO ~ J~ _ SEE DETAIL SHEET D2 ~w r /r ter,.... y" ~ _,,,r,~_
ter..` ~
~ 20' PERM. EASEMENT fry ~ rr ~r~~ ^.r' • `~^'-mow
~ ' ~ 10' TEMP. EASEMENT r------- s,. f `r 4
~ ~ /r i v
,j' ' r
~ J
W
a
- ___x-72 X289--.
272 m o - o ~ ~ 280 !80
w
270 - - - - 268 - Z --370 3~8- - .N U _ -_---~c w W ~ 278 '78
X N ~ v? - - - a - - W o
- _ ~ - ir...~--- - + ~ -m o -368 376--.______ _ . u - - - ----oo ~ F- 276 p M~ ' !76
o, ~ t- r ~ w o'~~ - - - 'n _ - - - - ~ W
266 - 264 _ - fL ~W- - ~ ~ N --2b ~4---- - ^ N J A D I~ ~ N ~ ~ Z -w . N N p - 274 74
a Wj> •NN II XnjNN II ~ N - ham- - - II t- ~ W ~
~Q ~ ~ Z. - ~ --S6d ~~2- d 72
~ _ « . ~ .r rn a J F- F- ^ i - u~ R~v ~ _ ~ _ _ ~.t__ 27~
262 = W I-S~ -CR- Pd$----- - _ 260 - ~ ~ Z -~6 9-- - - - - ~ cn rr z z '70
- - jl -
f \ - - - i - - - - - - - 268 68
CALL NC ONECALL - - - BEFORE YOU DIG ZrJB / - S T 0 P _ _ _ 1-800-632- 4949 256 / -
- - ~ _ ~ X66-- - - - i - - - - - - - ~ ~ - - 266 '66
- - ~'S6 -~64- - - - - - 264 NOTES:
AVOID UTILITY DAMAGE 64
254 _ -~54 -~6 - - - - - - ~ 262 1, CONTRACTOR TO VERIFY- SIZE, DEPTH,
62 MATERIAL AND LOCATION FOR ALL UNDERGROUND UTILITIES PRIOR TO THE
252 - ._.2~? - - - - 260 START OF CONSTRUCTION.
.60
10' - - 250 - _ 258 24 THE UNDERGROUND UTILITIES INDICATED ON
58 THE PLANS HAVE BEEN TAKEN FROM
248 - - - - 34 56- - - - ----~'_.10 F ~ - - - 256 INFORMATION MADE AVAILABLE FROM THE
.56 VARIOUS UTILITY OWNERS. TH I S INFORMATION IS NOT INCLUSIVE OF ALL
- - - 4- - . EXISTING UNDERGROUND UTILITIES AND
5. 246 - 244 - - REEi~ "rTOty~-- - - - - - - - 254 54 CABLES. THE CONTRACTOR IS ADVISED
g - 24~ - - - - THAT ADDITIONAL UNDERGROUND UTILITIES
- - 252 52 AND CABLES MAY EXIST WHICH ARE NOT
- ---5.93 - - - - - - SHOWN ON THE PLANS. PLEASE BE ADVISED THAT THE UNDERGROUND UTILITIES
242 - - O - ~ i ~ ~ C - - - - - - -24`Z 250 50 AND CABLES COULD CONFLICT WITH THE
--P ~ - - - - FORCE MAIN CONSTRUCTION AS SHOWN.
240 - - - 248 48 THE OWNER WILL WORK WITH THE I
CONTRACTOR TO REALIGN THE FORCE
238 7 ~ - - ~ _ _ - - - - ?38 ' 46-- - - -..v_ _ _ 246 ,46 MAINS AND APPURTENANCES TO MINIMIZE
CONFLICTS. THE OWNER WILL NOT CONSIDE REQUEST FOR ADDITIONAL COMPENSATION
5~ 236 - SCALE: 1'~=5~ (Vert.) 234 - - - 232 ---~3 _ r,. - - - - - - - - 244 44 DUE TO THE PRESENCE OF CONFLICTING
UTILITIES AND CABLES THAT ARE NOT
_ - - 242 42 SHOWN ON THE PLANS,
240 DO 151 +50 t 52+00 152+50 153+00 153+50 154+00 154+50 155+00 155+50 156+00 40 3. VERTICAL DATUM BASED ON NGVD 29.
143+00 143+50 144+00 144+50 145+00 145+ 50 146 50' 0 50' 100' 146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+5U t51+00 FLOOD PLAIN DATA BASED ON 2005 FEMA
MAPS ON NAVD 88 DATUM AND ADJUSTED TO NGVD 29 DATUM
SCALE: 1 "=50' (Horiz.)

SEAL DATE: FE: JUNE 2007 SCALE M&C FILE NUMBER
PROD. 0136-0029 CU712--
.-•';o .•n~~~sd~•. ~ti ~~.1~/t~T~TI~/~ f ~T? Tl - _ _ _ 8" GRAVITY SEWER DRawN oJ. WN HORIZONTAL: N JR DRAWING NUMBER
~ OL Z"%lLV.LV I%ftOO,iWLlmO*If
SEAL TOWN o ~ 200 MacKenan Court, Suite 200 OF CLAYTON DESIGNED iiIGNED GGG CAT 1 1) =50'
0=3 a. Oft Cary, North Carolina 27511 CHECKED :CKEO DMH VERTICAL: C1.2
;g'P~ y~NGINE~,~•.~ Phone: [phone], Fox: [phone] SAM'S CREE '~.,'q• TRNV a,a0002667 Ee0006691 EEK INTER CEPTOR STA. 143+00 TO STA. 155+97± PROD. MGR. M. MGR. BF8 in =5p
REVAO, DESCRIPTIONS DATE SCHEDULE 2 STATUS: JU S: REMSION
REM20NS www.mckimcreed.com

COtyCREfE ENCASEIv~NT CANCRETE BNCASHNENT
A . -~1~ / Q nnr~. x i irr u+G ea.TS wi Sao ~ anic~+oas
D cPasmor~ as suovann ca ~c~uRm~
? o
. ~ o?o ~ ~ ~ STAt~Q ' ?0000 rz~ D O? O O? D STANDARD MAN-ply
' ?D?O? . RgJG AND COVER
Q ? O ? D ? D FRAME E COVER VARY
O?L~O?00 ~e+~ D O O?? O D IISE 318 ~JCN ANGdOR SEE MAN~OIE TABI~ t7NS S1fETl 60LTS TO BOLT FRAAAE
d D D O D? D ?oaoa J ? D ? O ? i~o~xr u~ a~c3'o a~.~ 8• awx F TO SPACER USE ROPE MASTIC SEAL BEfN1EEN
? Q D / SPACER ~ ~ p 4-BOLTS REQ'0 • 90 OE6R~..FS FRANC 8 SPACER. ~ d MANHOLE STEPS
SEE DETAIL 2'- '
STD MAtJ~lOLE p STO. MAN-104E ~ / • ~ O O RNG ASS COVER ~ . 2'-CY • . JOINTS 5~-All. 15. 4.C~
RL IV~G ~p CO ~ . ' ~ Q b~ ~ SEALS WITH A ,
'SANRARY SEWER' '""yam Q ECxENTRIC MAPl~IOLE STEPS G , pR~ c' TAPER 81TlMAASTIC MAlL~21AL
. ' wo~~ oEVU~r egos. n~u acR IJNt'f
2oa w as ~aovo~ eau~u., e. e. ' a~r~ .~owr
FRAME & COVER ~
FRAME & COVER 1~ ~ CEMG~V7 GROUT
RISF~ U~NT U~SID AND 4'-O` DIAL
DEWEY FA207HERS M~1-RCR-2001 Q' dA. OUTSfDE ~ i' <OR 5' aa>
L ~i:K `~co 5~ I V2`~12
~s~ c aooo P~ix~ Fru~o • BASE INUT SCOPE J
F~N~p i~P,S.I~~~~~ FUJISHEO -1 1/2" MNL r GRADE 6RA 1 ?/7' NpN, GRADE 1
1 BASE :r . •e ~ . gp,SE r Cam RNre AND COVE32 :.$.'M~ ~R~ v'.
C~~OU~R RANG AND LAVER ' ~,6 ~MN. ' ~ , COIJ2SE . . i_..I~I I Sm. MAreaoi.~ ~ J=. BRICK E MORTAR INVERT ~ •a. ~ ~
. , oo~A~ r L~ ac~~ ' . i~
~~~~E ~/~i~ / `f f ~COMPACTE~ • , i • ' % ' 8 E3EODPK3 STONE
r FILL j ' • 6" BEDDNG STONE (a57 WASF~EO STONE) ~ <r+57 WASI-ED STONE) '
Fj~AME NOTES MN~ REIN. SI-UaI.L 6E 0.12 SQ. N.
FRAME rio~~ wRN~su a-u2 x i era sTan~ss PER LF. IN EACH OIREC710N
man n~,acw•E sca~ws • 90 0~. AND OPE POI.YVMJ11 6ASI~T BETVU~N PRECAST WATERTIGHT MAN~IOLE PRECAST CONCf~ETE MANNQLE EXTENDED C4NCRET~ BASS - TY NOT TO SCALE _E WITH
COVE ANA FRAME SEAT. STANDARD PR LOCKABLE MANNOL.E FRAME ~ COVER
NOT TO SCALE TYPE I
STANDARD MANHOLE FRAME ~ COVER
NOT 7Q SCALE NOT TO SCALE
TOWN OF CLAYTON pATE~ OCTOBER 199A
TOWN OF CLAYTON DATES ocTO~~Q ~~a STANDARD DETAILS TOWN OF CLAYTON DATc= OCTOBER 1994 TOWN OF CLAYTON DATE DATES OCTOBER 1994
STANDARD DETAILS D(7AWING No. s~1 STANDARD DETAfLS STANDARD DETAILS
DRAWING No. S'2 naawin,~ rvo. S--3 naa~ DRAWING No. s-4
srar~oarza nwNUa~
FRAME $ COVER
euc
SCREEN TYPE 316 '.EN 316 i
b 3 S.S. I
VENT NOTE; 3" SCHEDULE 80 PVC
IT
+~~+o~e S7~. MANHOLE FINISHED GRADE NON-SHRINK FRAME dt OVER VARIES
5T6~S, 5~ DETAIL VENT OPENING TO BE 2~ ABOVE 100 YEAR FLOOD BE 2~ GROUT FLOOD
ELEV.
4'- ' ~ 3 oia 12"
1 D 3/4"
3" PVC WALL
SLEEVE
ci O
!4
ur PIASTER O O a
3" SCHEDULE 80 PVC FLAT TOP MANHOLE ~ ~ ~~8 O 9 ~
STD. MANHOLE
FRAME & COVER 338"
it
FlNISHED GRADE VAR1E5
NON-SHRINK
GROUT COPOLYMER POLYPROPYLENE PLASTIC 3" PVC WALL MA. INDUSTRIES MODEL PSI-PF OR
MPROVED EQt1AL. SLEEVE
STEP TO BE ANCHORED 3 ~"INTO WALL
~6
- ~`a. . PQLYPROPYL~NE PLASTIC ST NOT TO SCALE STEP
I~g+4 CONCIZE7E b` CONE TO r--- NE TOP MANHOLE
6' BEDDING S70hE - a4 a Yl' O.C.
(++57 WASHED S70NE) E.W.
STANDARD MANHOLE -`"_~r TY TYPICAL VENTED MANHOLE I
NOT TO SCALE i
6' - O" DEEP AND OVER N07 70 SCALE
V ~
TOWN OF CLAYTON DAT~~ oc,-~~ ~~a
STANDARD DETAILS . TOWN OF CLAYTON ~A~~~ DATE = OCTOBER 1994
pEZAw~NG No. S-6 STANDARD DETAILS
DRAWI ~ DATE: DRAWING No.,

SEAL g
A~~ Q JULY 2007 (~s C ALE M FILE NUMBER ^I AIE^4
MCE PROJ. N zoi. # 0136-0029 %moV u 1
Iq LKM& A /J I CI EED AMH HORIZONTAL: DRAWING NUMBER
SEAL TOWN of )F CLAYTON DRAWN DESIGNED ED GGG/CAT 1'?- 50?
s 03293 $ 200 MacKenan Court, Suite 200 ~9stiF p~• Cary, North Carolina 27511 CHECKED :D aMH VERTICAL:
'•y~!t r Phone: [phone], Fax; [phone] SAM'S CREEK AGR. gFg 1 5?
-..,q• TRPV ,,r AA0002667 E60006691 EK INTERCEPTOR GRAVITY SEWER DETAILS PROJ. MGR.
REV•NO• oescaIPnONs DAM STATUS: REVISION
EMSI S www.mckimcreed.com

w 1) THE SEED BED SHAL GRADE WITH LIME ANQ
1
SCHEDULES FOR RESEEDING DISTURBED AREAS ~
SHALL BE PROPERLY PREPARED AND TRUE TO LINE AND SHOULDERS. SIDE DITCHES, SLOPES (MAX. 3:1) }
IE ANQ FERTILIZER WORKED INTO THE SOIL 4" TO 6" ~
r. r r r r .r - r r r rr an. ,nn w ~ - r - DEEP, ALL WEEDS AN :DS AND OTHER UNACCEPTABLE GROWTH SHALL BE CUT DATE: TYPE: PLANTING RATES:
HAND PLAC~O - - - - u1~3 PLAf~O - - - - _ w r D~lSEL COMB C ~ - _ 0l1. OOM'AC - _ 9ACICRLL Tp 1 IPT. gACi~II.L '~0 I P`T, _ _ AND DISPOSED OF PR SMOOTHED TO PROVID LOOSENED TO A MINIM OF PROPERLY. UNEVEN AND ROUGH AREAS SHALL BE
AgOVS ToP pP - _ ABOVS LOP OP ~ _ rr rr - r11. M .7 .•I - 'ROVIDE A UNIFORM SURFACE. THE SOIL SHALL BE AUG 15 - NOV 1 TALL FESCUE 300 LBS./ACRE
~DO~ P - ~ BSODe~ - _ ~ r w ~ ~ BROKEN UP. THE TO ACCEPTABLE SEEDBED MINIMUM DEPTH OF 5" AND ALL CLODS SHALL BE -IE TOP 2" OR 3" OF SOIL SHALL BE WORKED INTO AN NOV 1 MAR 1 TALL FESCUE AND 300 LBS./ACRE
~ a STC~S GDM~IT AS - ~ STOPIE o SMR AS It~DlC,A't~, tTER ~ INOrCaT~, GRSATER ~ EOBED BY THE U5E OF APPROVED METHODS. ON CUi' ABRUZZI RYE 25 L65./ACRE
Ric sx ~a~a etr - - MAN,FACt1.RF.R ; , ~ : MA1Jl~ACTI~t SLOPES GREATER THE R THE 2: 1, THE ENGINEER MAY PERMIT THE DEPTH OF MAR 1 - APR 15 TALL FESCUE 300 LBS./ACRE
Sib STQNS ~IAPED 8'f01~ TO PROVIO~E BARING TD PRdVCk BARING PREPARATION TO BE ~ ~ SHALL BE SCARIFIED, ~~TM ~ / PROVIDE PLACES IN W m~v~Rr sE+ar~o ~ BE REDUCED, BUT IN ALL CASES THE SLOPE SURFACE
V2 PiPE OD, V2 PIPE O,D, ALONG ~ffIIZS LBVGIW ALONG EM'I~ l,C~J6TN OF PF'S BARREL. 74" + O.q, M4X, OR PIPS BARD. Z4" + 4.D. MAX, IFIED, GROOVED, TRENCHED, OR PUNCTURED SO AS TO
O7 + OD. MNf + OD, i~AM ~ IN WHICH THE SEEDING MATERIALS CAN LODGE. APR 15 -JUN 3Q HULLED COMMON 25 LBS./ACRE BERMUDAGRASS
SANITARY SEWER SANITARY SEWER f , 0 -e DEPTI~ 8 DEPTH TO HALF PIPE ~T~ 2) LIME AND FERTILIZER 1UZER SHALL BE DISTRIBUTED UNIFORMLY OVER THE
PIPE LAYING PIPE LAYING ~ PREPARED SEEDBED A RAKED, OR OTHERWISE BED AT THE SPECIFIED RATES AND THEN HARROWED, JUL 1 - AUG 15 TALL FESCUE AND 120 LBS./ACRE
CONDITION A CO DITiON N H ERWISE THOROUGHLY WORKED OR MIXED INTO SEEDBED. ***BROWNTOP MILLET 35 LBS./ACRE
SEED SHALL BE DISTRI DISTRIBUTED UNIFORMLY OVER THE PREPARED SEEDBED ***OR SORGHUM I
AT THE SPECIFIED RA / OR OTHERWISE WORKE SOIL. IMMEDIATELY A SEEDBED SHALL BE C 3) WITHIN 24 HOURS AF AREA5 SHALL BE MU HAND OR BY APPROV AN ACCEPTABLE APPLI .D RATE AND IMMEDIATELY HARROWED, DRAGGED, RAKED, -SUDAN HYBRIDS 30 LBS./ACRE JUORKED 50 AS TO COVER THE SEED WITH A LAYER OF
ELY AFTER SEED HAS BEEN PROPERLY COVERED, THE SLOPES (3:1 TO 2:1) `
BE COMPACTED BY MEANS APPROVED BY THE ENGINEER. J I
- r - r. .r. w ~ - - - - - w r r wr w rv rr RS AFTER THE COMPLETION OF SEEDING, ALL MAR 1 - JUN 1 SERICEA LESPEDEZA SO LBS./ACRE } (SCARIFIED) AND ~
- i~IAND PLACED - I~4C1~t.l. TO ! RTC - - ~ r " - I~ACK>Wl.l T PT, ~ - 01 3E MULCHED. MULCH SHALL BE SPREAD UNIFORMLY BY (p~AR 1 - APR 15) ACS TALL FESCUE 120 LBS./ACRE J 'PROVED MECHANICAL SPREADERS WHICH WILL PROVIDE
A90rVL' TOP OP P~ r..» r. ABpV~ TOP O>~ PPS - - - - - - r - APPLICATION. AN ACCEPTABLE APPLICATION WILL BE (MAR 1 -JUN 30) OR ADD WEEPING
i r • 1 - w w w PIP;` l~OD2D PFD - PLAN THAT WHICH WILL AL~ CIRCULATE BUT ALSO L ALLOW SOME SUNLIGHT TO PENETRATE AND A(R TO LOVEGRASS 10 LBS./ACRE J
IN - I . _ ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION, `
i ii U2 PEE QD, ~ ~ ~ ~ V2 PIPS O.Q ANO CONSERVE SOIL 4) MULCH SHALL SE HE TYPICAL MANN4LE INVERT OF ASPHALT EMULSION SOIL MOISTURE. J (MAR 1 -JUN 30) OR AdD HULLED
SIIBC~ADS 5NAF~? 2ADS TO PR0IAOE tAIG TO ~OHIt~ d~Ai?NG BE HELD IN PLACE BY APPLYWG A SUFFICIENT AMOUNT COMMON
ALONG BVTIRE LSNGTN 24' + OD. MAX, ALONG LBJOTN 2a` + OD. MAX, CF PIPE 6ARRE3. tf7 + OA. MIN OF P~ BA!?RBI. q? + QD. MIW ULSION OR OTHER APPROVED BINDING MATERIAL. THE BERMUDAGRASS 25 LBS./ACRE
SANITARY SEWER NOT TO SCALE RATE AND METHOD OF 0~ OF APPLICATION SHALL MEET THE APPROVAL OF THE
FORCE FAIN DUCTILE IRON ONLY ENGINEER, WHEN THE THE MULCH, IT SHALL THE BINDING MATERIAL IS NOT APPLIED DIRECTLY WITH JUN 1 - SEP 1 ***TALL FESCUE AND 120 LBS./ACRE
PIPE LAYING PIPE LAYING CONDITION C CONDITION C APPLICATION. DURING SHALL BE APPLIED IMMEDIATELY FOLLOWING THE MULCH ***BROWNTOP MILLET 35 LBS./ACRE 1URING THE APPLICATION OF THE BINDING MATERIAL, OR SORGHUM -
~oac~ MAr~ s+~AU. wavy ADEQUATE PRECAUTIO TRAFFIC, STRUCTURES, AUTIONS SHALL BE TAKEN TO PREVENT DAMAGE TO SUDAN HYBRIDS 30 LBS./ACRE \
M1~'~N,1M ORS 3' COve?, SEE PIPE MATERIAL TURES, TRAFFIC CONTROL DEVICES, AND OTHER 1
SCHEDULE FOR PIPE APPURTENANCES. WH SHALL REPAIR IT, INCL CONTRACTOR SHALL T ENTERING DRAINAGE S BLOCKAGES WHICH MA TOWN OF CLAYTON o,n-r~~ ocTOa~ i~a WHEN ANY DAMAGE DOES OCCUR, THE CONTRACTOR SEP 1 -MAR 1 SERICEA LESPEDZA 1
THICKNE5S CLASSES BY DEPTH AND DIAMETER f, INCLUDING ANY NECESSARY CLEANING. THE (UNHULLED - I
I TALL TAKE PRECAUTIONS TO PREVENT MULCH FROM UNSCARIFIED) 70 LBS./ACRE AGE STRUCTURES AND SHALL PROMPTLY REMOVE ANY AND TALL FESCUE 120 LBS. ACRE
NOT TO SCALE ~H MAY OCCUR.
{NOV 1 -MAR 1) Q ABRUZZI RYE 25 L6S./ACRE
REVISIONS
OCT 199 DATE I
STANDARD DETAILS Q
DRAW N . LNG o DRAwwG No. 5-11

.-s i•
NOTES: :r;
. EX'tENO OVER INVERT 1, PIPE TO M TO MANHOLE CONNECTION DESIGN CONFORMS
. EXI5i'ING SEWER MAIN TO ASTM 2. FLEX 800 STEEL INT 3. FLEX 800 C-923 SP 4. ALL VOIDS ~STM C-478.
4.. < GROUT C BOOT CONNECTED TO MH. WITH STAINLESS
N 'r :L INTERNAL EXPANSION RING. C BOOT CONNECTORS CONFORM TO ASTM
,I ~ r/ . 23 SPEC.
~ ~ ~ ~ ~ ~ r. ,elf j a VOIDS TO BE GROUT PACKED
err.' , . , , r •
r ~ J
~ / t i / 1~ ~ ,f ~ A SECTION T RIGHT ANGLE TO QgStING MAIN ,r f BOOT NOT TO SCAL PIPE MATERIAL SCHEDULE )T CONNECTION DETAIL
r' Ifs ' ~ I ,/1 i i , ! I{ I i, } SCALE FASTEN BRIDLE RODS TO S.S. BRIDLE RODS SHALL BE WE FITTING FLANGE USING %4" PIPE. WELD AREAS SHALL BE PAINT TURNED EYE BELTS. BITUMINOUS BASE PAINT. BE WELDED TO THE ENCASEMENT PAINTED WITH 2 COATS OF
I 4'-d' FOR 8'' id 12" hUiNS
{ S'y-d' FOR Is' Ta 30" MAINS fi'-d' FOR 35' TO 64" MANS NEOPRENE OR
NYLON SPACERS ENCLOSE ENDS WITH
f ; I. FLOW SHAD. 8E MAINTAINED ' BRICK MASONRY & GROUT
OURINO CONSTRUCTION. GROUT ~ .,1: w r +
THIS DETAIL TO 8E USED 6 6 I~ WNEN A S' 4R LARGER ~ . ' LATER NECESSITATES ~ }
{ CONSTRUCTION OF A NEW f~ANI1Ol~ I I I I 4 .
I I ~ I I 3. SEE STANDARD DETAIL S-3, FOR I I SAw-CUT T'0 SPRINGI,?NE ~ ~
PRECAST I~dANS•IOLES, ~ • y • I , . 4. 1HE CONTRACTOR SHALL PR01110EA MINIMUtNI ~ ? ~
COMPI~GTED X67 STONE SASE. DEPTH DIAMETER THICK 6'-8' 8"-12" >12~ 8"-12~~ C9 ALL DEPTHS 16"-20" C9 DEPTH IS MEASURED FROM EXISTING GRADE TO PROPOSED INVERT. CHANGES IN THICKNESS C~ASSIFICATI MANHOLES ONLY. IF MULTIPLE THICKNESS CLASSIFICATIONS ARE REQUIRED BETWEEN MANHOLES USING T THEN C900 DR25 PVC PIPE SHALL BE USED FOR THE ENTIRE LENGTH OF AFFECTED PIPE BETWEEN THICKNESS CLASS r
EXISI]NG SEWER MlUN SECTION ALONG CENTERLINE OF D~i511N0 MAIN =I '
PLAN
~r i~ NOTES: NEOPRENE OR
SDR35 1. NEOPRENE OR NYLON SPACERS SHALL BE USED IN LIEU QF TIMBER SKIDS. 2. TWO SPACERS PER JOINT SHALL BE USED FOR D.I.P. CARRIER NYLON SPACERS
PIPE AND THREE SPACERS PER JOINT SHALL BE USED FOR PVC CARRIER p O ~
PIPE. ,~`b
3. ENCASED BORES ALONG GRAVITY COLLECTION SYSTEMS SHALL NOT
C900 DR25 REQUIRE BRIDLE RODS. 4. 2 EA. 3/4 ~ S.S. BRIDLE RODS SHALL BE REQUIRED ON ALL LINES 8"~ ANC CARRIER PIPE `
SMALLER. 4 EA, %a~~ S.S. BRIDLE RODS SHALL BE REQUIRED ON ALL LINES
t O~~~AND LARGER. 120'
NOT TO SCAI,~ 5. DI CARRIER PIPE LARGER THAN 8" SHALL BE INSTALLED USING 'FIELD
I = C905 DR25 LOK' GASKETS OR APPROVED EQUAL. TEEL
SECTION ENCASEMENT PIPE
OCT0~3~R 1994 DATE
IFICATIONS SHALL OCCUR AT STANDARD BC3RE ENCASEM SING THE ABOVE SCHEDULE,
DRAWING No. EMENT
~WEEN EACH MANHOLE. NOT TO SCALE

SEAL
DATE: JULY 2007 SCALE FC LE NUMBER
a`~~oQ:~ ~~'~'s~1~r~~i:'•_ ~v~ 1? /~'~T/Tl? L~ ~ l~T7 TTT MCE PROJ. # ~o 0136-0029 502
AMH t`iVKI/-UN I AL: DRAWING NUMBER
Q~-° 1\11VI ~IXn ~1J DESIGNED ED GGG/CAT 1 »=50'
= SEAL TOWN CAF F DRAWN CHECKED =D DMH VERTICAL: D2
C1 i p3M3 ~ 200 MacKenan Court, Suite 200 Cary, North Carolina 27511 MGR. BFB Ip=5'
~'•y~~ ~•h:~~N~.,~~~.` Phone: [phone], Fax: [phone] SAM'S CREEK I~o~~• T RP?~~~.•`~ Aa0002667 E60006691 EK INTERCEPTOR GRAVITY SEWER AND PROJ MGR.
1 REVISED PER EROSION CONTROL REVIEW COMMENTS 3/06/2007 EKUSION CONTROL DETAILS STATUS:
REV.NO. DESCRIPTIONS OATS REVISION
REV1§10US www.mckimcreed.com

4~ MAX. A PLACE PAST D AT LOW POINTS ROLL OUT NETTING IN THE
DIRECTION OF WATER
GENERAL EROSION CONTROL GONSTRUGTION SEQUENCE 1. EACH RIP RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6 INCH LAYER OF STABILIZATION STONE OR ANON-BIODEGRADABLE FILTER F ELEVATION FLOW. DO NOT STRETCH.
1, OBTAIN EROSION CONTROL PERMIT. FABRIC. PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW THE
2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT PLACEMENT OF THI5 LAYER. KEEP VOIDS TO A MINIMUM AND FORM
FENCING, SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. A DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE
ALL SEDIMENT CONTROL MEASURES MUST BE INSTALLED BEFORE ANY LAND UNDERLYING BASE OF FILTER WHEN PLACING STONE. COST OF THE
DISTURBING ACTIVITY MAY BEGIN, INCLUDING ANY BLASTING THAT MAY BE STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE PLACING OF RIP-RAP, I If-LINE OF P05T II BEYON0
REQUIRED. 3. CALL FOR ONSITE INSPECTION BY ENVIRONMENTAL INSPECTOR AND 2. MAXIMUM STONE SIZE WHEN USING 8 INCH D50 WILL BE 12 INCHES SUPPORT WIRE
OBTAIN CERTIFICATION 4F COMPLIANCE. AND THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE A ~ FILTER FABRIC 'MIN
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ALL 18 INCHES. SCOPE POST 18"
ROADS AFFECTED 8Y CONSTRUCTION ACTIVITY SHALL BE SWEPT DAILY, 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 COMPACTED DEEP MIN. CLASS A STONE $OII. 14"
ROUGH GRADE SITE. 5. INSTALL STORM SEWER (IF SHOWN) ANO PROTECT INLETS WITH SILT HORIZONTAL TO 1,0 VERTICAL. FINISHED GRADE OF THE RIP-RAP
FENCING, SEDIMENT TRAPS OR 07HER APPROVED MEASURES AS SHOWN ON IS TO BLEND WITH THE SURROUNDING AREA. 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
THE PLAN. BEGIN CONSTRUCTION. (ESPECIALLY AFi"ER SEVERE STORMS) AND WEED BRUSH GROWTH. ~ MIN.
6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH 4' MAX. ~
VEGETATION, PAVING, DITCH LININGS, ETC. 7, WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED A~
COMPLETELY, CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. • ~ STAPLE EACH STRIP PLAN sECnoN a - a EDGES AND GOWN TH ADJACENT STRIPS 3" STRIP EVERY 3' AROUND THE ?WN THE CENTER. OVERLAP
8, IF SITE IS APPROVED, REMOVE TEA~PORARY DIVERSIONS, SILT PS 3" AND STAPLE.
FENCINGS, SEQIMENT BASINS ETC., AND SEED 4t1T OR PAVE ANY RESULTING BARE AREAS, ALL REMAINING PERMANENT EROSION CONTROL
DEVICES (SUCH AS VELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW. REI REINFORCEQ STABILIZATION CUTLET QETAIL \
9, WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE T NOT TO SCALE ~i~~
INSPECTION BY ENVIRONMENTAL INSPECTOR. Q 6° GRAVEL FILTER MIN
OR FILTER CLOTH
1.5 T /~~'~~~/T~%~\/~/~j/~ ANCHOR NETTING OR MATTIiVG IN A ~~~y~ 6° TRENCH AT UPPER END OF J A
CHANNEL. COMPACT SDIL FIRMLY 1 AND STAPLE EVERY 1~ JUST BELOW r 18" OVERLAP
.pW JOIN ENDS OF STRIPS BY
THE DIAMETER OF THE LARGEST STONE SHALL NOT EXi.EED 1.5 ANCHOR SLOT. OVERLAPPING 18" AND STAPLING
TIMES THE SIZE OF THE RIP-RAP. (12" FOR 8" D50) EVERY 7' THROUGH BOTH LAYERS. ANCHOR UPPER END OF EACH
MINIMUM THICKNESS- (T) SHOULD BE 1.5 TIMES THE MAXIMUM STRIP IN 6" TRENCH.
STONE DIAMETER, BUT IN NO CASE LESS THAN 6'~,
TO BE IN 0.5' -1 0 BE INSTALLED AT MAXIMUM 150' INTERVALS FOR IPE CONSTRUCTED WITHIN WETLAND AREAS. TEM PV f~/"?RY
TOP EI.EVAT10N OF STORMWATER - - - - - - - - - - - - - - - - - - - - - - - - 0. R1P-RAP PLACEMENT DETAIL P'PE CRY LINERS.
#57 WASHED ~ MAX. ~ NOT TO SC TRENCH 12" MIN. INTO VIRGW f0 SCALE
STONE D X D NOT TO SCALE
DESIGN OF SPILLWAYS ~ WIDTH MATERIAL (TYP~
EXISTING SLOPE
DRAINAGE AREA WEIR LENGTH ~ 1 • % % A A k
(ACRES) (FT) CLASS 1 RIP-RAP FILT 1 4.0 VARIES FILTER FABRIC = PERFORATED PLASTIC FENCE DETAIL SEINER PIPE w MIN.
2 6.0
3 8.0 (DIA, VARIES)
4 10, 0 5 12.0 BENTONITE - TO BE M + ~ Y ` 4" STONE
~ DIMENSIONS SHOWN ARE MINIMUM .SIDE VIEW ADDED AS FOLLOWS: " BEDDING {TYP)
~ ~ SANDY SOILS 6% BY WEIGHT
NOTE; • M r ~ • • a
EXISTING SLOPES HEIGHT & WIDTH DET EXISTING TOPOGRAPHY TH DETERMINED BY _ _ I Pvror cnNO~r, ur~~m~ 3%TBYSWE GHT • • • a
SEDIMENT STORAGE R KEY RIP RAP INTO TH VARIES 1GRAPHY AND / SILTY CLAYS RAGE REQUIRED. ~ r 0% BY WEIGHT
12'~ MIN. INTO VIRGIN
FOR STABILIZATION, INTO THE DAM 8' s' S7EEL T POST TION, ~ ARIABLE AS DIRECTED BY TFIE ENGWEER (FACTORY PAINTED) MATERIAL (TYP)
ORANGE, W RESISTANT, TYP
POCLY BARRCA~DE FCC (TYPICAL) SEWER PIPE onsnNC n~Hr (DIA. VARIES) BENTONITE - TO BE
12-t/2 GA. ~~~T Of CANOPY, ORIPUNE ; " ADDED AS FOLLOWS
6"-1' L L L L L L L L L L L L L OSi~ES MIN. 10 GA. _ ' ' ' SANDY SOILS
LINE WIRES L L L L L L L L S~ BY WEIGHT
I'° ~ WEIR l~ 0 0. ' b -r KEYED RIP RAP L L L L L D0 ~ L ORANGE, UV RESISTANT, SILTY SOILS
~i Qa Qo o pQp L L _L L L _L L L L L RICH -TENSILE STRENGTH, GRADE POLY BARRICADE FABRIC (TYPICAL) • ' • ' ' • 3~ BY 1NEIGHT SILTY CLAYS
WARNMG SIGH 0~ BY WEIGHT
#57 WASHED STONE 4" STONE
w - PLAN VIEW OF PROTECTIVE FENCING BEDDING {TYP)
FRONT VIEW'``'- NOTES: AROUND SINGLE TREE- EXPAND AS NECESSARY i
1. ALl PLANTS TO HE SAVED SHALL BE ~ BENTONITE- PROTECTED BY FENCING AS SHOWN IN JITE
exrsr,NC s~oaE - - IN THIS OETAIL. 12" MIN. INTO VIRGIN
STEP SEQUENCE 2. CONTRACTOR SHALL INSTALL FENCING MATERIAL (TYP)
u PRIOR TO BEGINNING ANY CONSTRUCTION NOTE: OR GRADwG aCtiw'rY. 1 - CONTRCATOR MAY S 3. CONTRACTOR SHALL CALL FOR INSPECTION LIEU OF THE BENTONITE AND APPROVAL OF PROTECTIVE FENCING
c MAY SUBSTITUTE ABS PLASTIC TRENCH BAFFLES IN
~ CHECK DAM N ONITE ANTI-SEEP COLLAR SHOWN ABQVE.
N E NOT TO SCALE PRIOR TO BEGINNING ANY CONSTRUCTION 2 -BENTONITE COLLAR OR GRADING. AT EDGES OF COLLAR )LLAR TO BE CpNTINUOUS. STONE BEDDING TO STOP
_AR
4, PROTECTIVE FENCING SHALL BE LOCATED AT OR
a OUTSIDE SHRUBS OR 0 HER PL NTS,MINIMUM ANTI-SEEP P T N PLANT PROTECTIr/E FEiVCING :P PROTECTION DETAIL
8 ~ TYPE "A" ~ ~ 3 ~
o VARIABLE AS DIRECTED BY 7HE ENGINEER NOT TO SCALE ~ \ ~
rn
CLASS 1 RIP RAP{SEE SECTION THRU BASIN BELOW ~ / ~
a 0 00 MIN. 12-1/2 GA. 0
INTERMEDIATE ~ MIN. 10 GA. WIRES 1`~
LINE WIRES NOT TO SCALE \ A RT CL . CLASS 1 RIP RAP HEADWALL
Pi SI FE E F RIC ~ IN TAL TO ECO D ,oloe (
a t~
GRADE
#5 WASHED ST / Me"r sro?~ce aR~? ~ -IED STONE. 1' THICK X 3' HIGH MIN.
h 7
N LL W ~
OC X / 1 I I 1
E
FF30NT VIEW N
O ~ ~ PERSPECTIVE VIEW
n STEEL POST
S WOVEN WIRE FABRIC AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT
SILT FENCE GEOTEXTILE FABRIC (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL )WALL
~ NOTE: ~ ~
~ -USE SILT FENCE ONLY WHEN DRAINAGE AREA ° ° FRL SLOPE DOES NOT EXCEED 1/4 ACRE AND NEVER IN M ;D ~ • FOR REPAIR OF SILT _ 1~t ~ NATUR 3~ GROUN F~~W 1.5 - FLOW----- NATURAL
ARE0.S OF CONCENTRATED FLOW z . 4t FENCE FAILURES, USE GROUND
a -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. ~ Nn. 57 WASHED STONE. FOR ANCHOR WHEN SILT
M • ~ ' GRADE FENC£ IS PROTECTING CATCH BPSIN. T ~ ~ - ~ CLASS 1 RIP-RAP FILTER FABRIC NOT DIMENSIONS ARE X57 WASHED STONE 6AS MINIMUM ACCEPTABLE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) PRO
a ~ ` 6" MIN. COVER NOTE; NOTE: GRAVEL & RIP RAP FILTER BERM
~ OVER SKIRT <V BASIN DETAIL IS DESIGNED TO
m ANCHOR SKIRT AS UNLESS QTHERWISE THA NOTED. PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS.
ri DIRECTED BY ENGINEER • D
SECTION THRU BASiN FILTER AND CULVERT PIPE IPE
sioE viEUv J
T
Q1 ARC FILTER BAS I N
TEMPORARY SILT FENCE NOT TO SCALE
NOT TO SCALE
M O N
~ U SEAL AL
N O O DATE: aTE: JULY 2007 FHORCIZ ALE Mac FINUMBER
u ~E PROJ. # 0136-0029 C?AWN AMH ON TAL: DRAwx,,c NuMeea
N P _,s~~o?~.o~~'sso~_•~.y'•-. _V~ f~CSRFFT~ TOWN ~ ~ F CLAYTON MCE PROD DRAWN
0 -Y ~ Am i d86 M ' J6 V ~i \iJi=/L DESIGNED :SIGNED CAT NA
O I S032EALM i~ ~ 200 MacKenan Court, Suite 200 SAM'S CREE~
O s~ ps~S~ Cary, North Carolina 27511 SEEK INTERCEPTOR EROSION CONTROL DETAILS CHECKED 4ECKED DMH VERTICAL: D3
N O O ti.NG~N6~N• Phone: [phone], Fax: (919)2,33-8031 IPROJ. MGF z4J, MGR. BF8 NA
REVISED PER EROSION CONTROL REVIEW COMAIENiS 3/06/2007 ~/~TRA''~ AA0002667 E80006691
~ REV.NO. DESCRIPTIONS DATE STATUS: "ATUS: REHSaN
MZIONS--- www.mckimcreed.com
u LZ