20060613 Ver 2_Site Plan_20090112

ENGINEERING DEPARTMENT
January 7, 2009
DWQ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Attn: Lia Gillesk,
.l?al
Re: NC DWQ 401 Water Quality Certification ixN 20039
Windsor Oaks Water and Sewer Extension Project
Vif-TO dDS AND STOFNMIVVATE, 5W NCH
Dear Ms. Gilleski,
Please find five sets of plans for the 401/PCN Water Quality Certification Application
submittal for the Windsor Oaks Water and Sewer Extension Project enclosed, 3 full-
sized plans, and 2 half-sized plans. Also enclosed is a CD with TIF files of the
individual sheets.
The following issues that we discussed at our earlier meeting were revised as
requested:
1. Included a spreadsheet showing the breakdown of the wetland impacts.
2. The cover sheet has been signed by Tim Bailey.
3. The separation between the creek invert and the sewer mains at the crossings
has been labeled.
4. Stream Crossing #1 on Sheet 4 of the plans has been clearly labeled.
If you have any questions, or need any other information concerning this application,
please do not hesitate to contact me directly at 919-469-4335 or by email at
jarrod.buchanan(aD-townofcary.org.
Sincerely,
Jarrod A. Buchanan, P.E.
Project Manager
Enclosures
RAEngineeringDept\PROJECTS (Capital)\Sewer\SW5006 - Windsor Oaks - Jarrod\Permits\DWQ 401 Permit\401 Cover Letter-2.doc
TOWN Of CARY
316 North Academy Street -Cary, NC 27513-PO Box 8005-Cary, NC 27512-8005
te1919-469-4030 - fax [phone]- www.townofcary.org
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3-14 SEWER PLAN AND PROFILE
x<pn s l ~i tip` c~~ ` - <a.r vna NORTH S `R- CA 15-23 WATER PLAN AND PROFILE
r `i l < (XF y1~tD 4 Po<M1el!iY W N 'JY SsJ7j vn L('y, 1 GP~~ R~~Ib
«aor,e. 24-28 DETAIL SHEETS
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REVISIONS THE OFFICE ENGINEER TOWN OF s~ a°°aaa°aa a°a°°pOp ~9 q~ ° ~B 0 o°°OO~S` °CARO °OOO°°
DATE DESCRIPTION DESIGNED TOWN F CARY 0°~°ooFESSjotiti9 DIRECTOR ENGINEERING
SEAL SEAL
DRAWN BY: H. GALLIHER ENGINEERING DEPARTMENT o B2552 p Q o 0 ?8431 0
LETTING DATEE 316 N. ACADEMY STREET
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FILENAMEN m CARY, NORTH CAROLINA 7513 I SIGNATURE A v~ SEAL SIGNAT E DATE SEAL

NOW OR 4R FORMERLY
WINDSOR OAKS A8MEONNERS ASSOC ~~:~`II 1 7 _ o INC PO BOX 1944 CARY NO 27512-1944 PIN:_ - -
076103141042
DEED BOOK: 04888 DEED PAGE: 244 i LLI
A oFt2~r~ UOW OR FORMERLY PNUSE LEQIy' & MAVaA 1ffWSOME
.~o~ oho R 10705 Y BEXHILL / I
t Y ©aN, cARr PL NC 23511-1151 514
os DEED BOOK: PA i LLI
F .D iE 4422,27G~2
I~~ I FFE42110 2 Now OR FORMERLY \ O~AR1'„GREGDRY JNnS & JULIE LYNCH, JUE LYNCH. t Q~
c1P m a m - r 10704 BEXHILL D \ ! \ N NO 21571 i Dm
aZro r r: I I. R V y.1 Or OAR Djo70oi £734S PIN- 49 AV I \ ,o~'pS i I _ EEO BOOK: 10054 /
41 It PAGE 1226 s NED I $
~.FFE 424.5-
ABA NDO DRAIN FI
ELD
It PROVIDE ROCK fit( I o v m ° GHEdk A "SIC .-I NOh OR FORMERLY
70700 BE I 1 1,/ 1"1 e FEIG, MARILYN C 10700 BEXHILL DR
ARY, l,PIN NO CAR1 NC 27511-1514
PIN 0767 DEED BOC v PIN 076103148345 V DEED BOOK: 10899,
DEED ~A EX~~ -O PAI 71- ;DEAD PAGE: 0347
66 ~ ,,4 7 ~S: FFE 427.49
4 i % i +y 11. 0
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0
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6 C JK axz z DAL ON SIDE OFI DAM PROP MH F3 .3+00 B . h PROP. A1H F2 DO
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Now OR FORM LFZO,'10 LINO F NOW OR FORMERLY LAZO, IOU1LiNG F & ROGEUA 0
ha701 ol B & ExHiu _ ~ _ ~ ~ ~ J- ~ p Sfcm 0.~~ 'H ~ / ~L ~ mlRY NO 2167 -10701 BEXHILL OR °dy -.GARY NO 27511-1511,_';
9 3 00 A< , 1 V i'~.' PIN: 07610314 'FAFFA Z 1 DEED BOOK: < PIN: 076103148285/, DEED BOOK: 06146"'/
I 'E {q10 c~ i~ DEED PAGE C _,1 A `j0 DEED PAGE: 599
~V Vtl y 1. A~
/ NOW OR FORMERLY
_ 'y ~~7~1c" FF 5 SMITH ELEANORL 10705 BEXHILL DR
NOW OR FORMERLY CARYNO 27511-1511 PIN.
PRICE, THOMAS 0 k HELENS 1 l GEED BOOK: V t C; V' a Wmm i A OOK: 148145 1 1 VY b V 10847 i 70809 BEXHILL DR _ V DEED PAGE: 15581 ~n.2 q 11 I
CARY NO 27511-1513 'y o I c i NOW OR FORMERLY oaF Ag PIN: 076103733747 v 1
DEED BOON. 06004 SIEA, DAMIAN G. OEBRAA mq DEED PAGE 530 10805 BEXHILL DR o 'nO y' A\ i i
CARY NO 27511-1513 PIN: 076103134843 v DEED BOOK:06226
DEED °AGE:0316 NOTE: Z
oo~~om.t 4~
i o THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
2 ~V A~ P ID a Z 111... '0 ~ ~ ~~•~A~o ON NAD 83. ALL ELEVATIONS BASED ON NAV 88. . LL,
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1408
PROJ.# SW-5006
I I DESIGN BY: JAB
DRAWN BY:HVG
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m Got a m ai n o NI a DATE: 12/11/08
ri C4 C4 C4 V) 't N N' tV Ob N: M Nal N N SCALE HOR:1"=40'
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I ' SHEET NO.
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NOW OR FORMERLY - BASHAW, STANLEY E & LAURA-A A - "-'--NOW " 10824 W BRIDG'ORD OR I RIDGWiDGWA@ FORMERLY
CAftY-NG'27511-1518 i I';'AlSAN S rI ~ I"
Y " `"PIN: 076109053290 10820 W BRIDGFORD DR - DEED BOOK 8050 CARY NO 27511-1518- LLI
NOW B PACE, h04a5 ,I PIN: 076109055107 OR PoR6IERA DEED BOOK- 08540 THOMAS, W JOHN BR BROS & DIANE A DR NE P:" ~DEED PAGE: 2707 NOW OR FORMERLY N NOW OR FORMERLY
778828 W ; MICHALAK, CHRISTOPHER J & MICHELLE NOW OR FORMERLY NOW OR FORMERLY ti /CART NO 27511-1578 NOW OR FORMERLY DICKERSON. GAYLE H TRAHERN, JAMES H & KATHY M PIN. 076109052195 ~ 70816 W Bft70GFOR0 OR 70808 W BRIOGFt1R0 DR 10804 W BRIDGFORD DR BOYEP„ WILLIAM L & JAN G ~A I ' 10800 W BRIDGFORD DR ~01
i HATES, BARBARA M CARY NO 27511-1518 CARY NO 27511-1518 N' CARY NO 27511-!518 I P I PIN 076109150142 i B®
DEED BOOK: 05911 CARY NC 27511-1518 10812 W 8 OR DEED , PIN: 076109056103 CART ARY N NPAGE: 0332424, DEED BOOK: 07234 CC 27511-1518 PM: 076109058122 j PIN: 076109059122 DEED BOOK: 04379 1 I I - DEED PAGE 112 i 11 0
ri 1 \ PIN: 076109057111 DEED BOOK: 10462 DEED BOOK: 04720 DEED PAGE: 0340 DEED BOOK: 08960 DEED PAGE. 1276 DEED PAGE: 921- .
DEED PAGE: 2209 a t~i, k 5
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L 11-AL EY, WILLIAM M & BARBARA J ~..1 A ARY N BRIDGFORD DR 10833 A' 0 11~ g a'
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IN: 07610905207!,, P 038531 i' - DEED PAGE 788
J 6 s=., PROVIDE ROCK CHECK DAN
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CAR,' NO 276! !d519 FFE 42767 i PIN 0'6103043933 a x
DEED BOOK 04922 ? Ee PAGE 027 / O y
\ i \ - ' NOW OR FORMERLY DA4S5Ch S'tEP4EN 808c`RT & SUSAN B
.0825 W BRIDGFORD, DR 1 V A A y'i GARY' NC 27571 IS1,. ' _v o c - ' 'o
PIN BOOK:: 05793' N0 R NOW . OR FORMERLY _
R• _ - _ _a.-- ` 4. ~ O p004: 68.3 ~ SNRACE BRIAN ~ L & SUSAN d - - _ FFE-424.55 FFE 423.22 FFE 42154 10 - J FEE 421.54 m
i 10821 VY' o OCORD D4 27511-1519, NOW OF, GORMERIY FFE 426.19 CARY NO .r ° - .
PIN 076103045836' " STOLLDORF DAN,EVAN S: CHERYL L NOW OR FORMERLY NOW OR FORMER _ _ ,OED $00& 098Q7_DEED 10817 W BRIDGFORD DR KR'AUS, WILLIAM P & RUTH M NOW OR FORMERLY - VOLPE. ROBERT J'& NOW OR FORMERLY VOLPE. °ROBERT J V& JOAN E
l --PAGE,- OpRO CARY 0 KA4T, MORSE F & BRENDA C NO 27511-151_ i 10813 W R 080Y N IDGF,ORD pR 10809 W BRIDGEORD/DR 3ftNGFCPo PIN; 076'03046855 CARY NC-'27$11-75713 CAR Y 27511- l N. eRIU-D 0 II DARD ^AR
T - DEED"d00O-05 CARY NO 27571-1819 046' 'PIN: 076103047865 PIN 0761030498 DEED PAGE Dot DEED BOOK: 04020 PIN: 0767Q30<8675 - DEED BOOK 056 PIN: Y ARY NO 51030419815119 aOoK o5F3z DETAIL~
FFE 426.55 / OFED PAGE: any DEED-BOOK 03743 DEED PAGE 91 ,FFE 425.75 oo ~or - ~eR EOK: 05F32 K DAM DEEO 04tp O6) 1~
- A I- DAD PAGE: 306
STREAM S i CONTRACTQRSHALl LIMIT DISTURBANCE
BETWEEN CHANNEL BANKS TO A
zOA c - MAXIMUM <a7DTH OF 20
\ \ BUF ;l
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NOW OR FORMER MNDSOR OAKS HOMEOWNE r. NOW OR FORMERLY 1sit ' o0R OAKS OMEOW'vER `ASSOC INC / 'YO71~a~ 1~ I
PO Box 1944 CARY NO 27572- PO SOX 1144 J! 0q~/ r-~UT(,`N CARY NO 27512-1944 ' 0 Lim
i PIN: 0761030481 DEED BOOK: X035 PIN: 048381 aF q~~- _ MANS BRANCH 1 1 ~1~, r GEED BOOK: ,03597 . Q y
DEED PAGE:' 02 DEED PAGE: 037` ~PROPOSED SILT FENCE STANDARD Q CHE OUTLET SEE DETAIL 8 B1 (SIFF pAll
ON SHEET 27 04000.06 V,I o C) W6
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U THIS PROJECTS SURVEY WAS COMI IRVEY WAS COMPLETED BY THE TOWN OF CARY ,RTMENT. ALL HORIZONTAL COORDINATES BASED
c v W. BRIDGFORD U ENGINEERING DEPARTMENT. ALL Ht 0 8 ON NAD 83. ALL ELEVATIONS BAST IEVATIONS BASED ON NAV 88. PROFILE
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169 LF :p::_::: - _ i__..._ _.....__(0.
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' 293 0 2.0 8 P OMDE C0 CERETE
PVC ASEMEN IN
v, A CORDANC WITH S ~U ff D AIL NO. 157000.14
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DESIGN BY: JAB
I I 406 DRAWN BY: HVG
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µ .r a r ~t a a ~ CW C4 o a. ~ a w ~ ~ a: al a ~ t v; v a a Ni N N N w 0 DATE: 12/11/08 v3 C4 C6 SCALE VER: 1' 4'
SHEET NO.
I 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3 I I 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00

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WTI N M d Iq~ ml aD O cD~ W O a ro N~ r M OI N O~ N N n C4 Go co n o, .a o: m' o n r~ n of 0,f PROJ.# SW-5006
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DATE: 12 11 08
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 00 7+50 8+00 8+50 9+00 9+50 70+00 70+50 SCALE HOR: 1 "=40'
SCALE VER: 1"=4'
SHEET NO.
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LEE ANNIS ( o a r Q-Y: oil 9501 KINGSFORD DR T If I p.~ Nwo~no
CARY NO 27517-1527 S i m m r, r ~yy LLI >0
ado mry~m '?II PIN" 076109153244 w DEED BOOK. 05102 wC ^nlnn '~I } 9~wnro. ui j 0J ~ S o m } o
DEED PAGE: 0562 rcacmno i aWaNOZa^ O O I ~j I I "s O EN' 0, U' r 4n p .h d W R~. LLJ 4i pal, - z.
~ (7 CO 4Q ~ i ZO l' m NIA 11 I I I r p-~Up I4 00
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N6TE:
FJ~ Jm 'z Q THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
I U Iw m J 0. Z ['L % a z ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
F I ? z Q a ~~'o ON NAD 83. ALL ELEVATIONS BASED ON NAV 88. r x11 ~fz
cay~ n^wo
I w NOW OR FORMERLY oJpnm [~lv 2 J tI v WRIGHi DAVIDJ&PATRICIAL
9500 KINGSFORD DR c7o ~o< Ii a 0 Um I CARYNO 275111500 o23zooo m~I~ ill ~~1'y a I co r-
z,I I f+i a - PIN; 075109150223 i U- t DEED BOOK. 08389 zpmioa ~zw o ~~QO ail A Lw z_j
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SCALE: 1°= 40' HORIZ LIJ cc 12 v
1"= 4' VERT.
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i 032652 z o0 ~¢a
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418 _.-....._4@ 9 -IIL - SIGNATURE
REVISIONS
j
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PROJ.# SW-5006
DESIGN BY: JAB
i DRAWN BY:HVG
DATE: 12/11/08
I SCALE HOR:1"=40'
m! w rl N u l n~ c m -II SCALE VER: 1"=4'
n m. ui a c aI
SHEET NO.
13
0+00 0+50 1+00 1+50

C EXISTING 6" PVC WATER LINE W
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a
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a e~w THE CONTRACTOR SHALL PROVIDE o CO
oa~° STANDARD PIPE INLET PROTECTIONy J, 2
(SEE DETAIL 04000.12) ~dbJ
77 SHALL VERIFY THE r ma ata + O P4p5. C' k let THE CONTRACTOR /
LOCATION AND DEPTH OF THE EXISTING Q °~o WATER MAIN. COORDINATE aoN 10 y~ 16
LOWERING/ADJUSTING OF THE WATER MAIN
WITH AQUA NORTH CAROLINA INC TO (N S " E i / FACILITATE INSTALLATION OF SEWER % P ^°0~0~ 7
1- o`er '
r
- o
MN 14
5+00 NOTE.
4+00
THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY U) Z ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
z N6
W LL, Z
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PROFILE LLI
SCALE: 1"= 40' HORIZ W
1"= 4' VERT.
0
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SIGNATURE
REVISIONS
408 - - -
I PROJ.,# SW-5006
DESIGN BY: JAB
DRAWN BY:HVG
N L O O pj C6 col O DATE: 12/11/08
i ~ SCALE HOR:1"=40'
SCALE VER: 1"=4'
0+00 0+50 1+00 1+50
SHEET NO.
14
-

_ rz mnH / ~r :fill i
r r ti.,~ -~00
oZwnm oymcGo< ,K III II( is'i 1 _ ~ FO 'Y~O ~5 h
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if NI NOW OR FORMERLY 1 J m -"14th'-0R FORMERLY
LEE ANNI51 ,~O ~II It ~m1 EDM(JNDS, A CHAEL-~.: JANICE W ~nNaxl.ia 9609 KINGSFORD DR
o~ 9501 KINGSFORD D4F ~omm~o zl GARY NO 27511-1529 d ~6.r~i ml PIN: 076109153244 ~MW • N d' f gwC ti O zwjZ zo Qw CARY VC 27511-1554 om3 o'm PIN 076103144516
~ C h O1 G~ h @^ u 4 DEED BOOK. 05102 c o n DEED BOOK 03554 h - O O} V - ~s
f wI DEED PAGE 0562 3¢m~no ` !-2 I Ir if Ww~ yar L i PROPOSED 8-INCH DIP TO BE rarch~ m~ ~I 0 orm Q a'^z moa° ~O~ I= " BORED PND JACKED w~"O_oo ow - DEEDPAGE: 416.37376'
c o ow I r 3 om~ A' FOLLOWING INSTALLA110N ~I NTH 40 OF 16-INCH STEEL o wzoma ~ ~ 1` ~ ~ oo>ZWL ~
3sm> m° z3n~a'om F WATER MAIN, CASING PIPE (SEE DETAIL m ~r
i o j~ v ' i • f CONTRACTOR SHALL C 05000.02) oa EXISTING o o Z w a
REPLA PAVEMENT (SEE DETAIL '(wr O r w w INSTALL PROPOSED NEW WATER ' ~s C'
05000.01) MAIN 3' FROM EXIST. EDGE Of Vyy
PROPOSED FIRE m v ©I CEIVER PIT 5X5' i HYDRANT ASSEMBLY f ~l No PAVEMENT. (TYP.) _ r i
I WWI / 2 r a r
11' - s STRaNED~TEE P o
J; I If 1
4Y ~ PROPOSED JPR I d C- c 6 -
\ r \ y > / YALVEOSED= 8° GATE I;I I i o II _ VALVE 5 GATE ' - 1 - ,
~I
a - = ~PROViWE ROCK CHECK DAM-I-- W
MAGNOLIA Roan 1 DIZ
WOODS IS - RE PIT LOCATION DR. ~D OTfiD G PRIX'ASEO S ~$~O A _ G,. PROPOSED FIRE ti - SEM H
w RIN D TER G~ ~ I 1 _ G
j i KIN SFOR13 DR PROPOSED FIRE _ a~ I° ° i - j k
HYDRANT ASSEMBLY E^6 74 E {SYfFG'[4" AY ,
THE CONTRACTOR - I -a S
STD~12-PROVIDE INCH BY w R .Fzisnmc_3" PVC FORD
8-INCH / MACHANICAL E r 1e" RCP _ o r 0 b~ {
JOINT TAPPING jJI GPQ
SLEEVE ASSEMBLY EXISTING SEWER FLOW METER MA I r NTH AN 8-INCH n
GATE VALVE AS e I
SPECIFIED. 1 ( WALL 1111 W ,"n - .v C - f _ _ NflV4-OR FORMERLY
I I 1 ~ 1- I I 1 1 Q ~ II III Ej m ~s ~ ~ 1 P THARP, MARMN 0 & PATRICIA F DR 96cfiS0 9008 G0330 NOW6OR FORMERLY CARY NO 27511-1507
OOLlAZO, MOTOR JR& PEAtEL.OPE ANNE PIN PIN f 076103141379
i 6. ' CARY VICTOON 27- 9612 KINGSFORD w 1 J o 9603 FORD DR DEED BOOK: 03807 ' 511-1507 DEED PAGE: 425
A -Do 1 4 0Y9L.LPOL9LO :NId PIN 076103141550 f F w LDSL LLSLZ ON 03V0 DEED BOOK: 05752
,.~=I Z wouw, ..I r F 1 r z w S> ?rill II~w aT N Ir Q II I P I _ IIU a0 QIOdS9NIN 4096 DEED PAGE: 737 CtR S N327VN 'Si as A73P80d0 MOM o
ibo..i W I x3 '+F II 1"' I I ih \VA a
v NOW OR FORMERLY o onm w t II~ ~tt1 I I'~ ~4 1 ,A WRIGHT, DAVID J& PATRICIAlL - W<¢NOSw wl ~ p 1
9500 MNGSFORD DR - o_monma I~~I~~I Q iI(NI a 11 CARY NO 27511-1500 - 3320 $ m . p Seel + 2y I ly\ Ir
PIN' 076109150223 0 ,o> W ~z ~I u4.,L DEED HOOH 09389 ~mmoQao° I a I
DEED PAGE 1567 bao
m I f r t0 III(I s~G ? ~ ~ ~ - THIS PROjECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY {u
Itt ~ _ I~ i~ ~ ~ ~ d01 i I ~ .~l I~A• ~ ~y ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED ®I
1 ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
~sr
Q z
~I I V-
EXIST. 12 WA I I I v 432
Lu L6
432 - - _ - -II PROFI~HORiz. O I= U) 14 0
40' A Ot04 TE VAL - SCALE: d T.
PROP) FIRE H NT 1 = 4 VERT.
STA. 0+46 _ KINGSFORD DRIVE
I I -
i
PROVI 16° S
EN CA ENT PIPE PER 424
DETAIL 15000.02 PROP. FIRE HYDRANT
424 - - - - j
4' NIMU~ (UNLESS NOTED OTHER% ) kOP'8'GATE VALVE
STA 4h~ L I
RESTRA ED JOIN' PIPE ST A. 0+00 TO STA. 1498
PR . 8°XS° R TRAINED
l
EXIST. 6 GAS LINE, < ~p PROP. FIRE HYDRANT
IST. 6 WATER LINE ^ EXIST NG GRAD EXIST NG GRADE.STA. +60 L? ®~°°cw°a moo
416
416
SEAL
PROP 8° DIP WATER MAJN 032552 r z o
PRIX'. 'GATE VALVE v GINt
STA. 28 MIN. 1 " _ -
. PROP. 'X8° EXI L 4' PVC ATERLNE PROVIDE PLOWABLE FILL
BETWEEN ROPOSEDI
PRO . 8° LINE RESTRAI ED TEE TA. 4+33 I I I VU U SEWER WATER MAINS ? SIGMA RE
4 EXIST. 4 RCP
PROP. 8' SEWER UNE 406 REVISION S
PROVIDE A IN. OF 55 FEET 0 COVER OVER WA MAIN 111 THIS A (STA. 00 TO A. 5+00, 1 RE AINED JOINT PIPE 408 - 1 - - - -
STA. 6-06 TO A. 6+82 PROP. I ROP. 8" SEWER LINE
(STA.6+ 0 TO ST 8+00) I 1
PROVIDE MIN. OF 3 FT OF OVER IN THIS AR (STA.6+ 0 TO < (J
4
U^ I I
PROJ.# SW-5000
DESIGN BY: JAB
i I DRAWN BY:HVG
of nl a n ro m! of n n' a, 0 0 o aj C rsl ual w' of -t coI aI Gol II col rJ N' en c al aol DATE: 12 11 08 C4 C4 pi wi C-1
1qm l o' ml al N mi m n gol o I m of I O) l O Oi', 01i t0 06 n W N IM' 1M, N N N' NI 6+ ~i m V\I t` n, I~ n I~ d K61 M lV C! W ri rl ao aoI w; w; a,l N cd N al al al cf. C. SCALE HOR:1"=40'
al a a. a C11 a~ a a v~ al v; a a a a a a ~I 'a~ :r, a~ SCALE VER: 1"=4'
11+00 11+5 SHEET
+so 6+00 6+50 s+oo s+so 10+00 10+50 N0. 15
0+00 0+50 1+~00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50

PO BOX 4888 1
2~G OJysS6SSg CARYPOC802755119-< JpSx , PIN: 07610314858 CARP NO 2751869 1 , \r PIN: 076103148581
QC , DEED BOOK: 04411 1 I IL DEED PAGE: 862 DEED BOOK: 04410 BOOK: 04410 GEED PAGE: 862
' _Q, MLIJAM PARKE JR & PHYLLIS H DW NOW 554 I I ry ~ 'N
JACKED N 13 KM /GSF ROR DP CCA J 9621 KING C961 KINGS F 11OR DR 96
WING 27511-1554 NOW OR-FORMERLY PIN:- 076103145258 I CA PIN 076103144445 IAUNiCN, GARY L & CATHY S DEED BOOK 10574 I NOW OR FORMERLY F ua
DEED BOOK: 06493 9617 KINGSFORD DR DEED PAGE M I ' ~ CAR NC-275T1 1054 sr~{j DEED PT C 0456 0274 J / Y ' \ OEl BOO 075103145307 MAGIII WILLIAM R & MARY V ~ mow'
0 97 OE D BOOK! 0 05269 6 9705 KINGSFDP,D DR A r0 U d ffc 47,5-66 _DEED P48c PIN: N 076103143034 U N
26 _5 DEED BOOK 03762
amo 21
Y tr W a I S ,0 A DEED PAGE 716 go ti G LI F ' t~~3 / EXISTING Wi EXISTING WATER
r o~ k pti ! MAIN INSTA °I OTHERS MAIN INSTALLED BYi OTHERS LLI >0 IN
NOW OR., FORMERLY - 27, 6' F o N . {I' ~L EADARANSFpN B&'(AMMIE J
qqq i
I~ CA 0RY7 KNONG2~R17D 1D5S1" _ it Pfm 078163710173 o g
- D . DEED BOOK A DEED~'FAOE: 0401 "o WStl
A~ 1;vvvb ~ ®X P~51 yy,~ \ \
INSTALL PROPOSED NEW 8" a ~
o A~ DIP WATER MAIN 3 FT; FROM EDGE OF PAVEMENT ;C~I _
} PROPOSED R m j T1P. HYDRANT AS ( SEMBLY Llj
I= LLI ca
GO f c ~4 a
/'r
' PROP. 8 GATE o r q R ate - C . ( so G wN
12
~--VALVE ~ ~ 1 pv L
8" _ a - - A DIP W TER MAIN
- r SFO PROP'S' 71 RD DR, i t - -s
1 I
_ ' T.24=RCf? -r t
PROP. a MATIF ,q _ ~ - 6(7011 Ar T - VALVE I v X W U6~ co
i Z vw N
r , h EI371H0 V z ~s ~i z oXN PRESSURE
NOW DR FORMERLY ' ' ~ ! ~ ~ ~ i SYS'UX SMITH EDDIE A ~ y-
I K I 9616 emGSFDRD 6 / r" X8-X8° CARY NC 27511-1-507 NOW OR ORMER Y PROPOSED 8X8
01N 07,6100142290 ' ,1 f 'CROSSJONES PAUL E & LINDA S RESTRAINED . - - OEED BOOK: 08488 9624 KINGff44D OR
DEED=PAGE_ 2064 CARY NC 27511-1507 PIN 076103142280 PROVIDE ROCK CHECK - - V6 s
DEED BOOK: G8501 DAM ON EAgi SIDE OF DEED PAGE, 0785+ . CULVERT
W Jib - v~ w
o w
NOW OR raRn+Ew_ _ BAJa.RD, DEANNA M & ADAM P HUNT ~'I II I ? 5
RESTPHAL, S _ WILLIAM ffi DONNA A CRAWFORD, IARI NOW OR FORMERLY CRAWFORD, LARRY & ANNETTE
C PINSN5767027511-1507 1? / ~ ; I~ F~ a I 1 A W FORMERLY M NOW D 0W OR F 9704 ORD OR 113 LONGB DEED BOG'C 089.. I CARY NO 7511 1538 CARY NC 2 113 LONGBRIDGE DR ` CARY NO 27511-9083
DEED PAGE- 1211 PIN: 076103136823 PIN: 0761( NO'N.OR FORMERLY DEED BOOK 0511 GEED 8001 N I ~ r PIN: 076103137726 DEED BOOK: 10656
O~ HARPER THEODORE R - - DEED ?AGE. 213: DEED PAC 9700 KiNCSf0.R0 DR DEED PAGE: 7554
EARY NO 27513-1538 I _ IN: SOOK: 076103135940 NOTE:
28 , v 22 ~ DEEdBOOK: 09026 DEED PAGE: 6047 THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
_ ENGINEERING DEPARTMENT; ALL HORIZONTAL COORDINATES BASED mi
if, _ - ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
w
Q
EXIST. 15' RCP. 'I. CC) IL z F-
432 KINGSFORD DRIVE: w
EXISTING B" GAS 1. LINE EXISTING 8" GAS O LU L6 V LINE
d
EXIST 12" DIP WA ER MAIN
EXIST. DIP WATER MAIN TH CAP
PROP. FIRE HYDRANT STA. 14+60 MINIMUN 9 IL
- (INSTA By 0 HERS) I I I
PROP. 8'X8"X6"X8"
RESTRAINED CROSS X I EX1511NG GRAD STA. 14+15 E
PR9P: GATE~AL PROFILE
424 - ~A 14+10 _ - _-.__I tESTRAiNED JOINT IPE FR STA. 1 13 TO EXISTING 8" WATER IN SCALE: 1"= 40' HORIZ.
INS ALL PROPOSED WATER MAIN T A MINIMUM DEPT p1N 1"= 4' VERT.
OF 5 FEET ERE IT (CROSSES HE ETAS NG 6" P C EXIST. 5- Pvc WA MAI WAS
EED ED TO PtOVIDE 12 0 8 C TRACT SHALL LOCATE STING oil WAR MAIN, OR DEEPER AS N
SEPARATION BETWEEN EXISTING WATER MAIAND PRA W TERUNE REPORT ANY C)NFLICTS 0 1PROPOSED WATER MAIM GINEER. TRACTOR SHALL MAKE II
- - - _ _ _ _ _ _ - - .-u _ NE 'f0_ MG_W NESS - - - - - - EgFlED I SECTION 10000 CONTRACT
MEN I i
I I
tn'pn~ o LAP
I
4181 PROP. 8SEWS LINE I o~°~0'~s-FESS_r"~Gqq °o
~VSEAL
- 032652 4 z 31
a~oc ° G G~ °o ~
li °p0jnnnC On Gn09GC
ri
SI NATURE
REVISIONS
408 ! - - - -
N
a I
i N a
I
I
PROJ.# SW-5006
DESIGN BY: JAB
I I I I I ~ DRAWN BY:HVG I
DATE: 12 11 08
a ml, m ml w m a m a' a ro; a ml m o M n n ro: MI 5 d al V: 41 d1i Ujl Y O N'- N. Ili ¢i N~ m 1G 1" nl aC( Oi Gi tV tV SCALE HOR: 1 "=40'
a aI a a al a a a o a C41 ~ SCALE VER: I"=4'
~ 1 1 I i ~ i I ~ ~ I ~ II I
+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 SHEET NO.
16

77 /17-,
a
0I~~" i
oFF no o }
LLI
f/ F
i gy~sr~p°A l L
L ~ 9 ~ r ~ ti ¢ac F
•e...? r~~ ~ , ~ , , ; J~' ~4~ i so ~ , ; , ~ - fO~EO fan qR^ ep 's A A c~ ~v .
LL. - \
v F, v0 od6 'u - c
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r "
( ~ ~ o F~ J o rpss ,y > s.
r 444~~~ J ~ r9 .cq ~ III ' ~ /~~000 v y ~ ~ v A cq V
i
X06 N- 10
-60 d~
py ~e ~ ~v a a p l o y'0~~ x 4., cIA
a
o0 /0 oi4a~</ ~FO ~
2
Qd~ ~P C.y~o ~ .~r f~ ~ ass o s w ~~P y
F
~
OFD 0's PROPOSED STANDAR 'OSED STANDARD AIR IE AND MANHOLEm
v VALVE AND MANHOL
ss so 'os u r I STA 4+00 4+00
PROPOSED 8" GATE'' v VALVE P `
R SED FIRE J HYDRANT ASSEMBL i
-~'qp 00 J
r. ~ O
' / / p 'p ~C - Q o , Q a`
' v Tospo~~s<,o~t GAS
70 -f0 o, TP
r°to ~u _ = o y _ 1ELE 4i Op r'
" J . PROPOSED 8" DI ATER MAr
oy ;o y,,,,o - < r qH 8Jy R S~~P~~y C`p'16o `~EO'/ \ ~ C9 for P~pP~.'- GPP~Pp~pPG AiN~N'r, h'<AC /
S O~o 000P(~,y ~ -i u
rhog0o°}o~~s~<<'yly V / a p Cy , 01, i 6 Q ~a, O 9C p~P J~p~~N
G~ -
s r w o ~5 v
I NO O q9 ,.y'S pp4 . , IL > L6 LL, z
~9204 s Q G p~yl~p OQPGE Cq
A - O9~4 0 6
~oc .o~R}d~9. Pm ~A~ FY DOE' -c r ou op-7,v, fib 9 ',G) 20 9 of o,Pi POP~p4 9g > FO G6~,00 3 B ~0 b 0 ~y n / 7p, ' OGy spy NA F C
@SOu oF006 ~0i 2 ?jHtii^q`~ OR ~NO~~'~3~ O~ Pg~X~'~~`5'+ O~PO E~~S~^, 05M1 NOTE: ~0/0 ° U
i A, ,000 o.,~s~~l o"r~~' N0~ ~E g6h~700'h0 ~0~ PTt00~gh~9°~ Q'L 0 ~9~ '15 S ~66'L q g2 0 03 a~~G o~ ox0~y 4~~•^oa o~yb AQO pJ
THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY '~F ,'s LIJ a®~ ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED sss 0 ~e
0o0G`~ 1 0 00' k Sri., GPP ' Oe00 c e"'o ~ a P„oe4NGE eo~oo,2 ON NAD 83. ALL ELEVATIONS BASED ON NAV 88. l
SCALE -PROFILE- - _ r-
SCALE: 1w- 40iHORIZ. tiJ
- I F PROP ~ -STANDARD 4,L - ERAIR VALVE - - _ _
MANHOLE STA. 4+00 SEE STANDARD
BEXHILL DRIVE C - - DETAIL NO. 06000.15 SHEET 1 OF 2
432 - - - 432
~ ceRp6 ~
I I EXt5PN0 i
PROP 8" DI WATER AIN 30 ROP. FIRE HYDRANI TA. 2+03
I MAINTAIN MINIMUM 5.5' COVER THROUGH
PROPOSED CONCRETE, I SECTION.
THRUST COLLAR STA. PROP. FIRE HYDRANT I
5 A. 6+80 sr. za° ac ° S77~!,L9 °
4 MI' ' RESTRAIN-IJOINT IPE STA 7+95 TO STAJ 9+91 424 =C~ SEA[ ~a
424 - - - II 03?552 G
8 G PROP. EXISTING s' CMP STA. +06, ~ ~ PROP 8°GATE AL
STA. 02
EXIS NG 36"RCP 1l R~'~ M1 ° o°aaoa
S GNATURE
v RE TRAINED BEND REVISIONS
B" - 22RESTRA ED AT STA. 8+51 d4IEL BEND A STA. 9+ 0
THE CONTRACTOR 1 ALL THE ATER 416
' AND 0" 416 MAIN BENEATH THE EXISTING 3107T.
8 22' R STRAIN GUL SUCff TA SECTION WATER MAIN IS ENTERED
8" - 22' RESTRAINED 4 BEND AT STA. 8+61 BENEATH EACH CULVERT. u
BEND A STA. 9+20 j
I
PROJ.# SW-5006
DESIGN BY: JAB
'i wI M O d O N m;, NI C' Y, h N OI N W N, N M d' N! W I to In o to N; ail arl in, DRAWN B Y: H VG
I n r IO' 0 ~D IN IAi YI, f1 YII, N N I(~ ~i C6 'o C& O 03 O Ci } N lV' Mll tM; I~}} 17 M; I p+ji IM! ri N NI C-i OO: Oi col GO ?yi m: to N v' DATE: 12 11 08
I N C4 N N N; N Ni N 41 N N N, N NI N, N Ni N; ~ N M M; M I c* a a v1 Q a. It q* v 'l.r~ +I SCALE HOR:1"=40'
SCALE VER: 1"=4'
4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
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17

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/ NOW O.R'FORMEPLY , ^ p65 TIMOTHY D & KIMBERLY G 19420 BEXHILL DR
AR NO 27511-1516 -
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` DEED BOOB. 04644 DEED.PAO~ 0'39 10832 BEXHILL DR it CARY NO 27511-1515 1 PIN, 076703048690 r= Lu >m
NOW OR FORMERLY y CUPFMAN, GREGORY WAYNE & DIANE 5 U RFE 433.90 PI N: L & DIANE S U DEED 86103048007 DEED BOOM 03581 'GK 06268 DEtD PAGB~ .770 if ¦
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JARRETT, GERALD I SR & KAREN ; JORDAN-JARRET7 V y ~EXIS is' F(~' v r i
10913 BEXHILL OR r- r .QARYNL 27611-1512 i
PI 'eOOKooK:0 8097 - - lROPOSED FlRE DEEO'GSaa7 HYDRANTASSEIABI
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. NOW OR FORMERLY,_ c - NOW OR FORMERLY WANNER, ELIZABETH FBETH ANN
HUGHES, RONALD G & JANE 'ANfa 10909 BEXHILL DR 10326 BEXHILL DR CARY NO Z75117 I5i3
CARY NO 27511-1512 - WQ 1 w ! _ ~f PIY 07610.7042305 D K DEED, BOOK: 05349 0 PIN: 076103058714 DEED BOOK: ~70863%' ' ',DEED PAGE-.1824'
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NOW OR FORMERLY NO`N OR FORMERLY ? SMITH, JAMES L & PHYLLIS J`^ A
m aU NTRI OR ORM SHEPHERD, LUCY 8 TRUSTEE 10533 BEXHILL DR _ NOW OR FORMERLY 10837 BEXHILL OR CARY NO 27511-1513
P I O LIVECCH(, PATRICK HI & MA NOW FORMERLY, aI ~QF..~i F~ BEXHILL OR WESi HOL0905 CATHERINE E _ X, PATRICK ~M & MARSHA H 10841 CARY NO 27511-1513 PIN: 076103037719 BEXHILL DR PIN: 076703036826 DEED BOOK: 04062
mi r''_ K 1CARY NC 22511- ` 70905 S E%HIU. DR 1 F PIN. 076103035 CARY NO 27,511-1513 - DEED BOOK 10170_ DEED PAGE: 416 PIN: 076103035952 DEED PAGE 2444 FEE 425.72 ~ - ~
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- ~EXISTIN~ GRADE - _E THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
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,V IN.
432 - PROP. 20 BLO VALVE PROP. 8 1 t36 RESTRAINED 432
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I II I ! I 1 1 . DESIGN BY: JAB j DRAWN BY:HVG
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16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 SHEET NO.
18

NOW OR FORMERLY
WINDSOR OAKS'HOMEOWI ASSOC J_ y / Q \ ~i I INC PO 80X'194,4
GARY NO 27677-9844 FDI!._ 076103141042 1 Jam, -
DEED BOOK: 04888 1 n m V DEED PAGE: 241
FORMERLY ~ ~~'C ? - - R I. n~~ y' o NOW OR it 0 {o fixy~ PHUSE, LEON & MAVOLA NEWSOME
'~I voo+ coo 107088EXHILL OR
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DEED PAGE. 422 po NHS A / O 2 y~ Il ~~i> M
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I JAMES & FFE 421 70/ n A _ Ce Y.OR G RY UWE IYNCFi~ IE LYNCI{, Ind
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DEED PAGE. 5 - r, yQ Z z l Ill 1. i a ~0 DEED PAGE: 599 !
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PRICE, THOMAS 0 ffi HELEN S DEED BOOK; . 10847 % 10809 BEXHILL DR DEED PAGE: 1558
GARY NO 275111513 vmao, - 7 NOW OR FORMERLY emro?~o of 1 . A\ A PIN. 07610313374 SHEA, DAMIAN & DEBRA A
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0.1-`IB DE -D PAGE
OOm NOt"A / 1 i~ / pN> Ate- ~ THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARP ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
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0+0 0+50 1+0 1+50 2+0 2+50 DESIGN BY: JAB
DRAWN BY:HVG
DATE: 12/11/08
SCALE HOR:1"=40'
EET NO.
t VER: 7=4'

PART 2 - PERMANENT 2- PERMANENT AWN SEEDING M A R
Pltd?.TEC1'ADI`YVFPIVFSTRA TFQlY RSTTE PREPARATION AND INSTALLATION TABLE 3 LAWN SEEDING
1, GROUND COVER ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF FIVE (5) 1) THE CONTRACTOR SHALL PROVIDE AT LEAST ONE FULL-TIME, ON-SITE GENERAL (COOL- AND WARM- SEASON GRASSES)
E L A GENERAL SUPERINTENDENT FOR THIS PROJECT. THE PROJECT SUPERINTENDENT SHALL BE INCHES THE TOP TWO HARROW INCHES SHALL BE PULVERIZED PROVIDE A UNIFORM I. THE SEEDING, P FOLLOWIN( SEEDBED. RAKE OR HARROW THE SITE ESTABLISH A SMOOTH AND LEVEL FINAL SEEDING. PERT i. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOP. ALL PERMANENT LAWN TYPICAL PLANTING RATE/1,000 SQ. FT. SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL DEVELOPED
APPROVED BY THE TOWN BASED ON REFERENCES AND PRIOR PROJECTS WITH THE GRADE. SOIL PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL AREAS OF DIST TOWN. THE PROJECT SUPERINTENDENT SHALL BE ON-SITE FOR ALL SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL BE APPLIED AT THE RATE OF 95 BE REPLACED I AREAS OF DISTURBANCE INCLUDING RESIDENTIAL AND COMMERCIAL AREAS AND SHALL
- THE PROJECT SUPERINTENDENT SHALL NOT BE REPLACED EXCEPT BY WRITTEN BE REPLACED IN KIND OF EXISTING MATERIAL BY THE CONTRACTOR. AN APPROVED 1 2 SPACE TURF TYPE TALL FESCUE BLEND SHALL BE USED PER THE CONTRACT DOCUMENTS. LAWN GRASS PLANTING DATES SEEDS 3SPRIGGING
DITCH CONSTRUCTION-RELATED ACTIVITIES FROM CLEARING TO SITE RESTORATION. LBS/1000 Sa FT. IMMEDIATELY BEFORE PLOWING. GRASS SEED SHALL BE APPLIED AT TURF TYPE TAI. ~i j ,>------7 THE RATES OUTLINED IN TABLES 1 AND 2. KENTUCKY 311: APPROVAL FROM THE OWNER. KENTUCKY 31 IS NOT AN ACCEPTABLE BLEND. PLANTING >m Lu
CREEK 11.5-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF ILWHEN SEEDING C PH4SED CONSTRZiCTIONISCHEDULING 21 LBSJ1000 = FT. MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT APPROPRIATE T 11,WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE MAR 1 TO OCT 15 APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE TALL FESCUE (AUG 15 10 OCT 1 6
RESPONSIBLE OR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL - -
O BUFFER A RATE OF 70 LBS./1000 SQ. FT. MULCHED AREAS SHALL BE TACKED WITH ASPHALT RESPONSIBLE F PHASE II OF THE BACHELOR BRANCH INTERCEPTOR & PUMP STATION ELIMINATION PROJECT OR OTHER APPROVED METHOD SUFFICIENT TO HOLD THE STRAW IN PLACE, AT A RATE COST TO OWNEI ~p~ OF 150 TO 200 GALLONS PER TON OF STRAW. Ili. CONTRACTOR COST TO OWNER. OPTIMUM)
R ~VV SHALL INCLUDE EVERYTHING BETWEEN STATION 215+95 AND STATION 271+27.50, AND ill. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH SUBSTANTIAL COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL TALL FESCUE 6 FESCUE
n' BETWEEN STATION 500+00 AND STATION 500+20.85. III IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN THIRTY (30) DAYS, SUBSTANTIAL C COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 907. COVERAGE, SUBSTANTIAL OCT 15 TO MAR 1
PROPERTY ~IV E ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, FERTILIZED AND TACKED AT NO COMPLETION RE - ADDITIONAL COST TO THE OWNER. COMPLETION WI COMPLETION WILL BE DELAYED UNTIL THE: FOLLOWING GROWING SEASON. ANNUAL (WINTER) RYE 1 RYE
SEWER LINE Iv. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF WORK B.SITE PREPARATIO SITE PREPARATION BURMUDAGRASS APR 1 TO AUG 15 1 TO 2 - -
~I EXCEEDING THIRTY (30) DAYS OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE i. REMOVE OR Kit i. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE (SEED)
E LE PI~IVIV LINE PERMANENT SEEDING SCHEDULE, OR A COMBINATION THEREOF. THESE AREAS SHALL BE SPRAYING OR O RESEEDED IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE IF TEMPORARY PRIOR TO BEL91 SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO COMPENSATION VEGETATION IS SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER m lk~ PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER
LINE FOR THE TEMPORARY SEEDING, TEMPORARY SEEDING SHALL BE PERFORMED ONLY AT ELECTRIC BEST JUDGEMED VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE CONTRACTOR SHALL USE BURMUDAGRASS a BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING (VEGETATIVE) APP. 15 TO AUG 30 - 5 5 14 =
THE DIRECTION OF THE ENGINEER OR INSPECTOR. pREPARATION~ PREPARATION. m
GAS LINE u v,WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE TOPSOIL WA; APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE fl.IF HEAVY fi.IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER 0.25
SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND CENTIPEDEGRASS MARCH TO JULY TO 5' - PINE BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED. 0.50
CABLE TV j LINE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL SOIL PINE B IS ARK HEV COST TO OWNER. lil. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET, ZOYSIAGRASS APRIL TO JULY - 54 5
TREE PROTECTION FENCE PF [.CLEANUP AND INSPEGTIDN: III. 75 FOR ALL GRA POUNDS OF 75 POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS,
X X X X X X EQUIPMENT AND OTHER ARTICLES USED ALL EXCESS SOIL, STONE, AND DEBRIS SHALL OR 10-10-10 IN 40 POUNDS OF 5-10-10i 20 POUNDS OF 10-20-20i OR 20 POUNDS OF 8-8-8 ST. AUGUSTINEGRASS APRIL TO JULY a OR 10-10-10 IN COMBINATION WITH 4 POUNDS OF 0-46-0. CENTIPEDEGRASS PREFERS 5 - am
FENCE L UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL 40 POUNDS OF BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER ALL ACIDIC SOILS F ACIDIC SOILS AND LOW LEVELS OF PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS.
SILT FENCE WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO OF LIME AND P EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO Iv. INCORPORATE NOTES
THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE. INCHES OF THE Iv. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6 INCHES OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTIVATE L SOD CONSISTING OF COOL-SEASON GRASSES CAN BE INSTALLED ANYTIME THE GROUND IS
GENERAL NOTES (SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A TO WELL INCOF TO WELL INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL NOT FROZEN. SOD CONSISTING OF WARM- SEASON GRASSES CAN BE INSTALLED AS LONG AS OF MINIMUM 6-INCH DEPTH. SOIL TEMPERATURE EXCEEDS 55° F. (TYPICALLY APRIL 15 TO OCT. 1)
UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH OF MINIMUM 6-1 SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM VRAKE OR HARRO 2. POUNDS OF SEED PER 1,000 SQ. FT.
7) EXISTING UT OF LOCATIONS PROPOSED SHOWN ON THE IMPROVEMENTS BE PLANS ARE NECESSARY TO AVOID APPROXIMATE. EXISTING SHOULD OF 3% OF THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY PARTICLES SHO ADJUSTMENTS S O v.RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL 3. SQUARE YARDS OF TURF CUT INTO 2-INCH CENTERS TO PLANT 1,000 SQ. FT. PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA. GRAVEL SIZE IS EVEN 4. BUSHELS OF SPRIGS PER 1,000 SQ. FT. (1 SQ. YD. OF TURF PULLED APART IS EQUIVALENT
FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE U iILITIES, THE CONTRACTOR SHALL COORDINATE SUCH ADJUSTMENTS VOTH THE UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS BETTER. HAND I BETTER. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS. FOR TO 1 BUSHEL OF SPRIGS.) ? AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN
ENGINEER BEFORE PROCEEDING WITH THE WORK. SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AREAS LARGER SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR CULTIPACKING TO FIRM THE Q~
2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST RESMSION OF SOIL BEFORE S THE TOWN OF CARPS "STANDARD SPECIFICATIONS AND DETAILS" AND THE NORTH Wit. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION SEEDING OR PL SOIL BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE BEFORE 4) TEMPORARY PUMP AROUND SEQUENCE SEEDING OR PLANTING. AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE FOLLOWING SEQUENCE-
AY E®L LEGEND AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED. SOME BEFORE I CAROLINA DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION 1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE, o 00 INSTALLATION }`ytl v
ROADS AND STRUCTURES", UNLESS OTHERWISE STATED BY THE CONTRACT DOCUMENTS. CINSTALLATIDN SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (ID) DAYS PRIOP. TO 2. INSTALL UP-STREAM SANDBAG DAM,
~ ( 3) THE CONTRACTOR SHALL BE COMPLETELY AND SOLELY RESPONSIBLE FOR ANY THE ANTICIPATED DATE OF INSPECTION. I. GENERAL, CABLE TV E D E S TA L 0 ENCROACHMENT ONTO PRIVATE PROPERTY. THE TOWN OF CARY SHALL NOT A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED i. GENERAL, 3. INSTALL DOWN-STREAM SANDBAG DAM. Ydi 4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM,
BE RESPONSIBLE FOR AGREEMENTS BETWEEN THE CONTRACTOR AND PRIVATE TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH a)S~_D OR PLA a)SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3. 5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
E D E S I A L ~ PROPERTY OWNEP,S. INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) G> ELE P IMETER I IJI V EPEDESTAL b)THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
WATER TELEPHONE 0 4) SHOULD THE CONTRACTOR DAMAGE ANY EXISTING TOWN OF CARY UTILITIES, DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND OF SPE CHOICE 1 SPECIFIED IN SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED PROPOSAL, OR AS DESIGNATED BY THE ENGINEER,
INCLUDING WATER, SEWER AND STORM DRAINAGE INFRASTRUCTURE, THE TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY OR AS DESIGP THE TOWN OF CA,RY PUBLIC WORKS DEPARTMENT. SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE c )SEED SHALL c) SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM OF
S E P IT'l~ F-1 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEERING INSPECTOR AND REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS 95%. SEED SHALL BE 987 PURE WITH LESS THAN 27 OTHER-CROP SEED OR DEBRIS.
BASIN REINSPECTED UPON WRITTEN NOTICE AS ABOVE 95Z. SEED S CATCH ® 5) SHOULD CONTRACTOR DAMAGE ANY EXISTING UTILITIES OWNED BY OUTSIDE UTILITY SEED SHALL PROVIDERS, THE CONTRACTOR SHALL IMMEDIATELY CONTACT CT THE UTILITY OWNERS SEED SHALL BE FREE OF NOXIOUS WEED SEED.
AND SCHEDULE REPAIRS. THE TOWN of CARY SHALL NOT RESPONSIBLE FOR TABLE 1 : SHOULDERS, SIDE DITCHES, SLOPES (FOR SLOPES BETWEEN 2:1 AND 3:1) BE CERTIFIED 6) THE CONTRACTOR SHALL NOT BE ALLOWED TO BLOCK STREETS WITH VIGOR, FREE d)SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL BE CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD HEALTH AND
SEWER MANHOLE ANY UTILITY DAMAGE CAUSED BY THE CONTRACTOR. d)SO?, SPRIGS, VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE
POWER POLE C71 UNATTENDED VEHICLES OR STOCKPILED MATERIALS. THE CONTRACTOR SHALL BE DATE TYPE PLANTING RATE TEMPERATURE LL7 RESPONSIBLE FOR MOVING UNDERUTILIZED OR UNUSED EQUIPMENT AWAY FROM OLDER THAN TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS. SPRIGS THAT ARE OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION,
LI VI POLE THE SITE. UNATitNDED VEHICALES SHALL NOT BE PARKED IN THE MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) SO L8S e> THE CONTRA e) THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL PROPERTY AND
p CONSTRUCTION ZONE OR WITHIN RESIDENTIAL STREET RIGHTS-OF-WAY. AND /ACRE OTHER CONTRA 0 1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE. ADD TALL FESCUE ILSEEDINQ SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S PROGRESS,
MAIL BOX 7) AT ALL STREAM CROSSINGS, CONTRACTOR SHALL ADHERE TO THE FOLLOWING SEQUENCE: SHALL NOTIFI fl. SEEDING:
WELL O 2. INSTALL UP-STREAM SANDBAG DAM MAR 1 - APR 15 120 LBS/ACRE a>SOW THE SEED ON FRESHLY PREPARED SOIL ENSURE UNIFORM COVERAGE BY USING
BOX 3. INSTALL DOWN-STREAM SANDBAG DAM. OR a>SOW THE SEE ELECTRIC BOX 4. THE PUMP MOST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. A CENTRIFUGE 5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY. ADD WEEPING LOVEGRASS FT, SHALL BE A CENTRIFUGAL (ROTARY) OR DROP-TYPE SPREADER. AREAS LARGER THAN 100 SQ. FT. SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE APPROPRIATE
MAR 1 - JUN 30 10 LBS/ACRE PARTIAL RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER 15 FT. WIDTH,
SRATE SPRINKLER HEAD PARTIAL EWER SEYd'ER CONSTRUCTION N®'j'ErS OR APPLY HALF MAR 1 - JUN 30 DD HULLED COMMON BERMUDAGRAS 25 LBS/ACRE THE FIRST DI APPLY HALF THE SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO U) Lu THE FIRST DIRECTION,
b)APPLY A STARTER-TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10 W
LIGHTING 1) FOLLOWING CONSTRUCTION, ALL TEMPORARY STREAM CROSSING SHALL BE REMOVED b)APPLY A STA LANDSCAPE AND THE STREAM BANKS SHALL BE STABILIZED WITH ROCK RIP RAP MEAN STONE * TALL FESCUE AND 120 LBS/ACRE POUNDS OF 5 POUNDS OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET AT THE <
EC P ® SIZE AND THE MINIMUM THICKNESS BELOW THE FINISHED GRADE FOR EACH CROSSING ARE SHOWN IN THE TABLE BELOW. ALL RIP RAP SHALL BE INSTALLED OVER THE * BROWNTOP MILLET OR 35 LBS ACRE TIME OF SEEI GEOTEXTILE FILTER FABRIC. JUN 1 - SEPT i / TIME OF SEEDING. Z
c) LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR CHAIN-LINK FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE AND W
FLARED END SECTION SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE LIGHTLY COI I CHAIN-LINK F U PROVIDE GOOD SEED-TO-SOIL CONTACT.
BORE HALES TABLE 1 : STREAM CROSSING INFORMATION PROVIDE GOO. MEAN STONE MIN. THICKNESS SERICEA LESPEDEZA d)MULCH GRASS d)MULCH GRASS SEED WITH WEED-FREE SMALL GRAIN STRAW OR HAY. USE ONE BALE O
IAl A PER 1,000 SQL PER 1,000 SQUARE FEET FOR WARM-SEASON GRASSES AND 1 TO 2 BALES FOR OC
WATER V V/A~AV(E CROSSING PIPE SIZE r OF PIPES INCSIZE HES OF (INCHESAP SEPT 1 - MAR i (UNHULLED/UNSCARIFIED) 70 LBS/ACRE COOL-SEASON VV r`1 (INCHES) AND TALL FESCUE 720 LBS/ACRE cool OR TACKING 1 COOL-SEASON GRASSES. STABILIZE SMALL AREAS OF MULCH BY ROLLING, WATERING a- OR TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE USED IF WIN
SEPTIC VALVE o N/A 0 2 27 NOV 1 - MAR 1 ADD ABRUZZI RYE 25 LBS/ACRE NEED NOT BEET DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY, THESE MATERIALS NEED NOT BE REMOVED. LARGER AREAS SHALL BE STABILIZED BY ASPHALT TACKING
SPRAY OR TWINE NETTING.
SIGN 2 36" 1 12" 27" SPRAY OR TW CLEANUP AS INSPECTION,
I. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL
M p ,,,fj 3 54" 1 12" 27" TABLE 2 : SHOULDERS, SIDE DITCHES, SLOPES D.CLEANUP AND IN CH EC D A M (J"" (FOR SLOPES 3: AND FLATTER) L UPON CDMPLETI IA ~p EQUIPMENT AND O DATE TYPE PLANTING RATE BE REMOVED Av EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL
VVVR WORK AREAS St WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO
EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE.
OUTLET AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE EXISTING CONS'. H NOV 1 - MAR 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE THE SATISFACT SILT FENCE OUTLET ILSEEDED AREAS II.SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE UNIFORM STAND UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH
SHALL BE LARC APR 15 - JUN 3 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE OF 37.OF THE SHALL BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM OF 37. OF THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY
FOR TNSPECTIOP FOP, INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE
HALL BE CONS UNIFORM HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS
PL1 B~T LE i.~ E~ JUL 15 - AUG 15 TALL FESCUE AND*BROWNTOP MILLET 35 LBS/ACRE SUNIFORM HEIGH" CR*SORGHUM-SUDAN HYBRIDS AND GROWING ti AND GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIER
ill. AN INSPECTS[ EROSION CONTROL NOTES NOTES. OF THE LANDSC ill. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION
SUBMITTED BY SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO
1) BEFORE ANY WORK BEGINS, GIVE NOTICE TO NCDENR - LAND QUALITY SECTION OF THE CONSULT STORMWATER MANAGEMENT ENGINEER OR NATURAL RESOURCES CONSERVATION THE ANTICIPATE THE ANTICIPATED DATE OF INSPECTION.
OAK _ PROPOSED START DATE BY PHONE AT 919-791-4200 AND IN WRITING AT THE FOLLOWING SERVICE (NRCS) FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR OAK TREE ADDRESS: VEGETATION OF DENUDED AREAS THE ABOVE VEGETATION RATES ARE THOSE, WHICH DO WELL lv, A FINAL INS( °t°n°~C° °p o Iv. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH o°°('r i•AR(^j, o
NCDENR - LAND QUALITY SECTION UNDER LOCAL CONDITIONS) OTHER SEEDING RATE COMBINATIONS MAY BE POSSIBLE BUT MUST TURF GRASS HA 1623 MAIL SERVICE CENTER BE APPROVED BY THE ENGINEER INSPECTION SUI
RALEICH, NO 27699-1628 DAYS PROR TO DAYS INSPECTION PRIDR TO SUBMITTED THE E ANTICIPATED CONTRACTOR IN ITO THE NSPECTION, ENGINEER, F A SATISFACTORY NSTAND OF vSSIG TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY
ATTN: THAD VALENTINE OR KAREN PAGEALL W TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT TURF HAS NOT PINE TREE VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE SREPAIRS ECTION. SHALL UPON REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THISQ SEAL
2) DISTURBED AREAS LEFT INACTIVE BETWEEN KEN ANY PHASE OF GRACING SHALL BE MOWING TO KEEP FESCUE FROM BEING SHADED OUT, REINSPECTED UI TEMPORARY SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE G REINSPECTED UPON WRITTEN NOTICE AS ABOVE, o D O3cbS2 Q
SEEDED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER. PROVISION OF PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES o~"FN N ~0 00
M A P LC TREE WITHIN 21 CALENDAR DAYS, AND ON REMAINING AREAS WITHIN 15 WORKING DAYS OR
30 CALENDAR DAYS, WHICHEVER IS SHORTER.
3) TEMPORARY AND PERMANENT SEEDING SCHEDULE AMC MULCH RATES
PART i - TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES BIRCH
97SIGNATURE
A. GENE AI REVISIONS NOTE:
DISTURBED AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING AND
SWEET GUM - I. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PRDJECT, THE MULCHING SHALL BE PERFORMED IMMEDIATELY BEHIND CONSTRUCTION THE THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
CONTRACTOR SHALL PROVIDE PERMANENT SEEDING IN ALL DISTURBED AREAS AS INDICATED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL ADAPT PERMANENT ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
AND SOIL AND EROSION CONTROL MEASURES THAT MAY ALREADY BE IN PLACE DURING
B U S H SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY TEMPORARY SEEDING THE WORK PERIOD.
ILWHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE
PAMPAS RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER
III. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH PROD. SW-5006
SUBSTANTIAL COMPLETION, SLOPES MUST BE AT 907. COVERAGE AT SUBSTANTIAL DESIGN BY: JAB
IVI L d AG N C LI A COMPLETION REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL f-~ COMPLETION WILL BE DELAYED UNTIL THE FOLLOWING GROWING SEASON. DRAWN BY:HVG
DATE: 12/11/08
SCALE HOR: 1 "=40'
CREPE MYRTLE SCALE VER: 1"=4'
SHEET NO.

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BASHAV7 STANLEY E & LAJRA A 1 90824 W BRIDGFORD OR I NOW OR FORMERLY
RIDGWAY' SUSAN S CARY NC 27511-1518 10820 W BRIDGFORD-DR PIN 076109053290 CARY NO 27511-1518- -
DEED BOOK. QS050 PIN: 076109055107 1 NOW OR FORMERLY ~It ~NOW OR FORMERLY , WILLIAM L & JAN G {rj % I BROOKS, Q/cVID & bI ti 10740 E..6RI DGFORD DR NOW OR FORMERLY -1901 SAURAGE, KEVIN & ANDREA BOYER
NOW OR FORMERLY, nEEP'PAG5:1445 DEED BOCK: 02540 I NOW OR FORMERLY NOW OR FORMERLY \DEED PAGE: 2707 1 NOW OR FORMERLY THOMAS JOHN S & DIANEIi~ \ DICKERSON, GAYLE H TRAHERN, JAMES H & KATHY M CARY RY N ~~mm 7 NO 27511-1518 B ice{ CARY NO 27511 10735 E BRIDGFORD DR L c+m 1~. 53123 { PINDEE0BOOK:761091053 0 - - CAPRY '076109123
MIALAK, CHRISTOPHER J & MICHELLE NOW DR FORMERLY 10804 W BRIDGFORD DR ' n,AP,Y N N99228O 27511-1518 8~. 10816 W BRIDGFORD DR HAVES, BARBARA M iCARY NO 27751651/6 CARY NO 27511-1518 2751 5411-1901 ¦ PIN. 076109150142 I I n 92 _
CARY NC 27511-1518 10812 W BRIDGFORD DR PIN: 076109052195 F ROPOSED STD. 2" BLOWO PIN: 076109058122 PIN: 078104059722 DEED BOOK. 06917 ti PIN: 076109056193 CARY NO 27511-1578 DEED BOOK: 70462 DEED BOOK: 04720 DEED BOOTS 04379 4 DEED PAGE 551 DEED BOOK: 111 BQOK 1792 ED PAGE 772 DEED FADE. 225
DEED PAGE: 0324/ --j VALVE ASSIMBLY (SEE STD' DEED BOOK: 07234 PIN: 076109057111 1 DEED PAGE: 927 - v DEED PAGE: 1276 _ J'~. 1DETAIL 06000.11) DEED PAGE: 0340 DEED BOOK: 68160 - - _ _ 1 Olt
„ DEED PAGE: 2209
( Q r
'2 PROPOSED 22e RESTRAINED
} BEND - IIJII ' Or~ ~1; 1117 z n
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G _ - - bACVE ~ I~ c o > p Rem - - d'I y
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- NOW OR FORMERLY / 'l i ~I = "gym \ 06' --INSTALL PROPOSED NEW WATER ,
I 03 ^S fm~ 27511 15 1519 !»~kL08 R, NY BPWBR M BARBARA J d ECFORD DR CAR - - _0 lr`! CO. I EXIST. EDGE OF
NC 22577 19 A OPOSED FIRE < PIN 076 DEEE BOOK: I PAVEMENT.
YORANT ASSEMBL ~ 0 { AG 02853 Ghs DEED oAGE 188 P R/w GATE PROVIDE ROCK CHECK DADA
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- - - Ir. -77 --a- •-a--> EXBiw F-
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PROPOSED 8 DIP WATER-MAlfd tl I - - _ _
- _ SED DIP WA MAIN -
iELE c~ac SEWER _ELC_- 51 2 CQ"N PrmS t
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LEM- 7_7 0,
PROMIDE ROCK CHECK DADA EXISTING VALVES -0
ERL° .r " +1 NOip OR FORM ON LOW PRESSURE {I { SEWER SYSTEM . -0 4 I
GILES STEVEN' EDWARD & CYNTHIA-01 10829 W BPI660 DR -1519 : FFF 427.67 _ .1,
CARS NO 2751 P DEED 9OOK00K IN: B. C464 9ac2 23 NOW OR FORMERLY Z °
! ' / DEED PAGE, 0221 - ~s ~C yyy, O III NOW OR: FORMERLY
G DAN50N STEPHEN ROBERT & 'SUSAN B e- ~a (n 71 ~ }V 9601 KINGS RD OR
10825 A BRIDGFORO OR CAR tl 27511-1519 : "T- _ .y-•' PIN 0761 9009 057903044839_ - 2 - 4 d 'ern j v
DE-D 600{ 05793 NOW OR FORMERLY 1 " DFFO ancE i6e, V' srlRAGER BRIAN L & SUSAN ,J _ FFe,42455 FFE 42., 22 - FFE D1 5. i J, m I to O DEED BOOK 5105010 4_
0821 soDAFGRD- R- - - DEED PAGE 786 _ Y C I, ~nl VA ` ' fFe 415.97
- _CARY NO 27571-1579 - NOW OR F0RMV21~ - - ' NOW OR FORMERLY FFE 426.19 PIN 0761DO045835' STOLLOORF, DA ,EVAN &O RRYi L W OR FORMERLY NOW OR FORMERLY VOLPE,~ROBERT J'& JOAN E JOAN E e ' STANDARD I /
_ ' . 0_E DR-BOOK -0980'2 DEED AUS P TM M F & BRENDA C 10805 W-BRIDGFORD DR j PAGE 0250 CARY NO 27511-1519 KR'10813 WLBRIDGF,ORD DR . 7 KALT 0809 W BRIDGFORD/DR _ CARY NO 27511-1519 ' - \ PIN; 076103046855 GARY NC `27017 1519 CARY NC 27511-1519 PIN: 076103049876' 15109 ,CHECK DAM _ _ _ _ _ 76' {SEE DETAIL
DEED SOOK--05046 .PIN: 076103047865 PIN: C76103 '1B75__7_- - DEED BOOK. 05.632 DEED PAGE: ~~E522R - -DEED BOOK 04028 DEED PAGE DES6300K D27a3 814 32 F
FIFE 426.55 \ 4 DEED PAGE 307 DEED PAGE 308 - a - ~s}~ P` 04000.06) co - -
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PROFILE
SCALE' SCALE. 1"- 40' HORIZ. a
1 4' VERT. a-
O LLI IL
W. BRIDGEFORD DRIVE
- - - NOTE:
THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
PROP. 80GATE VALVEI
l - P P. 2" WOFF V LVE - STA. 4+27 I ~T I -
A BL S 8+33 4 MIN._ ?ROP. F3R _~tYORAN _ _ - - - - - - - - 424
- TA. 4+ 37
PR 8"X6 ESTRAIN -
I - - - I EXIS?NG GR _ ST 4+47 AGE ao ° E R,
PROP 6" DIP WATER M N
I - ° ~ FOF 1
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P P. 221' ESTRAIN A = c- 0H5? p o
PRA ST U 7+38 L? " 8" WATER MAIN o~ a
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i R STRAIN JOINT PI STA. 3 77 TO S1 k. 4+47 ST 0+07 - 416 5
SIGNATURE
i I I
ESTRAI JOINT IPE JOINT IPE STA. 0+00 TO STA. 1+71 REVISIONS
- Lh
s
408
I I I, ' - PROJ.# SW-5006
I I DESIGN BY: JAB
DRAWN BY: HVG
N
~Di d O SDI OI nl I rl a 01 M! W N' all d a M CA OOI N I tVI (V CNI N of of rl DATE: 12 11 08 rlI v ~I
r p~l, m m ® N Vi ¢i N; iNl V1 Ni 4; Q a; d ~I V M M; IR t N i. d! NI N N dl i d a d„ N N VN. CI V: al a a d CI a' a! a d N N N' al y'~ d ~I t d d d; ai al i ' I ~ SCALE HOR: 1 "=40'
SCALE VER: 1"=4'
I I ~ ! ~ I I it ~ I j ~ 1+00 0+50 0+00 SHEET N0.
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1 NO X03x *q01 1 : V A a, / 8,3 e D£ as £ a PG 0 OPOSED ROCK
t 1 ££o pAe x rc e+ a r LLI
6 6i3 ? o aRX35a PROVIDE A FULL 20' SECTION OF CHECK DAMS a£K eR _ - F tn. £ aaa~sX' e 5 , WATER MAIN CENTERED BENEATH THE ~ . ~rX g934 ~c ao>X°g5o,5 PROPOSED SEWER MAIN WFIERE , . iPLg ~oGSXX X35 .115
?R 09 t< 63 DR 9 £ 2~ 3O9
\ mac? ap\ ° 9 39 £ i PROPOSED NEW SEWER AND WATER o1~Q£ G 5~os 2- ~ =q£a ~P£ ~ ~ ~AINS CROSS 5~2 PROPOSED WX8"X4' TEE
q3
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00 NOTE: THISS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
,qp ZQA
BFI NW 70 ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
_ a v - ~i A4 ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
PROFILE
SCALE: 1"= 40° HORIZ.
1"= V VERT.
E
E. BRIDGEFbRD DRIVE
424 -
I - I I - - - ---1;._ I.._ - 424
PRA 6 OATVAIVE _ I
ST 0+05 PROP. V BLO FF VALVE ~C
EXI TWG 6' PVC WATER MAIN EX`S %
Co~ TRACTOR SH LL VERIFY 6 PTH ~DU ING CONSTR C11ON I STA +90 o Z~~OF ESSj~ Uq °a
xGnNG 1S° CP J' SEAL ~r+
'PROP. T~
iPROPOSED 8" DIP WATER MAIN S6+ u
415 DP. 8" U PR .8'X8.4. - R 5TRAINED-- TEE - - I a D ~ 032552 ~ a o I 418
PROP. FIRE HYD ANT ST k. 6+50 STA 6 72 ;ANT - - _ - °a of EXISTING 1&" CP
60 REDO 8~ `Op as aaaco i
II P OP.6+80 6' REDO PROP SIGNATURE
RES INED J NT PIPE STA. 0TT..TA 1+71 EXISTING 18' RCP
d REVISIONS
I
RESTRAINED J01 T PIPE A. 6+00 0 ST 80
i
408 - - - - 405
PROJ.# SW-5006
I DESIGN BY: JAB
I I m a m ..i Yk M M "A ~ m n m n d DRAWN BY:HVG
DATE: 12/11/08
L I I~- ~ -I f I ~ ~ I ~ II I 0+00 0+50 1+00 1+50 2+100 2+50 9+00 3+50 4+00 4+50 5+00 5+50 8+00 6+50 7+00 7+50 SCALE HOR:1"=40'
7+50 8+00 8+50 s+ao 9+so SCALE VE R : 1"=4'
SHEET NO.
21
- - -

o - p r
~~~~~s Fly G~
V - II L LLI 9 ogn~ <~O
' r \ 2 s. .y Y F l O lp,
z Z, m y O I, Ai 1 Bum
m A -zz NOW OR FORMERLY mmz,-- 9
BENNETT, THOMAS V& CAROL R oa =0 ~z NOW OF 9704 ASTOR CT 00002 FORMERLY - CARYNC 27511-1506 Dc01
MALONE TIMOTHY A & KIMBERLY p HOMPSON moo J,~hp i~ ooh{ iE; 9708 A 8 27511-1508 CT DEED BOOK 0305 ~0mw ~ 0zm0c
PIN: 0776611030.1 PIN: 076103042027 OASED 031949 DEED PAGE 7 0~' m vJ {fI( Ju,
DEED BOOK: 08038.,- r- Am;
~ r
\ ^m o > PAGE: 0055 II
k
NOW OR FORMERLY / L .J. 6 8" TO 6" BOONE, JOHN & DONNA M v r ,i 0 _
9712 ASTOR m .RESTRAINED REDUCER CARY NO 27511-1506 e
r iPIN. 076103031970; c DEED BOOK: 70877
DEED PAGE 1436 ' i PROPOSED 4"
vv i GA1E VALVE, r I HC PROPOSED f, wSOF -00
t
GATE VALVE r WRLL r ~y I w~ x PROPOSED 8'X4'
OPOSED STD. 2" BLOWOFF v~~ - 3~~, / RESTRAINED TEE I
VALVE ASSIMBLY (SEE STD. _ MAIN
DETAIL 06000.11} I ,
l . p.
00 NOW OR FORM RI Y E; LLI zONt ~FE~ /
OIHOFP GAR Y & JUDITH K 9716 ASTOk CT 50
CARY NO 27011-1506 Q PIN' 076103031870 - ? U
--QED BOOK, 03850 DEED PAGE: 839
rs ~ _ 0 ZOFE B
I - 30 `o r ~ sec
" ' ~ ~ .:i i - ~ -ADD Z?y a ^r^„ ~ ~ ~ a~opa
ca ROCK INK /
CHECK D - -
-fxLOA' OR FORMERLY -I
LANE, HAYWOOD A JR / 0 ` 9701 ASTER CT f
/ CARYNO 27511 SDS I cI I9 i _ -PN. 076t0303-09E8 1~+1 C>I', /
DEED ROOK 04598 } .
DEED PAGE: NOW OR fORMER.Y444 051. m { n,r
NOW OR FORMERLY DA ' CE°ALA, ANTHONY & DEBORAH ` REMD MS, RONALD W 'PATSY P - 9705 ASTOR OT ALL • v
F,' ~JL OI I A \ 9713 ASiOR CT ARY NC 27511-1506 ' CONTRACTOR H SONG 18 0 ` 1 n ~ ° 'CARY NC PIN 076103034828 vwT S J,
PIN: 076103032777 REM RY / u F BOOK: GEED BOOK. 71144 AND PRDVIDE v DEED BOOK 05042 _ DEED PAGE;-,2457 OF
DEED PaGE67734oO6 AS PORA Rv+° R l' 1 r Y Dyr ?~z V v NOW OR FORMERLY i 1 - HALLIDAY, JOHN T & SARAH D PACK FFE 431.85 i ,
r HORSE LA GERRARDS GROSS BUCKS f 5 ENGLAND I~ . 1 % WELL SITE',
PIN. 076103033860 L= • i~ 1 DOOO~~p" DEED BoDK 03790
I P EJ +~A - AEED3.g6G 4,89_ \ r,,.. Oa'r'irn NOW OR FORMEP.tY~' r. MNOSOR OAKS HOMEOWNERS ASSOC INC
o / ° 0 z 0 F~ 465x0 'I w _1 12, s .~``,C ,.Z a <o'0 vrn am n - ~{`"a fs1 ~`J I!1 ZMN~ gUFrB.R emu @ 1/ r - PO BOX 1944
Q O i ..I 1 CARY NC 27512-1944 f. aiN. 0761030495'i3 ' l y DEED BOOK. 05061
~ ~DL>z ~ V m / l I DEED PAGE. 466 ~
y 0 0omxav ~i , r . ONt UrFE B ~
z
NOTE; W
PROFILE THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY O
SCALE: 1"= 40' HORIZ. ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
1"= V VERT.
19 mi
ASTOR COURT
I ! i I
- _ 440
\ I
PR . 2" VALVE A MBLY
STA 3+60 -
4" MIN MUM.
EX1SR\G BADE
1432 V 6[x{0,0,°yy. ~J00o6®io
PROPOSED " 22~ -
PR BEND STA. +10 PROP. 4"GATE V V'E o ~ o
4° DIP WAt STA. 03
VAN EXISTING 1 ^ R BEGIN RESTRAINED ' 4 INT PIPE STA. SEAL 032653 3
0+00
u pQ ov -,N`vF- x
,--PROPOSED 4" 45' (J Uv o~
ENO RESTRAINED BEND °o0p°vvo oo°
JOINT PIE STA. STA. 0+10
1+30 SIGNATURE
- - - -~1 - 424 BED STA. 65 -PROPOSED 4" 45' REVISIONS
BEND
STA. 0+25
PROP. B" SEWER U
m
IOESTRAINEO JOINT PI STA. 00 TO A. 1+30
416 PROJ.# SW-5006
DESIGN BY: JAB
DRAWN BY:HVG
M mP~{ pM~ Q~ FO N N'. 10 M NI ~1fp0~' pW~I~ 4MGMNi CI DATE: 12/11/08
ui C4 C41 SCALE HOR:1"=40'
! SCALE VER: 1"=4'
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 SHEET NO.
22

a oR ~o s ` ct / r~ ~ % 1 Q FORM cY E ; y P,ap0p,oN pw N aR c So FORK CY N-pVE OVEOR BRl50G 50R4j9tft? 3R~C50R05,R 6,RREiCY N4 6~b9158 p5g i
9b'PO~µ N0`t69 66fi OR O 6- l 51L RV n 8ft2,J-l 50 1 \ OPT 0161b 48 RM O 01NRS 2 452 58 oy% 10-7 . i
a ~ 384 / BO 455 ;NO 0 ROC FF , 01 CF 1N 0751 05 4 500 ' 181 ?51091 053aA / O 92 PG 23 0 Lij EpOKE iglf vD i / /
56I b OEED RA / 95o1 w00D01511'~y5 l~ - DEED PAO~ FORMER Y LEEN R PAG 7, .40 OAyVD Or ORD OF, \
W OR 0 & ~q4 1v r CFRP 016%g91083g8 517 BEwpPN 00 E~ R209°5p4 9
\953 ,pHN64 '0 j552>f9z \ •~'ra, 90 CP~5N~0?51 p44
prw. e16109° 614ga PRO s 016 A' 110E STD. y VALVE BION Rp0G 57 >m LLI P
op p a o IAIL # 08SLY ~bEE STD.. 00.11) V its Q~1 . / PRQPOSED STp. 2" BLOB
J o - DET~ ASSMBLY ( ~DfF LIJ >m Cp
f l / i P ~..~T r/lV S
-FbF qo
--5a N, OM' 3 s~ 1 LL,
W0`, Qg,0 G OF OR 0i l m 9501 h0 1091 Si / SNER
r LO",SY NO 2_1 1,24 Y CAR 016 ry5 cOP.i~'K4ReN - i \ p1N OOk mot 0 PEA 8oa g28 NQ~Og t OE~p QR ~1 -",.4 I ' 0 , 0 ppGE / •
¢0~~ a6 5n i4 - /1 i i oe f ~
1 OA d i61 .10421 < BBB F 9
OrOPOp k'9404 ; I
R FO ES _ P OR. hbROGl9~,'¢ORO 6
IA / ,p101 E 5~21511141N5
GPRY N0751092p55?3 p p1N BOOK',. D250
r, DEED p PGE. Yl0 i. ~p~ Ek/gD OED
+ e ~ i i
W lp,
P PR C/N
ROPOSEp 4^ - i GATE VALVE N s~ % V z ,
0 ~p ' r ~ $IO
L SEp °1~S' DQ0/` H FIRE N 1 RA T ASSEMBLY $ ~ ~V 4W bRN N. ffi. S~ OR
Ri-TO G~OR 0 v\J{BHA RY N g51a92gg pS/" `2
I I ' 'PROP
~AINEOBREDU I / piNg00K 24yj
p ~X4
6
~ b I Yd
\ w Y / R~
NOW OR FRPNO 0 OR
TH#ZA TH#2 'PROP OSED "GATE 8 pEEgER,RRIO0FOR %g00
10?0 0?5y2p9250-9 \ 70 G 2 gq8 6 , '
D~0 p PGE:
I A.~ o-~~ ? \rI \ RSKNSE Bk~ OW, W OR FO~YPftRD 1
_ VIDE A FULL 20' gz3a - Y Ng161os2o54SA JN~ ECRNOG O 09900 / 50 iRY N0?51092 05451 NOTE,
WATER MAIN DEN SECTION OF OSEp R / ' p1N. ep6K a6 . - ROPOSEp TERED BENEATH CHECK" ' °o PPS' Fo. BOOK. 051,,
SEWER MAIN ROPOSED N TH DAMS THIS PROJECTS SURVEY WAS COMPLETED BY THE TONRd OF CARY ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
a MAINS CR0R ANp D i ? ~ M£R{'Y ~1NE gRMt:RLYpRc'N K E ON NAD B3. ALL ELEVATIONS BASED ON NAV 8B.
>y 04 f0 g o OF qaR \ a3W 6~MES EO Ra MO R GfORO 00
6y,Ow1 A8g10011 140Cb.... OOpa 0 1 9 ~0 47-1 46&°'6 NC's 1611 NC l6 1"901:f>• / 031106
\ R6 N07 061 OR 5 8$ -e ~ by J 'QiN OK69
-,VD 5 $ 99 Oa pg 8.'j3_ \ -41 LLI
DG~OFD 9 O , ' B,D °R a 6Ff6 o-lBG~ , JO~ Ot V - F0. X26 PO 27548x02 CAR1. ~Ac 0161 03105641 r A
. / CvF'`tY. Oai03 ,Q8141 Pik~g001~' 034 0.0 U6
20A A : vE£o ~°OKCa or ,55 Dli RA 41"
00
z ~
PROFILE D
SCALE; 1 40' HORIZ
1"= 4' VERT.
mm le 3: J
LLI IL
424-----'---".
I
oa v CA!~
PROP. 2' BC VALVE
ASSEMBLY A. 1 88
SEAL 1
032652 p 4
PROP. GATE VA VE µ~N A a ov ° o
STA. 0 06 W pIQ WW
416 - - -.----.-.-------I
SIGNATURE
REVISIONS
RES AIMED rINT PIPE TA.0+00 TO 0+88
d
408 -
PROJ.# SW-5006
DESIGN BY: JAB
DRAWN BY:HVG
DATE: 12 11 08
I ~ I SCALE HOR:1"=40'
SCALE VER: 1"=4'
i j
,I SHEET NO.
0+00 0+50 1+00 1+50
2 3

I 2' 6" A r-JOINT FILLER UPSTREAM END OF MOVFPR OW UPSTREAM END OF STORM DRAIN
1 NOTE: MAINTAIN 50' MAX. BETWEEN 2-0 ~ 6 70~ MIN. I~'II II STORM DRAIN IT
1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS. 3' RADIUS- 1/2" RADIUS BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE UP TO ENSURE ~1~11 1/3 PIPE
SEDIMENT ON SITE CONSTRUCTION ENTRANCE IS USED. DIAMETER a
RADIUS 3" RADIUS al- HAT THE MUD ® I
o c a N IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THEUD OVER THE
! a STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED a' o r-3' STONE TO BE USED 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. J BE WASHED N 117 ' 3/4" EXTERIOR PLYWOOD
i ( Y c i EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET ROADWAY BALLAST) WHICHEVER IS 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO 1--~7
1/2, GREATER. THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND D99 1% m EBRIS ON TO IE AREA AND 3/4" EXTERIOR PLYWOOD T=~ ' '1"--P--- I~-17TH T
INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS ON AS l- = a,
FRONT ELEVATION A SECTION A-A INDICATED ON THE FINANCIAL RESPONSIBILITY FORM. FORM. Y 1 ;HARGE TO T
TRANSVERSE EXPANSION JOINT CCMBNP»TIGN CURB AND GUTTER SIDE ELEVATION THE MINIMUM FEE THE TOWN OF CARL WILL CHARGE TO ' CLEAN THE STREETS WILL BE $300 FOR THE FIRST HOUR FLu IRST HOUR BURY BOTTOM N
AND $200 FOR EACH HOUR THEREAFTER. OF PLYWOOD PLYWOOD INLET PROTECTION NorE: ALL PARTIALLY COMPLETED STORM DRAINS
1/8" RADIUS 2,_0., 2'-0" SHALL BE PROTECTED AT THE END OF EACH
4 1_3/4° R PLAN VIEW FENCE POST DAY IN ACCORDANCE WITH THESE DETAILS. STEEL °
i d ~ a ~ I EEL 1- UPSTREAM END OF STORM DRAIN a
0.04 a 1 j8° n~ 3/4" R-, ll I I UPSTREAM END OF
1~ o °e I ~I ( STORM DRAIN OVERFLOW i
r~ I e8 a e a. ay ~a I ~ Fa ( d O € < N
c I 35' MIN. 15' MIN. NEW CONSTRUCTION Nd ~ 1 /3 PIPE ° DIAMETER
E XPRESSINAY GUTTER .4 EmsnlHC ROADWAY ~r 9" 9" (FOR USE ON ALLEYS ONLY) -J' 12' MON. WASHED STONE FILTER I II=,_ <
d. ACROSS PIPE INLET dQ ° WASHED STONE FILTER
ACROSS PIPE INLET
HARDWARE CLOTH
MEDIAN CURB AND GUTTER A.B.O. MINIMUM 6" NOTES: SIDE ELEVATION I- ''SIT IT I?ii~ll Ili II-
DEPTH FABPoC UNDER STONE t. CONCRETE SHALL BE 3,000 P.S.I. II,-~.,,) ( -TIIT~ HARDWARE CLOTH
0 000`0000 ° o °o,e .o I ~ ~ ~'~I T tT~L~
q o0 00 , q ° o o qo , p z. CONTRACTI JOINTS SHALL BE SPACED AT 10' INTERVALS. CROSS SECTION o°Oo,°oo000~°00=,040,owa0°`~C~°~ (A 75' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
l (Y ~A.B.C. UNDER STANDARD 3. FINISH ALL CONCRETE WITH CURING COMPOUND. z STONE FILTER INLET PROTECTION z
aT(I CURB & CUTTER 4. REFER TO NCDOT DETAIL 846.01 SHEET 2 OF 2 FOR CURB AND GUTTER SUPERELEVATION RATES. Q
VJ DETAIL No. DETAIL N( DETAIL No. BE' 1`AIL No.
STANDARD CONCRETE CU'I B AND GUTTER 03000.02 STANDARD CONSTRUCTION ENTRANCE 04000.0 04000.07 STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) T04000.12 C
EFFECTIVE: 09108/05 SHEET OF EFFECTIVE:07/07104 SHEET I OF T si rd r i of a EFFECTIVE: 07/01 SHEET 1 OF 1
v
8'-0" INAXIMUM - 20' MINIMUM CONCRETE BLOCK
VARIABLE AS DIRECTED BY THE ENGINEER DEWATERING
It II NOTES:
II i) PREFER TO DETAIL 03000.13: STANDARD DRIVEWAY APRON. Y APRON. oe oo coca _ ~7Nmq~
I I I SILT FENCE FABRIC 2) REFER TO DETAIL 03000.10: STANDARD METHOD OF REMOVING OF REMOVING Q
MINIMUM 10 GAUGE INSTALLED TO SECOND EXISTING CURB (FOR A DRIVEWAY APRON INSTALLATION). '..._LATION). V9 0 WOULD ADD
LINE WIRES ! WIRE FROM TOP, I MINIMUM 12)2 GAUGE INTERMEDIATE WIRES
3) FABRIC MAY BE ADDED UNDER THE STONE WHICH WOULD ADD (fEXISTING CONSTRUCTION SPECIFICATIONS -ob° ®~I o LIJ
RO DWAY 12' TOTAL LIFE TO THE CONSTRUCTION ENTRANCE. CLEAN STONE (NO 57) ,
GRADE ! 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON o ° C g 1 ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. o G ° O
PIOTE: THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2~
il INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE o THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE cf '1~ o~
THIS ENTRANCE APPLIES ONLY TO ENTRANCES . ES ( STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID p ° ° UNITS. WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE `t'~390~ Cd~~v
] OF INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS. FRONT VIEW i LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING
PLAN VIEW 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
GRAVEL FILTER 2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE
STEEL POST MESH WITH 1/2 INCH OPENINGS OVER ALL BLOCK
WOVEN WIRE FABRIC OPENINGS TO HOLD GRAVEL IN PLACE. W mi ICI
NOTE: 3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN DIAMETER, Q I= =1 X
USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC DOES NOT EXCEED 1 /4 ACRE AND NEVER IN ) PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A ! Z X 44 U)
AREAS OF CONCENTRATED FLOW. o o) KNOCK OUT CURB AND GUTTER NEW c 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN TEMPORARY SEDIMENT WIRE SCREEN H- L6
Fl! L SLOPE CONSTRUCTION EXISTING ROADWAY -I ON GRADE. DOT #57 WASHED STONE IS RECOMMENDED. POOL- -
nl i FOR REPAIR OF SILT FENCE FAILURES,
P USE Nc 57 WASHED S70NE FOR ANCHOR WHEN SILT FENCE IS PROTECTING GRAVEL FILTER j 1 0 1' MINIMUM 16' 0-
III 6" MINIMUM s GRADE CATCH BASIN. -II II I 1111 11=I I I-I II-11 11 I- 711 I I -II 1111 zzzl 1111 I IF - W 2' MAXIMUM SEDIMEN mem U)
M11 5- MINIMUM COVER Hirai 11111- "r~ -ilal~il~li_ it
OVER SKIRT " \-DEWATERING
N ANCHOR SKIRT AS DIRECTED
I BY ENGINEER
"f CROSS SECTION r
I~ Ala SIDE VINW aT
l e~
OF DE"TAILNO. DETAIL Nc DETAIL No. DETAIL No.
STANDARD TE IPORARY SILT FENCE 04000.01 STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE 04000.C 04000.08 STANDARD BLOCK Vie. GRAVEL DROP INLET PROTECTION 04000.13
EFFECTIVF,: 07/Gi104 tl stiff' t OF 1 EFFECTIVE: 07101 4 SHEET I OF t SHEET 1 OF I EFFEC'T'IVE: 07/01/0-41 SHEET 1 OF 1 ~g
5' MAXIMUM I
1 I BANK HEIGHT T~ GALVANIZED HARDWARE WIRE
T_~` TOP ELEVATION OF STORMWATER 0.5'-1' EXTENDS TO 70P OF BOX STANDARD METAL POSTS 2'-0" IN GROUND
~ ~i1- a 1 MAX. . ~~I i I~ I ' i N .u i G, i m _ T-- 5 WAS, QED STONE ilia l
~T v'~~ VARIES I Ii R`4:
III I SURFACE FLOW
EXISTING SLOPE o Z'00,, gd, LT-171 i-I~rl-fir - -77T.' nui o°o0°p ooh uPii i, DIVERSION CE FLOW oe
~-'AL': RIP-RAPS a° dl SEAL
'P", 19,1 ~ oo p o 0 0 0 X00° a V o O°0 0 0o a o o I VARIES I°~oC°~/~O°~o° ,qo °°°~g°°°°ro~° = D 332652
V I '
SIDE VIEW
EXISTING 'CF III SLOPE
EXISTING 1 g
F/ SLOPE 1
>=11~ STONE APPROACH SECTION a SIGNATURE B (~,~QO REVISIONS
VARIES 5:1 MAXIMUM SLOPE ON ROAD -"~I Ob ( 1
DESIGN OF SPILL WAYS STONE OVER 5.~ FILTER CLOTH o °30 SOD _k 0
DRAINAGE AREA WEIR LENGTHI EE o ~ J
0.5'_1' (ACRES) (FT)
i, -KEYED RIP RAP ( 4.0
2 6.0 VARIES 8.0
4 10.0 =LOW /
5 12.0 SURFACE FLOW ORIGINAL STP,EA.MBANK SURFACE FLOW -11 E=_ 11
ri II i~ ~,,#,5 WASHED STONE 1 DIMENSIONS SHOWN ARE MINIMUM DIVERSION 9 "r DIVERSION
IFS~.~ # 57 WASHED STONE PLACED TO A HEIGHT '.PROJ.# SW-5006
OF 12"-18" MINIMUM ABOVE TOP 07' BOX DESIGN BY:JAB
FRONT VIEW NOTES: STREAM _ DRAWN BY: HVG
1. HEIGHT & WIDTH DETERMINED BY EXISTING ° a5 I DATE: 12/11/08
( TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. mS ` Y 2. KEY RIP RAP IN70 THE DAM FOR STABILIZATION. STONE °FILTER CLOTH. ? SCALE HOR: 1 "=40'
87 g SCALE VER: 1"=4'
DETAIL NO. DETAIL N( DETAIL \ P i1 TAIL No. SHEET ET NO.
STANDARD CHECK DAM 04000.06 ~ STANDARD TEMPORARY STRE -M, CROSSING OPTION 04000.1 04000.11 E S T ZVNM R CATCH PAS-1N1 Y.-A R1D INTLET PROTECT aM1ti- 04000.14
EFFECTIVE: 07IG1/04 SHEET 1 R 1 EFFECTIVE: 07/01/041 SHEET 2 of SHEET 2 OF 2 EFFECTIVE: 07/01/041 I SHEET 1 of 1 24

f- CLOSED PICKHOLES (2)
PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE. ..-53/Z'
CONCRETE PATCH SCORED JOINT WITH BITUMINOUS JOINT SEALANT. (TYPICAL) SAWED PAVEMENT CUTS. 15'-0" MAX. 3000 P.SJ / REPLACE WITH 2" SURFACE NOTE-
PATCH SHALL BE 7" 3000 P.S.I. COURSE. (TYPICAL) EXISTING PAVEMENT I 6 CONCRETE OR 7" BINDER COURSE HYDRANT TO BE PLACED WITH 2'-0" MN. - 5/l/4" O no RAISED LETTERING JWQT R (RECESSED FLUSH)
PUMPER NOZZLE FACING THE W-0' MAX. `y4 ly2" Q (TO BE LABELED WATER" OR
EXISTING AV MENT ,.TRAVE. /FIRE LANE CONCRETE SIDEWALK IETE SIDEWALK 9 "SEWER", AS APPROPRIATE)
7' MIN! UM (IF APPLICA 'L ~il _ ti a CURB & Q ~ 4PPLICABLE) -7;/16"
bn P
T- 12" g t GUTTER CONCRETE ENCASEMENT \1 FlNISHED GRADE P~ GRADE 41SHED 7 - BOX SHALL BE CENTERED BADE 2" OVER VALVE 4"
B' STIO ONE ,F T1 DO NOT DISTURB EXISTING STONE 12"~*- 12 o ROADWAY sI,
T7 DO NOT DISTURB I~ ~L( ff, LL MINIMUM, v EXISTING STONE _
COVER z TAMPED CASTIRON VALVE BOX RAMPED - TAMPED
SHALL BE GRANULAR MATERIAL OR FLONtABLE BACCFlLL BACKFILL W y 7 , ALL PARTS SHALL BE OF ~ ~y N ( m O THE SAME MATERIAL AND
FILL TO PREVENT SETTLEMENT MINIMUM OF 6 C 12 a IAINIMUM OF 8 C.F. c D SUPPLIED BY THE SAME ~m
(UNSUITABLE MATERIAL SHALL BE REPLACED) o Ha 87 STONE Nm ST STONE > - MANUFACTURER ~I
PHE - DU PI°cp dIE' I m i
Ell PIPE) UNDISTURBEDL O ~3 SOIL N u J I ~ g„ 15 5 _ 11 u >m
F o PIPE DIA. Ilial
PIPE DIA. z + 18" B 7 %8
I8" MECHANICAL JOINT i=Umi I, I 6y2» 3/8 /8'j
CONCRETE PAVEMENT ASPHALT PAVEMENT CONCRETE THRUST BLOCK 6" GATE VALVE MECHANICAL ANT CONCRETE BLOCKING :ETE BLOCKING
1/3 CY AT 3000 P.S.I. MINIMUM 1/3 CY AT DUCTILE IRON PIPE 3000 P.S.I. 'JM 1/3 CY AT 1
NOTES: 000 P.S.I. 8" J 1 y2"
1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT IS MADE. IF CONDITIONS MAIN LINE TEE DO NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT, PERMISSION TO MAKE A TEMPORARY REPAIR MUST BE OBTAINED
FROM THE TOWN ENGINEER, ggg 10y~° y COMPLETE BOX
NOTES:
2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL SEE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS ARE NOT N9=#, OPERATING. y 1. TOP OF BLOCKING TO BE 2" FROM 4. IF HYDRANT IS LOCATED ON A DOT ROADWAY USE BOTTOM SECTION
{ 1- VALVE BOY. COVER SHALL WEIGH A MINIMUM 26 hs.
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE RESPONSIBLE HYDRANT WEEP HOLES. DOT STANDARDS FOR LOCATION OF HYDRANT FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL CEOTECHNICAL ENGINEER. 2. HYDRANT TEE MAY BE SUBSTITUTED FOR 5. STD. RODDING AND BLOCKING FROM GATE VALVE TO 1-65/8_ 11 2- ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
D.I.P. NIPPLE AND RODDING TO VALVE HYDRANT MAY BE SUBSTITUTED WITH A CONCENTRIC RING RING CAST FROM CLASS 35 GRAY IRON.
4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK-SWELL POTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET RESTRAINT SYSTEM SUCH AS MUELLER AQUAGRIP OR AN ' APPROVED EQUAL PRODUCT PROVIDED ALL PIPE SEGMENTS COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL. 3. TAPPING SADDLES MAY BE USED INSTEAD OF A TEE R AN - 7y8"- WENTS daa 3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
r \ s7 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE. eF FOR WATER LINES LARGER THAN 16 INCHES. ARE RESTRAINED. bo- ~s2e I TOP SECTION MANUFACTURED IN THE U-S.A. or
° e
DETAIL No. DETAIL NO DETAIL No. DETAIL No. s
STANDARD TRENCH AND PA~'EMENIT REPAIR SECTIONS 05000.0 STANDARD HYDRANT INSTALLATION 06000.0 06000.06 _ STANDARD VALVE BOX INSTALLATION 06000.08 z
SHE OF T 1 1 EFPECTIVE:07MI/04 SHEET X OF 1 EFFECTIVE:09/08/05 SHEET I OF I EFFECTIVE: 07/01/04 SHEET 2 OF 2 'de
2" GALVANIZED VENT AT HIGH END OF CASING. VENT TO HAVE INSECT SCREEN WELDED TO END. _
VENT TO BE USED FOR ALL STREAM CROSSINGS MAIN SIZE END PIPE SIZE
Y NOT REQUIRED FOR TYPICAL ROADWAY BORES. 3.0' _ t GRADE 4" - 120 2" BLOW-OFF
ENCLOSE ENDS WITH 8" BRICK MASONRY '-~u-~T~~ ~__IN w 16" & GREATER AS APPROVED BY TOWN ENGINEER
I (SEAL WITH NON-SHRINK GROUT AS REQUIRED)
STEEL SPIDERS / y\\~j/\\ \~\j` ~~\y\j\ [ m
NgJL-
I NOTE 1. FOR MAINS THAT ARE TO BE EXTENDED USE A
LOCATION SHOULD BE COORDINATED WITH VALVE EQUAL TO THE MAIN SIZE AS THE BLOW-OFF VALVE
AND THEN REDUCE TO THE 2" STANDPIPE.
w_rT7 - C NCDOT ALONG STATE MAINTAINED ROADWAYS. (CARRIER 2. ROD SHALL BE "HOOKED" INTO THRUST COLLAR. 99
1 I PIPE]
f ~ v CARRIER PIPE WHEELCHAIR SEE STANDARD VALVE BOX INSTALLATION DETAIL 06000.08
F SLOPE TO DRAIN /~~~~./T. Y i?Y RAMP SIDEWALK PAVEMENT
DRAINAGE GRAVEL SLIP JOINT DA.P m Imm
(10 CU. FT. STONE) CARRIER MAIN STEEL ENCASEMENT PIPE j v
3/4" WEEPHOLE AT LOW ti 2 a BRASS NIPPLE CONCRETE P ~
POINT OF CASING ELEVATION NO OBSTRUCTIONS IN THIS AREA PROPOSED 3' CARRIER PIPE STEEL ENCASEMENT --~-m', HYDRANT 5/8" THREADED RODS (EACH SIDE), (6 MIN. LENGTH THREADED COUPLING q
I PIPE v (INCLUDING LANDSCAPING) STEEL SPIDERS am 2' MIN. STANDARD VALVE BOX----_ 6"-12" FROM HOOK ENDS INTO CONCRETE COLLAR Z 19 x FINISHED GRADE
5' MAX. U!y o -BACK OF CURB )F CURB TAMPED BACKFlLL ~ I-
V TAMPED BACKFlLL 2" THREADED W BRASS PIPE D
NOTES : &"r 3/8" STEEL PLATE CURB Y I ~ ~ GUTTER
1. STEEL "SPIDERS" SHALL BE USED FOR SUPPORT OF DIP CONCRETE BLOCKING 00~
THE CARRIER PIPE WITHIN THE CASING PIPE. CONTINUOUS WELD Gam` MIN. 1/3 C.Y. AT 3000 P.S.I. 3: Lu
p BOTH SIDES (T, P.) 2. A MINIMUM SPACING OF 2 SPIDERS PER JOINT OF C 14' MIN. 3'
CARRIER PIPE SHALL BE REQUIRED. i1 30' MAX. THRUST COLLAR CONCRETE 5' MIN. 2" GATE VALVE 2" THREADED BRASS
C 3. THE SPIDERS SHALL BE SPACED EVENLY ALONG THE @ MECHANICAL JOINT PIPE (±12" IN LENGTH )
CARRIER PIPE SUCH THAT EACH SPIDER SUPPORTS I THE SAME UNIT WEIGHT OF THE CARRIER MAIN. ) ENO TAPPED CAP
~)r ( ELEVATION re J n 4. FOR CASING SIZE SEE STANDARD SPECIFICATION ~~11.w , wir y SECTION 05000.
gg
DETAIL No. DETAIL N CARRIER PIPE 105000.02 STANDARD HYDRANT LOCATION 06000.C DET kIL No. I p DETAIL No.
G6000.07 STANDA 2" BLOW-OFF ASSEMBLY 06000.11
EFFECTIVE: 09/08/05 SHEET I OF 1 EFFECTIVE: 07101i04 SHEET 1 of 2 IOIFI SHEET i of z EFFECTIVE:07/01/04 SWEET
I TOP OF METER SHALL BE LOCATED WTHIN TOP ENTRY VERTICALLY TOWN MAINTENANCE
1s3'{ 5" TO B" OF SURFACE AND CLEAR OF UD ALIGNED CARTRIDGE w ENDS 72" BEHIND UNDISTURBED SOIL
DUAL CHECK VALVE o E METER BOX ,II 1 ADAPTER SHALL BE PROVIDED (ASSE APPROVED) c 1' (UNPAVED AREAS) 7 _T CONCRETE (3000
~I I FOR METER BY TOWN OF CARV-, \ 7 ¢ I VALVE BOX COVERS CONCRETE ENCASEMENT II I 18° ROADWAY EXISTING GRADE ' AT 3000 P.S.I. 11'I' . il}"~TI~I 'I THRUST COLLAR ~li ;i
CONCRETE THRUST } TRENCH WALL A B ;
A -ILL/AyVA/ %AA~%/ AT ^ ~i 10.5" X. TYPICAL FINISHED GRADE - TYPICAL FINISHED GRADE LOCKABLE ANGLE COLLAR (3000 P S.I-)
BALL VALVE - _ A\ IN PAVED. AP,EAS IN UNPAVED AREAS W r C, D.I.P. ANCHOR D.LP.
FRONT VIEW CONCRETE BLOCKS / T/A! 1 1 ME _ _v v RING e I MAIN MAIN
SEE INSET) n a 1a° _ _ , v ' tiv~v~ 26" Mlly. II II~II III II~II.II' ti
T -t- ° ,MIN. i -----TAMPEC C SEAL TRENCH WALL BACKFILL
WITH TYPE "K" S0, COPPER PPE, 'a7VA~~ ~I A " NO jOINiS OR COUPLINGS o 032552 a ANCHOR H-I I=iii-u .'J-',u u~u 11
AND COMPRESSION' CONNECTIONS. N, 15 18' STANDARD T 1 BASE COURSE 71 COPPER 18 4' MIN. DEPTH UP TO SIDEWALK. AT ~uq RING
SERVICE x "O-'-2' O"~ t , . V I <1 SIDEWALK TRANSITION TO 26" DEPTH.- I LINE CRIMPED (PAVED AREAS) ~ - -T `-UNDISTURBED SOIL SECTION VIEW
_1 L~II I 12" THICKNESS I-2, CAMPED 111 a III o BACKFILL (PAVED AREAS)
H OR HIS BITUMINOUS _ 12° THICKNESS 1-2, GALVANIZED CONCRETE MAY BE USED 'ED AREAS) PLAN VIEW IICKNESS I-2,
SIG'F VIE4 BRACE PIPE ( ,1111" H OR HB BITUMINOUS J _ E N - Iii III- o DaooO a CONCRETE MAY BE USED IB BITUMINOUS SEE NOTES SIGNATURE
t TO ,(REQUIRED) I 1160' 7 WATER VALVE 80X N pQOpO E MAY BE USED 1-11 1 VIED AREAS) SCHEDULE REVISIONS
SKID RESISTANT SURFACE -III_II II-II il-III 1111 -)III-11 ~II_II~II~'I-II~III III (UNPAVED AREAS)
111 1I_1~ l-~ ~ -1F FORD VEND 74-15W-44-44 G, 6 CONCRETE ENCASEMENT ENCASEMENT ? I
hi `Ihll '(I~~ I III KIi~' MUELLER B-2470-6A OR 1 AT 3000 P.S.I. NOTE TO CONTRACTOR CAMBRIDGE 5020-715-H3H3-UQ 5000 P.S.I. 1 PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED. J•
I / t2 :57 VALVE BOX SHOULD NOT - CORPORATION STOP MIDISTURBED SOIL) WASHED STONE COPPERSETTER FOR 1" VALVE BOX COVER A B C a f MAIN R
11-4 METER, BRACE PIPE REQUIRED CONTACT MAIN OR VALVE . VALVE (TO BE LABELED "WATER° OR "WATER" OR 6", 8 12" 1'-0" 2° ONE Q,
7(7.7-7 ° "SEWER", AS APPROPRIATE), 'ROPRIATE) 16" 1'-4» 1'-0» 2° ONE ~p-
T-4X6 CAST IRON READER NOTES,, L- " I MAIN MAIN 1) WATER METER SHALL NOT BE LOCATED IN AREAS SUBJECT TO VEHICULAR $ PLAN VIEW 20" -4" 1 -0 3" ONE A
LC TOR VIFW TRAFFIC. 3 24" 1'-4" 1'-0° 3» TWO I a
2 ALL PLASTIC METER BOXES SHALL BE AS MANUFACTURED BY MID-STATE PLASTICS WITH HEAVY DJTY RATED NON LOCKING POLYMER CEMENT COVER NOTES I 30" V-4., V-2,. 4" TWO
~ '6 STANDARD HEAVY WITH CAST IRON READER DOOR AS APPROVED BY THE TOWN. SET BOX ON TWO ROWS 9 TAMPED 36° V-4" 4' TWO REINFORCING PROJ.# -5006
DU T TCP BOX 3) ALL FIBERGLASS METER BOXES :17TH POLYMER CEMENT COVERS SHALL BE OF 4%8`x16" SOLID BACKFILL BLOCKING 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. DUT MAS MANUFACTURED BY CDR SYSTEMS CORPORATION WITH A HEAVY DUTY CONCRETE BLOCKS--) ALLOWED. ~ CROSS SECTION SW DESIGN BY: JAB
RATED COVER AND CAST IRON READER DOOR AS APPROVED BY THE TOWN. ~ 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH --g 4) ALL SERVICE LINES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA r DEPTH NOTES: DRAWN BY:HVG
E 0800. SLCTICN VIEW IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A A DATE: 12/11/08 6" TO 16" MAINS = 12-N0. 7 BARS
BACKFLOW PREVENTt7i, AN APPROVED METER SETT€E2 WITHOUT THE DUAL 1 7A 5) FOR NON-RESIDENTIAL APPLICATIONS THAT REQUIRE AN ABOVE-GROUND MANUFACTURER, APPROVED EXTENSION KIT. 20" TO 36" MAINS = 12-NO. 8 BARS SCALE HOR: 1 "=40'
CHECK ASSEMBLY MAY BE UTILIZED. I 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAW AREAS 8, a BRACE PIPE ~ = PAVED AREAS. g ARS PLACED As SHOWN SCALE VER: 7=4'
"I g DE'CA7LNo. ~ DETAILN~
DETAIL No. i = DE-FAIL-No. SHEET NO.
INTERIM RtiISsE N, STANDARD i"'WATER SRIJICE &METER 0 a INST.iLi ATION 06000.01 STANDARD VALVE BOX INSTALLATION 06000.0 06000.08 i STANDARD THRUST COLEARTNSALLAON t 06000.14
EFFECTIVE: I2-10-07 SHEET 2 OF 2 EFFECTIVE: 07/01/04 SHEET 1 OF SHEET 1 or 2 ,EFFECTIVE: 07/01/04 1 SHEET 1 OF 1 25

1 1/4° RAISED LETTERING ALL FILLETS STANDARD MANHOLE RING AND SOLD COVER FOR SANITARY B R 1/4 -ALL FILLETS 2-2" GALVANIZED STEEL 90' Ismis
COVER LABELED APPROPRIATELY 0 ® SEWER IN PAVED AREAS (RECESSED FLUSH) 2 R 1/4a ELBOWS WITH BUG SCREEN
(SEE DETAIL 07000.03) STRAP SPACING: 1" x 1/8" GALVANIZED STEEL STRAP
COMBINATION BUG - 1 EVERY 3'
_ FINISHED GRADE AIR VALVE-y- ~ORSH qR0 (2) OPEN 'ICKHOLES -1/2• SCREEN - MINIMUM OF 2 REQUIRED 2° GALVANIZED STEEL PIPE
{ y 0 DIAMETER ~ FILLETS ®R 1 1 /8' ~ ~ ? O
VENT VARIABLE
BRASS PIPE r 87
ECCENTRIC CONE COLLAR A A m SECTION COMBINATION AIR BRASS VALVE -2" GATE VALVE 2 VARIABLE
\ SEE PLANS
VALVE SIZED FOR p 0 B i y B THE PROPOSED USE BRASS PIPE gRy S~
r-CORPO?A ON STOP ~1/2° MINIMUM W
M
I° -OM VIEW
D.I.P. RING TOP VIEW COVER TOP VIEW COVER BOTTOM VIEW PRECAST MANHOLE, THREADEDI MAIN
SECTION ROD COLLAR 25 1 4"
t°µT" °qa I O w
lik, ° a°RTM CgAO ~RtX °4R0 SEE PfOING PIPING DETAIL 3j4 3 4" MIN. a `'a 6 0 ENCASEMENT
DETAIL IL FOR jI PIPING ' 4" X 4° TREATED TIMBER
_ 23 1/2"
D.I.P. MAIN NOTES: " m n NOTES: • - ~ 1 1° ggree broad a T°µN' III
f 'L F 4 MIN. I. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS 3°
16' AIR VALVE . ALTERNATE LETTERING -ETTERING
! 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE 24 3/4" MIN. PLAN VIEW
` ~12 No 57 STONE IZ BRASS OR BRONZE UNLESS NOTED- 2 1/8 MINIMUM 331 4' j3" SPECIFICATIONS: II I I
ax , 3. MANHOLE STEPS SHALL BE PLACED 16" O.C. AS SHOWN 1. CLASS 35 GREY IRON.
SECTION "A-A" 4° 2. COMPLIES WITH ASTM D A48 CL35B. i4. 48° BY DETAIL 07000.02. NOTES s CL35B.
WITH TH A 3. CASTING TO O B BE COATED A WATER a. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MINIMUM WE3GHTS BASED ASPHALT PAINT (BLACK). MTH BLACK). A WATER
MANHOLES LESS THAN 5' IN DEPTH. SECTION B-B 4. ALL LETTERING SHALL BE CLEAN, CRISP, B~CK1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE WAIL CLEAN, SHALL BE CORED WITH A CONCRETE CORING MACHINE ELEVATION VIEW
RING 190 AND CLEARLY LEGIBLE.
5. MANHOLE INTERIOR SHALL BE EPOXY COATED FOR COVER 120 5. DOMESTICALLY MADE & MANUFACTURED A SEWER MANHOLES. 87 TOTAL 310 IN THE USA. ANUFAC71RED 2. LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE CONSTRUCTION INSPECTOR KITH WATERTIGHT RING AND COVER VENT TOP TO BE ELEVATED e AT LEAST 18" ABOVE THE 100 YEAR FLOOD PLAIN ELEVATION.
I DETAIL No. DETAIL Nc STANDARD COP II3 LAT'ION AIR VALVE MANHOLE STANDARD MANHOLE RING AND COVER DETAIL No. DETAIL No.
07000.03 STANDARD TYPICAL MANHOLE VEND 07000.04 co
FOR MATER, RECL AIMED VNATER, OR SEWER MAINS 06000.15 07000.C EFFECTIVE: 09/08/05 SHEET, of 2 EFFECTIVE: 07T (TYPE I PAVED AREAS} SST H OF s SHEET I OF 3 EFFECTIVE: 07/01/041 SHEET I OF I
rLES TO BE
USE FOUR 3/8 INCH ANCHOR BOLTS STANDARD MANHOLE RING & COVER (2) 1/2" x 1 3/4" HEX HEAD, 2 VENT HOLES TO BE (SEE DETAIL 07000.03) STAINLESS STEEL BOLTS AND 1 1/4" RAISED LETTERING SPACED OPPOSITE OUTER RIN EACH WASHERS AT 180' COUNTERSUNK. 'POSITE TO
TO BOLT FRAME TO SPACER. USE ROPE ® ® BOLTS & WASHERS TO BE TYPE (RECESSED) (HOLES TO BE 1" DIA.). .R IN OUTER RING BE 1° DIA.).
MASTIC SAL BETWEEN FRAME & SPACER. 316 STAINLESS STEEL
20" MAXIMUM T H MINIMUM 3/8" x 1-1/2" BOLTS STAINLESS STEEL ANCHOR
FROM MANHOLE BREAK POINT P0, 14 (2) OPEN 0 TO TOP OF RING AND COVER y < PIgWOLES
ECCENTRIC v 1° aAMETER CONCRETE ENCASEMENT (POSITION AS SHOWN) (3000 P.S.I. MIX} (4 REQUIRED)
TAPER UNIT FILLETS 0 R 1/8 CONCRETE ENCASEMENT 3000 P.S.I. MIX (TYP.)
V-00, 3'-0°, OR V-0" ~2'-0"-~~ 87
R 1" 2° MINIMUM FINISHED
B .r B 7° TYPICAL GRADE (TYP.)
® gRY 5~ 0 O
ALL FILLETS R 1/ C,~RT ti CARP 1 R 1/2- A BASE
X1/2" MINIMUM ' ALL LIFT HOLES WHICH COMPLETELY B
PENETRATE THE MANHOLE SHALL BE FOUR Y COVER TOP VIEW COVER BOTTOM VIEW 4°-0°, V-00, OR 6'-0° FILLED WITH NON-SHRINKING GROUT ANCHOR RING TOP VIEW -TOM VIEW 24' MINIMUM ° r9AIN. COURSE (TYP.)
STANDARD COMPACTED
DIAMETER BOLTS i MANHOLE BACKFILL (TYP.)
25 1 4° OpTN CAR ETA ~ ~
O-RING OR BUTYL RUBBER JOINT-- ALL EXTERNAL JOINTS SHALL SEALED °RTx cq~o °RTx cgRo !WITH AN APPROVED JOINT SEALING MATERIAL 23 3/4" x Y4- MIN. a ~~0 °`v Ry 5 d
° 231/2" 0 O
C4 RISER UNIT aTOQ~
MANHOLE STEPS ALONG A VERTICAL WALL OVER ~ Ia 5° n ~ 3° ~1. ly q T E R g r ° R d STANDARD MANHOLE SECTION VIEW LU W6
THE EFFLUENT PIPE AND VERTICALLY ALIGNED TERNATE (SEE DETAIL 07000.02) -1 _T AL LETTERING ETTERING RING AND COVER 19 I=
BASE UNIT 24 3 4° MIN. PLAN VIEW
2 1/81 .tN4IF.S 3314" 3" SPECIFICATIONS
PRECAST CONCRETE INVERT R 1. CLASS 35 GREY IRON.
MEETING SPECIFICATIONS 1. ALL MANHOLE CONNECTIONS SHALL BE 4° 2 COMPLIES WITH ASTM A48 CL35B. PREFABRICATED OR CORED WITH A SECTION 7'A-A" CONCRETE CORING MACHINE 3. CASTING TO BE COATED WITH A WATER I CL35B.
PATH A WATER BLACK). N 92
MINIMUM WEIGHTS BASED ASPHALT PAINT (BLACK). ~ f 2. ALL MANHOLES SHALL BE VACUUM TESTED. SECTION "B-B" 4. ALL LETTERING SHALL BE CLEAN, CRISP, CLEAN. CRISP.
5 RING 180 12° BEDDING (57 STONE)-- AND CLEARLY LEGIBLE C01ER 12® 5. DOMESTICALLY MADE & MANUFACTURED 1. MANHOLE RING TO BE BOLTED AS SHOWN W/ ROPE MASTIC SEAL BETWEEN FRAME & SPACER.
e~0 s~ TOTAL 300 IN THE USA. ANUFACTURED 2. INSURE CONCRETE ENCASEMENT FORMS BOND AROUND UP OF MANHOLE TOP. alic R7,
DETAIL No. DETAIL NI DETAIL No. DETAIL No.
STANDARD PRECAST CONCRETE MANHOLE STANDARD MANHOLE RING AND COVER 07000.01 000.01 (TYPE 2 FOR OUTFALLS OR UNPAVED AREAS) 07000.C 07000.03 STANDARD MANHOLE RINUG ANA COVER ENCASEMENT 07000.05
EFFECTIVE: 07/01/041 SHEET H or i EFFECTIVE: 07/01/04 BEET 2 OF 2 SHEET z OF 3 EFFECTIVE: 07/01/04 SHEET I OF 1
(4) 1/2° x 1 3/4" HEX HEAD,
STAINLESS STEEL BOLTS AND 1 1/4" RAISED LETTERING ALL FILLETS PROPERTY NOTE -ALL
WASHERS AT 180' COUNTERSUNK. (RECESSED FLUSH) 0 R 1/4" BOLTS & WASHERS TO BE TYPE ® FILLETS 1/° THREADED BRASS PLUG LINE ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS ( 1. DO NOT REMOVE PLUGS UNTIL SEWER
NOTES; 316 STAINLESS STEEL (MERE THE WYE. BEND AND RISER MUST BE DUCTILE IRON) s" MIN. STREAMN S UNOR OTHERWISE DER ONE (1) YE ROVED
1. VERTICAL SPACING . 16" D.C., ON VERTICAL WALL ONLY. ~oRTH AR0 0 (2) CLOSED 0 0
ES ® CURB & GUTTER FINISH GRADE FOR OPERATION BY TOWN OF CARY. SIDEWALK -
2 STEPS TO PROTRUDE 5' FROM FACE STRUCTURE WALL, 10 D CORROSION RESISTANT t I 1° IAMEfER 1/2° 2. SANITARY SEWER SERVICES WHICH
MATERIAL AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS AND A ~ FILLETS Q R 9/8" ~ HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED. PAVEMENT ~ 1 ~ 1=r,1_I I~ 11 I I~ I - - - ARE 8 FEET TO 20 FEET DEEP SHALL o S g REQUIRE BEDDING IN ACCORDANCE o
WITH DETAIL 07000.13 FOR FLEXIBLE
0 87 3. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT UNE A A m o R 1" 1/2° DIAMETER v R 1" - _ J z 1/8th BEND PIPE. SEWER SERVICES OVER 20 o FEET DEEP AND UNDER 3 FEET DEEP SEAL
STEEL Roo g g 1/16 OR 1/8 BEND q WYE SHALL REQUIRE D.I.P. 03265 R ~2 ~
® 0 Tq s~ 0 0 g MINIMUM GRADE OF 1.0% WATER TIGHT
GI , i PLUG R 1/2°a
SECTION 1/2° MINIMUM R 1/ nNU-ir ~
FOUR COVER TOP VIEW COVER BOTTOM VIEW II~II~INIill TOM VIEW ~I-iI1= TI III COMPACTED SOIL
MAIN T SIGNATURE
BOLTS RING TOP VIEW 1 L 25 1 4° TAP TO BE MADE ON THE TOP QUARTER OF
POLYVINYL GASKET a°RTx cgRo a°RTx cPOo THE MAIN. IN LINE WYE IS THE PREFERRED THREADED BRASS PLUG OR REVISIONS QO METHOD FOR SANITARY SEWER SERVICES. CLEANOUT MANHOLE CASTING e PER DETAIL 07000.12
3/4!' 23 3/4° BETWEEN COVER MIN. AND RI r{ a p `i - I AND RING SEAT
WATER TIGHT WITHIN 5' OF
23 1/2- BUILDING
2" 1 " m THREADED eRass PLUG PLUG a T ° w FINISHED PAVED SURFACE
I ~ ~1" WgTE dt°Rd GRADE ,111!111II-III-1I III=
9ry~1jN n 3° - ALTERNATE LETTERING ETTc E'RING
24 3/4° MIN. a-~4• THICKNESS SEE ENCASEMENT
33 1 4° 30 SPECIFICATIONS: 3000 P.S.I.Lz DUCTILE IRON PIPE- DETAILS PLUG BOTH SERVICE CONCRETE 6° PIPES WITHIN 5. OF
1. CLASS 35 GREY IRON.
SECTION "A-A" 4 2. COMPLIES WITH ASTM A48 CL35B. I cL3se. 6• BUILDING PROJ.# SW-5006 WTH A WATER SIDE VIEW DUCTILE IRON DESIGN BY:JAB
ENCAPSULATED STEEL STEP 3. CASTING TO BE COATED NTH A WATER MINIMUM WEIGHTS BASED ASPHALT PAINT (BLACK). BLACK). TOP VIEW 1/8tn BEND DRAWN BY: HVG
SECTION "B-B" 4. ALL LETTERING MALL BE CLEAN, CRISP, CLEAN. CRISP' DATE: 12/11/08
RING 180 AND CLEARLY LEGIBLE. 1 COVER 120 5. DOMESTICALLY MADE & MANUFACTURED ANUFACTURED WATER TIGHT SCALE HOR: 1"=40' (FOR WELL MAINTAINED AREA) DUCTILE IRON WYE PLUG
I s2. 4 9 i TOTAL 300 IN THE USA. a ALTERNATE IN PAVED AREAS SCALE VER: 1"=4'
1 DETAIL No. DETAIL Nc DETAIL No. DETAIL No. SHEET N0.
~ MANITOLE STEPS ~ STANDARD MANHOLE RING AND COVER I 0 , 000.02 (TYPE 3 FOR WATERTIGHT MANHOLES) 07000.0 07000.03 ST'ANTDA SAN RDI SEVER T'AB' AN`ID SERVICE 07000.10
2 EFFECTIVE: 07/01/041 SHEET I OF I EFFECTIVE: 07/01/04 SLEET 3 OF SHEET 3 OF 3 EFFECTIVE: 09/08/05 SHEET 1 OF 2 26

APPROVED SEDIMENT: FILTERING DEVICE (SILT IBM BAG). PROVIDE POSITIVE DRAINAGE FROM STREAM DIVERSION PUMP
SILT BAG TO STREAMS DISCHARGE HOSES
SPECIFICATION TIME (min: sec) REQUIRED FOR PRESSURE DROP FROM 3-1/2 TO 2-1/2 PSIG P
MEN TESTING ONE PIPE DIAMETER ONLY ~.-DEWATERING PUMP INTAKE HOSE
PVC SADDLE DISCHARGE ONTO STABLE RIP RAP
SPECIAL GASKET BY THE DIP SADDLE PIPE DIAMETER, INCHES
PIPE MANUFACTURER VRiH 8 SCOUROHOLEVENT P:.,;,. STREAM A.NK
SILICON SEA 4 6 8 10 12 15 18 21 24 SOLVENT CEMENT SEAL TO BOTH DESK APPLIED - -
25 0:04 0:10 0:18 0:28 0.40 1:02 1:29 2:01 2:38 L~.~ FLOUR
J- 50 0:09 0:20 0 35 0:55 1:19 2:04 2:58 4:03 5:17 F INTAKE ~v SEDIMENT HOSE CLEAN WATER _p~SUMP-HOLE FOR POOL
75 0:13 0:30 0:53 1:23 1:59 3:06 4:27 6:04 7:55 100 0:18 0:40 1:10 1:50 2:38 4.08 5:56 8:05 10:34 DIKE-~® DIKE (12' TO 18 DEEP 2' DIAMETEP,} uj >m
- o
. SEWER ® SEWER MAIN FLOW MAIN FLOW 125 0:22 0:50 1:28 2:18 3:18 5.09 7:26 9:55 11:20
uj 150 0:26 0:59 1:46 2:45 3:58 6:11 8:3D
IA 1 175 0:31 1:09 2:03 3:13 4:37 7:05 WORK AREA LENGTH NOT TO EXCEED THAT .i 94
200 0:35 1:19 2:21 3:40 517 12:06 WHICH CAN BE COMPLETED IN ONE DAY m
w DOUBLE STAINLESS 2 STAINLESS STEEL BANDS Z 3: IIIII= 14 Ing
STEEL BAND n 225 0.40 1:29 2:38 4:08 5:40 10:25 13:36 PLAN VIEW
U- 250 0:44 1:39 2:56 4:35 8:31 11:35 15:07 0 275 0:48 1:49 3:14 4:43 9:21 12:44 16:38 NOT TO SCALE
PVC PIPE DUCTILE IRON PIPE F_ 300 0:53 1:59 3:31 10:12 13.53 18:09 TEMPORARY PUMP AROUND SEQUENCE Imm
0 1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.
W 350 1:02 2:19 3:47 8:16 11:54 16:12 21:10 2. INSTALL UP-STREAM SANDBAG DAM.
400 1:10 2.36 6:03 9:27 13:36 18.31 24:12 3. INSTALL DOWN-STREAM SANDBAG DAM. 4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
5. STREAM BANKS MUST BE STABILIZED AT THE END OF EACH DAY.
450 1:19 2:50 6:48 10:38 15:19 20:50 27:13
NOTES: 500 1:28 5:14 7:34 11:49 17:01 23:09 30:14 NOTES:
1. PVC SOLVENT CEMENT SHALL BE USED FOR PVC SADDLES. 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED
AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. 2. WATER FROM THE WORK AREA. SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED
2. TRUSS SADDLES SHALL BE USED WITH TRUSS PIPE DEVICE. THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE
3. DIP CONNECTIONS SHALL BE MJ IN-LINE WYE OR ROMAC SEWER SADDLE TYPE CB OR OTHER AS APPROVED. 87 1 a7 WITHOUT CAUSING FURTHER EROSION BETWEEN THE SILT BAG AND THE STREAM BANK.
Pr I DETAIL No. DETAIL Nc DETAIL No. TEMPORARY PUMP AROUND
STANDARD SANITARY SEWER LATERAL CONTNECTIONS [067000.11 STANDARD AIR TEST TABLE 07000.1 07000.16 m
EFFECTIVE: 07101/04 s1~r 1 OF 1 EFFECTIVE: 07/01/04a SHEET 1 OF 1 AS PROVIDED BY NCDEN - LAND QUALITY DIVISION SHEET a OF t
FILTER OF 1 INCH DIAMETERo " 57 WASHED STONE ° °
COMPACTED BACK FILL COMPACTED BACK FILL o°O 1 06 r "°o
c $ r0 °0'~0 000 o
NOTE: o° L oo a°o SILT FENCE FABRIC TO OVERLAP o O oo O,o30 o a °
HARDWARE CLOTH BY 12 INCHES \ o o ! 000°°° 80, O°~ - a o0 0000°0~0 0 0°oo°oc 000
UNDISTURBED UNDISTURBED TRENCH WALL
TRENCH WALL FLOW DO NOT BUILD INVERT OR REMOVE SOLID WALL FLOW STEEL FENCE POST \
BLOCKAGE UNTIL SYSTEM
1 IS APPROVED WIRE FENCE `HARDWARE CLOTH STEEL FENCE POST SILT FENCE FABRIC ON WIRE FENCE
1 HARDWARE E CLOTH ON WIRE FENCE
FILTER OF 1 INCH DIAMETER PLAN VIEW 57 WASHED STONE ~J
INITIAL TOP OF PIPE 6"
BACKFlLL USE SOLID BRICK/BLOCK & MORTAR )RTAR a
SPRING LINE EMBEDMENT FLOW DIRECTION ° 18
ING EMBEDMENT V J PIPE DIAMETER MINIMUM PEE HAUNCHING MATERIAL HA MATERIAL UNC 0 H GRADE STEEL FENCE POST SET_
T B" - 12" 4" - -m _ HARDWARE CLOTH--1 MAXIMUM 2 FEET APART (-WIRE FENCE p~®
6" MINIMUM BEDDING 4" BEDDING MINIMUM 16" -OR GREATER 8• IT z iii
SIDE VIEW
SILT FENCE '
SPECIAL BEDDING STANDARD BEDDING 6" OVER TOP FABRIC VERLAF I ~ I
VERLAP 12 12 1 Li L !-Lill
FOR 14'-20' DEPTHS FOR 3' -10 14' DEPTHS OF PIPE 1 DO NOT BUILD INVERT E' INCH INCH
FLOW OR REMOVE SOLID WALL _ GRADE Lu
NOTES BLOCKAGE UNTIL SYSTEM FLOW IS APPROVED
1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO. 78M WASHED STONE IS TYPICALLY USED). - i
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL N4IE 12" BEDDING
3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO LOCATED IN MUST MANHOLE FROM TIE-IN. FROM TIE-lid.
SOIL TYPE, OR MOISTURE CONDITIONS SOLID WALL MUST BE BUILT BEFORE BEFORE 4 ! NOTE: 1 BURY WIRE FENCE, HARDWARE CLOTH,
LAYING NEXT RUN OF PIPE. 4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 20 FEET IN DEPTH MUST BE D.I.P. 87 FRONT VIEW AND SILT FENCE FABRIC IN THE TRENCH
y DETAIL No. DETAIL Nc DETAIL No. DETAIL No.
BEDDING FOR FLEXIBLE & SEMI RIGID SANITARY SEWER PIPE 07000.13 SANITARY SEWER PROTECTION DURING CONSTRUCTION 07000.1 07000.17 S A'~I)ARD SILT FENCE OUTLET 313-2
EFFECTIVE: 07101!04 SHEET 1 OF 1 EFFECTIVE: 07101104 SHEET 1 OF 1 SHEET I OF 1 EFFECTIVE:
NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
TRENCH CD VARIES GRADE WIDTH PROTECTED BY FENCING, AS ILLUSTRATED.
GRADE WIDTH 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
PIPE DIAMETER LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
I -III- I 111 III=1 = u i = ( I ON PLANS, PRIOR TO COMMENCEMENT OF -III- CONSTRUCTION.
12" 12" w- = 1=11 -
~ III ~.II I-III ww ~-III=I. 3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
IIHII- OF ONE EVERY 300 FEET. THE SIZE OF EACH Q~ SEAL f°. SIGN MUST BE A MINIMUM OF 2 FEET BY 2 FEET g g 032652 z
ll T_I- 11_1 II-j
I~ =1 II -III- III- c AND MUST CONTAIN THE FOLLOWING LANGUAGE Q -I i If W "TREE PROTECTION ZONE, KEEP OUT".
- - II Ili" I[-I~=11F ®i ® Hill!! °illi~, 3. THERE SHALL BE NO STORAGE OF MATERIAL
CONCRETE 18" MINIMUM ` Ri WITHIN THE BOUNDARIES OF THE TREE PROTECTION `°°aoo o
ENCASEMENT D.I. PIPE 14 p FENCE MATERIAL: N_ FENCING. 3 ORANGE, UV RESISTANT
UTILITY 12 - 6„ a-; HIGH TENSILE STRENGTH of 4, TREE PROTECTION FENCING SHALL BE MAINTAINED SIGNATURE
CONCRETE LINE __T12' a POLYETHYLENE LAMINAR o. THROUGHOUT THE DURATION OF THE PROJECT. REVISIONS
ENCASEMENT - ° _ (DIAMETER DIP I e ` VARIES) a BARRICADE FABRIC ~ w.
- ANT if-SEEP a r n
- COLLAR - ~t2" -II I~ I i =1 I I- I-
END VIEW
VARIES X11)l,i °4 III= _ I=III= (I- i TREE 4' MINIMUM
T r LI_~ a. Z~E (I (I p KEEP OUT
12" X11=III=III= I 1 I- P
CROSS SECTION ( ANTI-SEEP COLLAR. GRADE
CLASS B CONCRETE. 2' MINIMUM PROJ.# SW-5006
SECTION AA
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I. PLAN VIEW u ~k DESIGN BY: JAB s' O.C. ~ DRAWN BY: HVG
2. CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT pp MAXIMUM DATE: 12 11 08
l' LEAST THREE (3) FEET UNDER CENTERLINE OF CREEK BOTTOM. H POSTS MAY BE 4" DIAMETER FINE, , 2° DIAMETER OAK, OR 1.33 #/LF STEEL I.SCALE HOR: 1 "=40'
\ „ . ' 67k i8 67 SCALE VER: I"=4'
~ ~ DETAIL No. DETAIL Ni DET, [L N,. DETAIL No. SHEET NO.
STANDARD CONCRETE ~ FOR STraREt-`iM CROSSING 0700Q; 4 MITI-SEEP COLLAR BB-1 ENCASEMENT TIREE PROTECTION' FENCE
EFFECTIVE: 07/01/04 SHEET 1 OF 1 EFFECTIVE: SHEET 1 of 1 sNeeT I of 1 EFFECTIVE: 27

0 0 z gmr z O oo
~-I 100'TO200' 0.1 anE 1= I-
Z Q } 0 (z) CROSSROADS y Q Q - D CROSSROADS CTION) a na Z 0 I U
cl) g x smo-a Z O_ 3 p O -n A oe'Y' Ix1ERRSErnaN 1- Z -N II 2a' 49 x <e' 4a" z4a' LL J O = U r z -1 Cl) ROAD ROAD Tray' LL J O O Z CLOSED ` O O 0- =
O O A D 20' M p O O Z T!1 A Z D CLOSED w20-} t : M4 _ ~10D w m QZ= =oD Om 4e•x4e• 1 oR M4-1 01tM) < DR M4-IPLtOL i, W Q Z LL =
z ITT L,_ M O O O Q O Z O C9 - , NEXT LEFT 500 I :1 z O - l(n- U Q O O
LLJ 0 z U_ Z 427 ? 000 PX«2 x J- Ld H ZJ L n ~L;,OQ
D~a OooQ oz~z A~ z Of 10 ' rrFen enRzicnoE(S) O O
Z H >
TWO-WA W O cl) O - _ ` MORN ARE "Y DOWN OZ © ® TRAFFIC BUFFER BUFFER STREAM Z WORK AREA ~ W p p
TAPER SPACE SPACE TAPER r
® 50 54'-100' 60'M:ft WORN AREA 30'MIN. 100'_- a6 500'1 a00x 500w }C-0s r
ROAD PREiARED MAX. AREND AO ST W 544 1500'±
0-4 mo-1E wED-Z l 11 48' Pw• 45' x u8' 45' s 4e' W RDA ROAD
(-LD AED DAH OnO ql i ROAD ROAD U)
N 0' 5A x 48 CLOSED - INSET rOR2LAALE OROADWAYS WITH 2-WAY TURN LANE THER DEVICESA E THE SAME AS ABOVE I,0 ] FIT 48• x 48" 48• V'_'1000SF W20-3 W20-2 W2W3-IA CLOSED O
r U AS. " 48' 48' % 48• LL V20-1 D m x 4H" 1 W20-3 LL 48" X 18" (D U) Z
m Z I ENTE Z Z Z IF NONE `XIST, INSTALL NEXT ftIGffT O wa LwE O Q r •y~ 0 STOP AHEAD SIGNS NEXT RIGHT Z Q 0
N N'I ¢osp sd sA A c~ovo J r AND STOP SIGNS WITH SP-;R SP-4R J D 42° X 12' n-
w2 Q r c O (n 3-WAY PANELS 42' % 12' T w20-I5 A A$'.4'S' } C S 48• a45' ® - W p Q
ITT H-
z TWO WAY DOWN Q p D Z GENERAL NOTES 0-1 o U Q p
p TRAFFIC BUFFER BUFFER STREAM J Q p D r D TAPER SPACE SPACE TAPER 0 p p H_ M O C) -THIS STD. MAY BE USED FOR CROSS-ROADS AS SHOWN OR FOR 'T" INTERSECTIONS ON TWO-LANE, TWO-) H_ z>- Q
Z 57-100' 50'MIN. WORKAREA ~50'MIN, 200' Q D M O DG< Q Q O AND DIVIDED ROADWAYS. N TWO-LANE, TWO-WAY, AND MULTILANE UNDIVIDED KF rI, W DO Q
77 I S 3 3 A C) 7J -INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY N I SIGNS, AND ANY NECESSARY MODIFICATIONS = ry (p
D r D CC Q N r D TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY OTHERS (STATE OR CITY FC (STATE OR CITY FORCES). UNLESS OTHERWISE L O O
G ~ GENERAL NOTES J a DESIGNATED IN THE PLANS. A MINIMUM OF A 21 CALENDAR DAY NOTICE IS REQUIRED TO BE PROVIDED TO Z Z -REFER TO STD. DWG. 1101.11-SHEET 4, FOR SIGN SPACING. O Z ROADWAY IS CLOSED TO TRAFFIC, SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL OEi( TO BE PROVIDED TO STATE FORCES BEFORE A J n J ODE TO INSTALL DETOUR ROUTE SIGNS, AND TO C7 U
OT n; -LANE CLOSURES SHALL BE INSTALLED WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC, z z Z INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECT LANE CLOSURES SHALL BE REMOVED AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. W W Q _H C dER PARTIES AFFECTED BY THE ROAD CLOSURE. `Z
T- d. LEGEND THE MAXIMUM SPACING OF CONES THRU THE Wail( AREA SHALL BE EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. -n -WHEN CLOSING THE ROADWAY TO TRAFFIC, SIGNS SHALL BE INSTALLED BEFORE BARRICADES. WHEN OPEN[ Q ITS N -LANE CLOSURES SHALL BE EXTENDED AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE FLAGGER. N m BARRICADES SHALL BE REMOVED BEFORE SIGNS. SIGNS/BARRICADES SHALL BE INSTALLED/REMOVED "it :ADES. WHEN OPENING THE ROADWAY TO TRAFFIC .LED/REMOVED WITHIN THE SAME CALENDAR DAY.
CC (n WARNING FLAGS (REFER TO STD. DWG. 1101.11-SHEET 2). f1l TRAFFIC SHOULD NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN S MINUTES AT A TIME, -IN THE EVENT THAT LOCAL TRAFFIC MUST BE MAINTAINED BEYOND THE POINT WHERE THE ROADWAY IS CL( THE ROADWAY IS CLOSED, ADDITIONAL TYPE III
p CONE -PILOT CARS SHALL BE USED WHEN DIRECTED BY THE ENGINEER. BARRICADES SHALL BE USED IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN Rti-a "ROAD CLOSED TI -4 "ROAD CLOSED TO THIRD TRAFFIC".
PORTABLE SIGN FLAGGERS SHALL BE USED TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. FLAGGERS UTILIZED AT T9 fLAGGER INTERSECTIONS SHALL BE ACCOMPANIED BY FLAGGER AHEAD SIGNS (W20-7a) PLACED APPROXIMATELY 250 FT. IN ADVANCE OF -BARRICADES SHOULD BE POSITIONED SUCH THAT THE STRIPES ARE SLOPED DOWNWARD IN THE DIRECTION 1 IN THE DIRECTION TOWARD WHICH TRAFFIC MUST
THE FLAGGER. INHERE INTERSECTIONS ARE SIGNALIZED, SIGNALS SHOULD BE PLACED IN THE FLASH MODE. TURN IN DETOURING. a TYPES WARNING LIGHT (FOR NIGHT USE) C LEGEND
DIRECTION OFTRAFFIC FLOW -PORTABLE SIGNS MAY BE USED IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY, OR F (SHEET IOFT SHEET 10F7 t SHEEi20FR WARNING FLAG HAN ONE DAY, OR FOR EMERGENCIES. CC SHEET20F9
1- STATIONARY SIGN 1101.02; 1101.021 1101.03 d o:RECTIONOFTRA=FICFLOW 1101.03
v z
v-0 SHOULDER 1%SEDL o000000o LEFT LANE CLOSURE O gv 5 G MEDIAN . G 1=4 Z ADVANCE WAI IVANCE WARNING SIGN a~
SPACING CHART Zi53v
yo°~y -m - z~3 U DN-n~cn SPACING Z -I O O-I -I r -I a KFCOMMLNUEU
GD D 0 ¢ Q o x ? pZ D POSTED SPEED LIMIT PEED LIAAIT DISTANCE BETWEEN SIGNS V. 0pd?Z
=0Z A0 - - - - - - - - - - - - - - ~ - - O V) mZAnl*I O - - - ~U ~ TGnAO GENERAL NOTES (MPH) PH) ( ~ ,Ua-ca,
z=0~n a - z~ Z5DO~
O Q CJ S A Z -THIS STANDARD DRAWING IS TD BE USED N CDN,AINCTN)N NTH OTIIER TRAFFIC CONTROL <35 b=: .707 Z DOWN N~ ILL. -I D STREAM Z O Vi D 1 D ROADWAY STANDARD DRAWINGS WHE E SIGN SPACING DISTANCES A. % C, ARE SPECIFIED. 35 200 200 200 cn ® O <
DD ® MERGE TAPER BUFFER TMIA 50' TAPER D [,A-50 =j tEFr IF 5 - -TIE ADVANCE WARNING SIGN SPACING CHART S TO BE APPLIED WHERE A SERIES OF 2 OR ILAN LEFT lglg L SPACE SPACE WORK AREA MIN. 100' a0 50 350 350 350 Z
CLOSED cLweO W O MORE SINS ARE USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE AND MAY 1 Z AHEAD O 2 FIELD AWU5IED AS VARIOUS CONDITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, 55 5 500 500 500 W
XX W20-5 L 4 2 20--: L OBSTRUCTION N1QtFEREtBE ETC CONTROLLED ACCESS ROADS ACCESS RDADS
x 4e' AS. x w• <a' x Hfl C Z 55 I W13-1 58 ' 1000 1600 ( 2600
24'x2. W
RIGHT LANE CLOSURE o 1 L MEDIAN W
p . - - - U J W
< 0~ w (n -I O co
ITl r - - - - - - i L - ®®m • -o a -o o e- ® - - u- D Z D m p~Z # 1CDU) 0-nz Z
z0~ z n~ Z z (D z
3 } ~~=,II OWWNM <C) 0 3: m
STREA LT
r ny U)i ® MERGE TAPER BUFFER TMIA 50' TAPER i0 W Q -4 0 GIJ DISTANCE TO 4TH SIGN T -I - DISTANCE T03R0 SIGN DISTANCE TO 2ND SIGN O L SPACE SPACE WORK AREA MIN. 100' i 0 / Q M REPEAT FOR ANY CONSECUTIVE SIGNS N DISTANCE TO 1$T SIGN J Q Lij L16
0 0 J 0 CID Z D 1 P-48' 0.,
A `J 00000000 z 0 D R W.-2R R 1 < Q } ® ° ry a z g-
4•x45' 4E'z48' Z m G 2<mz 24' GENERAL NOTES D Q J O O F Z w 0 11111111
WARNING co O i- PONdT r LL.
U) M -THIS SM. MAY ALSO BE USED FOR ONE-WAY CITY TYPE STREETS FINETTE SIGNS MY BE MOUNTED ON 807H SOO OF THE DO C/) > J U (D
-ARROW PANELS SHALL PLACED ON THE SHOULDER (PAYED OR AUNP YID IF SHOULDERS DO NOT EAST THE ARROW PANEL MAYYBE J O O Z ~ O Z', PLACED WITHIN THE TAPER. THE LOCATION OF THE ARROW PANEL SHALL MEET THE REQUIREMENTS FOR STOPPING SIGHT DISTANCE C7 ( N Z
1 (n 0 LANE CLOSURES SHALL BE EXTENDED AT THE BUFFER SPACE, IF NEEDED, SUCH THAT STOPPING SIGHT DISTANCE TO THE ARROW PANEL Z p I 2 0 z C 1 IS MET. (SEE STD. 1101.11 -SHEET 2) W LLI W Z -n ~ LL EL
m -THE MAXIMUM SPACING OF DRUMS IN TAPERS SHALL BE EQUAL IN FEET TO THE POSTED SPEED UNIT. THE MAXIMUM SPACING OF O (n 0 0 DRUMS ALONG TIE SINTER SPACE, AND WORK AREA, SHOULD BE EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. m ~ X EL U)
r (T1 -REFER 70 SID. 1101.11 -SHEETS 1 d A FOR 'L' DISTANCE AND SIGN SPACING. E r
0 (,n REFERT TO SHEETS I AND 7 FOR TREATMENT OF LANE CLOUERES TH U INTERCHANGES. m m `STATIONARY OR PORTABLE SIGNS DO LEGEND -ADVISORY SPEED PANELS (XK MPH. SIGN W13-1) SHALL PORTRAY A SPEED 10 MPH HESS THAN THE POSTED SPEED UNIT, wltss A N lic
m ,0 FLASHINGARROW PANEL (TYPE C) ! LOWER SPEED IS DETERM NECESSARY BY THE ENGINEER. ' p -LANE CLOSURES SHALL IE INSTALLED WITH THE TRAFFIC FLAW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC. 19
TRUCK MOUNTED IMPACT ATTENUATOFTrMIA) LANE CLOSURES SHAD" BE REMOVED AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC. 0 DRUM -TMIA'S ARE REWIRED ONLY WEN! A BUFFER SPACE CANNOT BE ATTAINED. OR WHEN DIRECTED BY THE ENGINEER OR THE PLANS WHEN
rTl PORTABLE SIGN USED, THEY SHALL BE POSITIONED TO MAINTAIN A ROLE-AHEAD DISTANCE AS RECOIMENDED BY TFER MANUFACTURER, SHEET30F7 O TYPE B WARNING LIGHT IFOR NIGHT USED I,i iSHEET30F7 SHEET40F4 SHEET40F4
1101.11
L 1101.021 DIRECTION OF TRAFFIC FLOW 1101.0211 1101.11
NOTE:
HYDRANT TO BE
15'-0' MAX PLACED NTH PUMPER
NOZZLE FAOING THE ®90k00'oqOa -zoo,
2'-W MIN. TRAVEL/FIRE LANE 5'-O° MAX. CARO~°
CURB & b A P SEAL 4
CONCRETE ENCASEMENT GUTTER FINISHED m GRADE o y 032652 G 4
ROADWAY lallm
ODE, 'e _ °oo ~.1 J
IROPI VALVE BOX ' - - - - 0 z TAMPED °o A, V ~~GppuO DD
TAMPED h BACKFlLL BACKFlLL ' DIP (NO JOINTS)
SIG ATUR
-MINIMUM OF B C.F.
UNDISTURBED REVISIONS
SOIL 57 STONE
°z No. 57 STONE z
CONCENTRIC RING
6° GATE VALVE RESTRAINT SUCH AS MUELLER AQUA-GRIP OR APPROVED EQUAL
O JOINTS)
AINED
7C:ONCENTRIC En V T 6' COMPACTED RING RESTRAINT PROJ.# SW-5006
CH AS ON E-BOLT OR AN APPROVED EQUAL DESIGN BY: JAB
DRAWN BY:HVG
REVISIONS DATE DESCRIP11ON DATE: 12/11/08
12/36 LABELED TEE D.O.U. SCALE HOR: 1 "=40'
B W k NOTE ADDITION B/O.T AQUA-GRIP III IM SCALE VER: I"=4'
DETAIL
SHEET NO.
RESTRAINED JOINT HYDRANT INSTALLATION A-z
28

~i
ONE t 0 z - BUFFIR
4>1
ZONE --z uj
50 O_
PROPOSED SILT FENCE ' ICE lip.
/ / • OUTLET SEE DETAIL 881 ol% BBI I I~~
ON SHEET 27. r
Now oR wruMERIY , Q~ ~i F~ ° _ ' • i"~- y . RICHARDSON, R LINDA W OR FORMERLY >m yj iAROSON, R LINDA STANDARD TEMPORARY SILT
CARYINO 27 1 9719• . Ila E WIND LN ' -9719• FENCE (TYP NC 2751 (SEE DETAIL (oaooo.oi) 14
PIN, 075103241791 '}k F i tl' b/'~ 1 'r~o°n w' w 1 / ; •.V DEED BOOK: 0496 075103241791 A BOOK. 03075 a 1
96 / DEED PAGE: 0 , ED PAGE: 0496 c~'WE_.~- -r l I l I EXISTING?0-FT.SEWER EASEMENT -1 111'. 1 1 BUFF n, I , cc_. 00 FOOT 0+00
~c NG 12 DIP 65 EXI5
ST I a I I l E 'Ll ST. MI l
F,~ pi i+00 ' w^zz~4 106 00
I I
Y 4g B unuTr ~ I ' U11UTy & PIPE LINE EASEMENT 20 L
' ' .r a.
_ pp , -TREE PR C d III - TREE PROTECTION FENCE (TYP.) { ~I
i N O /,r' J Y ,.r .,,oQ~oe p F r 'N , z . '
- NOT IN CONTRACT THIS WORK WILL BE 0 I~
NOW OR FORMERLY COMPLETED BY THE CONTRACTOR WORKING N 6
_ Small, JOHN SHELDON & ROBIN M ON KILDAIRE FARM RD. WIDENING PROJECT. III I O w I~ PO BOX 944
APEX NC 27502-0944 I I`w PIN: 076103240440 i m
CONTRACTOR SHALL VERI DEED BOOK.- 09787 DEED PAGE 2494
II III I l I: P!2 I Iw
o LOCATION AND DEPTH Ek1STIN T \ ,~i i ? 0 WATER LINE AT / goa i / / _ - . / / CROSSING. \
- - Ili 1 - III I i
0 ~l LLI _ I
051b0
I
-I-r~ I Q
_ II I i l GO
j r PROPOSED SILT FENCE s`~p I I I ~ 1
/ OUTLET SEE DETAIL 131311,'i ' N
TOP --6F BANK - J.. ON SHEET 27, ~ QO i sG1°5L9e8p I t 1 1 I I J ~I I
/ r lop OF BAN - _ I III f I~ I I I
0G~ i I~ I I 1
I ~ t
ZONE
FOT BU~F 30 / • /t~ 'f,D~~F~~ r ~i ~ / - I
II I
i
- i III
L l //IJ IIII THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
I `I ON~ NADI 83. ALL ELEVATIONS BASED ON NAY 88.
a'~0~~W n~ z Lim
Lv
O i - - Q C) 0
PROiFILE z LLI U,
C - - - - - S6ALE: 1" 40 HORIa
3 W z 9 4' VERT. OUTFALL 0 U) Ix D
rno li
QNcn g' O II I I ;
424 +I
Z-3Q - z - - - - O °mz 0 M~ - , - - -i 424
+aFµro 00w O 'e W 00 *o ® 0 Ir
z z ®
Viz? ngrF ? CODq x @z a c~ z
-tt - - -nnn nz~v~i
a r_
az~u! lqZ
+ ~~-M III + NFIELD VERIFY INVERT OF EXISTING w 2
!i>~z
41'6 i MANHOLE A2 PRIOR TO - CoIUSTRUCnoN. 416
BEGIN PROJECT
_ I I I . AT MH A-2
I
_ EXISTING GROUND
nNC-s--GA o00 / UN
o ~0 i SSI~~ g EXISTING I 9i'4
WATERLINE b°~ SEAS
86 LF ® 0.42$ B' Dlp ANn- EEP / COLLAR 402 ® 0.42% 8 DIP STA. 50 COLLAR EXI TING 8° Fc CE o 032652
408 STA. 00 5 Q MAN 55 °o S o
2 0,42% 8 DIP ~LF ANTI- COLLAR
STA. 9 kNTI-SEEF COLLAR TA. 7+ ANTI- COLLAR 237 ® 0.4 8 DIP 78 LF 1) 0.88% 'DIP
STA. 6+ AS MED LOCAL ON SI NA RE
OF 2" WATER
WE .L - - - - - - - REVISIONS THIS SECTION OF SEWER BU LT BY
CONTRACTOR SHILL PROVIDE AN APPROVED OTHERS.
CONNECTION TO ED(ISTING MANHOLE. CONNECTION SHALL BE CORED THRO GH BEN
WITH A CONCRETE CORING HACHINE.
'WO
PROJ.# SW-5006
DESIGN :JA
DRAWN BY:HVC
DATE: 12 11 OB
O • QOe t~ ID ^ O. CID 7 co M 01 M M 01 M' 0! V'I co I, OI M bl d' MI ell NI N' O' O O' C O Oi C5 O O', O a+ 0+ o+l C+ O N nl m n rp ter! W .r, o 0 01 N n o; of u~
a'. 'a 51 al :r: as a~ a~ a 'v a~ ~ a~ a :r 'a. aI a a r~a ~ gI °a ~ a w T I N of of N oiI of ni of ti oij SCALE HCR: 1 =40 a :r a d a a a :r•; ai ~l SCALE VER: 1"=4'
' f I ~ I I I ( I i
SHEET NO.
10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 0 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 3

- NOV OR FORMERLY _ ~GILE$ STEVEN`,EG,WARD & GYNTHA,D,, - / { If 7, KINGSFORD DR - GARY NO 2751-1-1554
10629 W BRIDGFORD OR CARY NO 27511-1519 ; FFE x27.67 - i , V/ PIN 076103143867
076103043933 DEED BOOK 0^622 DEED BOOK 05010 DEED PAGE: 136
DEED-PAGE 027 lx NOW OR FORMERLY _ FFE 421 .54 STEPHEN ROBERT & SUSAN Damao l0825 vBelOCaw R I' FFE 423.22- rn, FFE 415.97
L _ PE - CAR - Ar, 2F \ ,424.55' OR FORMERLY STANDARD 0L i®
i-i PIN .C791050443a- JOAN E NOW FORMERLY ROBERTRT j PEED BCC1< 05793 - SHRAGER, BRIAN L & SUSAN J - - - - - NOW OR FORMERLY ' V1080 l d CHECK DAM Lu
(y'70805'W-5iK(DGFORD DR D'E57 PFGE 693 pgvi ao .rcORD-OR NOW C4 FORMERLY NOW OR FORMERLY M KALT, MORSE F & BRENDA C CARY NO 27511-1519' i CARY NC 27511-7519 KRAUS, WILLIAM P & RUTH , STOLLOORF, W DAN BRIDGEVAF`N FiORD DR CHERYi l tOOU WY3RIOGFORD DR CARY N NC 27511-1519 / (SEE DETAIL
PIN: 076703049676 05045836 70817 ' - it~.809 B I - ' fFc -2619 PINT -0761 DE_o-890y _0980711EE0, CAP.Y NO 27517-1579 GARY NC'-275:11-1519 PI : 7 i DEED BOOK 05632 i - m~044000.06)
?-PAGE 0250 PIN 076103046&55 PIN:, D75103047665 D EEn3D0 N G 6 03 48675 - DEED PACE- °.14 { 3743 i A - .4i 6 So0A-05046 04026 PROVIDE A 15-INCH RCP -
DEED PAGE: 052 DEED PAGE 3G7 9 w~ - 426.55 f FE 425,75 - STREAM CROSSING 1~ CULVERT AS REQUIRED TO
-FFE ~ D DEED BOOK: DEED PACE: 306 q CONTRACTOR SHALL LIMIT DISTURBANCE FACILITATE INSTALLATION OF i BETWEEN CHANNEL BANKS TO A I THE TEMPORARY
MAXIMUM WIDTH OF 20 FL F 'CONSTRUCTION ENTRANCE- -
„ - ON THE EAST SIDE OF ONTRACTOR SHALL PROVIDE A KINGSFORD DRI Y 5' LONG ENERGY
4 T. „ 10 FOOT ' ~9 - DISSIP OR PAD AT THE CULVERT sw
_ o lea ys TONE (MIN. OU ST W I S 3n ~EPTH 121NCH
INSTALL SEWER SERVICES FOR
- 10920 & 10924 BEXHILL DR. AS - - - / ~
SHOWN MATH CLEANWTS LOCATED 1 " ~ ' - - - - _ _ - NOW OR FORMERLY / R OAKS H EOWN R_ASSOC iN0 . ~•a ON THE SOUTHERN EASEMENT W~Ne50 DM E AsS soc INC/ DU ~ C~~~ , " ~
„ PO Box 12 BOUNDARY. - - GARY NO 30 1944 , oI _MAh'SSR ANCH
PIN 105: BOOK: 091 DEED O35a~97 ~PROPOSEI) SILT FENCE / DEED PACE, 037 7 f oej' " ^ _ STANDARD ? 6~cF~R
,r OUTLET SEE SHEET DETAIL ~1 _ PROPOSED 51 CHECK DAM FEN '
ON r: 27. N1_ 1, 1 / OUTLET ? AIL 661 A 0(SEE 4000DO6AIL% / 10+Og i
ON ~ u~~ ~ 1 SF C~! N'A5
CONTRACTOR SHALL; ZONE - J by r~
REMOVE EXISTING FENCE WITHIN THE SEWER i ~pcN r ~ n
EASEMENT AND RELOCATE V "1 ` ? f P' H A8/471 -
-1-FOOT OUTSIDE THE d Y\~'~ IiNVER,
SOUTHERN EASEMENT ~ ~ENT :BOUNDARY. i i
t' STREAM CR0551NG 2 SANK CONTRACTOR SHALL LIMIT DISTURBANCE ~ p,• ~ ~s try y?~, / , ~ r• G1 ~ _ ~ ~ . I NOg,~R FORMERLY LOVEJOY r9605 JAMES L cfIZAB¢T}f S
OMIT CONS RUCTION ACTIVITY WITHI CHANNEL BANKS TO A iTHE TEMPORARY CONSTRUCTION _ . MAXIMUM WIDTH OF 20 FT. ; CARY NC 27511'-,554 DiD
EASEMENT TO THE OUTSIDE OF THE \DEED, BOOK:C8e5~ - j
FENCE AREA ADJACENT TO THE v V _ Wy ZONE 1 STANDARD' CHECK DAM DEED PAGE: zsot F- GO
PROPERTY AT 10920 BEXHILL DR. ' ? 6O F CONTRACTOR SHALL PROVIDE A GOi BUfPER P . ~4~ ti 3 fl a EXTEND` THE 24 RCP CULVERT AS (SEE DETAIL "E 416 40 REQUIRED TO FACILITATE INSZALLATION 04000.06)
sy ZONE 2 TEMPORARY STREAM CROSSING. SEE
^OI H DETAIL 04000.11 SHEET 1 OF 2. , . EROSION CONtRf1 THE STREAM o `u ,SO o gsaKa a SHALL UUTILIZERONE PIPE CULVERT A ATTAJG iONTR7 1 OF THE TEMPORARY CONSTRUCTION IN RT,= 414.35 x 'ENTRANCE, v~ °6J
9 q T m 9 o, ~r
6< oxy ¢ ti oy~ s °aA"> OpW,_~ LEAST 36 INCHES IN DIAMETr72. D~PQ~j62~i V i
T o6P<, 0 0 ) 1 a p A p S~ (~/r "IND OP Np ~C M a?...... 1 00 0 -50F 1% 4~ 15F00
R 0 F 20' U17u'TY & PIP PROP MH A9,/
s>*'~ B ! 2g OAPYN B°kEOR''F'fRW ~ ~o v~ s~ o z7ss Assoc C v im , N Alt E SJ~EASEAIE i" / o~z BOOS `n Z,. L
'm DSSD 'O ogss~r44 P. AqH 1W - L L GOON Uz>zw _ ~~j ~e~rT o o coo N r ' G n
PIR 01, 0aI - 'r : •r' ZUI~d~ Val; / d e ,
-x.10 k 'O Z Z n o y > m ov Acorn oo LLI
X00?//rF 1 - ° o r NOTE: THE CONTRACTOR SHALL Z
REMOVE & REINSTALL THE t t m Q ° o o 2s NOTE 0, EXISTING 12' RCP CULVERT AS
h ~rz~ 717 1 {)SLIP. / CONTRACTOR SHALL VERIFY THE y $ o~ oq LOCATION AND DEPTH OF WATER REQUIRED FOR INSTALLATION OF o
ANY CLEARING IN THETCE IS f `e PROPOSED SILT FENCE TO TH ADVANCE ~ i ` MAIN ALONG THE ACCESS ROAD THE PROPOSED GRAVITY SEWER o
DETAIL B61 MAIN Al / ~e 1 TO THE WELL SITE PEROR TO SEWER INSTALLATION WEST OF
a ` , BY THE ENGINEER. OUTLET SEES m 27 ! h r SEriERE' KINGSF( KINGSFORD DRIVE. - r
LLI
X" i,
W
Q Y
PROFILE Z
SCALE: 1"= 40' HORIZ. NOTE: U LU LL.
1 4' VERT.
z THIS PROECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY D 12 z ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED O
w !9 ON NAD 83. ALL ELEVATIONS BASED ON NAV 8& a 3: z
U V
z p t9 ¢ U Z mm U) mi
~b O Ix 3:0 IL eL
--too ZBV) W
toz +M- ZZW-____.__ inmFi D
e5:wo _N C4
F a cs r
Z N p}}- 69
+NhFM Ka?F -H:; z ODZ ~Z ein dr
+p-~ MV)CX-- CQ m Q Q < O+~ w®
C-* Z cVci~ - m~~® NQ:a -Hd:Fa,<o 17 CIO +t ~a ai~c
424 oz v~iN ° ozQVi 424 -4I._¢
n d. wsw z~rn II m. w +°irr-M
n u'l zpoo j pp
CROSSING # 2 40 Oq 2 c/
STA. 14+32 e~
_ S~OETAIL-04000.41-SHEEI ONEIi36'PIPE REWIRED' 04000.11-SHEET-1-OF-2 - - - - - - - SST J )E REQUIRED=
SEA! ~g
PROP. 8° WATER LINE o 032552 a Q
o _ r-- Imo- ExisnNC GROUND
416 ANTI-SEEP COLLAR 133 LF 00.61~L B' DIP vN ~4'F6 O~ E
EXISTING 2" RCP
152 LF 0 0.61X 6 Dlp ANTI- R EEP c R I V SIGNATURE
STA. 1 75 151 ®0.61% 8' DIP 11,+75 AN -SEEP C R sTA 13+50 V
96 LF ® .61% 8' P---- REVISIONS
_ _ i r - - - - EXIST. T. 6" --WA- TE ( - LINE)
228 LF 0.42%6' DIP
144 lF 0.42% DIP 95 LF ®0.42% DIP
PF PROVIDE CONCRETE 55 ® 0.42% 8' DIP
En 408 ENCASEMENT 408
86 LF 0 0.42% 8" DIP -
" PROJ.# SW-5005
DESIGN BY: JAB
DRAWN BY:HVG
DATE: 12/11/08
w n a m aI w r~ w r j ro'I, n -I nl m nl ro a a If) 0131 0 n n' of + O a' N N1 o [ o w w wi o cl of o d d r ro ro CISi N P, cd, m m m o; C!0 rr of 0 ur, to; m n •-I rri o o - rn SCALE HOR:1"=40'
N N N N N N N N N N N N N~ N SCALE VER: 1"=4'
i
SHEET NO.
-00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50

r,
i
J' , L®®
r >m w
r!' STANDARD STANDARD pR ERePR ARP
i~ CONSTRUCTION , ONSTRUC170N & R ~ " aORMERV ~R~Y P88p0' NOW OyP M FARO 0~-.
ENTRANCE (SEE DETAIL 04C of 5 FORM aER ' ~ ZO 8 N W E ENTRANCE 00 W . ,SEE DETAIL 04000.08 1 k g a 960 o p oR C OAR N° a 09p5o s53 O,y '95 36° 8O4 $ 0?\N~~ ~ppK. 988 /
9 RR\O OTq / Ow 9 34 00 295 OE PFG6. 11 / P91., p0 ? 9~ OctO
0 Lu QR 0 6 Gt P GA ppK ,1039
ti ~Ge Lim LLJ
i \ = ooTa~
4 \ ' i ~ f..PUMP ~O ~ STATiON~ V 3: 4%
=iii= PROPOSED TEMP. CONSTRUCTI EA ENT TPF "'N PROP. .Mt1
A17-~, EROSION CONTROL p~. Lu to
- PROP. MH Al PROP. MH:A15' AAATTING'~ _
END SGT' `25+00 24+00 - ` 'PROPCFsm_2p >A
U`17 V
IF 7 agar::-„~SEItEA+ 0 t
STANDARD TEMPORARY SILT FENCE (TYP.) FOLLOWING INSTAt1AT10
l G~ REINSTATE CHANNEL d (SEE DETAIL (04000.01) BANKS AT 1.1 SLOPE .
r N
OF SEWER BENEATH STREAM CHANNEL_ it 3+=
r
OF BANK o Op T
I
ONE 'I
zp~F B P~ND "?R-"e•pb.„.D Z m
ZCNF 2
=OCi 811E ~R C~
1 STREAM CROSSING 3 td 99_~
CONTRACTOR SHALL LIMIT DISTURBANCE 22+ BETWEEN CHANNEL BANKS TO A
MAXIMUM WIDTH OF 20 FT ~y N~ PROP A14
CONTRACTOR SHALL PROVIDE A
TEMPORARY STREAM CAROSSING. SEE DETAIL 04000.11 SHEET 1 OF 2. -
' THE TEMPORARY STREAM CROSSING
SHALL UTILIZE ONE PIPE CULVERT A LEAST 54 INCHES IN DIAMETER. ZONE 3 l
- 00 FOOT BUFFS
NOTE /
THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY /
ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
ON NAD 83. ALL ELEVATIONS BASED ON NAV 88. %
LL.
:5i C) Lu Q
Z x ox
LLI LL,
PROFILE U U > U W
SCALE: 1"= 40" HORIZ. v _D U)
1"= 4' VERT. 0
cD_ C U Lf Z
srl< WtC Nit)
tC~G OUTFALL uj d.0
t W~ 1001Z V) 3: F~e7 + rOM +~Z~jh +NI-3
W --------a>>WZW
~1=Z -
I - -
STA. 14+32 SEEDETAIL 04000.11 SHEET 1 OF 2
_ ONE 54° PIPE REQUIRED
-_E1,7snNG GRD
424 424 \ uND 424
ANTnI SEEP CO.LAR
STA. 25+19 A
NTI-SEEP 2 OOCOLLA I Q~ SEAL 9~9 0 STA.
03.652 9' o P OVIDE CONCRETE o D ~
t 5 LF .61 ® % 8° P CASEMENT 4 o I GTNE, °
418 416 113 ® 0.61 ='::D 4P s" 416 $~C;\ °
I ~ c°c0 as o oo. t7
139 LF 0 0.61$ 8° DIP (74 1
SIGNATURE
1 3 LF 061X 8° DI REVISIONS
408 408 408
I
PROJ.# SW-5006
DESIGN BY: JAB
DATE: DRAWN B 12/11/08
N N 0I W) 0) M9j N co m r M N 1[D M9 co N' co' n
m i I fo ¢i~ uiI v ri n' ri ei ri ci ci, of oii ci, «i pi SCALE HOR: 1 "=40' vi v a a aI vj l
I i ~ SCALE VER: I"=4'
SHEET NO.
26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+1 5
-

y
v;
i 1 cam- ® y~~r
r 07
LLI 2O ~ Z
ANY CLEARING IN THE TICE IS ° P~ Q OJT v , /9~0 Oa QZ!`i^ .(~0ii
TO BE APPROVED IN ADVANCE Gl "F J y l~ -Y
a I C 9! ' { BY THE ENGINEER.
wa a go ~.q S~~Y G4 C)pp_ \ `s G 9
NOW OR FORMERLY mr~nz~~o BENNETf, THOMAS V & CAROL 4 nxnx5f x o r~sF0Q.
NOW OR- OCT I-II WV'~ A > AL l 7MOmy FORMERLY 9294 A M - "-I - A A KIMBERLY A iCMPBON GARY NO 27511-1506 0342 m -y m p ` S Y h00~
~m~°0p0n $S I~ , on 00 9708 ASTOR CT PIN: 0767030?2027 27°ooNm>~ CARY NO 27517-1506 DEED BOOK 03605 mxw~o° a P I A
PIN~ v00 ~w~ nfe~ ci0' E-n 044 Lu
OEE~BOOK30 DEED PAGE: 237 PAGE: C0568 ~i~~m m~~u'ut~ °I mU ~m O~ I~ oz -m V) "m m II
OPO` to SIT PR . - LINE E/,' ! 5+00 ~o~t
D ti~
n NOW OR FORMERLY I BOONE JOHN & DONNAVei s ' ®85 Uit Pipes ,"2}00 '-~u~UipE tlNE Epp`
9770 ASTOR CT r TEMPOR i ' CgRY NO 27511-150s ~ J~ CE
v A / _ vt EyTRAN k ~ ~ wl } cTl • f°IN 0767030-37910 i ~ pNSTRU DEED BOOK: 10877 t -
l PFE PACE 1436 7 ° ` a : .a'"- - -
' PROPOSED SILT FENCE O q
EuOj RETaMB, A ~ l' ~ J t / ~ ~V OUTLET SEE DETAIL BB1 py~ e a~
~ , ,arses , ~ : ' ~ ~ H g3 - . ; - ' ~ ~ . - ,M n ~ i 2 ~-pROQ ON SHEET-2X
. 6+00 9 / l ORCT I
f - - NOW OR FORMERLY 7+00
OLHO'rT GARY V - e - TELL. RCP f L_---- 1 ~ 32LF OP 15" - a,r;' -
9716 AST OR CT " K 8+00 - - s _ LVERT AT 1.0% ~OF CARN NO 27511-1505 r~' r _ zo d Sur E R so 00
PIN: DPAGE: 8 9 91 MH BS - DEED BOOK: o3650 -'w~XI .1. ~ ~1RA~KY CON 1RUCTKNI /
DEED PAGE: 839
PROP.
Nll / A i 03 co
wo j - _ 10P OF- -
ONCE ROCK CHECK DA mow;
tidiw~~Dl'
r a V .tie,, ~ ~ i ~ I , aGw OR FORMERLY qY, LANE, HAYWOOD A
Q- 9701 ASTOR CT I, ALL pgpVIDE A 4 yI{ GY~L w
0 caRV C 27571-1506
DE BOOK DE BY ACTOR5 LONG ENER T D '0051 ~ 4A 41, l DEED PA GE THE 4596 AT
HOW OR FORMERLY - NDoR PORMERLY t as DISSIPATA STONE (NIN. \ CANS. RONi ALD N &'/PATSY P OEPOLA ANTHON, k DEBORAH s J h O , 0 OUTLET W~
9713 ASTOR CT V 9705 ASTOR C7 . ° a 12 INCHES) 'CARY NO 27577-i5G6`., - CAR' NO 27511-1506 DEP Q it _ c
'Pft 076103032777 PIN: 076103034828 - v DEED BOOK: 05042 - DEED BOOK 19144 N
? 1 3 n, , ,i ! 1 Tv DEED RAGS 340 NOW OR FINtMERIY DEED -PAGE;- 24,57 - ~ t 1
i " HALJDAY JOHN T & SARAH 0 PACK FFE 431.85 I HORSE LA GERRARDS CROSS BUCKS - t -
\ 1 SL9 SHV ENGLAND` ' PIN: 076 03033890 e LL sly '
\ i DEED BOOK 03790 Se m~~ DEED-PAGE, 489 _ / _
FEE 4.S30 ? s3~~ BUYF4 I 1 r NOW OR F6RMF
_ r - WINDSOR OAKS HOMEOWNERS ASSOC INC _ . ~ ~ ~I • ~ FO Box BOX 1944 4n % z LL,
CARRY NO 27512-1944 103049Fi33 PIN: 076 L6
z~ I III C' I I t~. ~ ~i' 1 ` f • DEED BOOK' O66t " ~ ? ~ ~ • GEED BJ~GE' 4 466 Z Z ®6
-m 6mx _ . ,
NOTE Q
PROFILE THIS PROECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY Z
STA 8+84.91 °v SCALE: 1"= 40 HORIZ. RIM 43916 0 1"= 4' VERT. ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED ON NAD 83. ALL ELEVATIONS BASED ON NAV 88. CJ
CA INVERT 431.00 PIPE o z ASTI
440- TYPE _1 STANDARD RING Fc COVER_. - - - ? rc p
80 ~IX . 440 O U) Z
a ° ;rc z \ F < 8oml- w
LLI
coo :~W W '2 0 Z + aN M Cc j
na
g~- ;Iu I , I
N pN + C4
PROP. M LINE
Exrs nDE INV. 26_ WATER -II ¢v 432
432 M
0
Md
A - - _ Ilia
p~ v
EX STING 18' R
I I ®4., I f W
8•
pVO EXIST. 4" TER LINE
424;.. 424 0 ~FtSS1~ y
CHECK DAM SEAL
- p 032652 ~~OC~?G~NE~~°~s~ D
\ \ ----CHECK--DAM- d G 00000p09V
SIGNATURE
REVISIONS
- 3_ IF ®0.3%8o P- 171 LF 0.63X PVC - - - - 16
337 ® 1.27 8+ PVC
PROJ.# SW-5006
DESIGN BY: JAB
408 ! 408 DRAWN BY: HVG
I I i I DATE: 12/11/08
Q+. O O d^ d' O' a'1 I~ co < N co 01 f0 N CA u7 CAI to 01 of m n n vii ro N SCALE HOR: 1 "=40'
I O O n m Uf dj dl 1i ftA C4 O, pO! O O pO OI Oi Oi Oi ad N } R V9i YI ~I VN i CC d VN CO ao m! N tD M i CI Of 00 OD; n
; a~ 41 val ~I d SCALE VER: 1 =4'
I I SHEET NO.
8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+50 2+00 1+50 1+00 0+50 0+00

l / i
NOW OR"FORMERLY i / . " X055 TIMOTHY D & diMBERLY r~ s 79920 EEXHILL D$ t
CARY NO X11 1576
PIN 07rf03043666 M L ~ ~ V DEED BOOK- 11293 LLI
DEED PAGE_ _ L A {
SEWER SERVICE FOR 10836 E 428.56
/ BEXHILL DR i ~
A Y 15 1
" NOW OR FORME 'LY SULUNAN ROMPS DANIEL & LJOAN ,DR BcALE 9,1LL1D / - - _ _ \ Ly In
tY
CARYNO _2751 7 -1516 PIN: 4760042636 Ln 666 NOW OR FORMERLY = 0~0 BOEMERMANN, ROBERT C &c GAL M
DEED 806K0 ,644 "DEED PACE: A 10832 7EXHILL DR ~W i CARY NO 27517 1515 uj >m
NOW OR - FORMERLY DIANE F°E 43.,".90 p -'v-, _ ~ < CURFMAN, GREGORY WAYNE 8 S ERLY I PIN: 076103048007 (NE & DIANE 5 U ' DEED BOOK 06268
C R 10836 Y NC-27511-1515 R NOTE L DR DEED PAGE 366-'- 1-151 , 5 tr _
' W j 0 PIN 076103047120 v~ SEE OUTFALL SHEET 4 FOR THE O O U W DEED BOOK. 04497 47126 FFE 470
CLEANOUT FOR 10924 & 10920 ou nR FoRMERIr o w [Z DEED PAVE 350 BEXHILL DR. \ $ LE MERY, TAD & KRISTP HUNTER = 1 50
L , _ _ 8 \.10840 BEXHILL DR'.. 6~. N r, _ _ fi C71 n t0 q i.74 1"
1 ' \ `Nr' - - - NOW OR FORMERL'f CAR- NO 27571 751$ Z f, <N PFE n 74 _ S H047EWOt.ERS AS C INC PO}, PIN:,078 7 030 46031 W Q W VANDSOR OAK SO 9 r u Z~1 7 p CE
CARY N d DEE uy 1478 ~ ~ S ~ 512-1944 DEED PAOCE 7J " - PIN: 0BOOK: 04888 44843 oo
J4 _ N O DEEDC 7610 2735443 Y 1 qp OE PA I~ FFE 427 78'" 16 N 3 ° , - r m ED! GE 244
v a°~ \ 1 cA L i` i~ pQ it
O i to C O NM 1 / _ 4, 4.Jti
/ o A 4 0; w U ~ON~W ,n EXIST. RIP-RAP 610@
V I 4 ~ 1 (TYPr)
I i- ly. NOW OR FORMERLY
KERR ALAN BRENDA ..9O.t. BEXHILL OR ~ ~
'a PIN: CARY NO 27511-7512 PIN: 970103047547
DEED BOOK. 03690 ' Y DEED PAGE 847
E.aaass4. V 1~7A~- pTC_WATER N€i ~
~117 7+00 f ~ ~'D\ i " GAS 7+21
cs m y s- _ 6+00 B DR B ~ DR. -4 PROP. _ - v ML-E
00 2F ~ Q
2 \ r ' ~I TCt \ B DR P H C rszv i~~""` ,
00
. NOW OR FORMERLY . t
A ~ PROP. MH 04/Cil~i JARRETT, GERLD 1 SR & KAREN .?~%N- ^JORDAN-JARRETT /y 6 A:
10913 Y BEXHILL EXIBi 18 CP / R/ ry R CAP.YYJ 7 27511-1512 30414
INt 076£03008097 GEED WK. 48 ,
DEED PAGE +175' 75..
1 ti pO 03041 OR FORMERLY,,. s'
\ HUGHES, RONALD G & JANE ANN 1 - - + _ 10909 BEXHILL DR _
~ OARY NO 27571-'r:'2 PEE
DEED"PAGE: X343
f ~ y 1 i ~ Ey NOW OR FORMERLY
y~ U V - NOW OR FORM SHEPHERD. LUCY B TRUSTEE NOW OR FORMERLY - 10837 SEXHILL DR mm)
\ NOW OR fORN{ERLY LIVECCHL, PATRICK M & N UPcbT6RHOl0, CALL X~ BEXH 01 'CHI, PATRICK M 2c MARSHA F 10841 CARY NO 2751T-1513 BEXHILL DR PIN: 076103036826
70905 DT. R CARY NO 2751 _ n PIN 0761030 V CAR`t NO 27511-1512 CARY NO 27511-1513 DEED BOOK 10170 _ I PIN: 076103035952 - DEED-RAGE,
PIN 076103042235 1 i" ¢ati 1.SZ DEED BOOK: C 1 I ur v<o - -A DEED PAGE:. ~DE80 BOOK 09656 NOW OR FORMERLY " Eo ma DEED BOOK. 05850 - - FFE 426.10 V DEED PA E:553 - pp~~~~~~~
DEEP PAGE 1508 NELSON, THOMAS C & SUSAN E I --~c o~,°y w r - Cr 97x1 ASTOR NO ,
CARYNO 27511-1506 r~l ~ ii \ -w¢a mo PIN 076103042194 1 i~ ~ 1oro o.0 w
t i DEED BOOK; 03581-- 1 1 ~m>• °ww THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
DEED PAGE: 085,./ ~1 I~ 1 ~a <4ow ON NAD 83. ALL ELEVATIONS BASED ON NAY 88. LL,
LL, LL,
z
v LLJ
P PROFILE
0 c SCALE: SCALE. 1"= 40' HORIZ
V V rWWY 1'= 4' VERT. d
~ `a 9 V O 0
Z_ Z
rn0
NK O~ nc Z
-O yG co g zza 00 MKN
N> + Co
Z t?P _ -to t F > W w pp SEXHILL DRIVE 440 -
g~_.-.___-__ a_ 99
W g0 - - 440
f rO 1 I I C~ <
.O
I ~
"ZF.F 1i 1. 1. Q
-jo
K Z z
80
1 o p
43 - - rrZ
n - - -Q'~ 432
PR )P. 80 WPTER UN T Fps & +N ~Q SEAL b
e g-w e q 3312652
1~~®1. $8•P En ZE;5~ NE~~
GTN 0 ~ °
121 L J/- I,... I ddOPd d00d
® 5 0 6' pVC EXI , 4° WATE LINE)
SIGNATURE
REVISIONS
424 424
lk~
3 LF®1. % 5%8'PC ®1.
PROJ.# SW-5006
416
416 DESIGN BY: JAB - - - - DRAWN BY: HVG
I DATE: 12/11/08
to 0'! N I* tp W CD O O N W t Ni O' OI 7 n O• N tl m O h 7(1 uj tlfj IIM~C7i Inn Ifl iN ~~7 oYM~l~ Vi' d rt ~i Mi C4 N OI C Oi ltl ~i (D 46 In " SCALE HOR:1"=40'
VM' < tl aI a. MV,,, F) Fn! - V ~I ft m to co! vi vi vi vi c,jI cli~ cli
i d t ~i ! I i 1 '1 ~ 111 j i ! 11 I I SCALE VER: 1"=4' I
SHEET NO.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+0 6+00 6+50 7+00

m / ` o~ ~v h ns Ah
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I 2 y o . o o HEATER UTILITIES INC PO 8
CARY NO 02755119-4889 L3 a - „r PIN: 075103148581
r,------------ 'FORMERLY NOW OR FORME L... NX \ NOW Of, DODp_AMIL'LIAM'PARKE JR & PHYLCS H / v Co v JACKSON,.KEVIN M & REBECCA J - DEED BOOK: 04410 - - DEED PAGE: 862 r
9673 KINGSFORD OP, t - 9621 KINGSFORD OR ' CARY NO 27511-1554 CARY NO 27517 755'- NOW OR_FCRNE'ti LY , Cg{N:_ 076103145259
1 y PIN: 07670314~145 A"UNION, GARY L & CATHY S ,,5S~.. s \ xa'• 6/ A v ` A DEED BOOK 06453 9617 NINGSFORD OR - ~ p~~ 10574 N t
E i 027 DEED PAGE 0456 " CARP NG-4751T 7554 • i' / r -PIN: 076103140307 j1 7 rr r 3
DEED BOOK: 05269 _ - - 4 V v O Ft'E 4x868 ` DEED AAGr: 144 NOW OR FORMERLY 01 Jt MAGUIRE, WIWAM R & MARY V~
y - 9705 KINGSFORD DP, A l CARY NC 27511-1555 PIN. 076103148034 , a
DEED BOOK. 03762 a
~ r r Yi DEED PAGE 716 I 70
LLI N REM
X v II J', I o ° ozaa \l ~N / ` O . _ . \ Rm " z S 2 / ~f' O
R \ NOW OR. FORMERLY _ E"AGARAK STEFAN B & 'rAMNAIE U
J If Of!~ p~tle'" Oap \,a 'C N N•A o / ;II ~I ;~I ( LO~ O V V 970' KINGSFORD C A 7511 -1DR GARY 27571 „ t
it n d -D 'o p,A-p r ~I:i`1 I f~~ p S P P 0 a I PIN0 0555, 7670347049 r ~ DEED l 70773
r DEED' PAGE: 00001
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9 / q , ` r CARY NC C 2754 , NOw OR T6Rk1ERCx,' - r n 1. PIN 0781031~2229229'
JONES; PAUi. E & LINDA 0 - DEED BOOK 08488 9624 KINGSFORD DP,
OA V DEEP PAGE 2064 ,OPIN 07610314148007 1 i f
PRObi DE OK ~CHEOH A DEED BOOK 08501 - DE C SIDE, ON OhLvEAEACH $IDE.OF v
i / DEED PAG 078 y V DAM ON EACH SIDE, S CULVERT 77 :RT
i
=---m g Lu 12
NOW OR FORMERLY B ALLARD.9 EANNA M &OODP HU~
a GARY NC 27511-1507 ' i t_~ 7 I z - t - it ----PLOW OR FORMERLY NOW OR FORMERLY F- Lu
PIN: 076103143141. NOTE: I II / DEED BOON 08824 9704 KINGSFO INGSFORD OR 113 LONGBRIDGE DR
PAGE: 1211 I I I I ' m~~ ~ • THIS PROJECTS SURVEY WA&COMPLETED BY THE TOWN OF CARY ~ CARY NC 27511-1538 CAR' NC 27577-9083 PIN 076103136823 W `
\ x ENGINEERINO'DEPARTMENT. ALL HORIZONTAL COORDINATES BASED f.: NOW.OR FORMERLY WESTPHAL, S WILLIAM & DONNA A CRAW1 LARRY & ANNETTE , U DEED BOOK: PIN: 076103137726 O HARPER, THEODORE R - DEED PAGE: 21 27~ DEED BOOK: BOOK: 70656
ON NAD 831 ALL ELEVATIONS BASED ON/NAV 88. Ly 9700 KINGSFORD DR DEED PAGE: 1554 d r CARY NO C 27511-1535 - -
~i PIN: 076703135940 - DEED'SOOK: 09026
DEED PAGE: 0047
mom
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KINGSFORD DRIVE v STA 20+20.66 } RIM 430.50
C/l INVERT 424.50
- -may _ _ -a - TYPE 1 STANDARD RING & COVER
d
j Z NQ pWjO ^yot z M ~t r~iQ a Z DEC
~Z +Im PROFILE
rQ •Fr'ii ott:F •~F. WW
+7~n 'v' SCALE: 1 40' HORIZ w 1"= 4° VERT.
..tea' Z .i7t11 g L for LLJ
~n r
PROP. 8" WATER UN
Al Z _EXISTING ~RAD~ - - FQ INV.
aa4 - ' _ - -
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_ pQ0 XIST- 6" WA llN , PPROX. INV, 423.00 4668 PC` SEAL_
{Q O I 6 ® I - 032652 a o
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PROP. 80 ~VATERI U all. ~ 4 SIGNATURE
416 - NVz . 67 REVISIONS
126 LF ®0.63% S' P
203 LF 0.63% 'PVC z
- - - 107 ® 0.632 8" PVC I
190 LF p 0.63% PVC
1 14% 5 P
408 L _ PROJ.,# SW-5006
DESIGN BY: JAB
NI MY O d r __-_W (D___ lV N I - DRAWN BY:HVG
01 b ~ W O O ~ _V M. In ri O CID, d m. d M Wi US O N ~ M try 7 N N N N N' N N IVI, V ~I d d N' N NI DATE: 12/11/08
^I O N i ~ NI N N h a N, N M v r r a~ .r~ v a a~ a~ a a. tk .r aa C4 C4 ui vi: ui: uiI ui fc co: r: co ao oi; oi' cl SCALE HOR: 1 "-40' c1 N N H N N N N Vi N N M SCALE VER: 1"=4'
~I al a Sri ~I ~I ~I
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
1 SHEET NO. 0 17+50 18+00 18+50 19+00 19+50 20+00

YV
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INSTALL CLEANOUT FOR t
10832 SEXHILL DRIVE TO
C) 0 l c THE EDGE OF THE SANITARY g~ y tiro SEWER SEMEN
/N \ Gi ~ .1~1 "V CD
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BEXHILL DRIVE F PROFILE < I= 19 z x CL
SCALE: 1"= 40' HORIZ
1"= 4' VERT. v LL]
U V
0 U) z
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Z Mp ~ ~ h O
opt rDQ Z_ U) CIO
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rx to U) 99
- T---
V U ' ~UZW T_. ~p -THIS PROJECTS SURVEY WAS COMPLETED BY THE TOWN OF CARY
}N>d'tll too ENGINEERING DEPARTMENT. ALL HORIZONTAL COORDINATES BASED
z ail ON NAD 83. ALL ELEVATIONS BASED ON NAV 88.
.jx c0i
L) 6 M y0 W z co ix O N
432
_ 432 z
Pic
Q BBpi{~
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w Z~~x9ay a`
i i SEAL
p 032652 ~z o
EXIST 24" RCP
424 - 24 °GLL A $v L°0° eoaGOO °o '
II
SIGNATURE
REVISIONS

81 0 1.09%8,
DIP 76 <F ® 0.50% OIP
148 LF ® 0-!YX 8 DI
99 LF ®0TX 8' D 83 LF ® 0.50% DIP
416 106 16
237 LF Q D.SOX 8 DIP DIP
I
DESIGN BY: JAB
77! PROJ.# SW-5006 DRAWN BY:HVG
DATE: 12/11/08
N i~ N W CD M co + W NIA, W O M h rD, 0 tp d• co N Oi C> ~D O'I ~i r N N b! fps 1~ ~I~ On, Qj yo~I D: aR N pN~ 1~N M M IOC
N M; ~M7i ipM7 IM pi C4 VN tl~ d VN''I, ~i O o'•i FYI Yi V VN' < o ni q SCALE HOR: 1 "=40'
SCALE VER: I"=4'
SHEET NO.
8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 1+00 0+50 0+00