20100549 Ver 1_Site Plan_20100726

~ ET~
~~6 ~ ivor INCCU~E~
~ ~ NAT 1N~LUDED:
amp ~ NOT lIVLtJDED
~~ADIN P~.AN 5HT 04

DRAINA~~ PhAN 5HT ~5
Rd~51t~N ~I~T~.~. P~.A~ 5NT 06
J~L~ 1g, 201Q
wor -rrvC~t,l~~~
nioT iivc~~~e~
VICINITY MAP
_ - NOT INe~u~~~
m
I ~ ~ ST~RMINATR' MA~JAGMEi'~T AMP# 5HT ~ 0
~
NOT INCGUD~`D
~~Tr r-~-rn,i W ,woT Ilv~~~t~~~;
rv~~ INeh~De~

_ ~ r STC~R~ DRAINAC/UTILITY DTA11~5 5HT 14
~ ~ , ,r
y«a e ; _ 5HT 15 SI~IME~ITATI~N ANQ ER~51C
ii: C
CO~ITR~~ dTRI~.S . I RIOT INtr~~a,rD~C
ry ~ ~ IVOT 1IVCLUf~ED
t ° ! ~L. ;j NOT INCLUDED
if ---~r~ ~ III , 2 " i I . , ~,~~~I~~rM`} G"~' e 1 I C ~ €~l~„ T IN ~ UD C NO r ~ ~
~T~ NOT INCLUDE
a - ~
i i I J I ~ ~ _ , H~MfI~~Ut~AY ~ ~R15HAM ~LCI~R PLAN . 5HT 2.1
' GR15H~(~~41=RahJT EI~EVATI~I~ 5HT ~.1
;
~ ~R15HA~i FRONT ~L.VATI+~N 5HT
SCALE: 1 "=500' ll.' ~ ~1~
~ HEN~If~11NAY ~R~~1T ~L~VATI~N 5HT
~ ,,U.. ~ 1-1ENiIN~1~AY FRONT E~~VATI~N - _5HT 3.~ c
T; ~ G[~15HA~ 5[D ~ BAR I~~VATI~N 5HT 3.Sa
TRAFFIC STUDY NOTE: ~ l [ ~ Gk~15H~M 51D ~ RAID I~FVATIC~~1 5HT ~.51vE
~
A TRAFFIC STUDY IS NOT REQUFRED SINCE 51 TOWNHOIviES AND ~ L ~
20 SINGLE FAMILY HOMES GENERATES 38 A.M. AND 4J P.M. PEAK ~ ~ ~ ~ ~,I'r151-I~Il+151DF ~ REA1~ LEVATIQN SHT 3.5f~~1
HOUR TRIPS. TOC ADEQUATE PUBLIC FACILITIES ORDINANCE I I
NCl~if~l~llAY SIC~E ~ I~FAR FLEVATI(~N 5HT 3.5Rc
DICTATES THAT ANY DEVELOPMENT GENERATING SQ OR (v10RE ~ ~ y, ^____.~..~.m . i
PEAK HOUR TRIPS KEQUIRES A TRAFFIC STUDY. THIS I _ _ ~ " DEVELOPMENT DOES NC7TMEETTHA7CONC)ITION. ~ - - - ~ Wit: H~~v11NWAY SIC~F & I~FAR FI~FVAI~IaI`~ 5HT ~.SR~~
~ ~ ' H.E~1~~1~WA1' SIDE & REAR FLEVAT1~iJ 5HT 3.5R~11
l~l: \ i I 51:.A~ I~FTAILS 5HT S1~
GENERAL NOTESc `
~ C
1. FOR DRIVEWAYS THAT ARE LOCATED WITHIN SIGHT TRIANGLES; ~ I ~'f ~ I / " III ~;A.I~I.YITF 11 5HT
THE HOA SHALL INFORM RESIDENTS THAI" NO PARKING fS ~ I ~I - : J~•, ~ ~ I:If~~A~L. 5NT ~.1
ALLOWED WITHW THE SIGHT TRIANGLES/EASEMENTS: ~ ~ ~"f~ ~ .
. Kf~((~LLt~IC~C~D - 5HT A
2. A NOTE STATING THAT NU PARKING IS ALLOWED IN SIGHT SCALE: 1" = 100'
DISTANCE EASEMENTS SHALL BE INCLUDED ON THE ~~I~RC~SF 5HT
INDIVIDUAL. LOT'S SEED.
W 3. UNLESS EXPLICITLY SPECIFIED IN THE NOTE5 ON THIS SITE PLAN,. _
THE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH THE
CRRY LAND DEVELOPMENT ORDINANCE (LDO) AND ALL OTHER ~ eject ~`umt~~r IO-S~'-006 ; ORIGIN©Al. 5gU+y~I1~1'A~L: MAR~M IGr ~V1U ~~~i~pl`900 GUp~Q-00~
ARI'LICABL[ R[GULATIONS AND GUIDELINES. IN THE [VENT flF ~ REV15i0f~~„ qua"~ ~'r1 CA~~~,~ "~k~,
APRIL; 29 2010 ~ oo~ JUNE. 1d, C11~ n~"~ ne',~pFCSSIp~~ `s~
A DISCREPANCY BETWEEN THE APPROVED SITE PLAN AND THE JUN£ 2E3, 201.0 EARLY GRADING PIrI~MIT 4 ~ ~ ~ ~ °
AI~RLICABLE REGULATIONS OR GUIDELIN[S, AND ABSENT JULY t9, 2©1C1 EAf2LY CRAD!NG PERMI~~-P,EV15ED ~
- CLARIfICATION OR APPROVAL OF SUCH STATED ON THE 51TE ~1~.T1C11t1~, ~)'cllP~ ~ 0 18498_ ~n~"
r~~;u~e~rin !)arc ~ o~~~°~~~''~G ~ ~~~~pd~~~~
s PLAN:OR OTHER RELATED APPROVAL, THE APPLICABLE pn ~ r,~ ~ -0a~~ a.
a REGULATION OR GUJDELLNE SHALL APP-LY. ~°a°ffoan ooy~~°° Qa ~
0.d' l.`°~.
Y4~lG,4alJ ,ar~sa~',~rn5are~o¢,ia~+Tsrn :
~ PREPARED ~Y:
S ~
a
~~~~~~~T ~i~~~i~ I~RIV~ z ~
SUITS ~5~
E~f~INEE~S I Pl~AiVNERS A SURVE°dQ~ s ~ na ~
GARY NC X751 ~
_.a _ - - - - - - - 711 MacKenan Drive C:n~y, North.Carolin;i ?757-1 YeL 919-469-3340 www.withe~~rsrava~nel.cum I.icensel ~m 1.i~,rlnsc~ N~~. C-U~3'? TEL~}~H0~1~. (914) 8~6-~k 1~6 c
v~~~
AT~`N: SANDY ICING J ~t>~
a i a- ^J . L
N c~ 0 L)
a
a 0 0
i o ~ _
n_
Y

Fit
/ wi=Im\ r
55
W �N I R l 50' Lrrs
CTRIC
. � _ � �� �; I I I I •zo , z 1 ., `.\� NF �`�, .� \� \ rr! 1!1 �1
r
EiP i. ^9 � ``�� \\\\�8\\_� TRAFFlC SIGNAL f METER E
~�_W QONTROI t FR r r r
\ \ i f `� n �� `=�\`� I t _ = ~`'•� QA61NEr VA
QNa.'
5&271
RjGx -1� f La j
WA
I _ r
r y
I �1
• I � �� j
Ex SSIH„ \ 7e'fene '�' 43
1 f l 1 -
1 UTILITY NOTES:
1 I € f I I • €� 'I € i `��a ` •''� r -"-$ �� �� I�1� t. SPECIFICATIONS�ONR� OE�FkBE IN M TTHEA��µLATEST � SON. THE TGYIN OF CARY STANDARDS,
LB 1l f j + 2. ALL A60YE NHOMGL� GUTSOE aY PAYED AREAS SNAIL HAVE A PoY ELEVATION ONE TOOT
PACT AREA _
°al J C R\J A M f I 3. OVA7ER LIME SHALLMA BE i AID AT
OFF EDGE OF CURB ALLY M 9WYm GDOE 1:�.
a" 4, OVA ER MAINS SMALL BE U� AT LEAST 10 FEET LATERALLY MEASURED EDGE 70 EDGE FROM
r f 8 3 r _ ♦ �`aa .3_ r EX+ST9IG OR PROPOSED SANITARY OR STOW St" UNLESS THE ELEVATIONS OF THE 60TrOU
m I € r`��' c f rJ , + II HO ENE YFATER MAN IS AT LEAST IB MOSS ABOVE THE TOP OF THE SEKR MTN A
1 f )fII I • . • ` _t -^ _ ''� ; • 1 ^� ! f HORIIKRZON
5♦pAtLMTON OF AT lFJw57 3 FEET, NHERE A WATER PAIN AND A SANITARY
r I III I CIP I r STORMNATETF-_" -'I _ _ t l 13- 6 gt t 2" DLOW -- 1 F F J PASSES UNDER Tiff SANITARY SEWER THE E ER MAIN SHALL I13E DUCTILE E ON PPE ALL 8 INCHES OR THE WATER E
1 r 1I) YOkN �� ! E'�� f WATER WNES SHALL BE DCTIE IRON PIPE
+' I C ! I f Ir NMu MH n _ 'NRM: CU C L 1 —W ,T,,�, ` ; 1 f f O ! ! ( S. ALL WATER SERVICES SHALL BE t' TYPE 11 ODIPER AND ALL SEWER SERVICES SHALL BE 4-
x f ji 1 I J SCHEDULE 413 PVC UNLESS OTHERWISE NOTED.If € V T n c^' .M r •� ';. l 1 f a. COHWACiCR SHALL VERFV LOCATION OF ALL EXISTING UTILITIES PROS TO CONSTRUCTION.
Yb OWrMIOAMr°� F ylun' 4� 1 I LOCATION EXISTING VTaJTES SHOWN ON PLANS 6 BASED ON SST AYAILABLE vwcNuATON
C f f ! 1 TAmrvrt 1 _ L 1 6LIT CAN SE rO+�D ONLY AS APPROMMATE
i 564 f �1 1 € 'T r 'l ,+ L-a i rj __ ! C-I 7. 5MTARY SENIOR YAKS INSTALLED 1WTH A DEPTH O' COVER O: 14 010. TOW FEET CES
1 p I /r(}jIf T � ` aL �� Jr f i INSTALLED
IMTH DEPTH
F LOVER OF 14 F EH CARY s FEET
S O L RE SEWER SERVICES
+ I! I } f 3/ j i�''a� 63 I , _ $ 1 _ I F 1 I IRSFALLEO WITH A DEPTH OF COVER 4w IN 14 FEET 70 20 FEET SHALL REQUIRE MAIMS
S 1 AND
'� _ FROM 4" BELOW THE SERVICE A TO 4" FC INCHES OVER THE SERVICE LILT. SEWER WARMS IRON
f I $! N + j-- L " �I # 11 '� 1 + PIK FOR THE ENTIRE
WITH A DEPTH ff UDDER OVER UE FEET SHALL �OiIWE g7CTILE UiOi
f f - f PPE FOR THE FN71RE RUN BETWEEN MFNHOLES OR 0.EANO ITS
_ 4_� t f f r 1 8 MINIMUM SLOPE FOR FOWL NCH SANITARY SEWER SERVICES SULL BE 2X CILMOUTS SMALL
r/ r!� 1 = i LyJ 1� f 6E PRIMED AS SHOWN ON TINE 1. OJT SMALL BE SP. AT NO 1AtEATER THAN 75 LF
_ ' -- _ FOR 4" SERVICES. ALL CLEANOUTS SMALL EXTEND A MINIMUM OF 6 INCHES ABOVE FINISH
i. Ir 65 ! ` /� �a r I GRADE OR MEET THE OPTNINAL CLEANOUT REOIRREVENT METHODS AS SPEOFED N CART
STANDARD 7.01. O.EANO)TS LOCATED IN PAYED AREAS MUST HAVE CAST HNON RISERS.
J ! I I f 6I ' •H i �_ !! ! ! r!r 66 ! !! ~7` ! ` `I MINA NRMtAy i+; a :s I o ArnwfS k BRASS cAFs
7 9. EI PRECONSFRUCTION YEETNG WAY BE REOLW?eD FDA THIS pONSEMiOriOFE
`Y 56� j i I f • J '� �� �r 1` !'l ! 67 �' 1��� - - - -2 =" !� ! 11 o AREA REQUIREMENTS.
!!hh I La aOwDFF ASSEMBLIES N TRAFFC AREAS SMALL DE INSTALLED PER T011N OF CARY TRAFFIC
_ TAPPING SLEEVES 94ALL BE USED IN LEU OF TEES ON ACTIVE WATER IBffS,
` 1 i2 CONTRACTOR SHALL LOCATED LOCATED BOTH HDPoZfX1TAL AND VERTICAL LOCATION OF Nt EXISTING
f UnUTIES PRIOR TO START CIF
CDLISTRl1cnON. CONTRACTOR SHALL VERIFY THAT ALL VERTICAL
CLEARANCES REOIIYtEO By
TORN OF CARY ARE BEING MET FRIOR TO CONSTRUCTION. ANY
DOFF t I I I I CONFLICTS WITH PROPOSED AND EXISTING UTILITIES SHALL BE BROUGHT TO RIME ATTENTION OF
THE RESPECTIVE UTILITY OWNER/OPERATOR, TI$ OWNER Gi TIME PROJECT. AND THE ENd'ffFR
OF REUORD. PROFEEDNG WITH CCNS7RUCHQY SHALL BE APPROLED BT THE
PE'pECRSE
70 I I 7T € u I �f F`Y�� r I UTUTY OWNER/OPERATOR. THE OWNER OF THE PROJECT. AND THE ENfJtEER OF AECORO. ANY
` j FIB'+ WOW
N R/OPERARIR.ORMED BTHE OWNER TOR ACT. ANDTTHEE ENNWEEAL OF ERR F RECORRDUfYu BE AT
L� € I 1 I IL f� I A+/ i I RISK TO 31ff CONTRACTOR.
r 1 "` r I I 13. CONTRACTOR SMALL OBTAIN CLINES OF APP CABLE PERMITS AND TO COMPLY NTH ALL THE
{•1 I rfI i i `�^l L— L_ ! A� CO TiONS OF EAON OF THE PV=TS ISSUED FOR THIS PRCECT, rcwmD, BUT NOT UNITED
58 1 € • I OF CARY
r.PrP~�rN� ulMc SEra09LElEiTATIOON Md CARY
CONATER µTOSEIMER ROL PIEW TITS, N9( OT �tffWAY AND ENCROACHMENT
5661 t t • :1 I 15 I I 1 € I 1 i _ 1 - M ADIMEN, NCOIIIO AND I151LCDE ENVIRONMENTAL PETiyl75.
II 11 TR Y.
Ile I ,4
6 .6" _ + _ �� a N ova
, „ j f aTAL,ar.
-
lit
r r 1 r/ r r' r ,! 5Y•GCKING f
_ - - °`! I
1
�.__ I J L-------J L_--_ T I ~� __
rm 19 FM l�41FAr
_ !f E ]rZ N 0 C ,. _ _ — — — _ _ ._...J L_�....--_J r �•.� I -, T�� I � r-n,ee'
1 r tf 4 4 r 52 wsf
I �- _ i f 1 EiPc P 2D• LANFAPe IPf+ 3— I i I we k� II Iyi f
EIP t0 YEET �' BUFFER SFAN D 1t
56�1:-Ili;
571 I 572
.,::•{�`•.�
! ! 1 I I € I d
J! _..r :i.�:. I I I1�{k i I I z PRE RY
m ` �• -��r— �t,�`.� --N r- --__ J L ---I — — ;':311
I f I I C ` ,-�.• — �' PERIMETER LAN a sDFFER NOT APPR R� TRUCTIO
EfPC TO MEET TYPE "B- ®1EIP EIP FF R STANDARD � 1 y Cary APPROVED o*t Number 1'6"" ...�""
5 68 I I I ``p_ TOWN OF CARY
I I ,,.
573 I � � � AppYOYCd by D1lC GRAPHIC SCALE
1 EIkFOR T WOOL) j
f I I 575 TR TELEPHONE ``r Planning Date
574 w o xs so
€ I I I I I I CONTROLLER CABINET 1� �1 EnginccMg Da,c
._ 4i
- i inch - 504.
NG. Revision Date 13Y Desigrn sH°rr DAVIS VILLAGE WITHERS RAV E N E L
t AS PER TOC REVIEW COMMENTS 29, KLJ W&P ,• .50'
2 AS PER TOC RENEW COMMENTS It 1 KW Orrwn By DOH
CVc By GAS 1°IrND. 11 !O UTILITY PLAN ENGINEERS 1 PLANNERS I SURVEYORS 3
MW 2tIIDDo2 CARY WAKE COUNTY NORTH CAROLINA D—
carv.NoehC..°n�2>51, ,�IYI9,e�Hwwin�� c.a�rNo-E�YJ�

TEMPORARY
STREAM IMPACTS
20 IF
200 SF
0.005 AC
i
ZONE 1 IMPACTS :
600 SF
0.014 AC I
ONE 2 IMPACTS
100 SF I
0.002 AC
m
I Y
z. :2:
Y I
z
I z
I m
m
C*lI I
0~
0
o
w
I
a-w•
0
a
N I
�•
I I
3 63
I
I
�
TEMPORARY IMPACT
SUMMARY
ZONE 1 NRB
ZONE 2 NRB
STREAM
1200 SF/0.028 AC
500 SF/0.011 AC
20 LF/200 SF/0.005 AC
z
0
x
H
x
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
II_ DAVIS VILLAGE III IMPACT MAP III WITHERSM&- RAVENEL
SANITARY SEWER CROSSING [.INL[RR f 1 PLANNERS 1 fYV[YORf

GRAPHIC SCALE
1 inch = 30 ft.
II DAVIS VILLAGE III SANITARY SEWER CROSSING III WITHERS &— RAVENEL II
ENGINEERS 1 PLANNERS 1 SURVEYORS
North Carolina

z
Ld
y
Nj
0
Ld
o
14�
0
0
0
O
a)
a)
M
cn
0
0
0
o
o
o
o
0
I
o
—S
PERMANENT DRAJ
EASEMENT
A` OR 13772 PC 9 In,
TEMPO4 CON CTION
SENT
55 DB 7 47 2 PC 9 41
IIIIRZ�11111
a 4
A`
A`
50' NE S 50' UTB
I ' IRIVE M U B F R
A` GM, -THE
I
INS TOP BANK) TEE
W4BI Pil
CAR
VARIABLE WID F-foiN
OF
3[1' 2 MUITY EASI
JZOE 1
560
� � j I 11 �/ j
562
1 11J 10' WAL
EASEMEN
7
0 W TH T1 OF 1
C111
cn UTIL I 0,si—,"T <
till
It
& /!J
q
TR/TE N WE Z
FFIC GNAL
VA
OHI— —0
714+00
n" ------
37 116+00
3 3:
CO
39
Ct
C
44 W IN 4 X,
41
�r A
W ST PH
P
DRAI EASEMENT
GO 3 2 PC 92 TO
PECANS E
GAMES
6" IM 13772
C?
N
All
Oik
4.
20`
RINGE
M
REMEN
LIC N,
OCI
nk TRAFFIC SIGNAL
y-
CONTROLLED,,
CABINET
31
-n
­Wftl EXIST Ell -
A
V
0 % _1Wz 41
'7 n,
NO
J_ -7 nn zzzzz +
'n. UTIITY & LINE
3 In. LPIPELINE EASEMENT I I
zzzz Lu
Re" I DB 13772, PC 929 TEMPO ON
35 A MENT
R'
-
20' WIDTH WM WIN! 43
,N. CAr
aw'WEMEN
1) I. 0 45
SS
WIN!
46
�
47
y�2
2
49
W1 51
z
Lill
W1
5631
1
E V.
: f
�PACT
�ARE_A
I 1�1
E
M
Lill
1 00
V
M 4" G.V.
f4 WIN!
DO
000 IN
13- 194 T-
STORMWATEIr -- ----
BMP
SS IN
S
-CU
W
­zft, H 9
2" BLOW
10* WALL MH 11 ;;- U --%
G 45.45'iF
MENT I L9 C
�1_ I I W
TOWN OF CARY 0 %qRY %% I I-
STORMWATER ACCESS CO UTILITY I%.. &1J,r -
AND MAINTENANCE C/o
EASEMENT % 6-
564 + + 5
4 L_
0 ♦ 63 2-
J/ % V I MAILBO
Q_ % WATEk-ME1E_W
.0 %
a % % ION. _KWK L
L J
L % % _J
WIN! L _j
% 65 201
101, 10' WALL > %
IEASEMENT 30 T)
WIN! I I
CO -PA
66
""4INAGE EASEMENT
_J
61
56 If g/,� I 1 0 CO WM
W 4 G.V. MH 11 wu
0
Ail BLOO OFF 17,0 WIN! 6" 6
D r --------- I
U GUY'
FH
1.4 P / 1 1 69 70 1 71 WIRE
C
n > AIM
rrI 60 WIN! W IN.
GV 0 WM
rR -7
CO WIN! WM
9 58
566
7 "x4" EDUC
x
1 9' TEE
If SOCKING W G
S
6- S MH 14 116 5a-Gr
ON SE
0 W
RIVER 50$ UTEI C4
E3 kFER W/BLOCKIN
U) (M Ur
ED 5 C WIN!
RRIW THE: ;z 0 WM 3-4' CONDUITS
OF 8AN�)
S_ 0$
1 6 SS_ 13
S_ 50# J L - — — — — — — — - J __J L_ --I F
.-ZON
ETER LANDSCAPE BUFF WIRE
20' PERI 4 52 GUY
53
TO MEET PE "B" BUFFER STAND D. NIa+� 1 11 1 1 j � I I
C:�
T
56
rz
rri LOW
Will
En L,
571 572I. mm_
q 1-
z
LJ In
CO L
C: - - - - - -
­7�
7� PERIMETER DSC PE BUFFER
TO MEET TYPE BUFF R STANDARD
568
No.
Revision
Date
By
1
AS PER TOC REVIEW COMMENTS
04/29/10
KLJ
2
AS PER TOC REVIEW COMMENTS
06/14/10
KLJ
Designer
W&R
Scale
1 " =50'
Drawn By
Date
GAS
3111110
Checked By
Job No.
KLJ
2100002
CARY
DAVIS VILLAGE
WAKE COUNTY
FES (15")
INV 338.64
1 ELEVATED WOOD DECK
573 1 575 FOR TELEPHONE
574 CONTROLLER CABINET
576
NORTH CAROLINA
UTILITY PLAN
177+00
r)
EXISBT
UTILITY NOTES:
ski-
EOP-EOP 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY STANDARDS,
SPECIFICATIONS AND DETAILS, THE LATEST REVISION.
2. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE A RIM ELEVATION ONE FOOT
ABOVE FINISHED GRADE.
3 WATER LINE SHALL BE 3' MINIMUM OFF EDGE OF CURB UNLESS SHOWN OTHERWISE.
4' WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY MEASURED EDGE TO EDGE FROM
E�01-E EXISTING OR PROPOSED SANITARY OR STORM SEWER UNLESS THE ELEVATIONS OF THE BOTTOM
% OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A
HORIZONTAL SEPARATION OF AT LEAST 3 FEET. WHERE A WATER MAIN AND A SANITARY
Y SEWER CROSS, AND THE VERTICAL SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE
PASSES UNDER THE SANITARY SEWER, THE SEWER MAIN SHALL BE DUCTILE IRON PIPE. ALL
21: WATER LINES SHALL BE DUCTILE IRON PIPE.
5. ALL WATER SERVICES SHALL BE 1" TYPE K COPPER AND ALL SEWER SERVICES SHALL BE 4"
SCHEDULE 40 PVC UNLESS 0 NTED. 6. CONTRACTOR SHALL VERIFY OLOCATIONTHERWISE OF OALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION
BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
7 SANITARY SEWER MAINS INSTALLED WITH A DEPTH OF COVER OF 14 FEET TO 20 FEET SHALL
REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH CARY STANDARD 07010. SEWER SERVICES
INSTALLED WITH A DEPTH OF COVER OF 14 FEET TO 20 FEET SHALL REQUIRE CLASS I BEDDING
FROM 4" BELOW THE SERVICE TO 4" INCHES OVER THE SERVICE LINE. SEWER MAINS AND
S:
SERVICES INSTALLED WITH A DEPTH OF COVER OVER 20 FEET SHALL REQUIRE DUCTILE IRON
PIPE FOR THE ENTIRE RUN BETWEEN MANHOLES OR CLEANOUTS.
8. MINIMUM SLOPE FOR FOUR INCH SANITARY SEWER SERVICES SHALL BE 2X CLEANOUTS SHALL
BE PROVIDED AS SHOWN ON THE PLANS BUT SHALL BE SPACED AT NO GREATER THAN 75 LF
FOR 4" SERVICES. ALL CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE FINISH
STANDARD 7.01. CLEANOUTS LOCATED IN PAVED AREAS MUST HAVEAS IN CAST IRON RISERS.
FITTINGS & BRASS CAPS.
31: 9. A MAY BE FOR THIS
10. BLOWOFFPRECONSTRUCTION ASSEMBLIES INMEETING TRAFFIC AREAS SHALLREQUIRED BE INSTALLED CONSTRUCTION.PER TOWN OF CARY TRAFFIC
AREA REQUIREMENTS.
11. TAPPING SHALL BE IN LIEU OF TEES ON ACTIVE WATER LINES.
12. CONTRACTORSLEEVES SHALL LOCATEDUSED BOTH HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING
UTILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT ALL VERTICAL
CLEARANCES REQUIRED BY TOWN OF CARY ARE BEING MET PRIOR TO CONSTRUCTION. ANY
CONFLICTS WITH PROPOSED AND EXISTING UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF
NNNNNNN`1` THE RESPECTIVE UTILITY OWNER/OPERATOR, THE OWNER OF THE PROJECT, AND THE ENGINEER
OF RECORD. PROCEEDING WITH CONSTRUCTION SHALL BE APPROVED BY THE RESPECTIVE
UTILITY OWNER/OPERATOR, THE OWNER OF THE PROJECT, AND THE ENGINEER OF RECORD. ANY
WORK PERFORMED BY CONTRACTOR WITHOUT THE APPROVAL OF THE RESPECTIVE UTILITY
OWNER/OPERATOR, THE OF PROJECT, THE OF WILL
RISK TO THE CONTRACTOR.
13. CONTRACTOR SHALL OBTAINOWNER COPIESTHE OF APPLICABLE AND PERMITS ANDENGINEER TO COMPLYRECORD WITH ALLBE THEAT
CONDITIONS OF EACH OF THE PERMITS ISSUED FOR THIS PROJECT, INCLUDING, BUT NOT LIMITED
TO, THE TOWN OF CARY WATER AND SEWER EXTENSION PERMITS, TOWN OF CARY
5"06" TAPPINJ IE SEDIMENTATION AND EROSION CONTROL PERMITS, NCDOT DRIVEWAY AND ENCROACHMENT
VEMENT CUT OR TAPPING PERMITS, NCDWQ AND USACOE ENVIRONMENTAL PERMITS.
PU TER IN, N ONLY.
Ill EPAIRED
SAME DAY WIT 10 ONY CUTS TO THE EXISTING
AND 2.5" S9. MULTI -USE TRAIL WILL BE
RE -POURED TO TOC STANDARDS
AS PER DETAIL 090000.01 ON
1 0 DETAIL SHEET.
BORE AND J
K 1
26 LF 6" D
111 WITH 12 3
�RIERPIPE
ELENCASEMENT
T=0.1BB"
� t
11
1
i l� �
P UC
-B
7 3! EN
-EOP
is xls
Cary Project Number 10-SP-006
APPROVED
TOWN OF CARY
Approved by Date
Planning Date
Engineering Date
PRE
NOT APPR
I
RY
FRUCTION
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Sheet No.
3

VIM
:No....Revision
ante
B
i
AS PER TOC. REVIEW COMMENTS
04/29/10
.KLJ
2 ;:
AS.: PER TOC REVIEW ::.COMMENTS
06/14/10
_ KLJ .
3 '
AS . PER TOC REVIEW: COMMENTS
07/19/10 ':KLJ:
- - -

No.
RevNion
Date
1
AS PER TOC REVIEW COMMENTS .
04/29/1.
KLJ
2.
AS PER TOC REVIEW COMMENTS
06/14/10
KLJ
3
AS PER OC 'REVIEW COMMENTS
07/19/10
KLJ

No.
Revision -,
Date ;
B
1' .
AS :PER TOC:::REVIEW.` COMMENTS
04/29/10
KU
2
A5 PER TOC. REVIEW: COMMENTS
06/14/10.
KLJ:
3
AS :'::PER OC REVIEW. COMMENTS .
;:
07/ 19/.1 o
KLJ .

64OLM:WITWM&A� POST,
SKIMMER
AI
e .
VARIABLE AS
" 1
lop
DETAIL
rTu " 1 1
►(SEE:
RPE
I...d
r /
aSi
PROTECTe�F'
fASM1
IAI�IO'✓tiE#u.
1
#!b�
''^
b'bw`►r
obi
�aE.
OR:
c. '• ;
..,1�
{
r
1
MINIMUM�ii���b
GAUGE1Ifb
Y'
rlt�ib'b+►
�b �T
► ♦ ► ►
_
y��4*s'rtw��s
F+}
b'lbb�#�'4jj
�ielEl
i�R
J�I�
SLOPE«
1 a
A�
all's -
i
'
�
" -
i?.##A«E�.b.bai3r.
�}fi�.�1r,���`,tl��krR+.,�ij
... ... ..
ii ...
... ..
A
:...... _,LENGTH
i�E•'�'i.S.9'a: rRt!%,
'�
IIb*w)
�;Y �dYbbb4r�P
+sy''���
b�41ee4b
i6wt
�b Isbbe
� r .
�ybdb9►Rb�e�b
b•�
R'R tlMR
b**iY+bt
�Y,
l
!'4ir�8bE
s sre
1 p*AF
sus#t
rb b!a#gl`r
�t#ll,
111)
_
e!
�.
�w
11ilili3.�lllit?I?Sifi9i1911?[i.-,9111
��bb
Yb♦
',r.
ili[TJi,IIIIIClii1IIIEilliililt�ltklt11��111t.i31"=
_..,r�b�Ibdbb-IFft
..
1
`! SECTI11
► • 1 •R `'
STONE^ APRON
UZCpFl s rCN1rC 1iriLi rynQn {,/.SaNlY r. —r.^ Mi , .. -..... .. -
DOES NOT EXCEED 114 ACRE' AND NEVER. IN
:,'. PIPS
acrrre nr rnurc►aroeTcn ri nib I " 11111:.. .: �k FOR REPAIR OF SILT FENCE FAILURES .. .' . rd:1c I
e
e '
.. e
:�w�■bay"�1"r`
ow�
4 r
w i, rT� ,'w �'r q�. ��-pp: �r r �.4�y� �`:•"S�. 3 G,��q .. T.•,r ��rl
NOTES .
1. USE. .0 ORMNAGE AREAS NOT. EXCEEDING 5 (F 0 ,ACRES.
1::EARTH::BE?M SHALL UE STA8IUZED:*/SEEUINC'ACCORviNG TO TOWN
SPECIFICATIONS.
�••-- LINE WEIR t'rIrY1 RIP. RAP
1. ALL PLANTS: DESIGNATED TO.BE'`SAVED SHALL BE
GALVANIZED' HARDWARE WIRE
' ' ' ....
PROTECTED BYr'FENGING .. AS ILLUSTRATED: .
EXTENDS TO TOP OF BOX STANDARD METAL POSTS t-"O"IN GROUND
2. INSTALL TREE 'PROTECTION FENCE AT .TREE DRIP
LINE OR AT:EDGEOF DISTURBED AREA. AS.5HOWN
ON :PLANS, PRIOR TO COMMENCEMENT OF
CONSTRUCTION,
1 SPACE: TREE PROTECTION ZONE SIGNS A..MINIMUM
OF ONE EVERY`.300 FEET.: THE SIZE OF. EACH
....
SIGN MUST BE. A. MINIMUM OF Z' it 2' AND' BE .
.- ..
VISIBLE. FROM B17TH SIDES OF.TNE: FENCE.: THE
SiGNMUST CONTAIN. THE FOLLOINING LANGUAGE,
6
TREE F+ROTEC7iQN ZONE, KEEP oilT~: IN BOTH
------------
ENGLISH AND SpANISH.
FROM
WATERSHED
VENT
SCREEN: ACCESSIBLE .
SEEDING SPECIFICATIONS
T#1ROUGH DOOR
t s.
'. : ; }.: 4.,St,tt.5,pt t�t�r,t.155.,;t: ri:,.rir.e'.<.rs•". , r .1 4. .. DATE
q �y+ �p+�®py PLANTING
y q y+t rye +y
B./AC
r r: -
..
r5
.. ..
n
�w 7�g y�
RIP RAP APRON
AUG i5 -.NOV 1 TALL FESCUE
t�RBAY 1.
r ...
000 SF
_ .. ........ ............... .. ........ .. PJQV .i MAR.1 TALL FESCUE 3 00. !.
_ .. .. OR
.. L�lA.. A LU.lEQ0V'I*'
r
Ai' TAkpL `ECU 30 . t ," ..•� r " .,.•,: •...". ,: r r � MAID 7 R 15
°
BS
:. APR UL 3(l 1�tLJLL C f�e11[1 3C1 LI.IAC. C L .1.Et€�
PLAN vrw J
3` (1 L� !AC nR i 1 rk 11 nc)a P
UL ] 5 AUG 7 5 TAI.1:. �'ICUIo �nd Q
TOP OF DAW
L
Dior
j
I
:SURGE
{NE 1':
^
�DR��Uv�U�A�1YLRlA�.Oi !4 L3.l1 000 5FEINFOlCEJ R1DS 3�
CHANNEL 4Q PVC FILTER
�''"" • '"•
�A1R1C
RI Ib FLEXIBLE JOINT ,.•••}:•�:•�:•r'":•:';.•.•.`•:i•:s'.`•::;:::':::':::^°:�.''''
:.:........ ^:-..:.:.:.:....•..,.... , ... MULCH WITH STRAW APPLIEDAT THE RATS OF 75 _ 100 L13;l100© SF
RETRIEVAL ROPE. .
HEAVILY NUDGED DURING AI�IUARY MARCH PERIOD
OUTLET ENO: CONNECTION
TO OUTL T F�iP OR RISER
let.
UNDERDRAIN
APPLY AGRICULTURAL LIME AT THE RATE F 90 1`10€0 SF
_ .. i i ..a, .:-W7i
S1UNhAFHUN V�Mif
u L EC I R AY :H Ai e -®
�®
a° ly
BURY.WIRE.FENCE, HARDWARE CLOTH,
u AND.SILT' FENCE FABRIC S INCHES INTO FRONT
tI .lp)TOWWOFCARY
s3 THE TRENCH ?7AL yl
° o: ..:.m.
n .: ..
.. - .. '. .. l)ETAlL-N31.
STANDARD.TEM�'��ARY I�CMMER BAS1N p
STANDARDSILT :FENCE NUTLET ,. STANDARD LEVEL SPREADER p4�i0C?;22 �4C}fJO, 03
14ClCit3.23
.;
/ 9aEt'T �..1._SHEET.t 2:F.1Ct TIV. 1Z11QF479. .. 5iE t.z p i3Tl li o a o: o ..
E 2110 f]9 EFF'E'CT1VE..12i11)1C7Vt�. � Aare o.
]d�� CTiVE. 1 /. �m 'Ir °na4saaa . C�,na
Engineering Da
te
Dacca