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' B.O.M. 1989 PG. 490 • I~,
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• 1.) THIS IS A SURVEY OF EXISTING PARCELS OF LAND. ~ ~ THIS I T P ~ ~
• LOT 32A © ` S A 0 OGRAPHIC SURVEY. \ 2. BEARING F S OR THIS SURVEY ARE BASED ON N.C. GRID NAD 83
LOT 32 ~ O " ~ ) • , AS SHOWN QN SURVEY ENTITLED PROPERTY OF B.A. ANYONE ~
0 ?86 . ~ l~ 0 © \ TRUST -BOUNDARY SURVEY" PREPARED BY THE J HN R.
a s ' AMMONS EAST ~ 0 ~ • ~ ' . McADAMS COMPANY, INC. flATEO 11-6-0 . MMONS EAST CORP. 2 ~
ROAD ~8 LD POOLE 0 D.B. 3883, PI ).B. 3883, PG. 180 \ 3.} ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
60' PUBLIC R ~ ~ O a IN173312~ \ 9 Q . PIN 1733127674 ,p 4.) NO GRID MONUMENTS FOUND WITHIN 2000 OF SITE. V
O s ~ ao Raw em \ 5. FLOOD NOTE: THIS PROPERTY IS NOT LOC
C ?8y ' \ ) ATED IN A SPECIAL ~ aF iwANDONED F100D HAZARD ZONE. iT IS LOCATED IN ZONE "X" A lECTION Of POOLE ROAD S
Wa ~2g0 , f \ DEFINED BY HUD F.hR.M. COMMUNITY PANEL s<°:
~--C. . " • , ~ 37183 C 0555 E, DATED MARCH 3, 1992. S 344 f6 E
o, .1 19.7 Z'!8 c \ 6.) REFERENCES: DEED BOOR 2755, PAGE 197 fa4.3 \
J SLOPE EASEME DEED BOOK 6391, PAGE 61 ~
O ?)s PG 1523 O k a DEED BOOK 9211, PAGE 544 7.0 OU +xe \
C i ` ~ TowER ' ~ • PLAT BOOK 1986, PAGE 716 PLAT BOOK 1988 PAGES 1 - s
~ ~ i ~ + ~ r~-~- 523 1524 ~ i 1 ; ; 'T- _ PLAT BOOK 1999, PAGE 360
O ~ \ +175.5 ~ ~ ~ 1 } T-~ ~ , ~ ~ ~ , ~ , ~ PLAT BOOK 2000, PAGE 746 ~
C \ 1 1, , ~ 1 ~ ~ ~ ~ ~ PLAT BOOK 2000, PAGE 980
C -i.~-; ~ ~ ; ~ ~ OF THE WAKE COUNTY REGISTRY
O 274 ~-1 ~ -i.~ ~ PIN 17 33115999 & 1733115313
C ~ 7. UTILITY STATEMENT
THE UNDERGROUND I '
O ~~-r UTIL TIES SHOWN HAVE BEEN LOCATED ~ ~ , ? r-,. _ FROM FIELD SURVEY INFORMATION AND EXISTING
C ~ i ' ~ ~ ' T~ ~ ' DRAWINGS. THE S R , ~ , ~ ~ , , , U VEYOR MAKES NO GUARANTEE THAT THE
'272 ,+1 1'~, ~ ~ ~ 1 ~ , ~ ~ UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
' ~ t-~-}~ ; ~ ' ~ 1 UTILITIES IN THE AREA,.- EITHER IN SERVICE OR
~ ~ ' ABANDONED. 1 THE SURVEYOR FURTHER DOES NOT WARRANT
J ~p 261 T ~ ' T-+ ~ ~ 1 , , THAT THE UNDERGROUND UTILITIES SHOWN ARE iN THE y ~ ~ 1 , , ~
2 ~ , 1 ~ , 1 1 ~ 1 EXACT LOCATION INDICATED ALTHOUGH HE DOES CERT1FY ~ _
J.W. BROADWELL • 1 ~ ~ ` ~ ~ ~ 1 ~ THAT THEY ARE LOCATED AS ACCURATELY AS POSSI LE - ~ ,1~~ 1 B ~ , ~ ~ ~ 1 ~ -1-y~ FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT a ~
FAMILY TRUST ~8 D.B. 6391, PG. 61 ' ~ -L~ ~-1 PHYSICALLY LOCATED TH N ~-i E U DERGROUND UT1LI11ES.
PIN 17 R/w' 33027023 , ~
n • 8.)THIS SURVEY PERFORIrfED AND MAP PREPARED WITHOUT ~ BENEFIT OF A 11TLE REPORT: THIS SURVEY SUBJECT TO < s~
JJ J I h ~'v ~ ,,,~.,rT ANY FACTS AND EA~IENTS WHICH MAY BE DISCLOSED .,r ; ,
ss O o 2 • t • d ~.*T'°t ~ ~ ~ ~ ~ . $Y A FULL AND ACCURATE 11TLE SEARCH.
c o APPR X C 0 I TE LOC ION + 1x6.5 a o , t ~ ~ ~ 1 ~ ~ ~ ~ • O ' 9. ELEVATI o ~ , , ~ 1 ~ , ) ONS FOR THIS SURVEY ARE BASED ON NGVO 29 TAKEN
O to OF D GROUND` ~ 1 ~Z " rn 1 ~ ~ ~ 1 ' ~ ~ ~ ~ FROM NCGS MONUMENT YIMEELER" HAVING ELEV=291.11'.
O ~ FIBER OP C LINE 1 + ~ 1 ~ ~ 1 ~ ~ ~ • ~ . r"~ 1 ~ 1,
n ` N • { a 1 1 ~ 1~ O• r , 1 1 I t l I n F~1 „
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OG THIS SURVEY IS A COURTESY sEMEfrT ~
0 0 Pc. fs22 REPRODUCTION OF PROPERTY Of B.A. ti6 ti \ ANYONE TRUST - f~Otl~iDARY SURVEY p
C J J O ~ ~ PREPARED Bl( THE JOHN R. ~
k .r ~ 2 2 s?IEtF COMPANY, iilC. DRIED 11-6-02. A~(EN
A ?3? ~ ~ ° Of 211. ~ P ~ N y 6• YELtf AS~CIAIES, A HAS AirrENDED k ,
~ C ° G ~ titi n,. THEIR REPROOUC1iON TO INt'IUDE ONLY
~ ~G ti THE ADDI Of Fl ~ T TlON NETHER ElD LANE • a.o.M. 1999. ~s AND NMN:ELANOS CT. AND OFF SITE
~ 230 ~ O JJ o ~ m TOMIp~IOMES PER RECORD LOCATIONS Q
~ c O J ~ ~ 00 ti~ ASSOCIATED WITH CANNON RAGE QRIVE
~ ~ 22 ~ 8 0 T0INNHO~fES. AYES A~5!~1A~S NO
OG / G ~ RESPCNSIBHJTY FOR Af9CliRACY OF
2 0 \ 2g G ` ~ ` f BOUNDARY T APHI cANf~ R~ocE ~ ~OGR C do PHYSICAL ti oPEN sPacE FEATURES SHOiWFJ AND DEPICTED
~ f BA.M. 2000, PG. 980 HEREON.
~ + j
LEGEND ~4 Q, ~`0 . ry LOT 35 .
OPEN SPACE • WIWFORO PLACE ~ ~ ~
~2z ~ ~ Q EXISTING IRON PIPE B.O.M. 2000, PG. 1522 " ~ ,
0 ~ 22? j ' s~ ~ ~
0 IRON PIPE SET `0~6 ~?0 j
a ~ CALCULATED POINT • VARUIBLE IMOTN . ~ j CITY OF RALEIGH
G h8 ~ e BORE HOLE N 72'00'05' W ~ ar SEWER EASEMENT ,
> Zi 601.92' (total) ~ 6. ~ S SANITARY SEWER MANHOLE ~ ?p4 20• ~ (PROPERTY LWE
r, a W p ~ TO PROPERTY LR1E} TM i3.0.M. PG. 1522 V r~
© SANITARY SEWER CLEANOUT + w SuN e.a . 1 \ ~ 2000• . a V
WATER VALVE THE GOWER GROUP, LLC z,at 89 25.44 - S a D.B. 9211, PG. 544 `;~u ~•5' S 89'33 29 W ~M~ }y A ,
® wATER METER PIN 1733008811 ouT V
m RECENTLY BUrT °o FlRE HYDRANT a ~~LS ~
cU by / m © TELEPHONE PEDESTAL w o N 2np.Y hham~,,,
T HERITAGE MANOR SUBOIViSION lOT 23 LOT 22 N (l~18) 1~'"" „ lOT 23
cu O TELEPHONE MANHOLE COYYONS AREA 1 OUT m2.7 r~ W V ,
o ELECTRI B.O.Y. 2000, PG 46 © C BOX PIN 173J105936 LOT 20 l0T 19 L01 18 Q ~ LOT 21
cgi tIGHT POLE lOT 17 LOT 15
c l0T 16 ~ ~ ~ ~
~ POWER POLE . NETHERfIElD - .
~ ~ CURB INLET 0 O
~D STORM DRAINAGE MANHOLE r.._, LANE H
i a ? YARD INLET ~ , `1 --T ,
~ 90' CPdcL EASEMENT \ > _ = ~ STORM DRAIN ~ i ~ ' ~ i A C ~ , 1 , W T , , ~ ~ ,
B.O.M. 1985, PG. 72 a ~ ~ ~ r i' ? 1 ' 1 f
~ - OU OVERHEAD UTILITY L11VE ~ , 9i EA! THE ICE 0 ~ ~ , , w i'EAGLECHAS BDIViS10N + 1 ~
x -LIE UNDERGROUND E CTRL w ~ C , 9 ~ . ~ T~ PHA E I . ~ ; 1 , ~ v1 r^''~
8. C ~ -UT UNDERGROUND TELEPHONE y M+~ B.O.M. 198 , .716 ~ ~ ' ~ '
i~ \ i~ r, W WATER LINE 1 ~
CL)
LL- SS- SANITARY SEWER LINE CURVE TABLE
o ----G GAS LINE CURVE DELTA RADIUS LENGIN CHORD BEARING TAN GENT cx -X X FENCE LINE Dr-fr=m ' I GRAPHIC SCALE w
o a +oo ~e 40
C2 e18 n -UFO- UNDERGROUND FIBER OPTIC c3 '41' ,
x U) ti
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, i f: o.~ is ~ '
~i;. ti GENERAL~~ T~11~ION'•
\ / ~ ~ i 1 ~ ~ , .[fir. -
~ ~ _ ~ ~ ~ - 1. ALL ~ C!QIV!'r"'p~C'~1 . ~:11r1 THE Ct~TtT pTY OF RALEIGH AND
I \ \ ~ ` NCOOT •ST x ~ SPEC~)OATiOttS, y~ 2 1IM1E ~ . 1l~ ' ::110UNDARY SiIOMlI< Oft' MTAS PROVIDED BY ,IQHN , ,
/ ` ~ r- ~ ~ ~ ~ 1 en ~ R. . ~ANY,MIC,.~ Ni A SURVEY'"Ti'fI,FD PROPERTY OF B.A. ANYONE D K'
1I I ~ ~ f ~ 1 ~ p,f ~ TRUST'- ~Y~ A ti' ' -O2. .N D TED . ~ AiKt~t ~
~ 1 I ~ ~ I ~ 1 ,~.I~-~ 1 ~ ASSOdA'IBS: ~J~ ~WO i~ESPf1ti,ITY FOR AIRY OF BOUNDARY, LpCA1fD FEATURES.
N ~ ~ ,wfSE7BiE OAY C?K ~ IdED OM-1 / weaa r~c6a6u1a ox 7s7, 10. as ' catown ~ l 3, ANY DI Of' THAN'1~,000` SF' REQIJ~tES THE ISSUANCE OF A p t
~ l ~ ~ 03>. 3~a, 18 otlo l ( ,7u~a-rr~e ~ / /0 / wi ,~u-tz-Iri w~fo or-+ ~ GRADblG t, B~Y•~THE . ~ RAL~ti SECTIONS I~'3',ARTMENT. a?1 4. ANY AY ~ t1R''101~1kCb1A~Nfi INTO ~ NEUSE RIVER D •
zn~ra ow f uat: ca~aaN. _ ~ ~ / / m tl~ YAC/NT - Y RIPARIAN BUifER WILL Ri~OFJ>p1E PERMiT'ib+lG NC OWq. ~ SY ~ .
5. ANY DISTURBANCE Of MORE THAN 0.10 AC QF ~-WILL REQU~ A p ~ ql ISSUANCE OF A N ?ION MtDE ~ PERMIT BY THE US ARidY' CDRI'..OF '
. a a ~ E - C ~ OL 0~ D ~ 0 i P ENaNEERS. ~ ~ .
~ , , 1 t ~F 0 0 B, A COMPLETE CODRfBNATE LIST~IG AND AUTOCW RELEASE 14 DRAWING FILE p ARE AVMLABIf UPON' . FROM T4US Pl~i. ,
" A 1 - - - ~ r? 0 - ~ ~ uara~a e~~~~+ eta i. THE CONTRACTEIFt Atl, LOCATE ALL UTB.iTTES PR~R TO COABIENCEMENT
~ nsrt~->s» ~Qi OF GRADNiG ACTWITIES. COIITACT ULOCO AT t->~0~-83Y-4949 F"OR FIELD , LOCATION OF UNDERgtO1M0 UTILITIES. 4
testy ou-I Ey U9E: VMUNT el. GOPITRACTdt SMALL BE RESDON F'OR FIELO vEISFICATiON OF ALL ~ .
. aD 110A0 ~ Of 181Aldfa \ EXISTMO UTLITIEB..!F DISCREPANCIES ARE. FOUND ;CONTRACTOR SHALL NOi1FY ~ ,
r..,,~~` (DS aN1 PO 6713) ~ ~ ~ i._1 _ ENGIt1EER 111MEDiATEIY. 9. ALL GURB GUTTER SHOWN ON SI'~E iS STANDARD 24" .CURB AND
~ ~ a: GUTTER, WITH THE EXCEP'TiON OF 5TONB MANOR DRIVE, BRIARSTONE COURT, ~ a: , ,
a AND THE WIE5TERN PORTION OF ~ :DISYE WHICH SHAtI BE 24 VALLEY
' ~ ~ "-~'?ars ~ xrb OU GUTTER. A!L GrITTER SHOWN WlTHM T-~F-WAY SHALL 8E STANDARD 30" ^ ~ ~ CURB AND REFER TO SEC ~ D['TAILS ON SHEET 2.
00 - i h , OU l ~ \ 10. ALL SHOWN ARE WO l3At~c OF CURB,. UNLESS OTHERVWSE
~i _ / ~ sTATm off,- ; ~ 11. ALL PittlEf~ENT ON SITE SHAH BE IN ACCORDANCE YWTH SECTION OETAN.S
i TONER ~ ~ ~ / ~ i-- ~ ` ON SHEET 2.
~ \ ~ 12. THE SLOPE OF HANO{GIP PARK 1 4" R NiQ SPACES SHALL NOT E>ICEED / ~ ~ , FOOT. THE LITERAL SLt#PE OF .~OEWAt!(.SHAil N01 EXCEED ZEE
1 13. UNLESS O1F NOTFp ALL PROP>~ED $POT ELEVATIONS ARE TOP OF
i~ ASPHALT OR FlNISrt1~ SURFACE. . 14. REFER TO ARpIFIEC1URAl PLANS FOR BUILDING DIMENSIONS AND
' ~ nl w~ _J~ FEATURES.
IR X191 la REFER. TO PLUMING PLANS FOR LOCATION OF UTILITY CONNECTIONS TO
1 r 9wu BtbLikNO 16. ALL SANITARY SEWER SLOPES AND PEE LENGTHS ARE COMPUTED FROM
I' O ~ MA1FR OU11~T 0% Ot (ENTER OF MANHOLE TO CENTER OF MANHOLE.
- i a"i'"' ~ 8~1 ~ 17 IT r ~ CONSTRUCT ALL SAN ARY ~NER MANHOLES FLlJShi TO FINAL PAVt~NT ~ R GRADE OR AS SHOWN IN NON-PAYED AREAS. ~ a ~ $ g .
~ • u ~ , 18. SEWER LATERALS TO ~ PLACED AT A MNiIMUM SLOPE OF 1X ON 4" LINES ~ - ~
r; ~ w' ( r a ANO O~iX ON b LINES. ~CLFJIMOUTS SHALL 8E PULED AT 5O 9i1ERVALS AID y. ~ H ry
Nrr, tunxnl s~iDwlgt tt K ' ~ % .r; AT BEND POBiTS. ;All CLEANOUTS IN PAYED AREAS SHALL AP'PROVED LOAD p0 A BEAINIG TYPE. ~ z ~ fv _
oa an 1¢ ~ oat ~ w~ nu:a-rata ~ t4 i ~ _ 1!. wATtR 1tMiS SHALL HAVE A MWIbUM 4' OF COVER. ~ ~ ~
K,*~ zac6 a-e ~ ~ ~ ~ use: fARY1AXp ;'4 ~ ~ 20. 60NS1M1D"f~ ALL f>qE ?IY~yNTS lI1N BASE FLANS 91% INCHES ABOVE l ~u ~ ~ ~ put, glgll~. ~ , • .
~ ~ 200 d11 R ~ ~ . J ./mss, I
/ Atl: ~ ~ • 22 ALL STORM COIiAaOI. ~S MID Blip $ SNOIMI
/ NF •au, r ~ ~ doROw's ca~anucna we HEREON 5HAll 8E a0N51'RUCTEO M ACCORDANCE Wt1H NCDEMlt"AND dTY OF _
1M ~ / _ 09 7t1s.1c. aaTS ~ < f PW 1133-?>-0701 / i ~ RALEIGIi STANOARO SPECIFiCAliON ANO OETALS` ' ~ ~ 23. ALE,:.. DItNt>~t! BY COMSTRIDTKINi, AND NOT ttIDDATEO TO
< • ~ i UY MOU6111M1 ~ ~ PA OR {~tIN CXINP'LETION OF GRAONtC ACIMTtES. USE REBEL.
?91y `~!R R ( M 3 fF.SCUE N NTN SEEONisf SCHEDULE ON bETAIL SETS.
. ~ . It lOf'Allpl 24. CONIRACIpt SHALL CLEAR AiD I~ EN181E R/IN II41FM1 #10r Of ALL INTERSEC1tDNS.
~ ~ I 0110 IIE p- : I ) ~ ~ 1 % ~ 2S. 1HE COMSi1NJClig1 MpN OF PRiYATE STt1EETS iMiHNt (X,tISTpt
< ~ ~ 11tlM ~ t A ~ ± UNI'iS, CONOOMMAlS, CRtlIlP N0119atIS. TaMNOIfSE E1E'4ELOFM~fTS AND NOBLE HOME PARKS S~TTEO FOR CiTY APiMtO~n1L L4 THE ItESp01~lJT1' OF Tt1E
l ~ l ' 1 ~ ~ F ~ OMNER CtIPlf3 ~ CEIt1ri1ED REP'OR1'S bIVq.VM10 /bEYELa'ER. N5PEC11EMi
M \ G ~ _ . G _ - SUBtBtAOE AGGRkxAlf BASE T / PROOFRQl1.S, AOCIE,C/1TE BASE MID ASPHAL
V ~ / - ~ ~y 3 : TOTAL PROPOSED NEUSE Dp,~S ~ ~ OTt~R P ~tA1K1M Mlli'f ~ ~ RIVER BUFFER IMPACTS ~ ~ 17T1''S ~ t>r~PED110M~ MANA~It AT ~
~ ~ ~ ~ G 1 ~ .L Lii , SANITARY SEWER OUTFACE "A": 590, RALE1~i, NC 27'bOQ OR FAXED ~ (91Y) 831-b3Ja, CGNIACT LARRY r.,~
A ~ t ~ ~ ! '>7 - - ZONE 1: 1,250 SF M~~RSpN AT 831-8810 TO OBTAN OETALS Of Tf~ ABOVE ~tTS. _ ~ ZONE 2: 806 SF ~
~ i ; ~ I ,111f ~ \ t ~ ~ I ~ ~ ~ ~ i ~ r' w iPgi'?MR NOTE: PEW/T5 Fat THE i~iAMMIG 2~ OF THE BULDMfCS Mfi~l ~ ~ A DEYELOPI@tr wtl NDT BE IssllE~ uNnl THE ABDvE REQIIMtEMENTS ~
~ , ~ ! ~ r , ~ ~ l 1 ~ ; ' BEEN MET A LETTER DF ACCtP1ANCE ISSUED. z ~ : ~ ~ F+
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A ~ ~ ( ~ ~ ~ I ~ ( ~ (T1 ~ ~ J W ~ PHASE: 1 MTR,,GEN RED~iCTiON SHALL ~,ONSIS= OF GPAS~ ~
I !t T f T T SWALES CONS IRt1CTED WITHIN PHASE Z 80UNDARIES. ~ U SAL
~ ~ ~ , 1 4i {1Y 1u ,AREA OF P~tASE 1 iS t$.24 AC. TOTAL ~.IN~AR FEET OF I U~
. ~ ~ v~ ~ ~ ~ , l I ~ ,gO~NYta+t~ucnaN r,c I ~V ~ ~ ~ ~ ~ dl Ti4 K OA6 ~ ' SWALE ~MTHiN PHASE 1 IS ti760 ! F. ~ .
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~ tlt~ITLY VlpfR DEVELOPMfJIT A$ !J$E fNtLY 6eT~p1ED Qi
C7 N~ ~17i M/F as te6De scan t CONaTAlK;11tlM co ~ ~ I ~
1~ f Y~ ~ D& N14, 9G OOaI 114 PlCA7A0R,MUTAN L « AtMt M 0.7 ~R~DOaI ~M' ~ l 10~? 4 RN tA1-10-1930 D.& OMt. PG 0710 PN i71Y11-661J t M? >y tlR -fV yW ~ 20NFD R-6 H PM IT,I}-n-aDli 101lp AN 11t1fA J 0; ~ K 61M ~ ~ i ~
UaE 1MgNi11Al /T i AW C M 1f.1f.11-tpl qp LEflt; MCNAfl 0 ! 9ANOIU B 2 N~ V9£ 11~EN1W D,0. 0~7. R aat2 20~ IN a~ TM r~ { W
e ae. Tsa,1a o3D9 3~ M1 T7Si-7~-t6De ui: tnee~tw. 1 ~ ~ a e 11+ na3-„-~ ~ ~ t~ e~a9~~A O srt 1aDa"~mwaw. ~ mem t-
use MsoemK ~ 1N n3a-n-MN ` ~ ~--t + ~pir A 4, ~ ~ taMr 1-+ ~ I t1t~ 1¢ taD ia~pir A l , ' ~ ~ ~c rN i»r.~?-aa ~ ~ •4 [/Iii) M+~i
•r ov \ i use weatoltw ~ ~ j 1N t7u.t?-aa Q e~.rv
' ~ i , ' ~ ~ l 1 1 ~ J e
l._f 1 - - ~R E PHASE 1 S 08-03
F- / 'Q ~
NETNERFIELD ____------Z c~ ~ a UTILITY VISTALLATIONS AFB} OT1iER P11BUC Q ~ ~ .
_ ~ r LA tiF I NE FA(~LTfIES, wa.uDllrc sIDEwAL1~s Ara s ~ LA RA1bf5 AAE TO ~ COrrSTRUCTE4 ~ Att STREETS f.y
AS SPECfF1E0 CODE. FAC S 8Y C!?Y THESE NlTE HAVE BEEiN APPROVED BY TFL CTiY OF RALEIDFi ~ W
~ 90~ CP A T ~ % 9N ~ ~ I v ~ d ~ ~ AND SHALL BE S9 AVSTAt1ED UNLESS A CHAN(;E
c .M. f85, PG. 72 T S ~ ( 15 AUTHOIWIED 8Y NRf11EN APPRpVAI. PUBLIC ~ SAN1fARr SEWER EASE1~rt1'S ARE 10 BE RECORDED ~ r~
u3 t ~ ~ PRidt TO FiNAL ACCEPTANCE. W
, ° v / i cwunioc. / Cj ~
GRAPHIC RAPHIG SCALE CENTRAL ENGDOER 3o- a
too o c+ we mo DIR. Of PUBM ut4,rrMs ?•a
TRAFFIC aMcrm U i
CONSERVAnOW DOG04M
yr r. ,
IN soo n S!IEET, 5 OF 17
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LL

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099 f j . ! ~ 00 ~
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_ ~ a
~.~oy~ ~ ' ~ V ~ 3k00 F, ~o, ~ \ ~ 9 ti ~ 2 / f ~ y ~ '>ii F 'A ~s % ~ MM
F2 ~ _y ~ l ,p ~ew~ ~ G~ ' , ' ~ ~ A ~ ~ M ~ ~ ~ 9 V
A ~ ' ~i ~ 9'P~` ~ l ~ ~ ~ ~ ~ Z~0 ~ 'S m 9,y"Pi ~ f . i ' vIc ^P ~
0 9 ~ •0 w ~ ~z ~aPOSED aH 2 ~ ~ G ~ ~ ~ e~
i \ ENCROA ENT: ~ Q 9 ~FP D C ~ (np ~ f ~ ~ ~ s o I
x ~ fTl ~ ~ ~i ~ ~ ~ ~ ',j ~ Q. ~+'I x " I A ZONE C) ~ ~ ` ~ z ~ ~ q q Sx ~ ~ 0~ ~
~ ~ ~ ~ ~ I ~ ENCROA ENT: ~ ~j ~ ~ _ m - ~ A ~ ~ ~ W 'Q, X~' ~ B, 'L r" 1p A
- . - - p ~ I SS ASE 3 ~ ~P ~'0 ~ XO ~ ~ p~ ~ A
r ~ / ~ ELI
Jv I E V ~ ~ Q PROPOSED p , f f ~ ~ ~ ~ /E f ~
r ~ ti " 1~. ~ ~ MANHOLE ti A~ ' E ~ ~ A ~
+ ,y - x ~ti ~ f r~ m x N ~j '~"O ~ f ~ F ~ ~ ~ E F f ~ q~,
< x r \ 1, ~ f ~ R - ~ BLIC ~ k ~ ~ ~`'s f f E
m ~ ~a ~ WAR pU ~ ~ H/~ Z f f A . TA ~ Q F w _ jJrU k 91.26 ~ F f f ~R ~ sx ,a ~'4
m E ~ \ 7. - • ~ , I R v f ~ ~ ~W ~ u v E
I ~ ,2 x 1 B+
o ~ 1 Q 31.0' ~ . / ~ ENCROACHMENT. 31.0' ~ SF d ti=
~ ~ ~ 0 0~ , rv ~ ' 2 ~ ~ o ~ ~ O N .0' c . +
z ~l ~ ~ I'
rn 2 N N ~ ~ n1 t O a ~ n n
r,~ /1 2 ~ 1C / r. ' ;o > ~ ~ i. Q Q t QJ I Q N
~ k~ ~ ~ ~ ~ I I m n• i } ~ O
~t ~ ~ , ~ , ~f~ C~ ~1 ~ k ~ pq ~ ~ ~ ~
~ l N ~ 1J ~ ~ ti n ti i W .r
1 ~ i ~ ti ti u 1 ~5
, TOTAL PROPOSED NEUSE RIVER BUFFER IMPACTS
~ err. r~ ' SANITARY SEWER OUTFALL 'B':
' ~ ZONE 1: D SF ^
~ ZONE 2: 0 SF ^
TOTAL PROPOSED NEUSE RIVER BUFFER IMPACTS I N ~ ^ ^ + ^ w
SANITARY SEWER OUTFACE "A": ~ O ~
PUBLIC SANITARY SEWER OUTFACE "A" zoNE ,,250 sF , sr ff ^
zoNE 2: eos sF PRIVA SCALE 1 = 40 PRIVATE SANITARY SEWER OUTFACE B ^
SCALE 1" =40' w
PUBLIC SANITARY SEWER OUTFACE "A" PRIVA PRIVATE SANITARY SEWER OUTFACE B
SCALE 1" =40'(H); 1"=4'(V) „ GENERAL CONSTRUCTION NOTES: SCALE 1 =40 (H}; 1 =4 (V)
w~ 1. ALL CONSTRUCTION SHAH CONFORM TO THE CURRENT CITY OF RALEIGH AND E••I
NCDOT STANDARD DETAILS AND SPECIFlCATIONS.
250 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY JOHN R, McADAMS COMPANY INC., IN A SURVEY TITLED PROPERTY OF B.A. ANYONE 0
W i~l TRUST -BOUNDARY SURVEY' DATED 11-06-02. AIKEN AND YELIE rr
ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY OF BOUNDARY, W F+~1
UTILITY SEPARATION: TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES, ~ O 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A r-, ~~yy
1. WATER ~ SEWER MAINS: o) YMpYUY UTERAI SEPARATON- 10' GRADING PERMIT BY THE CITY OF RALEIGH INSPECTIONS DEPARTMENT. W W W^
b) SEPARATE DITCHES WITH 1B" YM. VERTICAL SEPARATION. 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER ~ W RIPARIAN BUFFER WILL REQUIRE PERMITTING BY NC OWQ.
2. WATER k STORM DRAIN UNES- 12' YIN VERTICAL SEPARATION. 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS HALL REQUIRE W
O 3. SANITARY SEWER k STORY DRAIN UNES- 12' NIN ~ ISSUANCE OF A NAT1ON WIDE 39 PERMIT BY THE US ARMY CORP. OF A Sad ENgNEERS. ~~yy
VERTICAL SEPARATION. ~ 1. YINMNIY COVER OVER WATER MAINS- 3.0' odN 6. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 14 DRAWING FILE W Z
O N 5. YRWpNI COVER OVER SENER MARTS: in O -WITHIN TRAFflC BEARING AREA- 5' ~N~ ARE AVAILABLE UPON REQUEST FROM THIS FIRM. Nzo 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT
~O~ OQ -WITHIN NON-TRAFFIC BEARING AREA- 3' +~~y0 OnjN - OF GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FEED
2 N?Z Of~N~ _ LOCATION OF UNDERGROUND UTILITIES. a:?? Z
8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFlCATION OF ALL ~ M~1 EXISTING UTILITIES. IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOTIFY ~ Z
x ~~x +N?O ~?w ENgNEER IMMEDIATELY, y
~ # _ ~zz 240 9. All CURB AND GUTTER SHOWN ON SITE IS STANDARD 24' CURB AND GUTTER WITH THE EXCEPTION OF MAN STONE OR DRIVE, BRIARSTONE COURT, ~ (n
AND THE WESTERN PORTION OF MIOSTONE DRIVE WHICH SHALL BE 24' VALLEY
220 .1G Q GUTTER, ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30
CURB AND GUTTER. REFER TO SECTION DETAILS ON SHEET 2. W ~ 0 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE
o~ STATED ON PLANS. H
EXISTING GROUND ~ 11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDAN WITH 11 TAI S 01 o~N CE SEC ON DE L a ~ N ~ ON SHEET 2 M
+ ~ 0 12 THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1 4' PER W NZp
M » FOOT. THE LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2X o F. ~ 13. UNLESS OTHERWSE NO1E0 ALL PROPOSED SPOT ELEVATIONS ARE TOP OF
o~~ ~zz ASPHALT OR FINISHED SURFACE. py F+~1 ~~N 1 14. REFER TO ARCHITECTURAL P F
~ N F CANS OR BUILDING DIMENSIONS AND
+ N Z $ FEATURES. + - 15. REFER TO PLUMBING PLANS FOR LOCATKNI OF UTILITY CONNECTIONS TO °V
> > BUILDING.
230 ~ ? ? ~ 16. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM
p CENTER OF MANHOLE TO CENTER OF MANHOLE. a ~ 17. CONSTRUCT ALL SANITARY SEWER MANHOLES (LUSH TO FNIAL PAVEMENT
58X 8 in.GIP z 191.3 L.F. GRADE OR AS SHOWN IN NON-PAVED AREAS. ~ 18. SEWER LATERALS TO BE PLACED AT A MINNAl1M SLOPE OF 1X ON 4~ LINES
a a°o 21 ' $ri EXISTING GROUND Q'~ ~ > AND O.SX ON a~ LINES. CLIrANOUTS SHALL AT IN IG GROUND ,\c. o ~ BE PLACED 50' 1ERVALS AND
J ' dN a 0 I ~ a AT BEIO PaiTS. All ClEANOUTS M PAVED AREAS SHALL BE APPROVED LOAD r-1
2 ~ N~ cn Q ~~1 O + Z p ~ ffA11NIC TYPE. ~ < 19. MGITER HAMS SHALL HAVE A MMPANpI 4' OF COVER. ~j
_O w 3 ~G O ~ N 20. CONSTRUCT ALL FPRE HYDRANTS WITH BASE F~IWGE SIX NICHES ABOVE W
a ~ ~ Op » NN ZZ W ~ FlNAL GRADE. T/t 01 ~ Z 2t. THE CONTRACTOR IS RES?ONS~I.E FOR MfSURMJG POS1TiVE DRAINAGE TO V1
m } - O ~ ~ + NF- p ALL STORM STRUCTURES. Qj H F 12. ALL STt~il WATER CONTPa0l MEASURES AND ~ MEA9JRES SHOWN
~ ~ Fa- Z ~ N ~ Z _O a< a ~ , HE(+EON SHALL 8E OOIISAIUCtED M At;CORDANCE MITH NCaENR AHo p1Y Oi
o > ~ = ZZ ~ z RALEIGH STAIbARD SPECFfK',ATION ANO OETAiLS~, ~j F a
m Q Ii N ~O W z 23. SEED All AREAS DISTURBED BY aONSTRl1CT10N, AND NOT NIOICATED TO kk ~I w a BE PAVED OR PLANTED UPON V
Q Z k~ ~ ~ COMPLETION OF GRADING AC1M1~S. USE REBEL ~1 3 FESCUE NV ACCt)RDANCE MITH SEEDMG SC}EOtxE ON OETAL SHEETS. Ey
~ F 220 N O Q 24. CONTRACTOR SHALL CLEAR Alb GRUB ENTIRE R/W tMTHlN t0O' OF ALL
c Z INTERSECTKtNS. f~ 25. THE CONSTRUCTION INSPECTION OF PRIVATE STREETS MTHIN CLUSTER Vt
rr ~ W F ~ li Z W NI U TS, CONDOMINNIMS, GROUP HOllSNVG, TdMRIHOUSE DEVELOPMENTS ANO MOBILE
DATUAf fLE'V ~ ~ ~ . pVC HOAiE PARKS SUBMITTED FOR CI1Y APPRQVAL IS THE RESPONSIB~JTY OF THE 8 OWNER VELOPER. COPIES OF TI /DE CER FEED INSPECTION REPORTS INVOLVING nn ~j
200.00 2 ~~x 2~~x SUBGRADE AGGREGATE BASE PROOFRq,LS A GA AN A T h+~l / GGRE TE BASE D ASPH L ~j
0 0 ~ co rn 911.• a F• DENSITIES AND THICKI~ N o 5S, ANO OTHER PERTI ENT INFORMATfON MUST BE a
11 ~ m ui N N N N N SUBMITTED TO THE gTY'S ENGN+~ERING NISPECTIONS MANAGER AT P.O. BOX Z 590, RALEIGH, NC 27602 OR FAXED TO [phone]. CONTACT LARRY
o g in.PVC ANDERSON AT 831-6810 TO OBTAIN DETAILS OF THE ABOVE REQUIREMENTS. r , W
1.69x 100.4 LF• _ I W w MPORTANT NOTE: PERMITS FOR THE REMAINING 25X OF 1HE BUILDINGS WITHIN A DEVELOPMENT WILL NOT ~ ISSUED UNTIL THE ABOVE REQUIREMENTS HAVE Z r_~
0+00 1+00 BEEN MET AND A LETTER OF ACCEPTANCE ISSUED. W
0 J w o ~ A
w PHASE 1- S-08-03 ~ ~ a '
210 z 0 Q 1-1 UTKl1Y INSTAllA110NS AND OTHER PUBLIC ~ f+
U FACIl1Tl MICIUDNIG SIDEN4UJ(S AND F"'~ ES, HANDICAP z
W (n Q T WIMPS ARE 0 BE CONSTRl1CiED ON All SittEETS AS SPE(~FlED BY Ct11' F _ '4- CODE. THESE ACNJT~S H
2 a HAVE BEp~I APPROVED BY TI# CRY OF RALEIGH 7, a: t` r'~
MID SWILL ~ SO NISTALLfD UNLESS a CHANGE ~ W IS AUTHORIZED BY WRITTEN AP'PRO'VAL PUBLIC
c s~ ~a• . ~ O SANITARY SEINER EASEMENTS ARE TO BE RECORDED ~ 1 ~',~tN~. , y.
D DATUM ~V PRIOR TO FiNAI, ACCEPTANCE. ~ '"t ~ ; tip' W SIGNATURE: ~ ~ .ti
~ 2lA5 l1V1
LL. ;00 4& Vl r
C) rnU~ o s p p n n n M ~ CENTRAL ENGINEER ~
c0 h O O M i N N N N N to C4 N N N M °D d DIR. OF PUBLIC WILMS N N N N W ^
c m N N TRAFFIC ENGINEER
N Q Y
D 2+00 3+00 a 4+00 5+00 6+00 CONSEROMON 01GRiEER
FINA DRA ING
O NQJ la~= Fog QN "=SHEET 13 OF 17

r~ r
f~

c ~
oaa~
~VEL4PMENT
LE ROAD
ORTH CAROLINA
T I 0 N DRAWINGS
JUiV r a iui3
~ ~ 3) ~ o~
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contacfina
the Central En ineerin De artment at 8,~1-s81o, and the
9 9 p
Public Utilities Department at 890-3400 at least • twee-four hours prior to beginning any of their construction. DEVELOPER:
COLLINS REAL ESTATE GROUP
Failure to notify both City L)epartments in advance of beginning ~
construction, will result in the issuance of monetary fines, and ~ 5248 PINE HALL WYND
r or sewer facilities not ins ected ~ require reinstallation of any we to p as a result of this notification failure.
RALEIGH, NC, 2'7604
FOilure to call for inspection, install a Downstream Plug, have - - 919-231-1750
Permifted Pions on the Job sits or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion 'ONTACT: ROBERT S. COLLINS, Jr
from future work in the City of Raleigh.
Public
Sewer Collection~Extension S tys em
The Ctty of Raleigh consents to the oonnectlon and eucteneton of the
Cite public aewx ayetam a ehoen an thb plan. The material and ConetrucGan metlrode wed for thk project ehal oanfam tp Un
standards and epectfkwUaia of the Ck~a Publk UtRttee HaMfboolc
City of Raleigh
Pubib Utpitee Department Permit # PHASE 1
d~ QUANTITY TAKE-OFF PUBLIC IMPROVEMENTS
AuthahaUon to Construct ~ } ~r_ ROAD WIDENING OLD POOLE RD 239.8 L.F.
Date = PUBLIC 5~ SIDEWALK OLD POOLE RD 304 L.F.
0 8" PUBLIC SEWER 169.9 L.F.
~r ~ ~ Rp.
~ p1. - QO OF LOTS 86
Private OF BUILDINGS 11
Sewer Collection/Extension S tys em LOT RANGES 1-85 & OPEN SPACE
The City of Ralei~ consents to the oomecttan and extenstai of the Old POp~ DWELLING UNITS 85
Ctt a blic sewer a em w shown an this .The matartol aid E RD, ~ Pu rit flan Conatructlon methods used for this project ahaN canfam to the
standards and spectflcotiona of the Citt/a Publk UtAttes Handbook.
City of Raleigh q~ Publ~ UtBitee Department Permit #
~ CANNON CANNON
AuthorizoUon to Construct 2~` SI E RIDGE DR. RIDGE DR.
Date
INDEX OF DRAWINGS
a Private w 1. COMPOSITE EXISTING CONDITIONS PLAN
J Water Distribution~Extension S tys em
w A } The City a Rdeiph cawnb to iM oomectieon and e~xtemton a u» P 2. PHASE 1 OVERALL SITE LAYOUT PLAN
`A Gtt/a pubNc .obr system a eAowi an tlAe pbr. 1M mobrid and
Construction methods ores lhr We ehdl oadam is tM NTS z w stondar~ and specMtcatlone of fire Glye Pubic Utllbe handbook 3. ENLARGED PHASE 1 SITE LAYOUT PLAN
Y H a CRy of Raleigh 4. PHASE 1 SITE GRADING AND DRAINAGE PLAN
m Public UtYites Department Pennft # 0 0 5. PHASE 1 OVERALL SITE UTILITY PLAN
N Authahatiai to Caatruet
lC) 6. PHASE 1 ENLARGED SITE UTILITY PLAN
iA Date Q
.-i ti 7. PHASE 1 SITE SEDIMENTATION AND EROSION PLAN
O 3 8. PHASE 1 SITE LANDSCAPE PLAN
• PHASE 1- S-08-03 •
UTILITY INSTALLATIONS AND OTHER PUBLIC PUBLIC 9. OLD POOLE ROAD WIDENING PLAN & PROFILE
FACILITIES, INCLUDING SIDEWALKS AND HANDICAP JD HANDICAP 10. STONE MANOR DRIVE (PRIVATE) PLAN & PROFILE STA. 10+00 - STA. 16+50 iN ALL STREETS
m RAMPS ARE TO BE CONSTRUCTED ON ALL STREET` 3 AS SPECIFIED BY CITY CODE. THESE FACILITIES iE FACILITIES i 1. STONE MANOR DRIVE (PRIVATE) PLAN & PROFILE STA. 16+50 - 23+38.66
HAVE BEEN APPROVED BY THE CITY OF RALEIGH OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE i en e e ssocla es ss a cw~cE 12. PUBLIC SANITARY SEWER OUTFACE "A" &
~ IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC SAL. PUBLIC 0 BE RECORDED PRIVATE SANITARY SEWER OUTFACE "B" PLAN & PROFILE
Professional En ineers & Land Surve OrS SANITARY SEWER EASEMENTS ARE TO BE RECORDE g Y PRIOR TO FINAL ACCEPTANCE.
~ SIGNATURE:
z 3755 Benson Drive 0 13. PRIVATE SANITARY SEWER OUTFACE "C" PLAN & PROFILE
Ralei h, North Carolina 27609 W g CENTRAL ENGINEER
Q 919-877-9992 Fax: [phone]. SITE DETAILS
_ DIR. OF PUBLIC UTILITIES 15. SITE DETAILS
Email: a es®bellsouth.net y
C TRAFFIC ENGINEER 16. SITE DETAILS
T ~ ~i 'f.
CONSERVATION ENGINEER
O
L Q
C 07 FINAL DRAWING
N Y NOT ISSUED FOR CONSTRUCTION
O

I a
EASTPARK u m
B.O.M. 1989, PG. 490 ~ ~ °
1.) THIS IS A SURVEY OF EXISTING PARCELS OF LAND. ~ . ~
,Q THIS IS A TOPOGRAPHIC SURVEY. t~ p ~
LOT 32A ~ 2. BEARINGS FOR THIS SURVEY ARE BASED ON N.C. GRID (NAD 83) a 9 D \ ) ~ W~ / .A. ANYONE b o I E~ O AS SHOWN ON SURVEY ENTITLED PROPERTY OF B q
LOT 32 s 9 • , n ~ ~ ~ TRUST -BOUNDARY SURVEY PREPARED BY THE JOHN R. ~ ,
266 C 0 -2ss ~ ~o \ rn AT - - I / McADAMS COMPANY, INC. D ED 11 6 02.
•3 AMN N • AMMONS EAST CORP. aG O 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. m q"~C
268 aNe ROAD ~ D.e OLE .2 PO OLD e , /a m ) w o D.B. 3883 PG. 180 9 \ ~ ~ m ~ i. , \ ~ 9 a o Q 4.) NO GRID MONUMENTS FOUND WITHIN 2000 OF SITE. ~ ° o
60' PUBLIC R/W ~ ~ w 0 P! PIN 1733127674 ~ q m °~w ~ ~w
Nry ~ 6 O ~ \ 5.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL ~ ~ OLD ROAD BED \ n n ~•1 q of ABANOOI+EO FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE X AS W A
C 282 ~OT~ ~ P00~ ROAD \ DEFINED BY HUD F.I.R.M. COMMUNITY PANEL q
C C3 28p C3 \ ~ m °a~ # 37183 C 0555 E, DATED MARCH 3, 1992. q x I
gyp., ~ 5'13" S 83'44'1 ~ :DEED BOOK 2755 PAGE 197 ° ~ •r s E \ 6.) REFERENCES ~ m as ~ r
19.77 2~a 184. \ ED BOOK 6391 PAGE 61 ~ m eoao. 3 DE w ~ I
J ~ SLOPE EASEME ~ O ~ 2~6 PG 1523k x DEED BOOK 9211, PAGE 544 ~ ~'~W ~
+ 2s7•D \ PLAT BOOK 1986 PAGE 716 ~ a r~ a ~ d ' ~ PLAT BOOK 1988, PAGES 1523-1524
C a's rowER ~ ~ ~ I ~ r~'~-+ PLAT BOOK 1999 PAGE 360 '
(rva) ~ + 275. , ~ i r ~ T'}_ ~ V 1 r , ~ , , , r ~ ~ 'i PLAT BOOK 2000, PAGE 746
~ \ ~ + 275.5 O ~ i ~ ~ i ' ' i ' ~ i PLAT BOOK 2000, PAGE 980
c ~ Ir~~, _i,~_ , , , , OF THE WAKE COUNTY REGISTRY
~-1_i ' ~ PIN 1733115999 & 1733115313
~ ~ o zi 7.) UTILITY STATEMENT
c ~
4 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED ~~~r~ FROM FIELD SURVEY INFORMATION AND EXISTING
o ~ i ~ ~ i V YOR MAKES NO GUARANTEE THAT THE ~ ~ , , ~ DRAWINGS. THE SUR E
c ~ ' ~ i ' I i ' ~ i UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH ~
~27z l ~ ' ~ ~ ' i ' ' IN THE AREA EITHER IN SERVICE OR ~ J ~ , , , UTILITIES ~
~ ' ~ ' r ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT } a ~.~J..t_~ Q ~
J ~ 262 ET'F-T 1 THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE a x o 0 0
O J tit 26~ t.{'T 1 1 1 ~ , 1 EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY x n a _ ' 1 ~ i i i ~ ' 1 TH T TH Y ARE LOCATED AS ACCURATELY AS POSSIBLE } P° ~
1 1 1 ' 1 1 1 1 A E i 1 1 1 i 1 T La p p
J.W. BROADWELL a ~ i 1 ~ 1 1 ~ FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NO z Y w_ y i l l' 1-1-1-y PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3 ~ ~ w
FAMILY TRUST 268 ~-1-1.~ Q W Q F- 1
D.B. 6391, PG. 61 ~ ' 8. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT a ~ vim, a ~
PIN 1733027023 200' CP&L R/W 3 ~ BENEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT TO 1n ~ - T~ Z ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
JJ ~ 01• r-T r 1 1 Z • BY A FULL AND ACCURATE TITLE SEARCH.
00 ~ zss 0 0 0 e- r t-T..r-t , 1 1 1 1. N ro 1 ~ 1 ~ I ' 1 + • v' ~ 9.\ ELEVATIONS FOR THIS SURVEY ARE BASED ON NGVD 29 TAKEN
c ~ APPROXI TE LOC ON +285.5 i 1 1 1 1 o l i l l i I l, i l o Z, n V=291.11'. ~ ~ , ? 1 , , 1 1 , 1 FROM NCGS MONUMENT WHEELER HAVING ELE
W OF D GROUND C J FIBER OP CLINE o 1 1 1 1 1 C - a
* # 1 i ' 1 r F~1 1 1 , 1
N Q r i l l t 1 1 l i~
JJ ~'o° OO J ~ i i I C IMlNON RI GFa 1 1 ~ i~ fT1 1 1 I 1 ~ ~ V1 ao ITdV4NN0USE DEVEtORM Ty1_
O ~ N N i B.aM.'19~9, P6r~6 - O
C 0 ~.y1-i- ~ ~ - Q
k N O N ~ F~1
C m ~ ~ ~ - 1
~ 23+6 N J hN c~v r-t-T t T 1' H N -r't-r1 1 1 1 ~ i i.
~ ~ OJJ CP R/W N h rT i~' 1~' 1 i A N 1 1 ~ 1 i i , I ~ ~ l i
~ O 00 ~ o O 1 1 l i i) 1 1 1 1
C O ~ N i 1 N 1 1 1 1 1 i 1 1 1 .1, a\ 1 1 1 i 1 L,,,~,~,~~1 ~1 <b 1 ~ T ~ Q
O N ~0 r-} 1 1 1 i l i ~ ~ V
C t~~ 1 1 j 1 1 j 1 ~'~V ' SK 1 1 ' d` 1 1 1 ~ 1 1 ; 0v
O J J N~ L1-1- ~ . a~
00 O] 00 ti ~ , ' H ry~ ~
~
O ti ~ - 'f - 1.
C O ~'t r 1 1 S ~ ~i e ~ ti~ ~ i !M~1
C `0°q~0~ 1 1 r~ 1 1 1 1 y
0 j l 1 1 W
S ~6 ~~,0 £ RALEIGH THIS SURVEY IS A COURTESY rT,
E E SEMENT W
0 G o, Pc. 1522 REPRODUCTION OF PROPERTY OF B.A.
0 O JJ W 26 ANYONE TRUST -BOUNDARY SURVEY" I.,~ `L \ SMH RIM 2 PREPARED BY THE JOHN R. McADAMS ~
C OO J a O 2~ SHELF' .9' IMN 2t .s' COMPANY, INC. DATED 11-6-02. AIKEN o
F 3. ' SH~ zli. ' & YELLE ASSOCIATES, PA HAS AMENDED cn ~ ) 2t s'
0 232 CF THEIR REPRODUCTION TO INCLUDE ONLY a tiry -2e' L H rn ou 2i1. THE ADDITION OF NETHERFIELD LANE
o 0 ~ i ~ ~ ~YVER EM T / AND NEELANDS CT. AND OFF SITE
~ c ~ B.O.M. 1999, P . 36 a TOWNHOMES PER RECORD LOCA110NS
~ 230 ~ O J ~,ti° ASSOCIATED WITH CANNON RIDGE DRIVE ~
\ C OJJ \ O O TOWNHOMES. AYES ASSUMES NO
~ X28 0 ~ RESPONSIBILITY FOR ACCURACY OF BOUNDARY, TOPOGRAPHIC & PHYSICAL
~ O G G ~ CANNON RIDGE FEATURES SHOWN AND DEPICTED
\ 2?6 OG 1 OPEN SPACE e.o.M. 2000, PG. 98o HEREON.
+ 22~-
ry^~o LOT 35
224 0 OG OPEN SPACE f WILLIFORD PLACE ~~II
LEGEND p ~ B.O.M. 2000, PG. 1522 ~4
X22 G 2 ~ 2 SMH I
~ EXISTING IRON PIPE 20 ~ 22 0 PoM 212.31 S F,.~ ~P IN 2D4.4
6 220 0 IRON PIPE SET ouT 20''f ~ VARIABLE WIDTH
~ ~ CALCULATED POINT G 218 ~ CITY OF RALEIGH Q tit SEWER EASEMENT
W O G 2 20 CITY OF R LEIGH ~j \ (PROPERTY LINE W
~ BORE HOLE N 72"00'05" W r6 } 601.92 (totoi) IrAT!1:R MI 2r4 20 RAI AGE SEWER MENT ~ TO PROPERTY LINE) T ~ V EA ME .0.. 86, PG. 71 N B.O.M. 2000, PG. 1522 T ~
S SANITARY SEWER MANHOLE ~ R vAl~ ca B.O. .198 , . 71 ~ n ti./
SANITARY SEWER CLEANOUT SMN N 89'40 W 25.44 s.s. F+~ S 89'53'29" W 40 (total) ~ F-I - O
w THE GOWER GROUP, LLC RIM 218.7 ~ WATER VALVE D.B. 9211 PG. 544 o~ur~2~~~i''S
Q SMH rr~~ V1 RIM 211.3' r
® WATER METER PIN 1733008811 RECENTLY BUILT ch ROAD SMH W N IN 203.5' O PoM 209.9' N
°o FIRE HYDRANT ~~h ~ ~ IN 202.9' OUT 203.3'
~ TQ TELEPHONE PEDESTAL HERITAGE MANOR SUBDIVISION LOT 22 IN (STUB) 202.9' O ON LOT 23 our 2o2.Y
~ COMMONS AREA ~1 o B.O.M. 2000, PG. 746 ~ TELEPHONE MANHOLE LOT 19 LOT 20 LOT 18
PIN 1733105936 ~ \ LOT 21 LOT 15 LOT 17 ~ W
Q ELECTRIC BOX ti LOT 18
°m LIGHT POLE H I Tk
~ ~ POWER POLE ~ ' ® V NETHERFIELD • ~ H
~ CURB INLET r----. LANE w
L _ y ~ U~ FF 1 ~ _ r a
D STORM DRAINAGE MANHOLE m < --r A 9 i r r N . <C
a ? ,YARD INLET ~ 90' CP&L EASEMENT C aJ' ? ' ~ r ~ T ~ W G'
ui B.O.M. 1985, PG. 72 ~ _ - - STORM DRAIN ~ 1 1 W • THE ~E 0 ~ ~ i M..~ E'~
a - OU OVERHEAD UTILITY LINE ~'EAGLECHAS S BDIVISION i ~ , ' rT~ rT
PHA E I , r ~ ~ . , ~ '
x -LIE UNDERGROUND ELECTRIC w ~ B.O.M. 198 , G. 716 ~ ~ , 1 r
c -UT UNDERGROUND TELEPHONE i~~' ~ ~ 1 r 1 r i r
rn
a W WATER LINE ` 1 ~
SS SANITARY SEWER LINE CURVE TABLE GRAPHIC SCALE
100 0 50 100 200 400
C) G GAS LINE CURVE DELTA RADIUS LENGTH CHORD BEARING TANGENT o C1 0347'52" 2664.35' 176.60' 176.57' S 83'59'09" E 88.33'
-X X FENCE LINE C2 19'44'09" 488.37' 168.22' 167.39' N 88'02'43" E 84.95'
-UFO UNDERGROUND FIBER OPTIC C3 01'47'37" 3819.72' 119.57' 119.57' S 82'50'28" E 59.79 ~I \ FINAL DRAWING (IN nW)
a I\ NOT ISSUED FOR CONSTRUCTION 1 inch = 100 ft. SHEET 1 OF 16
0

v u ~
1 / 1 ~ r~ GENERAL SITE NOTES: m ^o
~ ~ ~ I ~ OPMENT SHALL 8E PRIVATE, ~ ~
1. ALL STREETS WITHIN THIS PORTION OF THIS DEVEL Y ~ 2. TRASH & RECYCLABLE PICKUP FOR TYPE #2 TOWNHOMES AND SINGLE FAMIL ~ ~
~ ~ ~ 1 J, 1 I I 1 LOTS SHALL BE PROVIDED BY A PRIVATE TRASH & RECYCLABLE COLLECTOR. ~ ~ ~
J ~ I N ~ ~ I I ~ PROPERTIES LL~ . TRASH & RECYCLABLE PICKUP FOR TYPE #1 TOWNHOMES SHALL BE PROVIDED U ~ o~W BY PROPOSED DUMPSTER AREAS AS SHOWN ON THE SITE LAYOUT PLAN. ~ A m ~ W
J D l J ~ /'t ~ D. 9181 Pc. msz 1 I N~ Z1~ 12~5au f 3. ALL DUMPSTERS ARE TO BE SCREENED IN ACCORDANCE WITH CITY OF ~ a ~ ~ z
1 J ~ N/F ~ APPLETfBE DAY CARE ~ COMMERaAL / I ~ / A440N5 EAST CORPORATION ( D.B. 7187, PG. 0608 1 /~,J RALEIGH STANDARDS. ~ ~ x 4. THIS PROJECT IS TO BE COMPLETED IN 4 PHASES. Q,f ~ ~ ~ ~
I I / 0J3. 3883, PG. 0180 ! ~ PIN 1731-12-3158 / / P91 1733-12-1786 ZONED 08! 0 O 5. LESS THAN 0.10 ACRE OF WETLAND DISTURBANCE WILL BE REQUIRED TO ~ ~ ~ o
/ 2afn oaa-1 f use coMMERau ~ ~ / / ~ L k CONSTRUCT THIS PROJECT. ~ o a 6. ALL STORM WATER MEASURES SHALL COMPLY WITH CURRENT CITY OF ~ ~ ~ ~ ~ a
RALEIGH STANDARDS & REQUIREMENTS. ~ ,A v I~, pWq
E c 0 01._. o ~ LD 0 ~ r 0 P ~ ~ ~ 7. NITROGEN LOADING FOR THIS SITE SHALL BE 6.0~ AC/YR OR LESS. p A
_ ~ - G O 8. THE WATER SYSTEM SERVING TOWNHOMES SHALL BE PRIVATE AND SHALL BE w ~ ~ w MAINTAINED BY HOME OWNERS ASSOCIATION. ~ ~ o o
J ~ _ / N/F ,y C R / AYMONS EAST CORPORA710N ~/C 9. THE 8" SEWER MAINS SHOWN HERE ARE TO BE PRIVATE AND MAINTAINED BY d ~ Z ~ ~
o ~ ~ W WL1E / P N 1133-12 787 ' fj - - 7 / ZONED OM-1 THE HOMEOWNERS ASSOCIATION WITH THE EXCEPTION OF OUTFACE "A" ° y RITAGE MANOR ~ CG ~ ~ CONNECT1NG TO EXISTING SANITARY SEWER LOCATED WITHIN HE ~ ~
7 ~ USE: VACANT ~ /l OLD ROAD BED ~ OF ABANDONED DRIVE (S-48-96). I • o ~~w ~
= SEC710N OF POOIE RDAD (51C-7B-89) 10. ALL 6" SEWER MAINS SHOWN HERE ON SHALL BE PRIVATE AND TO BE ti
~ (DB 5441 PG 0273) Nat ~ 43U MAINTAINED BY THE HOME OWNERS ASSOCIATION. ~ a ~ Ix 11. ALL CONSTRUCT10N SHALL CONFORM TO THE CURRENT CITY OF RALEIGH
STANDARD DETAILS AND SPECIFICATIONS AND NCDOT STANDARDS.
R ~u 1 ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND 2.
Du ~ ou GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30" ~ CURB AND GUTTER.
ff 27 .5 _ 13. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED
N K 6 m ON PLANS. ~ 14. ALL PAVEMENT ON SITE SHALL BE PER SECT10N DETAILS LOCATED ON SHEET
TOWER ~ 4 I ~ 2,
~ r~x ~ 15. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF 1 ASPHALT OR FINISHED SURFACE.
~ I ~1R 16. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A
~ rawallCOUr~ nx asK[ ev a rao NQ IO9 W 76T p 1aR GRADING PERMIT BY THE CITY OF RALEIGH. 17. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER
RKt OOfQ! NVM ~ >1Q RIPARIAN BUFFER WILL REQUIRE PERMITTING BY NC DWQ.
a ~ J\~110N TqN 18. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE
C ~ r~ s.m ~ f f ~ ~ C r ~ ISSUANCE OF A NAT10N WIDE 39 PERMIT BY THE US ARMY CORP OF ENGINEERS. 19. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH CONDI110NAL USES SET } a
f tuv ma / FORTH IN APPROVED RE-ZONING CASE Z-75-O1. A = °o 0
•at>s ~ s~aMr no 20. THIS DEVELOPMENT WILL PROVIDE A MINIMUM OF 2 ACCESS POINTS WHEN f } o 150 UNITS HAVE BEEN PERMITTED. > II ~
b / N V M10: i{pW@ti * pj { Nlp®16WR10.7~IM171 PI/!l A L BE RESPONSIBLE FOR FIELD VERIFlCAl10N OF ALL ~ a N o 21. CONTRACTOR SH L 0
EXISTING UTILITIES. IF DISCREPENCIES ARE FOUND CONIRACTOR SHALL NOTIFY Z Y w H ENGINEER IMMEDIATELY. a w a ~ >
1Y0 ~i JI- A U Vii A rY
WATT KAIHRYNNBROADM£Ll ET Al ~ 1 mm 4 p+ ~ ~ DB. 83gt, PC. 0081 f o Pw 17,s3-O2-7023 f n~,~ ~
lRE F1fftAlfJ f r n ~ ~ w L N ,
~ ~ / 200 dcL R - s o ~ w
I L • scu ~ N~ JORDAN'S CONSTRUCTION INC,
r ~ s 4yn / % 0.8. 7265, PG. 0875 4 aen / PoN 1713-21-0709
? ~ ZONED R-10 o S rNAC ~ USE INDUSTRIAL
4 ? f f ~ b aee us E 4PoN. f 288 6 W
x>wrt u earn nE / / H
X aµ ~ ATE LOCAnON l ~
a ~ 1E Pai Y RY n1x1 D
g TLET 6 9 3 l/ i
f ~ ~ ®R .ao f R ~ t a PR autuT Z Y Q
f ~ m°~sA m am va 4 ~ Z ~ ~ 3 - ~ ~•1
~ ~ O 2NA0 ~ Z ~ W~
F E HA ES z z ~ - E~ m ~
2, 3 4 » r m ~ J~ ~a ~
/ RE D F FUIU E ~ NEY [ O N O ~ ~ z~
PIXiARY TION PCND ~ ZJ "rrrr'11 DU ~ \1•i ~ - - E-t
& R ~ ~ ~ cn W ~
o ~
1Np Oily 100 6 N ~ / ~ % ~ tll RRL RIABE N~ N ~W ~ ~ _ <C W
~ ~ NO N~ ~ ~
FlIIN01T / Pok RI1AE PNAg Z ffi , h~ 8tl ~ ~
2q.50 ry p J / ti~ ~ U~ f
N/F ~ I ~ OYt I ry~ ~ JORDAN'S CONSTRUC110N INC
D.B. 7265, PG. OB75 PIN 1733-21-0709 / ZONED R-10
h~ USE: WWSTRtAL ~ N Public ~ 1 N
/ M1~ _ Os Sewer Collection Extension System N
qp ~fl of Ralei h consents to the connection and extension of the W The City g Cit 's ublic sewer system as shown on this plan. The material and
,y yP W Construction methods used for this project shall conform to the
standards and specifications of the City's Public Utilites Handbook.
_ t IRgilfMli N ~ ~ WNIP.I101W L{ flOSNq A0/0 o City of Rolelgh
l~ b ~ Public Ut7ites Deportment Permit ~ v
~ ~8 \ ® X004
Authorization to Construct
,EyA 8/f Date
M l6f .ar
237 ,j~ ~ N
• ~
n Private
~6 ,(y0 - Sewer Collection f Extension System Nn
cANNaNS PoocE NDMEOwNERS Assoc. iNC• The City of Raleigh consents to the connection and extension of the D.B. &P, PG. 0132
~ x~ Nw1 ~ ~ lwwnw oxru PIN n3J-.2~_~2 City's public sewer system as shown on this plan. The material and ~ zoNED R-~o Construction methods used for this project shall conform to the use uausmu
W ~ I z r ~ standards and specifications of the Citys Public Utilites Handbook.
? ~ J Y 1 W~ City of Raleigh ~ 1-f
J Q NPEA 2 Public Utlites Department Permit i~ F---11
I ~ wmxc Mmv1m ~4 ~
W r 224 d Q 1 u struct Authorization to Con
~ J Date r"'+
o ~ P
CU ??o ~ ~ none mu • 9 , xvxaw oma U4 aNA ® aorta YAPoABIE 1p111
CU ~ r~ ~ ~ 1 1 6' RAIF7UII Ei190fENT
o zra i P Private
. U~ ~ x Water Distribution Extension S stem \ ~ W
m N~ ~ a, The Cit of Ralei h consents to the connection and extension of the Y 9 O
THE coWER arouP uc ~ ~ ~ \ D.B. 9211, PG. 0514 ~ . 1p PIN 1733-00-8811 - ~ ~ ~ Citys public water system as shown on this plan. The materiol and ~'Y? - Construction methods used for this project shall conform to the ry 1~f
~ ZONED R-8 usE vACANr1 .,-i wiEPoTACE MANOR SUBOINSION standards and specifications of the Citys Public Utilites Handbook. w a t~
L CURRENTLY UI~ER DEYELOPMLNT ~ AS SINGLE FAAIN.Y DETACHED V nu O
DWEIJJNGS (5-48-98) ~inN NJF N/F p OAK RIDG£OREAL~kPCIXJ~;CIICN CO. PLEASANTS, WIWAM L & ANNE H D.B. 7737,N &0001 N~ BOENM,~ PA L °n10°°,mr City of Raleigh IA u I fn• arv a Public Utilites Department Permit # ri g11pt EAS~Nr I T~
3 ~t aat PIN 1733Y 10-5938 0.B 9441, PG. 0710 PIN 1733-21-0033 J O.B. 8848, PG. 0850 ~ ? 41e _0 ZONED R-6 N~ ~ PIN 1733-ii-8045 USe RESIOEN7IAL ~~0(~~ 10&5 MM~ 0(~~ N &OX 1114 P0. 711 1"'1 w
• 4~ Q' USE INDUSTRIAL TZ I & SANTA B ZONED R-4 N~ 20NE0 R-4 D.B. 9257,APG 2572 PIN ZONED R1-4~ arflea CU d~ m, ~ MGYIAEI D SE: RESIOFN7IAL ANS, JEROME PIN 1733-21-1005 USE RE90ENTIAL NJF Ore ti 4~ D.B. 7546, PG. 0308 B k BONITA 0 R-4 EPPS, OTHA B NP 4 of 11EY 7 Inu N~ N Authorization to Construct H /F F--1 I~ EPPS, OTHA B N D HODAKOw510,
4 ~ PIN 1733-11-7055 ? ~ .:'~A ZONED R-4 0.8. 92t2, PC. 084 U RESIOENTI g BARBARA MTCHI U ~ ~ USE: RESIDENTIAL PINZ73~1fl_9040 EPPS D4 k BARBARA MTCH KIMBERLY A. O w EPPS B. 8492, PC. 0042 Date
_ (4~ ~ Q USE RESIDENTIAL PIN 1733-2 4~ P D4 4 p~ 1733-21-J083 ^ PIN 1733-2 2 - ~I H H 5i601f8fBB ~'1 Z REST P RESIDEND L S~N,L~ Bq®p,~
a ~ +~O ~ z REST 8A~ ? Q~ CARS ds U~
J - W PHASE 1- S-08-03 s, Q ~
H H ~y
NETHERFIELD r, I N AND OTHER PUBLIC ~ UTILITY INSTALIAT 0 S I-I-1 I WALKS AND HANDICAP S W FACILITIES, INCLUDING S DE
z 0 LANE RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS Q y~~~~
y W AS SPECIFIED BY CITY CODE. THESE FACILITIES ~ ~ ~L,I HAVE BEEN APPROVED BY THE CITY OF RALEIGH P.,~ °~F~ `
~9 INSTALLED UNLESS A CHANGE f °Q 9~~ ~ O AND SHALL BE SO ® ~
_ Nd ~ 90 CPdt EASEMENT CT S IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ,®D ( ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~B 9
..M. 985, PG. 12 - D Bdff S Y-'+ PRIOR TO FINAL ACCEPTANCE.
CICNdTIIRF• ~ r
i
H
" G GRAPHIC SCALE CENTRAL ENGINEER 051501c:)5 ~
0 100 0 50 L DIR. OF PUBLIC UTILITIES 0 50 100 200 400 FINAL DRAWING
a TRAFFIC ENGINEER NOT ISSUED FOR CONSTRUCTION
c m CONSERVATION ENGINEER
a Y ( IN FEET ) SHEET 5 OF 16
cn cn 1 inch = 100 ft.

a
mm / ~ I Et E f f
~ 1 N v~ ~ ' E E E ~ ~ ~ " \ E ~
E ~ ~ ~
O 0 J'~~1s ~ r ~ W~ / Cq CIE"
~ CT ~ y ~ ~ ~ ~ ~ ~ v~ x A ~ x ~
~ 0 ~
o9ao,~ ~ ti o0 / k o F ~ k~0 S ~ ~ a ~ M i
9 'y ~
,~2 ~ ~ N ~ 2 F ~ . / 'P p 'A F L 9 ' F` / ~ ~ G1 ? ~ Gr W
F~, 0f q q y ~ 5, ~R F ~ s l ,p 'Pp ~ y a ~ ~ 56 R A,p '~o v al ,5 9 e W otm
OFF 9y o ~ ,Q p JP~ o 2~,0 o ti tip S ~ 9y ~ PR1 W ~1
90 ~G ~ L , Q~ ~ ~ 9 Zk~o r 2 z ~ a z,
~ E e I D C m o ~
X X \ 'A •9s D Z 9~ X ~ ~ ~ aS
x j x Z cn ~ ~ ~ C o ~ <Ca o~aa d
m m ~ _ o ~ \ C _ _ - _ ~ _ - _ = 2 'PUBLIC SS o ! ~ 0 x
N I T GE A ~ UE ~ ry ~ A ER m E l E 5+ s~ A E
Ss ~ oo ~ ~ 5 0 P ~ a • E V 1 f E; cn d
~ ~ ss ~ oti NOTE W N T Y D DI T D I f E ~~L
- - - \ m m X N P~BLI E E E E E ~TF
x x ~ ~ E4yfR p MH E E E E 6 F E E ~ G „n
E m~ m k ~ A "A n 1169.91 ,0 ~ k d//~~ E E ~ 0 E Gp O ~n
A i f \ N' ~ ~ r I U ~ ~ E ~ 6x C, ?
I ~ ~ ~ ~ / .c~ 9~
I I. ~ ° 'd ~ ti s > v
A1V N I 0
O
~ ~ ' o' I I z N N m o o G~' I
z ~ ~ ~ A = ~ M J _ o \
0 ~ } a o oa
k / p~q Ca ~I ~ Z U~ ~ Z W o O
' \l ' l.~ o N n Y W _ Vi ~ Z ~~'6~ 3 V J W
N N titi ~ ~ ~ N r / ~ , lZld ~i ~ aw ~ A U Vl A 0:
~ o ~ i ~
. r I ~ n
I i
f+~l
N ~ ^ O
I O ~ i ff f)
SANITARY SEWER OUTFACE "A" ] PUBLIC PRIVATE SANITARY SEWER OUTFACE B a
SCALE 1" =40' SCALE 1" =40' ~ ~
» ~ G4
SANITARY SEWER OUTFACE "A" ] PUBLIC PRIVATE SANITARY SEWER OUTFACE B ~ E~
SCALE 1" =40'(H); 1"=4'(V) SCALE 1" =40' H ; 1"=4' V GENERAL SITE NOTES.
1. ALL STREETS WITHIN THIS PORTION OF THIS DEVELOPMENT SHALL BE PRIVATE. W
2. TRASH & RECYCLABLE PICKUP FOR TYPE #2 TOWNHOMES AND SINGLE FAMILY ~~yy LOTS SHALL BE PROVIDED BY A PRIVATE TRASH & RECYCLABLE COLLECTOR. ~ W H
LJV ~ i i TRASH & RECYCLABLE PICKUP FOR TYPE #1 TOWNHOMES SHALL BE PROVIDED W
' BY PROPOSED DUMPSTER AREAS AS SHOWN ON THE SITE LAYOUT PLAN. N i P T R AR R A WITH CITY OF W 0 3. ALL DUM S E S E TO BE SCREENED IN ACCO D NCE
! RALEIGH STANDARDS. w I W
i I i 4. THIS PROJECT IS TO BE COMPLETED IN 4 PHASES. i ~ ~ nn 5. LESS THAN 0.10 ACRE OF WETLAND DISTURBANCE INLL BE REQUIRED TO F+~
230 ~ i I I ~ ~ CONSTRUCT THIS PROJECT. w
i R NT ITY F 6. ALL STORM WATER MEASURES SHALL COMPLY WITH CURE C 0 A RA EIGH STANDARDS & RE UIREMENTS. L Q
I N r~ - 7. NITROGEN LOADING FOR THIS SITE SHALL BE 6.0# AC/YR OR LESS. W ~ ~-1
p ~ 8. THE WATER SYSTEM SERVING TOWNHOMES SHALL BE PRIVATE AND SHALL BE
j o~ I MAINTAINED BY HOME OWNERS ASSOCIATION. ~y p00 / I 9. THE B SEWER MAINS SHOWN HERE ARE TO BE PRIVATE AND MAINTAINED BY W
O I N O~ iq0) I N~ ~ O l I~ i (OpN n n ~MM ~ i THE HOMEOWNERS ASSOCIATION WITH THE EXCEPTION OF OUTFACE A ~ ~ 7 N • N i I Fj
iV- - N--- - 6 M d. p ~ CONNECTING TO EXISTING SANITARY SEWER LOCATED WITHIN HERITAGE MANOR H F"-1 ,~~N?o I, i DRIVE (S-48-98). H
~0~~ ~ Nf.. N~ i i n 1'-1 I 10. AlL 6 SEWER MAINS SHOWN HERE ON SHALL BE PRIVATE AND TO BE y i
20~ ~ ~~{.OON~ j O~~N ~ N?Q ~ ~Z~ ~~N~ Q i N ~ + ~ zz i F~ n ~ MAINTAINED BY THE HOME OWNERS ASSOCIATION, w
x~~zz x ~ ~~NZO 240 ; 11. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH I j STANDARD DETAILS AND SPECIFICATIONS AND NCDOT STANDARDS.
~~n~?? i n VL ~ 12. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND
I I G GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30" W
i Q CURB AND GUTTER. i i •~o / ~ 13. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED L.~
220 I i ~ i ON PLANS.
' I i i 14. ALL PAVEMENT ON SITE SHALL BE PER SECTION DETAILS LOCATED ON SHEET ~M1
_ 0~ 0 1 N S OTHERWIS POT ELEVATIONS ARE TOP OF . __i.__ p~ 5. U LES E NOTED ALL PROPOSED S
I Mao ASPHALT OR FINISHED SURFACE. nn oaoM 16. ANY DISTURBANCE OF MORE THAN 12 000 SF REQUIRES THE ISSUANCE OF A ~ W
~ i ~ ~NMN r ` ~F' NapN~ GRADING PERMIT BY THE CITY OF RALEIGH.
ff i \ i I' 1 ~ 17. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER 00• i mNZO RIPARIAN BUFFER WILL REQUIRE PERMITTING BY NC DWQ.
~ ~ 18. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ~
~ j L'~ ~ ISSUANCE OF A NATION WIDE 39 PERMIT BY THE US ARMY CORP OF ENGINEERS.
/ ~ I 19. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH CONDITIONAL USES SET ~N`0N / I FORTH IN APPROVED RE-ZONING CASE Z-75-Ot. ~ I
230 N ~ 20. THIS DEVELOPMENT HALL PROVIDE A MINIMUM OF 2 ACCESS POINTS WHEN ~MN?o / 150 UNITS HAVE BEEN PERMITTED.
w _ ' / 21. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL
z 0.50 8 i~.DIP 0 96.9 F• ~ ! EXISTING UTILITIES. IF DISCREPENCIES ARE FOUND CONTRACTOR SHALL NOTIFY
73.0 L.F. ~ i, J ~ ~ ENGINEER IMMEDIATELY. ~ `cQ'
Q . 21 2 ~ ~ ~
8 in.PVC w i i I ~ ; UTILITY SEPARATION: 1. WATER k SEWER MAINS: 1, ~ H
} a . . ~ ii a) MINIMUM LATERAL SEPARATON- 10' ,l _ i_.__._ b) SEPARATE DITCHES WITH 18' MiN. VERTiCAI
0 mo ~ ~ t0 ~ SEPARA710N. 0
o i sh O N i} ~i N I ~ 2. WATER ~ STORM DRAIN LINES- 12" MIN VERTICAL O 9 ~ SEPARA710N. 'i I F~1
CO ~ ~ N / 3. SANITARY SEWER & STORM DRAIN LINES- 12" MIN ~ ~ ~ VERTICAL SEPARATION. ~ F{
N N. i~ ~ ' 4. MINIMUM COVER OVER WATER MAINS- 3.0' / ' I ! ' S. MINIMUM COVER OVER SEWER MAINS:
~ ~ ~ _ o ~ / -WITHIN TRAFFC BEARING AREA- 5' C~ ~ -WITHIN NON-TRAFFC BEARING AREA- 3' F..~
I F' i i T/'~ I i V j V1
o 220 m i T~ W
T E ' ~ V1 i
~ V i I
L ~ DATUM ELEV a x o
.00 3 2OO ~ PVC o ~890b1911{B~ ~ I ~C6 B®
° O ~ c0 N i 8 m• . vc i ~ PHASE 1- S-08-03 a
cu 00 ~ c0 cD ~ _ x..67-° 1® W I sRs _ - _ ~ ~ ~ UTILITY INSTALLATIONS AND OTHER PUBLIC 7,
Y ~ ~ N ~ L.F. N N N I 201.6 I ~Q ~ FACILITIES, INCLUDING SIDEWALKS AND HANDICAP i ~ RAMPS ARE TO BE CONSTRUCTED ON ALL SiREEfS W
a j i i ~E~L AS SPECIFIED 8Y Clil' CODE. THESE FACIUTIES TT kk ~ V ~i ~ I-I
i a ~ ~ 1 HAVE BEEN APPROVED BY THE CITY OF RALEIGH A j ~ ~ ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE
W 0+00 1+00 2+00 H I I i ~ C~ rT, i i ~ „ o IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC W
~L •q•e•• ~ ~e, SANITARY SEWER EASEMENTS ARE TO BE RECORDED ~ a V'Y~ ~e PRIOR TO FINAL ACCEPTANCE. Q F..~ 1
H 1, I ~a;~g~~at4~~ SIGNATURE: a
p 210 'r U w
W CENTRAL ENGINEER M..r I r~
2 ~ f W 1 ! O~J ~ DIR. OF PUBLIC UTILITIES i
a i 0 TRAFFIC ENGINEER
i c i
CONSERVATION ENGINEER I i
n~mrn~ crsv I to r
LL- 205.00 i
0 00 Of O In M b ~T, v 00 M N d V
Cl- ~ ~ N N c N N N N
m cn
Y N FINAL DRAWING
° 2+00 3+00 ~ a+oo s+oo s+oo NOT ISSUED FOR CONSTRUCTION SHEET 12 OF 16
0

DEVELOPMEl~TT
SOLE READ
l~TORTH CAROLINA :,x~;
9 JUN t; ~ %Ou3
JCTIOl~T DRAWINGS
c
e ~-03)
ATTENTION CONTRACTORS
The Construction Contractor responsible for the extension of water
and sewer, as approved in these plans, is responsible for contoctino
the Central Engineering Deportment at 831-6 10, and ti,e e DEVELOPER: _
Public Utilities Department at 890_3400 at least
twenty-four houL~ prior to beginning any of their construction. COLLINS REAL ESTATE GROUP
1
FOIiUre to notify both City Departments in advance of beginning 5248 PINE HALL WYND
construction, will result in the issuance of monefory fines, and
require reinstallation of any water or sewer facilities not inspected RALEIGH, NC, 27604
as a result of this notification failure. f
919-231-1750
r to call ror Inspection, Install o Downstream Plug, have Fallu e
Permitted Plans on the Job site or any other Uolation of City of CONTACT: ROBERT S. COLLINS, Jr
Ralei h Standards will result in a Fine and Possible Exclusion 9
from future work in the City of Raleigh.
Public
Sewer Collections xtension S tys em
The Cky of Rdstgh oonsenta to the corsnctlan and extensbn of the
qt~e puWk sewer artan a shown an thN plan. The matarlal and Construction methods used far tlih project shah oanfam to the
standards and epsdllootlaa of 1M Clt~s Publk 1It110es llastbsok
PHASE 1
Cky of Rdelgh PuWk UHltes Department Permit # QUANTITY TAKE-OFF PUBLIC IMPROVEMENTS
_N R)AD WIDENING OLD POOLE RD 239.8 L.F.
Authorizatkn to Construct 3 PJBLIC 5' SIDEWALK OLD POOLE RD 304 L.F.
Date ~ 8' PUBLIC SEWER 169.9 L.F.
0 ~ Rp•
~ ~~~E ~ OF LOTS 86
P 7F BUILDINGS 11
Private lOT RANGES 1-85 & OPEN SPACE
Sewer Collectionf Extension System o~p poo E Ro DWELLING UNITS 85
the cariecUan and extension of the lE R~• The Clty of Raleigh consent to
Cltt/a puWk sewer system of shown on tha plan. The materiel and
Conatructkn methods used far this project shah conform to ths standards and a of the qua Public Ut~ltea Handbook apedlTcation r° \
Q~
qty of Rdelgh ~ Public UtiUtea Department Permit # ~ r CANNON
3 SI E SI E RIDGE DR.
Authorizatlan to Construct
Date INDEX OF DRAWINGS
1. COMPOSITE EXISTING CONDITIONS PLAN
a Private
w ' n S tem C J Water Distribution Extenslo TY MAP 2. PHASE 1 OVERALL SITE IAYOUT PLAN
} The Clty of Rdelgh consents to the aomecUon and e~tendon of 1M
ak water a shown an We plan. n,e motwid and NTS ca Cltya pu ayst«n NTS) 3. ENLARGED PHASE 1 SITE ~YOUT PLAN
caatruetlon meMiods aced far thM project ehd aor,form to 1M z standards and epedlkatlons of iM dttla PubAc ullltee Mawboak 4. PHASE 1 SITE GRADING ~~ND DRAINAGE PLAN
w Y H
a qty of Rdd~ 5. PHASE 1 OVERALL SITE LiTILITY PLAN
m PuWk Utpta Department Permit # 0
0 N AU$IOrflatlan to (ialletfllCt 6. PHASE 1 ENLARGED SITE UTILITY PLAN
.ti
~ ~ Q 7. PHASE 1 SITE SEDIMEN~'~.T~~N AND EROSION PLAN
ti
o . PHASE 1- S-08-0 i- s-os-o3 8• PHASE 1 SITE LANDSCAF?~ PLAN
m T 9. OLD POOLE ROAD WIDEI31~lG PLAN & PROFILE
~ UTILITY INSTALLATIONS AND OTHER I i AND OTHER PUBLIC
FACILITIES, INCLUDING SIDEWALKS AI SIDEWALKS AND HANDICAP 10. STONE MANOR DRIVE (PFIVATE) PLAN & PROFILE STA. 10+00 - STA. 16+50
~ RAMPS ARE TO BE CONSTRUCTED C :ONSIT2UCTED ON ALL STREETS Y CODE. THESE FACILITIES 11. STONE MANOR DRIVE (PRTVATE) PLAN & PROFILE STA. 16+50 - 23+38.66
m AS SPECIFIED BY CITY CODE. THE; 3 HAVE BEEN APPROVED BY TH 'D BY THE CIlY OF RALEIGH
AND SHALL BE SO INSTALLED UNLE VSTALLED UNLESS A CHANGE 12. PUBLIC SANITARY SEWER QUTFALL "A" &
n e e S S O C l a e S IS AUTHORIZED BY WRITTEN APPR01 ie IRITfEN APPROVAL. PUBLIC
~ SANITARY SEWER EASEMENTS ARE T 'EMENTS ARE TO BE RECORDED PRIVATE SANITARY SEWER OUTFACE "B" PLAN & PROFILE
fessional En ineers & Land Surveyors Pro g PRIOR TO FINAL ACCEPTANCE. a EPTANCE.
~ SIGNATU sicruruRe: 13. PRIVATE SANITARY SEWER OUTFACE "C" PLAN & PROFILE
3755 Benson Drive Z
° lei h North Carolina 27609 CENTRAL ENGINEER Ra g , 14. SITE DETAILS
- ~ 9-877-9979 919-877 9992 Fax. 91 R F PUBLIC UTILITIES rriES 15. SITE DETAILS
Q DI.O a -mail: a es(~bellsouth.net E y
TRAFFIC ENGINEER 16. SITE DETAILS
JEER
CONSERVATION ENGINEER r-,
L a FINAL DRAWING
c m NOT ISSUED FOR CONSTRUCTION
cn i
0

i d' a
EASTPARK m w
. B.O.M. 1989, PG. 490 ' . o
1.) THIS IS A SURVEY OF EXISTING PARCELS OF LAND. ~ ~
' . THIS IS A TOPOGRAPHIC SURVEY. ~
LOT 32A ~ 2. BEARINGS FOR THIS SURVEY ARE BASED ON N.C. GRID (HAD 83) ~ qp ~ ~ ) U w a
LOT 32 5.9 • q O AS SHOWN ON SURVEY ENTITLED PROPERTY OF B.A. ANYONE ~ q m I w 9 " ' ~ - ARY SURVEY PREPARED BY THE JOHN R. ~~x C ~ TRUST BOUND ~ ~ ~
266 0 ,Q o ~ T 11-6-02. ~ I . McADAMS COMPANY, INC. DA ED ~ o,
N AMMONS EAR AMMONS EAST CORP. A ~ 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. m q'~C ~ ) . W
g5.3 268 w OAD '2 ~ ~ D.6.3883, R i LE > P00 LD D.B. 3883, PG. 180 9~ \ ~ ~ u ~ i 9 OF SITE. ~ o c Q 4.) NO GRID MONUMENTS FOUND WITHIN 2000 ~ a,
0 e 60' PUBLIC R N s ?~3~~ ~ PIN 17331 PIN 1733127674 ~ q o w Gi. ~ ~w
O 0 ~ •3 .~j A ~ ~ \ 5.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL ~ .DU ~ OLD ROAD ~D \ NE X AS q A of ABANDONED FLOOD HAZARD ZONE. IT IS LOCATED IN ZO w ,q~~
O ~ C 282 SECTION ~ POOLE ROAD DEFINED BY HUD F.I.R.M. COMMUNITY PANEL WW o`~ r' q ~ aWO
C. 3 F~28p \ ~ 00 3 \ ATED MARCH 3 1992. q ~ z °o ~ # 37183 C 0555 E, D ,
S 3• " 1 7 ~ m 44'16 E \ 6.) REFERENCES: DEED BOOK 2755, PAGE 9 ~
ca, ~ ' 5'13" 8 19.77 2~ < t8 \ PAGE 61 ~ m " 4.3s DEED BOOK 6391, ~ I . ~ ~ ~
J ~ SLOPE EASEME ~ DEED BOOK 9211, PAGE 544 ° ~
O ~ 2>6 PG 1523k + 2sT•o 0U \ PLAT BOOK 1986, PAGE 716 ~ a c~ a ~ as
O - C PLAT BOOK 1988, PAGES 1523-1524 ~ r~"r-, PLAT BOOK 1999, PAGE 360
TOWER p` \ 'd C~'P) ~ \ ~ 275. 1 ~ ~ , , ~ 1 ~ T ~ PLAT BOOK 2000, PAGE 746
/ ~ } 275.5 ' i ~ ' ' ~ ' i ~ PLAT BOOK 2000, PAGE 980
O ~ C 1 ~ ~ ' i ~ ' i ~ ' WAKE COUNTY REGISTRY _i1_ ~ ~ ~ , OF THE
~-1_i, ' ~ PIN 1733115999 & 1733115313
4 27 7.) UTILITY STATEMENT
C ~
4 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED r?~r~ FROM FIELD SURVEY INFORMATION AND EXISTING
1 ~ ~'r1, ~ ' ~ , ~ ~ , DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
O O C ~ ' ~ ~ ' ~ i ' ~ i UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH ~
272 i ~ ' ~ ~ ' i ~ ' !TI IN THE AREA EITHER IN SERVICE OR ~ J ~ , , , UT1L ES ~
~ ~ ~ ' ~ ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT } a
~~i'}•1'~ R IN THE } a o th a (-r~-T THAT THE UNDERGROUND UTILITIES SHOWN A E a = o 0 0
0 262 J 21 -.('T 1 1 1 1 i ~ EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY = } i ~ _ ~ 1 1 1 I I 1 1 1 POSSIBLE } 0° N
O ~ O 1 , 1 ? 1 1 , 1 THAT THEY ARE LOCATED AS ACCURATELY AS ~ Q ~ Z
J.W. BROADWELL ~ 1' i i l i i l l FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT Z w 1 1 1 1 1-1-1-L, NDERGROUND UTILITIES. 3 ~ ~ w 1 -1,,, PHYSICALLY LOCATED THE U a w a~>
FAMILY TRUST 268 ~-1 •
D.B. 6391, PG. 61 c ' .THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT a v vim, a ~ . 8) 3 n E~NEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT TO
PIN 1733027023 200 CPacL R/w ASEMENTS WHICH MAY BE DISCLOSED ~ - •„r.~ Z ANY FACTS AND E
J / a 01• ~-t r 1 ' , Z • BY A FULL AND ACCURATE TITLE SEARCH.
O J ~ 266 O O O O • ~ ~"rT? 1 ~ ' 1 i . O ' I N VD 29 TAKEN N ~ , 1 1 1 ~ 1 1 , 1 9.) E,_EVATIONS FOR THIS SURVEY ARE BASED ON G
C APPROXI TE LOC ON +~•5 C ° 1 1 1 1 ' 1' 1 moo, Z ELEV=291.11. ~ , 1 1 1 1 1 FROM Nt,GS MONUMENT WHEELER HAVING f~ 1 1 1 ~ 1 1 1 'C
W OF D GROUND 1 1
C J FIBER OP CLINE o 1 ' 11 1-~ r~' 1•~~ . . ,11 ~ a s+~'T ~ 1 1 , 1 0
N r~ 1 1 1 1 1' n ^ 1 1 ~ 1 J 1 1 ~ 1 ~u,
JJ o° 1 1 CANNbN RI Gtl 1 1 1 1 Cr1 1 b 1 1 1 ~ `i a TaWNHOIlSE DEV6LORM Tye,-~ 1~
Op J ~ p ~ O N 1 B.aM.119 9, PSr~6 " O ' F I
C C ~
k ~ N < H
O .s ~ C 2 m N -~-T-?-~-j' 1--i
s . ~ 6 N N '(-T', x 1 1 1 1•
~ JJ CP R N Op J ~ o r T T 1 1 1 1 1 1 1••~1 N 1 1 1 1 1 1 1 1' 1 1
O O Jp i ° 1 1 ~ 1 1 i 1 1; 1 1 ~ 1 1 1 1 1 1 1 lJ N l 1 1 1 1 ~ y~~j1 Q
C O a~ ~b 1 1• 'T~
N N 1'-1-~'-1-~~ fi l' 1 1 T l t0 1 1 1 1 1 ~ V
O ry~ ry~ 1 1 1~ 1 1 ~ '~'~G . ~ 1 1 1 1 1 1 1 J0v .
N~ ry ~y ~ 1 1 1 -L1-1 ; ~ QJ rya 1-1'1-1
o `O' O J J , ap ~ t
Op JJ N ~ N 0 ~ , • • ' F~•I
O O ti~ N ti~ ~ ~ / ti a - 1 • S ~
ti~ ~~rl ~
O C O I ~ 1 ' ' ~ ti 1
C 1 1 1 , t
1 1 1 W ~.yo , 1
~,y$ ~ RALEIGH THIS SURVEY IS A COURTESY w
SEMENT REPRODUCTION OF "PROPERTY OF B.A.
OG PG. 1522 6 ANYONE TRUST -BOUNDARY SURVEY E..i
0 22 ~ Y THE JOHN R. McADAMS ~M N PREPARED B ~
O JJ W C Op J IM .9' COMPANY, INC. DATED 11-6-02. AIKEN 22 SHELF .9' N (N 21 8' O
O F 3 SNE & YELLE ASSOCIATES, PA HAS AMENDED ~ ~ IN ) 2, s' THEIR REPRODUCTION TO INCLUDE ONLY
A 232 CF ti' ti ~ 21' THE ADDITION OF NETHERFIELD LANE
\ I QG J ti ~ ~ T AND NEELANDS CT. AND OFF SITE
\ o OG \ o OG B.O.M. 1999, P . 36 TOWNHOMES PER RECORD LOCATIONS O
\ 230 \ O JJ a ~ ASSOCIATED WITH CANNON RIDGE DRIVE ti ~ ti m
~ C Op J / TOWNHOMES. AYES ASSUMES NO
\ O ~ \ X28 0 RESPONSIBILITY FOR ACCURACY OF BOUNDARY, TOPOGRAPHIC & PHYSICAL
\ O G \ OG ~ CANNON RIDGE FEATURES SHOWN AND DEPICTED
\ ~2s G 1 ti° OPEN SPACE HEREON. B.O.M. 2000, PG. 980
\ 22~- ~ + ~ \ .,`O LOT 35
224 ~(i OPEN SPACE I WILLIFORD PLACE
OG LEGEND 2 0 B.O.M. 2000, PG. 1522
22 G L ~ Z SMH
222 EXISTING IRON PIPE 2 O ~ ~ RIM 2123 S ~ NJ 204.4' a
's 2?0 OUT 204 VARIABLE WIDTH
0 IRON PIPE SET C'~+Y OF RALEIGH O ~~ti ~
as ~ LATED POINT 218 cALCU 0 G 2 F R IGH SE'~NER EASEMENT r , ~ 20 CITY 0 E PROPERTY LINE ~h W
W N 72roo'os" w G 's ~ ~ BORE HOLE tal ~ ~27 601.92 (to ) vKVE A 20' RAI AGE SEWER MENT ~ ~ TC PROPERTY LINE V B.O.M. 86 PG. 71 ~ ~ EA ME ~ ro B.O.M. 2000, PG. 1522
R } S SANITARY SEWER MANHOLE B.O. .198 , . 71 ~
S 89'53'29' W 40' (total) S~ ~ M--I
© SANITARY SEWER CLEANOUT SMH N 89'40 W 25.44 w THE GOWER GROUP, LLC RiMLF~2os.5' 1 - Q F~
Y ~ WATER VALVE D.B. 9211, PG. 544 «s"iT zos.~' H a SMH ~ RIM 211.3' W
® WATER METER PIN 1733008811 ao~o IN 203.5 O RIB 2D9.9'
m o ,y FIRE HYDRANT `ry OUT 203.3' IN 202.9' IN (STUB) 2029' r , O
Y HERITAGE MANOR SUBDIVISION LOT 23 LOT 23 LOT 22 W our 202.x'
~ TQ TELEPHONE PEDESTAL COMMONS AREA #1 A LOT 19 LOT 20 LOT 18 _ _ _
T TELEPHONE MANHOLE B.O.M. 2}00, PG. 746 o ~ PIN 1733105936 \ LOT 21 LOT 15 W LOT 17 T 1
E? ELECTRIC BOX ti \ LO 6 ~
°m LIGHT POLE ~ i- Tk
0 • ~ V NETHERFIELD H
o ~ POWER POLE LANE W r--- U~
CURB INLET L _ tiF ' ~ - F~ 1 - --r • ; - A
OD STORM DRAINAGE MANHOLE 9 ~ ' 1 Q-' 1 , di
m a ? YARD INLET 90' CP&L EASEMENT ~ 1 ' 1 CT J` ~ ~ 1 1 ~ ~ rT, W
B.O.M. 1985, PG. 72 THE !~E 0 ' ; 1 ~ I••-i
w - - _ = STORM DRAIN
} 9 a 44, EAULEGHAS 5 BUIVINUN ! ; w v1 w
- OU OVERHEAD UTILITY LINE c PHAEI ? ? ? O %
X -UE UNDERGROUND ELECTRIC B.O.M. 198 , G. 716 ? i i a
w c -UT UNDERGROUND TELEPHONE i 1 1 v
4 ~o W WATER LINE I 1 ! E"+
a" SS SANITARY SEWER LINE GRAPHIC SCALE
~ CURVE TABLE
C) G GAS LINE CURVE DELTA RADIUS LENGTH CHORD BEARING TANGENT 100 0 80 100 200 400
a Cl 03'4752" 2664.35' 176.60' 176.57' S 83'59'09" E 88.33' -X X FENCE LINE
C C2 19'44'09" 488.37' 168.22' 167.39' N 88'02'43" E 84.95' ° -UFO UNDERGROUND FIBER OPTIC C3 01'47'37" 3819.72' 119.57' 119.57' S 82'50'28" E 59.79' FINAL DRAWING IN FEET
m U) NOT ISSUED FOR CONSTRUCTION 1 inch = 100 ft SHEET 1 OF 16

, ~ ~ ~ r, V ~ ~ / ~ \ a T S: ~
~ < ~ GENERAL SITE NO E ^o
IN THIS PORTION OF THIS DEVELOPMENT SHALL BE PRIVATE. ~ ~ 1, ALL STREETS WITH FAMILY ~
~ ~ I 1 , 1 I I , 2. TRASH & RECYCLABLE PICKUP FOR TYPE #2 TOWNHOMES AND SINGLE q o LOTS SHALL BE PROVIDED BY A PRIVATE TRASH & RECYCLABLE COLLECTOR. ~ ~ ~
~ ~ 1 1 / ~ I ~ N/T ` TRASH & RECYCLABLE PICKUP FOR TYPE ~1 TOWNHOMES SHALL BE PROVIDED ~ w
' D PROPERi1E5 LL\ / T i PG. 0752 i i I 1 ` D.. 948 , i 1 f BY PROPOSED DUMPSTER AREAS AS SHOWN ON THE SITE LAYOUT PLAN. U b o IE•' MPSTERS ARE TO BE SCREENED IN ACCORDANCE WITH CITY OF ~ ~ ~ ~ w 3. ALL DU ~a ~~Z
' / / l 1733- 2 ' N~ 20NID 0&I-i / N7t APPLEIREE DAY CAJff L NFRgAL I r- RALEIGH STANDARDS. U1 ~ x
~ A1NON5 EAST CGIPWlA710N / D.B. 7487, PG, 0608 ~ COM ~ I I / D.& 3m3, PG 0780 1 ~ PIN 1733-12-3758 PN 1733-12-1188 ZONEO OM 4. THIS PROJECT IS TO BE COMPLETED IN 4 PHASES. Q; ~ ~ o ] 5. LESS THAN 0,10 ACRE OF WETLAND DISTURBANCE WILL BE REQUIRED TO q'~ ~
~ zavED o6i-1 ~ usE: COMNERGAL I \ ~ ~ ~ ~ O ' I ~ ~ USE VAUNT ~ / q CONSTRUCT THIS PROJECT. ~ o ~ x
i 1J ~ (F \ ~ 6. ALL STORM WATER MEASURES SHALL COMPLY WITH CURRENT CITY OF ~ ~ ~ k a
R ~ E c RALEIGH STANDARDS & REQUIREMENTS. ~ A ~ v r~ ~ AC YR OR LESS. °B ti 7. NITROGEN LOADING FOR THIS SITE SHALL BE 6.0# / q A
D 0 r Q P ~ ~ A ] 8. THE WATER SYSTEM SERVING TOWNHOMES SHALL BE PRIVATE AND SHALL BE w A ~cn
_ _ - - - ~ C~ ~7--~----- _ _ N~ 9 6p' C R ~ AM140NS EAST CORPORA710N MAINTAINED BY HOME OWNERS ASSOCIATION. q ~ W " ~ ~ 0 O 9. THE 8 SEWER MAINS SHOWN HERE ARE TO BE PRIVATE AND MAINTAINED BY q q Z I
a ~ e to % D.B. J8B3, PG. 0180 C n _ . ~ a~at1[ PIN 1733-12-7674 ,t/~ ~ 7~ / / ZONED O9d-1 THE HOMEOWNERS ASSOCIAl10N WITH THE EXCEPTION OF OUTFACE A y
d> ~ USE: VACANT ~ OLD ROAD BID CONNECTING TO EXISTING SANITARY SEWER LOCATED WITHIN HERITAGE MANOR ~ ~ P~
i OF ABANDONED SEC110N OF POOLE flOAD DRIVE (S-48-98). w ~ ~ 10. ALL 6" SEWER MAINS SHOWN HERE ON SHALL BE PRIVATE AND TO BE •r+ ti ~ ,y
(STF7B-89) ~ (OB 5411 PG 0277} aloe ~ _ MAINTAINED BY THE HOME OWNERS ASSOCIATION. d+ 0, M ~ o
~ S POPE EA31p~T t~ U 11. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS AND NCDOT STANDARDS.
~ ~U 12. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND r~ " l~ 1
NCI! DU OU GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30
OU r ~ H 27 .5 ~ ~ CURB AND GUTTER. _ 13. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED
~V ON PLANS,
w TOWER ~ \ % ~ 14. ALL PAVEMENT ON SITE SHALL BE PER SECTION DETAILS LOCATED ON SHEET ~ 2,
15. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF
ar ~ & ~ W 1 ASPHALT OR FINISHED SURFACE. 16. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A
3 4 Sal b PK O6a£f Pe4 IN711 GRICE CAP a Pao GRADING PERMIT BY THE CITY OF RALEIGH.
as au. arJn m eNgr m tart a xm- 1 h ~ 17. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER
n¢ a TQdPORARY DRY ~AEAa~e RIPARIAN BUFFER WILL REQUIRE PERMITTING BY NC DWO. 18. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE
a ono E7EN710N PIN! \ p ~ +u.a :am ouTter cB o ISSUANCE OF A NATION WIDE 39 PERMIT BY THE US ARMY CORP OF ENGINEERS,
b d E ~ ~ a ~ to E Y p ¢tv zaA 19. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH CONDITIONAL USES SET } IN APPROVED RE-ZONING CASE Z-75-Ot. A = °0 0 FORTH POINTS WHEN ~ - ~
a aiaa ~ ~ tUrowAxv oElwna Pau PA901911. 20. THIS DEVELOPMENT WILL PROVIDE A MINIMUM OF 2 ACCESS
utr u a a r wro N Pr~.~ zP' u~sio~ w 150 UNITS HAVE BEEN PERMITTED. } oo :I ~ N 21. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL ~ A o 0
to 4roeoW0 PN]AMIWt sualwPa+ eur< a lean a t U1 Z EXISTING UTILITIES. IF DISCREPENCIES ARE FOUND CONTRACTOR SHALL NOTIFY w ~ Z Y W V)
m60 ~ 4 h ENGINEER IMMEDIATELY. ~ a w ¢ ~ > ~ _ ~ a w
WATT, NAIHRYNNBROADWELL Ei AL ~ 1 mas ~ ,~4 tL ~ O.B. 8391, PG. 0061 A U Vi A ~
PIN 7733-02-7023 ZONED R-8 8 E 6 ~ a „~w , US• FARMLAND t a m N~ o ~
atl0 a Grp F rc
200' &L R W- M A s a' o w
• JDRDAN's IbNS RIICIION ING a>bta D.B. 7265, PG. 0875
4 4taa PNJ 1733-21-0709 S a ZONED R-10 r a ~a US£ INOUSiRIAL
f ~ ~ a ma a ~ ua . 1 u amwt ~ "
i ~+u F---I
AlE LOOATON G I ~ C UN1 ~ ~ OP11 / wp I
~ /1pN TIf7 g 5 s ~ l/
a E ~ ~ ae , m _ a Q
e ~ ~ mu ,a Pm amn Z anae rar a ~ p61A m eta
4 ~ a>faa Z ~nws e ao O ~ W~
Nr. mop . aam ~ O z z~ - C m
a~ E HA ES 2, 3 4 muw r ~ J~ ~a ~
/ R ~ PUN E ~ nav r Q
n PORARY \ n D iION POND v-' G~ - - ~
~ W
& R o 0
tt sd a tx[ ee w "fl nx R~w1 rMO a t~A N ~
r aart ws a nv+ ~ I ~ ~ ~ ~ W
AO N GI!!a fa NNE t%K 7 m N
yy M1 4 ryY a~

~ ~ Ns JOROAN~S CONSTRUCTION ING ~ ~ D.B. 7265, PG. 0875 MN 1733-21-0709 ~
ZONED R-70 M1~ USE INOUSIRIAL ~ U1 ~ Pub c 0 N
N 0 Sewer Collection Extenslon System
h~ The Cit of Ralei h consents to the connection and extension of the ~j I~d Y 9
I!q w p y City's public sewer system as shown on this plan. The material and ~ l
Construction methods used for this project shall conform to the F~••1 standards and specifications of the City's Public Utilites Handbook.
,a, ~ ~ eovama urn 8 1672 O
~ `4~ ~ asau aa°m City of Raleigh Public Utilites Deportment Permit $
~ a
r Rye ® 1°61' / Authorization to Construct
'?7A ENI
~ fei ~ Date N >I~
7d?
N
6 k • ~e Private
N Sewer Collection/Extension System
Nor ca+NON's PoDr£ NouEOVS+ERS Assoc il&;. The City of Raleigh consents to the connection and extension of the
nYt \ M3R ¦191 RmIN1 Ila191 D.B. 8471, PG 0132 PN n3.rz1_ass2 ~:itys public sewer system os shown on this plan. The material and ~
LiJ ~ zaREO R-1o Constructlon methods used for this project shall conform is the uss: utoil5nau standards and specifications of the City's Public Utaites Handbook.
Z \ e p ~ ~ I ~ ~ W~
a i J Q yma City of Raleigh
2 z ~ i I Public UtBites Deportment Permit ~ H
cn '6~ i h + er ~ LLJ - V ~ ' ion to Construct Authonzat x
~ ~ a . , a I J, ~
mo \ ~ Date W y I W 0
N ~ c ~ ~ ~u~ e,i ~ ® w
.-y / ~ 7~a N / ~o r"''w wawiF wplx ~ l 1 V E~menr [J
~ / o i % ~ a ~ ~ ~ ~ Private L-'
% ~a c, ~ ~ r, / ~ ~ o ~ ~
Wi ° \ Water Distribution Extension System ~ W the Cit of Raleigh consents to the connection and extension of the C-'
m N~ ~ a THE cortA 9RauP uc D.B. 9211, PC. 0514 ~ ~ t ~ \ Y O \ Citys public water system as shown on this plan. The material and
OJ P9i~ ORO-~N \ j USE: YACANTpp . - Construction methods used for this project shall conform to the ry standards and specifications of the City's Public Utilites Handbook. w a
.H ppHEPoTAOE MANOR suwmsaN ~~a~_.` L gAiRQITLY UNDER pEVE1.OPMFNT N l~e ? V
LL AS SRI6LE FAIILY DETACHED ~ ax~aR N N/F DNELLINGS (5-48-9) enasexa /T p OAN RtDCED &AL~ PWN~UC710N CO. CFRTO, iINDAFA J O anf°ms City of Raleigh
t~xar otat PIEASANTS, WIIllAML & ANNE H D.B. 7737, PG ODOI N~ B~$ ATOM PAL ~ 3 ea~o PIN 1733-10-5936 0.8. 9441, P& 0740 PIN 1733-21-0033 ~ N ~ ZONEU R-4 k JOAN C PIN 1733-21-1085 N MII ;A ~ ~ anv Public Utilites Department Permit # Dsso w'"i I sewoi r~oort _ gpY tp8p, P6. Tl6 W W
p 4~ ZONED R-6 PIN 1733-11-8043 HAVES, KENNEDi J O.B. 6849, PG. 0850 wt Q' LENR, MICHAEL D & SANDRA 8 (U 4t ~ USE INWSIRUQ ~ SE:~RE58)FN7IAL AA16~EROME USE RESOENIUL PoN 933-411005 USE R9DEN11A1 1OB8 Authorization to Construct Nnu N/F
~ Q& ~ rtP~ O.B. 7546, PG. 0308 B k BONITA 0 4 EPPS, OTHA B N p 4' 7V PIN 1733-11-7055 2 ~ 0.8. 9212, PG 084 U ~ RESR)ENTI tr BARBARA M EPPS, O7HA B N RD HODAKOWSNI, B BARBARA M KIMBERLY A O w
LI / ~ ~ USE~HESIOET7TIAL PM 1733-11-9040 EPPS ZONED R-4 P . 0 ti _ 0~ 4 USE RESIDFNIIAL PIN 1733- ZO EPPS 8497, PG. 0042 Daie P . 4 PIN 1733-21-3063 PIN ZONED 4 - E@@uN%C$N@~~ ~ Q
~ p~ O ZONED 4 REST 711 • REST n U flESIDENn L *~~•@\@ 6~®!®d ~~1
p J , I.o~ !d V 1 i 1® ~
W r-i LL PHASE 1- S-08-03 ~ ~ y Q at H
NETHERFIELD r ~ UTILITY INSTALLATIONS AND OTHER PUBLIC ~ ~
z IN IDEWALKS AND HANDICAP ~ ~ FACILITIES, INCLUD G S N ALL STREETS ~ ® H
0 LAN RAMPS ARE TO BE CONSTRUCTED 0 ~ ~ ~ ~ AS SPECIFIED BY CITY CODE, THESE FACILITIES ~ ~ ~
U tiF w F< a ~N HAVE BEEN APPROVED BY THE CITY OF RALEIGH p`q ° fi~ a
a 90' CP& EASEMENT C dS AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ ~ ~ Q 1 IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC ®®o ( ~
i T ..M. 985, PG. 72 SANITARY SEWER EASEMENTS ARE TO BE RECORDED r! a 8869 , ^ PRIOR TO FINAL ACCEPTANCE. ,y ~ ~-1
t1
1 V / \ V a-+ Cf) SIGNATURE:
H
N LL 65 3o b3 E CENTRAL ENGINEER ~ GRAPHIC SCAL
DIR. OF PUBLIC UTILITIES
100 0 50 a 0 50 100 200 400 FINAL DRAWING TRAFFIC ENGINEER NOT ISSUED FOR CONSTRUCTION
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Y a ( IN FEET ) SHEET 5 OF 16
1 inch = 100 ft.

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SCALE 1" =40' SCALE 1 =40 aw
PR] FALL "B" E-+ RIVATE SANITARY SEWER OUT ~ P
PUBLIC SANITARY SEWER OUTFACE A ~
SCALE 1" =40'(H); 1"=4'(V) SCALE 1 =40 (H); 1 =4 (V) RAL SITE NOTES: GENE ~ 0
T WITHIN THIS PORTION OF THIS DEVELOPMENT SHALL BE PRIVATE. w 1. ALL STREE S
2. TRASH & RECYCLABLE PICKUP FOR TYPE #2 TOWNHOMES AND SINGLE FAMILY ~~yy a A E COLLECTOR. ~ W H LOTS SHALL BE PROVIDED BY A PRIVATE TRASH & RECYCL BL
i TRASH & RECYCLABLE PICKUP FOR TYPE #1 TOWNHOMES SHALL BE PROVIDED w
LJV I I i j BY PROPOSED DUMPSTER AREAS AS SHOWN ON THE SITE LAYOUT PLAN. x o
3. ALL DUMPSTERS ARE TO BE SCREENED IN ACCORDANCE WITH CITY OF N i RALEIGH STANDARDS. W W W
' ' ! 4. THIS PROJECT IS TO BE COMPLETED IN 4 PHASES.
5. LESS THAN 0.10 ACRE OF WETLAND DISTURBANCE WILL BE REQUIRED TO I i ! CONSTRUCT THIS PROJECT. w
30 2 i i 6. ALL STORM WATER MEASURES SHALL COMPLY WITH CURRENT CITY OF ~ ~A
'i, RALEIGH STANDARDS & REQUIREMENTS. ' _ _ I~' NITROGEN LOADING FOR THIS SITE SHALL BE 6.0 AC/YR OR LESS. ~j 7. # ~
i 8. THE WATER SYSTEM SERVING TOWNHOMES SHALL BE PRIVATE AND SHALL B ~I
i o X44 j r~ ~ MAINTAINED BY HOME OWNERS ASSOCIATION. ~Ny ° ' i ° ARE TO BE PRIVATE AND MAINTAINED BY W E'-+ oao / i 9. THE 8 SEWER MAINS SHOWN HERE
O N I ~j . N ~ r cctOpN THE HOMEOWNERS ASSOCIATION WITH THE EXCEPTION OF OUTFACE A I
i O Ol I d N ~ ~ ANOR I--I N R LOCATED WITHIN HERITAGE M A Y EWE TING TO EXISTING S NITAR S ~ NNEC
~ d ~E?---. _ ----_r _ d~p ~dN i ,dd { ,~~N?o DRIVE (S-48-98). M..R
+~NF.. i cV~F- ~ O~NN 10. ALL 6° SEWER MAINS SHOWN HERE ON SHALL BE PRIVATE AND TO BE ~j ' ~N~?? / ~ MAINTAINED BY THE HOME OWNERS ASSOCIATION. a
20~Zd d i h •N i ' ! 11. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH
x » ~ ~~a?o 240; , wu~~zz ~v~~?? 2 ANDARD DETAILS AND SPECIFICATIONS AND NCDOT STANDARDS. ~ ST 1 . ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND 2 w
~ I ~I I i ' I ~G GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30 Q CURB AND GUTTER. U C-~
' ~ ~ 13. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED 1-•i ~ @ ON PLANS. M..~
220 ~ ~ I ' i PAVEMENT ON SITE SHALL BE PER SECTION DETAILS LOCATED ON SHEET r 14. ALL ~ GQ
' I ~1 ° 2. 0' _ ~ 15. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF
. I ~ I M~ ASPHALT OR FINISHED SURFACE. I IRES THE ISSUANCE OF A a a
' i ' ~NMN 16. ANY DISTURBANCE OF MORE THAN 12,000 SF REQU / I H.
~ ~F i N~N~ GRADING PERMIT BY THE CITY OF RALEG ~ i ° 17. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER tDNZ
i I ~ / ~ - ° YNCDW. 0 RIPARIAN BUFFER WILL REQUIRE PERMITTING B Q
~ i 1 21-~» 18. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE i a I ~ ~~no:zz ~ ISSUANCE OF A NATION WIDE 39 PERMIT BY THE US ARMY CORP OF ENGINEERS.
V ~ I o~n ~ 19. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH CONDITIONAL USES SET N~cv ~ I! FORTH IN APPROVED RE-ZONING CASE Z-75-Ot.
I ' ^N~ 20. THIS DEVELOPMENT WILL PROVIDE A MINIMUM OF 2 ACCESS POINTS WHEN
' 230 ' MNZ~ 150 UNITS HAVE BEEN PERMITTED. N_O /
w 8 it~.DIP ' i ! 21. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL _ ~zz / EXISTING UTILITIES. IF DISCREPENCIES ARE FOUND CONTRACTOR SHALL NOTIFY
z i 96.9 L F. 0.50 i ~G ENGINEER IMMEDIATELY. / Qi
° 73.0 L.F. f-- w ~ ~I I / ~c
a J 21 0 W UnLITY SEPARAn01k I/ 1. WATER g SEWER MAINS: V 1 H
~ 8 in,PVC w ' a) MINIMUM LATERAL. SEPARATON- 10'
r a b) SEPARATE DITCHES W1TH 18• MNI. vERnCAI _ - - - ~ a ~ i !I sEPARAnaN. M'~ Q
0 m Om • ' ~ ANtl INES- 12• MIN VTRTICAL (+1 Oq 2. WATER ~ STORM DR
p ~ ~O o ~ `t(VN N ~ ~ ~i I ~ ~ ~ SEPARAnON. n N~y i . W i 3. SANITARY SEWER do STORM DRAIN LINES- 12" MIN M~+~ i VE PARAnON. A SE RTIC L
c0 rN~ ~ ~ / i / ~4 - 3.0' v MINIMUM COVER OVER WATER MAINS / i~ 5. MINIMUM COVER OVER SEWER MAINS:
N Z r- ~ N - ~ ~ ' - N TRAFFC BEARING AREA- 5' WITHI
I ~Ul~?Z ' ~ o / -WITHIN NON-TRAFFIC BEARING AREA- 3' F..~ I
I V' I lrT,1 !""1
0 220 ~ ~ ~ / I i 1~
T ~ V ~ I / i i O i
f I i ~ i a 1 ~ ~ ~ ~ x , ~ o
L 1 w DATU~K ELEV I o PB~811 .aa~s sale ad 9e - - a
200.00 .PVc , { ~ CqR ~o,® PHASE 1- S 08 03 1n•pVC ~ ~ ~ ~ ~
3 ~ gin 7% ° p r ~ N s ~ l® W ~ ~ ~ ' ~ s UTILITY INSTALLATIONS AND OTHER PUBLIC
~ - - 1.5-- cv ~ ~ CO (0 ~ _ _ _ _ _ _ 7 _ i ~ FACILITIES, INCLUDING SIDEWALKS AND
° ~ ~ N N N ~ 201.6 L.F. ~ N I ~ RAMPS ARE TO BE CONSTRUCTED ON All STREETS W L AS SPECIFIED BY CITY CODE. THESE FACILITIES Q
a • ~ ~ ~ ~ HAV BEEN APPROVED BY THE CITY OF RALEIGH A A ~ E F-~1 m AN HALL BE SO INSTALLED UNLESS A CHANGE DS
i o - ~ m IS AUTHORIZED BY WRITTEN APPROVAL PUBUC W
J 0+00 1+00 2+00 H ~ •d~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED E"'~ L.,.~ ~ PRIOR TO FINAL ACCEPTANCE. A F-I
w i a e' ~ ~ ~-~~;7gtl91?. 51GNATURE: E..~ N~y
z 210 ; W I W
0 U i ' CENTRAL ENGINEER MCI
.-i w I I j I w w ~~J ~ DIR. OF PUBLIC UTILITIES N~y
Q I 2 ~ ' ~ W i ' TRAFFIC ENGINEER
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U DA17Ik ELEV
a 205.00
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CD OR Of O N M ~ N N N N
L ~2 N CD- / N N N N N c C14 04
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Y a+oo s+oo s+oo NOT ISSUED FOR CONSTRUCTION SHEET 12 OF 16
a 2+00 3+00 co

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GENfRAI CONSTRUCTION NOTES: .
r r.' \ I ~ / 1 ~ a AIL CONSTRUCAON SHALL CONFORM TO TFIi~~CURRENT qT'l Of RALEIGH ANO ¦
i,. NCDOT STANDARD DETAILS AND SPEgFlCAI>ONS, w a
~ I' ~Y~;~ 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY JOHN ~ A
I i ~ I R. McADAMS COMPANY INC., IN A SURVEY 11T1,E'D "PROPERTY f1F B.A. ANYONE Q1 TRUST -BOUNDARY SURVEY" BATED 11-f18-02. AIKEN AND YELLE 'N
I ~ ~ I I I N,~ ~ ASSOgAIES PA ASSUMES NO RESPONSIBILITY FOR ACCURACY OF BOUNDARY ~ ~
t f f r_ r(. I___--- ` o . we+, r~rLLS4D I I/ ~ ~ + -j R~ ~ 17]7-1T-5N3 1 TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES. ~ •w ~s • ANY R V b 1E~1 3. DISTU BANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A p Sh~
. ~ I Np ~ ARRE7REE DAY CAIE ~ IONID Otl-1 ~ ~ swans cast noN ~-j os. 7,a7, ~c aeae ~ ' C011~~ ~ I I ~ o~ ~ ~m I ~ ~ ,7~-14-.,>~ i ~ r l GRADING PERMIT BY THE CITY OF RALEIGH INSPECTIONS DEPARTMENT. Tf1 ~ A x
RM 1775-12-,~ ~ z~D D!!_, ~ o 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER ~I ~ RIPARIAN BUFFER WILL REQUIRE PERMITTING BY NC OWQ. ~'B I
~ - r ~ 0 ~ ~ , - I ~ y r~ I L / / ~ ; ~ _ 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS Wlli. REQUIRE ~
I ~ / ~ ISSUANCE OF A NATI WI R IT Y TH R Y ~ _ ~ DE 39 PE M B E U5 A M CORP. OF ~ ENGINEERS. ~
a ~ I E ~.,_,~f ~ F ~ 0_ 0~ ~ r D 0 P r o I 4, r f r 0 6. A COMPLETE COORDINATE LISTING AND AUTOCAO RELEASE T4 DRAWING FILE G? rr
~ i ti - - ~ ~ ~ R ~ ~ u1NON3 t~ DDRVaRana ARE AVAILABLE UPON REQUEST FROM THIS FIRM. ~ ~Ul 0 8 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRK)R TO COMMENCEMENT N
~ D.e. 3lA3, r0. otalD C ~ 20p3 Of GRADING AC11vIT1ES. CONTACT ULOCO AT 1 800-832-4949. FOR FIELD ~ p
• - - • „i :a . a ~ RIN 1733-1z-7A7~ oy :aNED od-. %Y - , YAGNt LOCATION OF UNDERGROUND UTILITIES. ~
use - ~ aD RaAD eED 8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION Of ALL a 1 EXISTING U71LI11fS. IF DISCREPANgES ARE FOUND CONTRACTOR SHALL NOTIFY ~ ~ p
r~ ~ a ~ - j s<c7roN a voaF Row (s7a7e-AS) ~ _ ENgNEER IMMEDIATELY. ~ ~ ~ 1 ~ _ r~
~ A,, (De sut vc 04731 eu ( ~,J > 9. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND ~ GUTTER, 4MTH THE EXCEPTION pf STONE MANOR DRIVE, BRIARSTONE COURT, py p p .
~ : - r-- , ~ ~ ti 1 ~ AND THE WESTERN PORTION MIDSTONfi DRIVE WHICH SHAD. BE 24 VALLEY
' I ~ _ \ l--J nqR~( GUTTER. ALL GUTTER SHOWN 1MTHIN RIGHT-Of-WAY SHALL BE STANDARD 30"
~ rNe Ou - ~ _ ~i n CURB AND GUTTER. REFER TO 5EC110N DETAILS ON SHEET 2. ~ `N ( 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE
~ + I ~ ~ ou _7-- ou _.m-__ \ ' ~ STATED ON PLANS.
TOWER ~ ~ - - - ~ 11, ALL PAVEMENT ~ IN A N tMTH T1 TAI S oN TE s}+aLL ae CCORDA CE sec ON DE L \ ON SHEET 2.
~ - 7omaN ~ 12, THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT~EXCEED 1 4r PER
! t ~ 1 E ~ ~~i j. / FOOT. THE LATERAL SLOPE Of SIDEWALK SHALL NOT EXCEED 2!G
~ i 1 I 13. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR FINISHED SURFACE.
j ~ ~ IOI g11C OA[r Ril ~ ` ~ ~ spa m ~ e~ 14. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS ANO
i, PRi _ t ~ 1 w - FEATURES. 15. REFER TO PLUMBING PLANS FOR LOCATION OF U1ILITY CONNECTIONS TO
r BUILDING.
~ °y All AlG2 . f \ , ANIER 16, ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER OF MANHOLE TO NTER MANH o ~ CE OF OLE
a ~ ~ ~ i m. ~ ~ 1 i ~ ~ ! 17. CONSTRUCT ALL SANITARY SEWER MANHOIFS FLUSH TO FINAL PAVEMENT } ~
~ ~ ,u„ r I ; ! GRADE OR AS SHOWN IN NON-PAVED AREAS. a ~ ° a r ~ a
_ • ~ ~ i ! I - ~ ~ TOTAL PROPOSED NEUSE 16. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 11G ON 4 LINES ~ r a ~ ; RIVER BUFFER IMPACTS AND 0.5x ON 6" LINES. CLEANOUTS SHALL BE PLACED AT 50'iNTERVALS AND r Ae
. J i i "'Rn SANITARY SEWER OUTFALL "A": AT BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD °4 a c
N IR11T, KAIIMYN b10w11F11 FT A ! 09. WAt, RC. OON - ZONE is 1,250 SF BEARING TYPE. z Y w _ ZONE 2: 806 SF 19. WA R MAINS SH HAVE A M IMUM 41 R. ~ u W TE ALL IN OF COVE a ~ ~ >
PN 17l3-02-7DQ7 ~ ~ ~ ~ - ZONED R-A ~ ~ 20. CONSTRUCT ALL FIRE HYDRANTS WITH BASE FLANGE SIX INgIES A80VE ~ u ~ ~u y ~~N
UE FMMLIND .i i FINAL GRADE. 21. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO
200' dd R - ' ALL STORM STRUCTURES.
_ N 22. ALL STORM WATER CONTROL MEASURES AND BMP MEASURES SHOWN
~ , - _ ~ ' JOADM+'S CptSIRUCna+ WC. ~ ~ \ rwn l i~ _ _ D.B. T486, PG 0873 aN 1733-11-0709 g a • i IONFD R-IO , HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDENR ANO CITY OF METHOD 2 FOR QUANTIFYING TN EXPORT FROM RESIDENTIAL/INDUSTRIAL/COMMERCIAL RALEIGH STANDARD SPEgFICATION AND DETAILS.
~ / ~ ; ~ ust iwusllnu DEVELOPMENTS WHEN FOOTPRINTS OF ALL IMPERVIOUS SURFACES ARE SHOWN ~ 23, SEED ALL AREAS DISTURBED BY CONSTRUC110N, AND NOT INDICATED TO 4.
~ 1 w+ wo t - - - BE PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL ~ ; ~ (1) (y) (3) (4) (g) 3 FESCUE IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHEETS.
~ _ IlMV11 ¦ ~ ` \ ! TYPE OF LAND COVER SITE TN EXPORT TN EXPORT TN EXPORT 24, CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/1M MiTHiN 100' OF All '
rE tDat+a ~ nx a i ' ~ r I AREA COEFF. BY LAND USE FROM SITE INTERSECTIONS.
aunt lRE~ 1 i ~ Y r"`~ ~ ) ~ S CB~16 ~ I (ones) (Ibs/ac/yr) {Ibs/yr) (Ibs/ac/yr) 25. THE CONSTRUCTION INSPECTKMI OF PRIVATE STREETS WITHIN CLUSTER UNITS, CONDOMINIUMS, GROUP HOUSING, TOWNHOUSE DEVELOPMENTS AND MOBILE '
~ t, j C; I ~ Permanent) undisturbed i y R[ 29.14 0.6 17.48 ~ HpME PARKS SUBMITTED FOR qTY APPROVAL I$ THE RESPONS~ILITY OF THE open space (forest, unmown meodow) OWNER/DEVELOPER. COPS OF CERTIFIED tNSPECTTON REPORTS INVOLVING a
~ ~ ~ . rs ann ' ~ ~ ~ . ~ SUBGRADE AGGREGA Permanently ureserved managed / TE BASE PROOFROLLS, AGGREGATE BASE AND ASPHALT
~ ~;a>~, _ "L ~ 4 1 ~ ~ ~ , ace ass londsca In etc. 4.10 1.2 4.92 DENSITIES AND THICKNESS, ANO OTHER PERTINENT INFORMA110N MUST BE oDe^ sP (gr P 9~ )
'i ~ ~ SUBMITTED TO 1HE gTY'S ENGMIEERING INSPECTIONS MANAGER AT P.O. 80X ° . Impervious surfaces (roods, Dorking 590 RALEIGH NC 27602 Olt FAXED TO 919 1-8339. CONTACT LARRY
~ ~ ~ ~ ~ i ' ,,u ~ o Z 4.14 1. 7 ~ ( ) ~ lots, driveways, roofs, poved storoge 2 2 B .77 ANDERSON AT 831-6810 TO OBTARI DETAILS OF THE ABOVE REQUIREMENTS.
~ aM ~ ~a i ~ ~ `I ~ ~ ~ 1 ' j ~ aeas, etc. IMP TANT NO IT F OR TE PERMS OR THE REMAMNNG 25lC OF THE BUM,DINGS iMTHIN H
1 e>r p.w ~ f ~ 1 1 ~ ~ ~ i ~ ~ ~ ~ 0 A DEVELOPMENT MM.L NOT ~ ISSUED UNTIL 1HE ABOVE REQUIREMENTS NAVE Total 37.384 110.17 BEEN MET AND A LETTER OF ACCEPTANCe ISSUED. F-~
~ 81 ~ ~ n ~ Averoge for Site ~ _ 2.95 Frt
~ ~ ~ ~ ~ ~ A , ~ (r! R ~ \ . ~ ~ I f ~ t , 1
1~' tll b AX \ f ~ ~p / I
_ V1
~ _ ~ ~ r N ~ I r} ~ r z ~ ~ .
PRASE 1 NITROGEN REDUCTION SHAl1 CONSiS a OF GRAS ~ ~ x N
i ~ \ a ur~o ~ SWALES CONSTRUCTED WITHIN PHASE 1 BOUNDARIES. ~O~A~. I ; I
j ~ A _ tiF ~ ~ NJF \ JONDAKS W157RtlCwON ?tG AREA OF PHASE 1 !S f8.24 AC. TOTAL _~NEAR FEET O~ ~ °~sy"
I ~ DB PG OATS i E SWALE WITHIN PHASE 1 iS 1760 LF.
~ ~ ~ ~ ? I ~ v
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~ - ~V~ ~ \ ~ i~ i
\ _ ~ , _ + ~ "tf T R T~ f r i k ~
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~ . - - ~
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_ _ t ~ A _ _ _ I " ' \ ~y~- ~ ~ Svc r:~ ~ sew W r~ lew Est p a/x a,p~ 0.'S.c,e. IR r +T,
~ ~ _ _ ~ - ~ ~ } i
.
se ~ ~ / ~ i YdS 1iE1t9I 'uifA ~ i m ~c v~ I nr~.rtaraeFaw
~ ~ ~ ~ , ` ~ a ~ roar ec
. ~ - _ ~ ul.lan ~ -ene>IO ao$rxc Sara :,rta ~ r ena~o eia s +~s
' ~ ~ ~ ~ ~ ~ ~ . ~ ~ ISOMETRIC VIEW
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\ ~ cur - aa' Aa ~ _ _ I ~ _ s CA , . ,I ~
W \ ~ _ ~1 a ~ ~ Z y=a
1 . <C 4 U - 6'E,6~ '4fAiED IAEA
m t' = ~ ~ ~ A . / ~ ~ S O ~ ~ ~ ~ ~ . 1 ffppfD M ifE 'FJ~Ilt/rl 11tH ~ '
. . ~ ~ ~ ~ ~ ~ ~~~wa.a~ srr~a~ W
(U ~ ~ 7i xe ~ ~ ww ~ ~ r~ww was ~ ~ QI' ® ~
I (y ~ r' ~ ~_t : wwl r~ \ Stu- ~ ~ 9Ef Ylt i7ETli ~.salc ~
.r a SNU.~ ~ A e' Nr ~ ~ lDDDtw NApIEt ro ~ , sM1°°i?.a`~e ~ ~s,u: sme o~rvmR ~ un t~h x~ur~ ~ , e' ro ~r; s aura sm cnt at oa~r~ra
\ 1 y R THE 6 At EAGt£ ur CNA~ SNa?1I. RE1'71f \ r~ ~aitxn~c crow uE~l \ ~ytr ryr 9II a !TOME atolE p/0 r eErat EDGE a ~ z~' s'[ri RFDAR WE p B/A t:
~ ~ TiIE 0016t~01011P ~ ` Ji, ~ ~ ~Tp tl i'dl OEVJI. j _ ~ ~ wur cvTM a +s ~Eaaaa s rcvK c~c gtv.na s ,w~ r~ y 1
- 7 PN 17J3-00-M11 ~ ` ~ 1 44>fED R4 ~ _ USE YAG111t ~ - n ih- 1h X - >k- X -'~M-- 'WYI ~sICtEG r~ :a>aKla soli K,o ~T ar - CROSS SECTION VIEW ~ ~ ~ O
C 'MIEAItACE WIIO! BUIpM9d1 11 ~ cuRasNnY uN0E41 OF1tiDrlUrt dF'~' ro ohalc Rlaa+
~ snat roar DE7np® ) i / Dr¢uma (s-~A-ae) ° ~ ~ N/F i ~ N l~ra~ ' W Q.
~ ~ - out RtDCf AEAItt ! CDNSiRNC'ION Du I ~w i ru ~ N~ ~ CERrD. n+DUU: O D.B. l1M, RC. OASt PIEASWi$, 'Rll/JI ~ ! ~1AiE N 0.8. ',137, RG 000t ~ <nHRI OENM~ = tM PM 173.1-f0-MJI ~ ~ pM NSF ! 10N ~ r ar v wii ,
~ 4plD R-1 OA 94{t, PQ 070 ~ r-~ NAYC$ IQJRfN r O! MM RG 085C f1! ~ USE: ?aV31RK N(F aN r77}ii-lO~A ZONft R-4 ! A7AN C PH CAS-21-tDA6 r waeelr ~~,,~~..a.. ~ ur+w1?a>w a ~¢ESSi,:`+,
~ ~ ~ w tEBTZ, MC11AE1 D ! SANO$A 8 ~ 2aNED A-~ N/t ?1!C' NESIOEHAhL 1 i DA A457, PG 1674 ZOED R-~ ~ 4} O.B. 75/6, PG DlOA .USG q~1Ml /~y~, .~01[j V ak 5731-t1-1006 Y!: R[![!r?~h rt/F i f; ~ \ aN nll-n-7060 / 8 ! IONNLI 0 ~ 6P3, O7NA ``1
.y 7 ~ I CONED R-R ~ 1 Dl IS11 P0. dt _ U~ . ! !VA)MA I' Q. ` ~ USE R[9DEN71,u ~ aM~ R-~ I tRPA a,~ , ~ ~ ~ IVrMA I g1EKr r. ~ eat Mq, oO 0612 ~
.r~ ? I t\ ~ I- t~ RES10ENnK ~ ~ ~ I PA 1 • RAI iTSS- _ r L ff ~arN f7ri- v?1 ~771•!t-zu - c O W =r 1 Y
W ~ i 1 t ~ 9~ ~ y ~
H ~ i 1...__ _ l/ ~ V L
I I i I r PHASE 1- S-O8-03 ~ ' I A N
NETHERFIELD - I TTY T T H R I UT l ~ISTALIA IONS AND 0 E PUBIC
U FACIt.mES, iNCLUgNG SIDEWALKS AND HANDICAP LANE RA11PS ARE TO BE CONSTRUCTED OH AIL STREETS
~ i _ F` ~ F( ~ H n r~ AS SPECIFIED BY CITY CODE. THESE FACIU ES r'~
1 i 90' CP EASEMENT ~ ~ 1 .•~-`7-, HAVE BEEN APPROVED BY THE GTY of RN.EIGH w ! AMO SHALL BE SO MiSTALlEO t1NlESS a CHANGE / ~ 3
.M. PG. 72 ~ T ~ ~ i c ~ i ~ rs AUTHORQED BY wRnTEN APPROVAL. Ptl~IC
sANrrARr SEMER EASEMEKTS ARE 10 BE RfcoROED PRIOR TO FINAL ACCEPTANCE. W
SIGtiATURE: ~i
M1 \ ~ I /
GRAI CENIRAL °ER GRAPHIC SCALE U
0 100 0 50 50 4W DH2. OF PUBW UTMES
N TRAMC ENGINEER
Y
N CONSERVATM ENGINEER
0 1~ SHEET 5 OF 17 1 inch = la0 fft.

-:.7
~.Y. k,

/ ~ ~..,~„1 j ~ ~ i , , ~ V GENERAL CONSTRUCTION NOTES: V
/ A .~.i ~ i, ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH AND a
~ ~ i ~ ~ ~U~. I) , ~(a ~ NCDOT STANDARD DETAILS AND SPECIFICATIONS, ti
, - 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROVIDED BY JOHN "o
~ ' 1 ' ~ IL , ~ ~ ~ ~u R. McADAMS COMPANY INC., iN A SURVEY TITLED 'PROPERTY ~ B.A. ANYONE p ~ J TRUST -BOUNDARY SURVEY DATED 11-OB-02. AdKEN AND YELLE
' ~ I ~ I R ~ !i ASSOGATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY OF BOUNDARY, rn ~
I ~ I i l~^ ~ ~ G PROPER?!ES LL~ JuJ ! ~ ~ - ~ D .916,, Pc. anz 1 n~ - t73O-'Z'tE/J TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES. U b Q as i 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REWIRES THE ISSUANCE OF A p
_ ~ NSF ~ ~ +,PRf.1AEE DAY CARE ~ ~ 1 IXl4AlERCW- I ~ - ~ , l A4NOf6 EA$T CORPORAIiCM ~ ~ p.9 7+E7, PG. 060E ~ ~ _ ~ i ~ 0.8. 36E3, PG 01E0 7l ~ PIN 1713-!Z-]166 ~ C ~ ~ ~ ~ GRADING PERMIT BY THE G1Y OF RALEIGH INSPECTIONS DEPARTMENT. fp ~ ~ x
~ PN i)SS-12-!TEE h 20NED Ok-I ~ ` i ~ ZONED Oll-! USE: CdMrEAC!N- ~ ~ ® O 4. ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER Ul ~ ~ ,
1 ~ ~ USE YACANi ~ - - ~ ~ O ~ r ' f" \ RIPARIAN BUFFER HALL REQUIRE PERMITTING BY NC DWQ. ~ ~ I Ce ~ 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE ~
' i I 1 ~ - ~ - - .i ~ B~F ~>v \ ~ + ISSUANCE OF A ~ q EA ~ ~ NATION VNDE 39 PERMIT BY THE US ARMY CORP. OF ~ C
~ t ~ ~ / ~ ~ ~ ,~~C ~ ~ ~ O(_D a 0~- ~ ~ 0 1 a~ 1. 1 1 ~ ~ aT ~ ENGINEERS. 6. A COMPLETE COORDINATE L1S71NG AND AUTOCAD RELEASE 14 DRAWING FILE v >
~---~t--- _ _ r, _ ~ l ~ _ _ ~ _ ~ ~ ev p G 'Q f - - - ~ 9 \ U W I ARE AVAILABLE UPON REQUEST FROM 1HIS FIRM. ~ A ~
eU RY ~ ~ ~ AWIOIS EAS CONDOR f10N C/ \ ~ ~ D-B. JEEJ. P0. 01D] CS \ 7. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT ~ N ~ ~W ~ OF GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-832-4949 FOR FIELD ~ q
~ = ' ? PW !7J3-t2-767+ ,rj ~ ~ ~ ~ 2p1FD OM-! (f, ~ USE: YACANT LOCATION OF UN ~ o DERGROUND UTILITIES. ~ ~
:-~'r1_ OlD ROAD EFD ~ ~ ~ 8. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL c ~ ~ I ~ ~ EXISTING UT1LI11ES. IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL N011FY ~ ~ ~ J.~ ~
x ~ +B+WIORED ~ YC11CN OF POOIE R0.W - / (S1C-7B-Ep) ' ~ ENGINEER IMMEDIATELY, p u °...f°0
I d~, --__y~, ~ 1 A 9, ALL CURB AND GUTTER SHOWN ON SITE IS STANDAR 4' R A o ~ ~ W ~ D 2 CUB ND ~ ~ ~
ans croert 1 _ i ~p~ i ~ GUTTER, WITH THE EXCEPTION OF STONE MANOR DRIVE BRIARSTONE COURT ~a ~~a, n AND THE WESTERN POR110N OF MIDSTONE DRIVE WHICH SHALL BE 24' VALLEY
176 "_'1 ( - _ . ~ _ ~ Iwi~SMt - - ~ ~ ne>tcet _ L~_ i GUTTER. ALL GUTTER SHOWN WITHIN RIGHT-OF-WAY SHALL BE STANDARD 30"
~ r ~ I ~ - - - OU , CURB AND GUTTER. REFER TO SECTION DETAILS ON SHEET 2. i 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE
I • v ~ k uu , ~ STATED ON PUNS. _ 11. ALL PAVEMENT ON SITE SHALL BE IN ACCORDANCE WITH SECTION DETAILS
TOWER : _ -
_ rd r _ ~ ~ ~ I- T_ ~T~) _ I - i ! P«,'>f I 1 i I \ ON SHEET 2. \ 12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1 4" PER
~Ij,l'1,~ ~ - i ~ ~ ~ j l i ~ i i ~ / FOOT. THE LATERAL SLOPE OF SIDEWALK SHALL NOT EXCEED 2!C
_ raM ~ i ~ ~ , ~ ~ ~ i I 1 I 13, UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ASPHALT OR FINISHED SURFACE,
I I ~ rswancwnnww< nl on¢ w a ww44 - - --t.._. Mp YO. IBVI m Mn1 M 14. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND
qD. a11!1 WIa1Qe ~ ft_. ! ~ ID f • _ ' FEATURES. ~ ~ ~ 15, REFER TO PLUMBING PLANS FOR LOCA110N OF UTILITY CONNECTIONS TO
- ~w ~+a ru I BUILDING.
G ~ - ~ 6KTALL TWBER 6 - 'a 6YI1FA OUREJ:D ! t C ' ~ of OETAE--ON 9fFT 16 _ } 16. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM
i ~ rq/ml ~ 1 ~ ~ ~ ~ - •v ~ ~ CENTER OF MANHOLE TO CENTER OF MANHOLE. o ~ 1 17. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT ' a
I 1 ~ ~ ~ ' ~ ~ ~ ~ A = Oo O N j'~. GRADE OR A5 SHOWN IN NON-PAVED AREAS.
~,e, - ~ . 'LJ- J - ~ > o TOTAL PROPOSED NEUSE 18. SEWER LATERALS TO BE PUCED AT A MINIMUM SLOPE OF 1X ON 4" LINES ~ - ~ ~ 'i.,` RIVER BUFFER IMPACTS AND 0.57; ON 6 LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND } ~ ~
- - ~ _ , N,n SANITARY SEWER OUTFACE "A": AT BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD ~ A ~ c
wen, RAM6T11 6ROe0.[u Er u _ ~ ~ . ~ - ~ r--1--~-T ~ G.E. 63N, PG. 0061 ~ ~ ,]1 - . . T~1 ZONE t: 1,250 SF BEARING TYPE. z w -
PN O3}-O?-1013 ~ ~ ~ ~ I zarc0 R-e i + ~ ° _ I ! u6E rAnk,w0 1 ~ ~ t •'w S r ~ _ ~ I ~ \ ZONE 2: 806 SF 19. WATER MAINS SHALL HAVE A MINIMUM 4~ OF COVER. 3 Y J w a ~ a > . ~ - - 20. CONSTRUCT ALL FIRE H RANT WITH ~ x v a w~ YD S BASE FLANGE SIX INCHES ABOVE a v ~ a ~ h
~ ~ ! ~ FINAL GRADE.
200' dcL R ~ ' • ~ ~ - ~ - 21. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM STRUCTURES.
~ I i I 22. ALL STORM WA R A TE CONTROL ME SORES AND BMP MEASURES SHOWN
- •1p - ADAN't COMSTRUC:ICW IRC. wn i - D.6. )1E3. PG. OE76 PH 1713-11-0109 ' HEREON SHALL BE CONSTRUCTED IN ACCORDANCE MATH NCDENR AND CITY OF ~ METHOD 2 FOR QUANTIFYING TN EXPORT FROM RESIDENTIAL/INDUSTRIAL/COMMERCIAL RALEIGH STANDARD SPECIFICATION AND DETAILS.
9 j ~ 10NED R-ID ! - ~ ~ ° ~ ~ - 1~, INDUSTPoAi ~ DEVELOPMENTS WHEN FOOTPRINTS OF ALL IMPERVIOUS SURFACES ARE SHOWN 23. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO
~ , ~ MUk I ~ i ~ ~-t----`;, T. ~ I BE PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. USE REBEL (1) (2) (3) (4) (5) 3 FESCUE IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHEETS.
~ ~ TYPE OF UND COVER SITE TN EXPORT TN EXPORT TN EXPORT 24. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100 OF All
I APPRO R llr A!IOA' ~ - I ~ ~ I ~I lH. i I Iy . I - I ~1 11 I \ ~ AREA COEFF. BY LAND USE FROM SITE INTERSECTIONS.
w ~I ~ I ! ~ ~I QE' -0 ~ t 1 ! 1~ 6 i ! I (acres) (Ibs/oc/yr) (Ibs/yr) (Ibs/ac/yr) 25. THE CONSTRUCTION INSPECTION OF PRIVATE STREETS WITHIN CLUSTER ` UNITS, CONDOMINIUMS, GROUP HOUSING, TOWNHOUSE DEVELOPMENTS AND MOBILE
~ ~ J ~ ~ 1 ~i i ~j Permanently 4 undisturbed H p OME ARKS SUBMITTED FOR qTY APPROVAL IS 1H RESP TY TH ~ ~ I 29.14 0.6 17.48 - E ONSIBIU OF E
i I ~ 6 ~ - 1 t ~ ~ ~ ? _ open space (forest, unmown meadow) OWNER VELOPER. COPTS RTIFI y E of CE ED INSPECTKNV REPORTS INVOLVING
- 4 ~ ~ ~ er~la II 1 ~ ~ t--- 1 orrre I i ~ Permanently managed SUBGRADE/AGGREGATE BASE PROOFROLLS, AGGREGATE BASE AND ASPHALT 4.10 1.2 4.92 - - open space (grass, landscaping, etc.) N TIES ANO THICKNESS, AND OTHER RERiiNENT INFORMATION MUST BE
~ - ~ i ~ , ~ 1 ~~~--i-- .r C~ ~ ~ SUBMITTED TO THE gTY'S ENGINEERING INSPECTIONS MANAGER AT P.O. BOX U I Impervious surfaces (roods, parking RA
~ nu ' ~ ~ ~ ~ ~ I , 590, LEIGH, NC 27602 OR FAXED TO [phone]. CONTACT URRY ~ F„~ lots, driveways, roofs, paved storage 4.14 21.2 87.77 ANDERSON AT 831-6810 TO OBTAIN DETAI S R T
i _ _ ~ ~ ,•A t xt ~aN le ~ i ~ -r ~ i areas etc. L OF THE ABOVE EQUiREMEN S. - ~ ) IMPORTANT NOTE: PERMITS FOR THE REMAINING 2SX OF THE BUILDINGS 1MTHiN
~ ~ ~ ~ ~ ~ II •n tP ti I! ~ r n ~ iY- / T I A DEVELOPMENT WILL NOT BE ISSUED UNTIL THE ABOVE REQUIREIAENTS HAVE ~ ~ Q I oto 37.384 110.17 B N M T
~ ~ ~ ~ ii EE E AND A LETTER OF ACCEPTANCE ISSUED. c~ ~ _ ~ ,..a E-~
~ ~ ~ ~ I f I ~ ~ ~ R ~ t ~ ~ I I ~ ! 1 ~ I~ f~, ,-rr I Average for Site 2.95 H
a nl b ~ t ! ` ~ r`' i _ rn ana rp6 ` _ ~ 1 ~ J I yea 1 ~dE' t ' wr ~ l ~
~o,~ a ,~-~y-T"'! ,~i , ~ _ _ r-- , ~ ~ W
~ ~ - - ~ i - : II 11~ 77 ry ' I Sri i rr? ~
i ~ ~ ~ ~ ~ 1~~ T c w , PHASE 1 NITROGEN REDUCTION SHALL CONSIS ~ 0~ Gr~A,S ~ x U~ ~ ~ T E"'4
i I I \ I i ~~NALES CONS,RUCTED WiTHiN PHASE i BOUNDARIES. TOTAL i I ~
~ - ~ q~ N)f - JOfgAN'S CONS?RUCItf></ MC. ~ AREA OF PHASE 1 iS 18.24 AC. TOTAL LINEAR FEET OE ~ {
f ~ _ ~ - D.H. 716a PG O6)S M1FA ~ - 01411 9DE-OF r'1N6lD ~ Am R-!0 I S'~N.ALE WITHIN PHASE i iS X1760 LF. 1 L-
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- / , ~ EOARNN BUr7Q W ~ Z ~ _ _ ~ o.a r eemrlo Eno rr n67Ep _ ae+
i. ~ - - ~ - ISOMETRIC VIEW ~
• / . _ _ l ' ~ its c~ - ~r ~ ~ _
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~ 1 ~ 1NE GOefR SOUP LLC ? + X10 76 tip pFtti? _ 0.6 61'1, Pc. osu ~ INp0.J11 t~}k ~ t~ ~Q,~~ ND
7 ZOIfD R_6 ~ ~ - ~ .;SE. JACI37i^ ~ .y ~~x - „__.-cif A ~ ~ ~ 1CTSiei CRGhO flE+~710M 06TERE3YOES un rwE ~ w ~ THAI v~C?EL >H£ :,OAIiRaCiOR 91ki J' 6 .EJOO B
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~ As s61at EAA6Lr oErAc7+ED '"s , OrewNrs (s~+e-cep w' N~- ~ ~ ao
~ - OAK RIDGE RE+Ltt t COM~uC'!O~ R>1Mt!oe ~~1 / N, , ' 11[. R71 [IRtq '.7NOAM ~ ! x~nr ~l D 0. E/M, pG 065 _~A~~~--_-__ , IOEIw, ]En!RA , ? ~ a~ ,ns-+o-%x ' P~As~wrs K.iw ~ t r?ME N~/ I aR . `s;. Pc oom N . e , >r~~~ . . , O
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~ 0 ~ ~ 'a ~I :Eni?. ~KMA(1 D t SANDRA E ~ 1diD R-a N;r °~'i RfSNEbTIN I Od tM1, 10 1!A ~2QIED R ~ I U A DE 13+6, PG 030E _ll~:-6IJ~OE6K S. .kRUMf.', - Ph !;JS-!!-1006 J1'.: RESOfnr.+. Nfr I ~ ru ,113-17-7056 ~ e t BOWi+ 0 A + FPVj DrNA 1 ~ # r.c wh f I • W wn nµy i, W
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Q ~ ~ - - - ~ / ~ ~ ~ ~ f ~i- - ( ! i I ~ ~ . r~~p U~ PHASE t - ~-08-03 ~ „,,,a1.v ` a ~ A
Z , NETHERF o ~ IE~D ---L------- - , i--I ' U11UTY MISTALLATiONS AND OTHER PUBLIC ~y
U "N ~ ~ ~ ' - _ _ FACILITIES, INClU01NG SIDEWALKS AND HANDICAP W LANE W
~ V ~ E ~ ~ ~i RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CITY CODE. THESE FACILmES r
a \ ~ (q . ~ ~ 1 I 90 CP EASEMENT ~ N ~ ~ HAVE BEEN APPROVED BY THE C1IY OF RALEIGH W 1
~ ~ ~ ~ ds ~ \ I ~ .W. , PG. 72 ~ I T ~ i AND SHALL ~ SO INSTALLED UNLESS A CHANGE 7 ~ ~ I I ~ S AUTHORIZED BY WRITTEN APPROVAL. PU~JC
rn j ~ ~ II SANITARY SETMER EASEMENTS ARE T R 0 BE ECORDED r l I PRiOR TO FINAL ACCEPTANCE.
D \ i ~ - \
! SIGNATURE: E..~
LL. V1
G] L GRAPHIC SCALE CENTRAL ENGINEER
d 100 0 b0 DIR. OF PUBLIC UTILMES a o so goo soo wo
c m TRAFFIC ENGINEER
a x
ti CONSERVAT" ENGINEER
i ¢ co 1 Inch = 100 ft. SHEET 5 OF 17
f:
r

NCDW 8c USACE PERM Q ?~T SUBMITTALS
~ CLUSTER UNIT DEV 5112 LLD POOLE ~R~ S SIl~G
S~N~
;VELOPMENT s
LE ROAD
CITY OF RALEIGH, NCR ~RTH CAROLINA
(5-08-2003) 03)
OWNER: DEVELOPER:
FIELDSTONE, LLC COLL 1332-A CAPE ST. CLAIRE RD 5 ANNAPOLIS, MD 21401 COLLINS REAL ESTATE GROUP
5248 PINE HALL WYND
RALEIGH, NC, 27604
410-974-4422 919-231-1750
' CO _ CONTACT: ROBERT S. COLLINS, JR

-N-
0 I
~~o.
_ Q
LLD ppaE ~

= CANNON =W gi E RIDGE D VICINITY MAP CANNON RIDGE DR.
/401Gf~Up
INDEX OF DRAWINGS ~u? x,,,13
1. COMPOSITE EXISTING CONDITIONS PLAN Q~~y
~P
(NTS) ~111L Lt11 V V 1 1 LCfl~
5. PHASE 1 OVERALL SITE UTILITY PLAN
NOT INC IN TI~,iS )T INCLUDED ~-Prr~sL C*TT t • I~TT['~/'j ~ Tn r Ll11`I
TI~,iS SUBMITTAL
PREPARED BY:
. .91
Aiken & Yelle Associates, PA
13. PUBLIC SANITARY SEWER OUTFACE "A" &
AYES Professional Engineers k Land Survgon 3755 Benson Drive
Raleigh, North Carolina 27QOY PRI`C~ATE SANITARY SE1gER OUTFACE "B" PLAN & PROFILE
919-877-9992 Faz: 919-8J7'-9979 „
E-mail: ayee•bellsouth.net
• n• [~TTT TTT t TT G~
v
a LL-
/ •o
L a
N
z. Y 4. N
4
a^'!i.•e. ;F..'d Y' _ i~ ~ `'.~i~r x•'':!{.~ '-_aR. _'w, w w} r _ t,~s...i . Ilk

- ~ w - , . y . ~ - . ~
~ . x;
' rMY 1
' d
A TPARK ES A~
B.O.M. 1989, PG. 490 wa
\ 1.) THIS IS A SURVEY OF EXISTING PARCELS OF LAND. ~
' . THIS IS A TOPOGRAPHIC SURVEY. 'N o A ~
lOT 32A ~ BEARINGS FOR THIS SURVEY ARE BASED ON N.C. GRID NAD 83 Q \ 2) ~ ) N
LOT 32 9 . O AS SHOWN ON SURVEY ENTITLED PROPERTY OF B.A. ANYONE t . 0
266 C ~ TRUST -BOUNDARY SURVEY PREPARED BY THE JOHN R. ~ 0 '~o ~ a~
0 / McADAMS COMPANY, INC. DATED 11-6-02. ~ <C
•S • • « AMMONS E 288 AMMONS EAST CORP. Q 3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. D.B. 3883, PG. 180 \ y ~ o
ROAD ~ D.B. 388: P OLE 2 LD 0 ~ 0 R ~ PIN 173 60 PUBLIC /W a ~ 9 Q • , 4.) NO GRID MONUMENTS FOUND WITHIN 2000 OF SITE, .•r PIN 1733127674 q
/yam pp~~~~~,~ py~ \ 5.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL ~ VW M1tMV KL \ b 11
O ov ~eu+nar+ro FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE X AS ~ srcnoN of Poot.E Ao~w ' . ~
C 282 u•~+~.2 C \ DEFINED BY HUD F.LR.M. COMMUNITY PANEL \ ~
80 . # 37183 C 0555 E, DATED MARCH 3, 1992. ~ ~i . S 3'44'1 • E 6.) REFERENCES: DEED BOOK 2755, PAGE 197
~ ~ ~ \ 1~.3 ' DEED BOOK 6391, PAGE 61 ~
19.7 2'1$ J SLOPE EASEME DEED BOOK 9211, PAGE 544 ~ o
p ?~s PG 152 k +2e~•o ~ PLAT BOOK 1986 PAGE 716 a;` a a
O C ' ~ PLAT BOOK 1988, PAGES 1523-1524
' r~'~~1 K 1 PAG ~ ~ ~ r-T. _ PLAT B00 999, E 360 .
~ ~ + ~ ~ 275.5 1 ~ ~ 1 , ~ 1 } T'~ PLAT BOOK 2000, PAGE 746
O ~ C 1 1 1 , I 1 ~ 1 , PLAT BOOK 2000, PAGE 980
~ ' 1 ~ ~ ? ~ ' OF THE WAKE COUNTY REGISTRY
1 4 ~-1.i ' ~ PIN 1733115999 & 1733115313 1~~
O C ~ 7.) UTILITY STATEMENT
1 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED r~.r
, ~ ~ FROM FIELD SURVEY INFORMATION AND EXISTING
O O C ~ ' + ; ' + T?'~ DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
`272 ' i ~ ' ~ ~ ~ i ~ TI I I H WN COMPRISE ALL SUCH ~ , 1~ , UNDERGROUND U L T ES S 0 1 1' 1'' VI R g
l_{_ J ~ , 1 , UTILITIES IN THE AREA, EITHER IN SER CE 0 ~ } ' ' ' ' ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
" -r THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE ~
0 62 J 21 Z t 1 , a ~ o ~ r"~T 1 ' ; ~ 1 1 EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY s N ~
' , 1 ~ i + 1 1 i THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE >
J.W. BROADWELL • 1 1 1 1 1 1 1 1 1 GO A o 1 1 1 1 1 1 1 FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT Z 1i,
FAMILY TRUST 268 1 ' 1 ~ t-1-1" PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. ~ u ?.l-L a
D.B. 6391, PG. 61 c . ~ • 8.) THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT ~ v ~ n BENEFIT OF A TITLE REPORT. THIS SURVEY SUBJECT TO
PIN 1733027023 200' CPL R/w
I ~ ~ .,r.~ Z ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
po 266 p O r"~ T ? 1 , Z • BY A FULL AND ACCURATE TITLE SEARCH. o -rT"t 1 ? 1 + n t 1 1 ? 1 1. T N
C APPROXI TE LOC ION 255.5 C N ro 1 1 1 ~ 1 1 1 1 9.) ELEVATIONS FOR THIS SURVEY ARE BASED ON NGVD 29 AKE O 1 1 1 1 , 1 1 1~ Z „
w a> OF D GROUND + 1 1 FR M N GS MONUMENT WHEELER HAVING ELEV=291.11 , di V7 1 1 1 1 1 1 1 1+ 0 C 1 1 1 1 1 a
~ ? FIBER OP C LINE C ~ o 1 1 1 l-~ r~~ 1 , ~ ' sl~~l 1 1 1 1 1 1
N r~ T 1 , 1 . nO 1 1, 1 1 1 1 1, 1 1
JJ 1 1 1 CAirN R G~ 1 1 i 1 p f~ TT}~'~ 1 + "a ~ V1
p0 J N O ~ N T(~Md~l SE DE OMd T 1„ l 1 1 • , 1 B.dM. 1~~9, P`r~J6 C7 '
C C ~p
k N N d H
p .r C O ~ „ ~
_ ?6 rv N r-r"t T , 1 M..~
r r 6 N r r JJ, CP R/W N N r•T'~'r"T1 1 ~ j 1 1 ~ h 1 1 1 , 1 N 1( 1 1 1 1 1 1 1 1 1 1
r ~O p ~ o O u, u°~ 1 1 1;; 1 I I I I I J P
C ~ a~ N 1 1 1 1 1 1 1 m 1,1 o y1-l.~„r.Jr 1 1 1
w ti~ N 1 1 X 1 1 1 ~ ~ V
C ry~ b` 1 1 1 1 1 . ry 1 1 1 1 ~ 1 1 1 1 ~ ~ '
-r;~ ry~ ti M 1 1 1 1 1 1 V 0 h ti 1 1' 1-L j-J QJ
ry~ JJ J ~a ~ s. ti mss- •
~O JJ ~ 'ti
r` ~ ~ ~ C~
ti /
0 C 1 1 1 1 ~ ' r~~j~' I 1 1 1
O C 1 1 1 1 ICI 1 1
i 1 1 1 •1
~ ~ ' RALEIGH
titi F SEMEHT THIS SURVEY IS A COURTESY w.
0G PG. 1522 REPRODUCTION OF PROPERTY OF B.A. ~"I
ti6 ~ ANYONE TRUST -BOUNDARY SURVEY" 1~ PREPARED BY THE JOHN R. McADAMS .
JJ W Op J ~ ~ ~ 22k 2 N COMPANY, AVC. GATED 11-6-02. AIKEN
p w do YEIIE ASSOUATES, PA HAS AMENDED N N ) Yt
A 232 ~f ~o Q ~ J\ ~ , THEIR REPRODUCTION TO MVCLUDE ONLY
~ ! 0 Ti ti~ ~ ou ~ . ti T s THE ADDITION OF NETHERFlELD LANE ' ~ AND NIEELANDS CT. AND OFF SITE ,
~ ~ G ~ a ~ "li B.O.M. 1999, .36 bo TOWNNOMES PER RECORD LOCATIONS O
~ ~~o o ASSOgATED WITH CANNON RIDGE DRIVE
\ JJ J TOWNHOMES. AYES aSSUMES NO
~ pC O ~ 22g 0 ~ ~ RESPONSIBIUTY FOR ACCURACY OF
~ G ~ ~ CANNON RIDGE BOUNDARY, TOPOGRAPHIC dt PHYSICAL
~ ~2s 0G ~0 OPEN DACE FEATURES SHOWN AND DEPICTED ti ~ HEREON. ' B.O.M. 2000, PG. 980
~
~ + .
224 0 + ry ~ LOT 35 ' OPEN SPACE
oG LEGEND ? o G ' WIUJFORD PLACE B,O.M. 2000, PG. 1522 'Qj
22 G
??o ~ ?22~.~- ~i EXISTING IRON PIPE • ION ~12.JI'
B ~?0 J ~ ~ VARIABLE iMDTH
0 IRON PIPE SET ' ± CITY OF RALEIGH ,ti • ~ ~
a G 2T8 ~ CALCULATED POINT ~ IGH SEWER EASE1r1ENT ~,1I \ W (PROPERTY UNE W
J N 72roo'o5' w OG ? s. + ~ $ BORE HOLE 01,92' total ~ 20' GE T TO PROPERTY UNE) • ~ rk V
w 6 ( ) ~4 y SANITARY SEWER MANHOLE \ ~ S ~ ' B.O.M. 2000, PG. 1522 8.0..19 ~ \
© SANITARY SEWER CLEANOUT ~ W 25.4 a . S 89'53 29' W '"N
w THE GOWER GROUP, LLC aw zte.r - o
Y ~ WATER VALVE D.B. 9211, PG. 544 a~z s a a lal z,,.r ~'"I
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° FlR H RANT o E YD N 202.1' 1/" N 2029'
N HERITAGE MANOR SUBDIVISION LOT 2: m Q TELEPHONE PEDESTAL LOT 22 (~I Q ~ LOT 23 our 202.7 w
,n COMMONS AREA ~yt T LOT 20 LO 19 LOT 18 _
N Q TELEPHONE MANHOLE B.O.M. 2000. PG. 746 PIN 1733105936 \ LOT 21 LOT 15 LOT 17 ~ W
• Q1 ® ELECTRIC BOX o LOT 16
~ LIGHT POLE I
~ ~ ~ ~ POWER POLE ' s NETNERfIELD • F r~
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~ ~ CURB INLET o ' Z y ~ 1 ~ ~ ~ -?1 ...T ~ A
D STORM DRAINAGE MANHOLE 0 1 ' + 1 'Q~
? YARD INLET 90' CPdcl EASEMENT df , 1 ' ' r M~ , l ~ ~ 1 r , w r
B.O.M. 1985, PG. 72 ~ - - STORM DRAIN .THE tdE 0 ~ ' , 1 1 M~
a i'EAGLECHAS S BDIVISION i ' , ~ 9 w 1 w
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GENE4tAl CONSTRUCnON NOTES: ~y,
1 ~ ~ I ~ ~ t p,, i 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT GTY OF RALEIGH ANO
1. 1 _ ~ ~ ' r` J ~ t ~ ~ ~ NCD07 STANDARD DETAU.S AND SPECIFICATIONS.
~ ~ I I 1 ~ 2. THE TOPOGRAPHY AND BOUNDARY SHOWN HERE ON WAS PROIRDED BY JOFIN po to A R. McADAMS COMPANY MlC., IN A SURVEY nTLED 'PROPERTY QF B.A. ANYONE ~ '
~ ~ I ~ I r I TRUST -BOUNDARY Sl1RVEY' DATED 11-06-02. AIKEN AND YELLE a~
~ i ~iT A I / r ~ ~ I r it .,6, ~ ASSOCIATES, PA ASSUMES NO RESPONSIBILITY FOR ACCURACY OF BOUNDARY, ~ ~ , TOPOGRAPHY AND PHYSICALLY LOCATED FEATURES. ~ '
l~ ~ N~` ~ ~ 1733-47-SW Ub I 3. ANY DISTURBANCE OF MORE THAN 12,000 SF REQUIRES THE ISSUANCE OF A G
_ ~ ~ ~ ~ N/F ~ MFIETgfS DAY CAf6 ~ 20K0 Old-, , ~ j r ARMORS EA9 COfIV011ATI0N 0.8. )A67, PYi. Cl01 ~ V COYMFRpAI / I f / D$ JIBJ, PG OIBD ~ j POd 171}-f7-77BA I ~ GRADING PERMIT BY THE CITY OF RALEIGH INSP~CnONS DEPARTMENT. O1 •
~ ~ PN 1733-12-1788 20NFD Od0-t . ~ 20NED 076-1 / Ug: COMNEAQAI I / / ® O , , ~ 4, ANY ROADWAY CROSSING OR ENCROACHMENT INTO THE NEUSE RIVER ~ ~ ~ I~ RIPARIAN BUFFER WILL REQUIRE PERMITnNG BY NC DWQ. ~ ~
~ 5. ANY DISTURBANCE OF MORE THAN 0.10 AC OF WETLANDS WILL REQUIRE
~ ~ _ i ~ ~ R; ~ - ~ i 1 ~ ,i I ~ y ~ F ~ ~ ~ _ I AN A n RMIT Y TH ARMY ORP. OF ~ \ ~ j _ _ SSU CE OF NA ON WIDE 39 PE B E US C ~ ~ o ENgNEERS.
l C,--; / ~ I ~ 0 i ~ P o ~ 6. A COMPLETE COORDINATE USnNG AND AUTOCAD RELEASE 14 DRAWING FlLE ~ • 0~
- r tiA '9 _ - --~=~t~F do' ltiac AAt~ ~ wwoNS eAS ~cd~ratAnaN e(/ ~ ~ ' ARE AVAILABLE UPON REQUEST FROM THiS FIRM. I 7. THE CONTRACTOR SHALT. LOCATE ALL UnUTIES PRIOR TO COMMENCEMENT tv ~ -
^~'~'r I , s % D.B. 3867. CO. 0170 C h . - - - - a~• s s. ' AIId 1733-t2-7871 ~ ~j• { OF GRA G ACTtV111ES. CONTACT U AT 1-800-632-4949 FOR FlELD p DIN LOCO
~ ~ 120X® CVd ~ ~ ~ ~ LocanoN of uNDERGRDUNO unLInES. ~ ~ I ~ ~ { f~ 8. CONTRACTOR SHALL ~ RESPONSIBLE FOR FIELD VERIFICAnON OF ALL
.r._._._ dD 15E VACAN ~ II N ' OlD NMO Bm ~ ~ ~ EXISnNG UT1UnES. IF DISCREPANCIES ARE FOUND CONTRACTOR SHALL NOnFY „
~ % 9EC1101. 01' P04I ROI-0 ~ N ER IMMEDIATELY, Q3 ~ ~ ENp E ~ w ~ i
~ , ~ _ (oe slat vc o273) 9. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24" CURB AND •.r a ~ 'i GUTTER, WiTH THE EXCEPnON OF STONE MANOR DRIVE, BRIARSTONE COURT,
- ~ - z~ I __s~iilt AND THE WESTERN PORTKIN OF MIDSTONE DRIVE WHICH SHALL BE 24 VALLEY
GUTTER. ALL CUTTER SHOWN 1MTHM1 RIGHT-OF-WAY SHALL BE STANDARD 30' ,
1 i ~ - ~ ~ n - - ~ ~ ~ - ou CURB AND GUTTER, REFER TO SECTION DETAILS ON SHEET 2 ' 10. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE
r ~ ~ -o~, _ ~ - ~ 21 .5 ~ - ~ i STATED ON PLANS. ` ,
T ~ ~ 1 ow>:R r I- ~ i 11. ALL PAVEMENT ON SITE SHALL BE IN ACCOf~lANCE WITH SECTON DETAILS ~ ON SHEET 2.
~ i ~ I _ ~ i ~ I ~ 12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1/4 PER
~ ~+,Il~ii~il,, I ~ ~ , ~ I l t ~ r I ( FOOT. 1HE LATERAL SLOPE OF SIDEWALK SHAD. NOfi EXCEED 2X. 1 N PR T NATIONS ARE TOP OF 3. UNLESS OTHERWISE OTED ALL OPOSED SPO ELE
l ~ ~ ( ~ f ASPHALT OR TINISHEO SURFACE.
i - ~ L~. ~ o 14. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES.
i 15. REFER TO PLUMBING PLANS FOR LOCATION OF UDUTY CONNECTi0N5 TO
• 1~1w1 I _ - w w ~u~ ~ ~ BUILDING. ' ~ 16. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM
i _ ~ wl~ e ~ _ I, w H ~ CENTER OF MANHOLE TO CENTER OF MANHOLE, o
~ o ~---r_ J r '714 T"T,.-~ i - I • ~ I r ~ 1 i 17. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT q ~ M
iiwwl ~ 1 ~ ~ l ~ • w ~ ~ e a ~ ~I ~ ~ ~ ~_._1~ GRADE QR AS SHOWN IN NON-PAVED AREAS. a ~ $ o --r ' ~ TOTAL PROPOSED NEUSE 16. SEWER LATERALS TO ~ PLACED AT A MINIMUM SLOPE OF 1X ON 4' LINES ~ s c 'o ~ `
I _ rwe~m n,w ~ I , -i t _ •ao - • ' , _ ~ ~ RIVER BUFFER IMPACTS AND O.SX ON B' LINES. CLEANOUTS SHALL BE PLACED AT 50~ INTERVALS AND ~
-L N~ ~ 1 ~ a ~ - SANITARY SEWER OUTFALL "A": AT BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD a ~ ~ BEARING TYPE. Z rn ,
- WATT. KA1NRrN BROAOMEII fT AL ~ \ rr _ r-~ ~ I D.6 6391. P0, 0081 1 I ~ _ .dpp - ~ I I 1 - cf1 tJ7J-02-7023 - ~ I ZONE 1~ 1,250 SF W ZONE 2: BO6 SF 19. WATER MAINS SHALL NAVE A MINIMUM 4' OF COVER. q u ~ ~ j r`
roan d-e t ~ I I ~ r use Fusax+D t ~ I ~ ~ - i ~ ~ •.1 ~ ~ - E 'j 1 i I 20. CONSTRUCT All FlRE HYDRANTS WITH BASE FLANGE SIX INCHES ABOVE ~ u a WP.. q U h p ar
w ~ ~ I~ f' ~ 'I I 1 I ) J G~ R ~ ' j I ~ FNAL GRADE. + 21. THE CONTRACTOR IS RESPONSIBLE FOR INSURING POSInVE DRAINAGE TO
20 - _ _ _ III 1 1_1~-- ~ ALL STORM STRUCTURES.
I - _ ~ N~ ~'I ' 22. ALL STORM WATER CONntOL MEASURES AND BMP MEASURES SHOWN l HEREON SHALL 8E CONSTRUCTED IN ACCORDANCE WITH NCUENR AND pTY OF
~O _ _ ,gIDAN'S '..UN91NUC110N tNC, _ ' y~ 0.8. 7265, PG 0875 f _ ~ _ ~ t731 t1-0708 _ i ~ ~ METHOD 2 FOR ANTIFYING TN EXPORT FROM RESIDENnAL NDUSTRIAL COMMERCIAL QU n / RALEIGH STANDARD SPECIFICATION AND DETAILS.
a w 20NFi1 X...10 ~ i • ° v . w ~ ~ ~ uBF~ INIX137PoAI. I , ' DEVELOPMENTS WHEN FOOTPRINTS OF ALL IMPERVIOUS SURFACES ARE SHOWN 23. SEED All AREAS DISTURBED BY CONSTRUCnON, AND NOTINDiCATEO TO BE PAVED OR PLANTED. UPON COMPLEnON OF GRADING ACnVITiES, USE REBEL
_ ~ __t__., 11 1 ~ 1 II ~ ~t" ~ _ j ~ ~ ~ 1 2 3 (4 (5 3 FESCUE 9J ACCORDANCE WITH SEEDING SCHEt)tR.E ON DETAIL SHEETS. O O ) )
w swl " I i I t Iw` I I I I t TYPE OF lANO COVER SITE TN EXPORT TN EXPORT TN EXPORT 24. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W YMTNIN 100' OF ALL
. AR tACAMM ~ ~ ~ I I II G OE ~V ~ ( ~ ~ ~ _ ~ II p?TC l1NE \ \ ~ ~ I I l ( I i ~ l AREA COEFF. BY LAND USE FROM SITE NTERSECIIONS. oaee iba of ibs Ibs ac 25. TIIE GDNSTRlICAON iNSPECITON Of PRIVATE STREETS WITHIN CLUSTER
~ I I I 1 r ~ ~ i I I ~ i T ~ / ~t 1,` / I ~I I J 1 ~ I 'I f__:' I ~ I I h I I I ( ) ~ / /yr) ( /X) ( / lK) 1 UNITS, aDl~S, GROUP HOUSING. TOWNHOUSE DEVELOPMENTS ANb MOBfLE
v• r ! ~ I , Parrnanently Q(~Q undisturbed HOME PARKS SUBMATTEO FOR CITY APPROVAL IS THE RESPONS~ft1TY OF iNE 29.14 0.6 17,46 - open apace (forest, unnwwn rr?.odow) OWt~R/1')EVELOPER, COPIES OF CERAFIED INSPECT~N REPORTS INV0.vsNG
_ I 8 I ri 1 I I I I ~ . IM I ~ I 1 l ~ ~ SIIBG€tADE ACf~tEGATE BASE AGGREGATE BASE ANT) ASPHALT Partnanently p~ manoged ~ ~y
_ I I _ - 11 i ~ ~ 6 i ~ I ~ I_i~ an spots (gross, landscaping, etc.) 4.10 1.2 4.92 DENSITIES AMD niK~(tiESS, AND O1I1ER PERTM~NT 1t~ORMATK>H MUST ~
r I ~1 I - , a ~ ~ ~ 1 f ~ ~ , - 1 i II ~y.-~_= - o'.. ~ SUBMITTED TO THE CtTYS EINGWEER~lG MISPECTIONS MANAGER AT P,O. BOX ~ Impervious surfoces (roods, Pocking 5W RAlElt9+4 NC 2 FA T -339. CONTACT ~ ~
1 I ~ w ~ - - _ I ~ ~ I ' ~ wml i i iHew r fs for 4.14 21. 87.77 ~ 7802 ~ ~ 0 (919) 83t 8 LARRY p.,y lots, dr ays, oo , paved s age 2 ANDERSON Al 83t-x810 TO CBTARI DE1A?LS OF THE ABOVE REQUIREMENTS.
I ~ I I I a ~ I ..T., '--,r j ' i \ N ~ ~ t, areos, etc. IMPORTANT NOTE: PEAMiTS fOR THE REMANITMG 2516 Oi' THE BUiIDMrGS WITtNN H A DEVELOiPMENT WILL NOT ~ ISSUED UNTIL THE ABOVE REOUiREMENTS HAVE
~ ~ I ~ -~--,r~-i 1 ~ C~ 1 t' Totd 37.384 110.17 _ . ~ BEEN MET AND A LETTER dF ACCEPTANCE ISSUED. ~ ~ H
i % Averoge for Site _ . 295
1 ~ ~ V ~ I i I y ,I i i ~ ~ I'I 'II L~ W
• ~ I ~ OUTLET PROTEC ON DIFFU ON CHART
z I - I ~ - y , ~ r ~ ~ i I i ~ \ ~ - 1 I I ~ STRUCTURE RIP RA
A ~ I _ i Q2 FLOW REQUIRED L.F. PROVIDED L.F. DISSIPATER SIZE w ~ No. DIFFUSER DIFFUSER ~
_ . ~ W Ixwxd E"'i
_ ~ - j 'I ~ ~ ~ .P i i ~ w • H P41+b OU T 0 6 x - Q+
~ ~ ~ ~ ~ y/f - 1~Mff OD~LgI 816 1 ~ ~ POND OUTIET 0 OB 4 x 3 x 9- T cf ~ 3 S ONE 268 s 26.8 28
~ ~ OJ. 71M 60. Oq¦ - I w!!N ~ (i9?) - 10' .99bE ~ ~ ' 171 t713-11-e108 ~ ~ BMIA OirU9EA ~ - E111ER ~F-0F A~0r01[D ~ I011D0 R-+0 1' ~ POI OUTLET 0 CB 10 3' x 2' x 9'- 3" STONE 0.41 fs 4.1 10 a
76 ~ ~ USE MOU17WA1 ( N ~ - ~ A a
- _ _ . ..---r 1 ~I .i ~ ~ ~ ~.I 1 ~ V' m PHASE 1 NITROGEN REDUCTION SHALL CONSIST OF GRASS ~ ~
1 I - - - ~ i ~ ~ ~ ' ~ _ ~ t¢ ~ 1 ~ f I w I 7 I III ' SWALES CONSTRUCTED WITHIN PHASE 1 BOUNDARIES. TOTAL
y ~ ~ ~ _ ~1- -i ~ AREA OF PHASE 1 IS 18.24 AC. TOTAL LINEAR FEET OF , W
~ w - - . ,9 - SWALE WITHIN PHASE 1 IS (1760 LF.
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f 'v ~ ~ \ NETHERr IE~D ~ ~ UTILITY lNSTALL6TiON$ AND OTHER Pt1BLJC s ~ r
/ - h v w / ` ~ I FACILITIES, ?NCLUOiNG SiDE'NAl!(5 AND FUd+IDICAP ' K' ~ A RAMS ~ To BE CONSTRUCTED ON All STREETS ; ~ ~,.y
a ~ - FF _ AS SPECIfIfD BY CTiY CODE. THESE FACILITIES 9 • 4~
_ ~ ~ <9 ~ , a. ~ I X90' CP EASEMENT ~ tijj ~ ~ 1 i HAVE BEEN APPROVED BY THE CITY OF RALEIGH I A ~ ~ 1 AND SHALL ~ SO MSTALlEO UNLESS .,MANGE
~.M. 85, PG. 72 ~ ~ Cr ~ \ I 4 c j ~ , O 4 IS AUTHORIZED BY WR(fTEN APPROVAL. PUBtIC ~j
l \ ~ / ! ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED r~.`,.~~ 1 PRIOR TO FINAL ACCEPTANCE. W i
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