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MLLIE H. 8 EYANGEIINE S HOW, I I k DB 2571 PC 26 N
ZONED R-30 P.LN. D618.OJ-44-7131 'MLLE H. k EVAN(F11NE S. HOOD, ET AL
ONE-FMIILY RESIDENCC DB 2571 PG 28 ZONED R-30 P. L N. 0878.03-44-7131
CNE-PRIMLY RESDENCE
20' STORM DRAINAGE
EASEMENT OPEN SPACE SPACE o so' loo' 200' aoo' EN
2887 SF 2887 SF
so• e0' 90, S8T 14'47"E 862.62' 0.07 AC. so' sn 0.07 AC.
r._._._._._. 105' IIJ' i - - 74 SCALE 1' = 100'
j 4 _.,,g.. I 20' STORM
~ i 5 ~ ~ 4 0 4 46 4 I DRAINA( ~I ~I ~I ~ ~ 44 ~ I EASEMEI I _ -DRAINAGE
X13 502 SF 13,502 SF 13,502 SF 13 502 SF I ~ 12 516 SF I~ " I I EASEMENT \ I
I 13,502 SF 13,904 SF / 4 a"' ~ 1s, sF / 42
'10' STORM ; i ` v
DRAINAGE j ea ~ D~ 20,191 SF ti 6' EASEMENT 9 - _ NOTES;
~ ~
- P _ ~ u ~ • m.u _ / NDARY SHOWN IS FROM PRELIMINARY SURVEY BY WITHERS & RAVENEL, INC. 1. BOU
g'" ~ 11,857 SF,yo ~ 173' A?M„ s~ . PLAIN PER FIRM COMMUNITY 2. THIS SITE IS NOT LOCATED ?N A FEMA MAPPED FLOOD
j ~ 149' 146' A g~' ~ ; ti ~ htiCS WELL L WELL LOT~~~.~ x' PANELS 37183C0 680E AND 685E DATED MARCH 3, 1992.
"m I 0 40,457 n { Zp ~ ~ 40,457 SF v ` ~ R SERVICE FOR LOTS 1-19 WILL BE VIA INDIVIDUAL WELLS. WATER SERVICE FOR
I a 2 29 b' i 14,841 SF 15 328 SF ~ ~0 M ~ NF r s. FaRnaEYER 3' WATE CONNECTION TO THE EXISTING CROOKED I00' HURT C. k MNA A ALL LOTS IN PHASE I WILL BE SERVED VIA A MB 1983 PC 201
,F, i62' ~u 20,D04 SF SF Q pW 20NED R-3D CREEK COMMUNITY WATER SYSTEM. ~ P.I.N. 0878.04-53-4JT2
1 ~ 1 i15' O 4 ~ p I 20T u, I r1 r- A a, 9e ONE-FN1LY RESIDENCE 4. SEWER SERVICE FOR ALL LOTS IN PHASE I SHALL BE PROVIDED BY A PRIVA
pp . I l o ~ 3 GRAVITY SEWER COLLECTION SYSTEM AND PUMP STATION WHICH WILL PUM
I r~~ rn ~ ~ ~ ro 14,793 SF w ; ~ VARIOUS 4" FORCE MAIN WHICH WILL EXTEND OFFSITE ALONG SR 1404 SEWAGE VIA A 40 TO THE EXISTING CROOKED CREEK WASTEWATER TREATMENT PLANT.
P ~ i ; 15,150 SF 3 1_ WIDTH \ bD , 1s,195 sF ~ ,7a• DRAINAGE ~ F TION 1a,e13 s ~ THERE SHALL BE NO FlLLING OR THE EREC
i tss' _ 19,127 SF EASEMENT ~ ~ ~ 1~ 9s. g, FI OOD HAZAR
u~ ~ 20' SANITARY _ ,os NOTE. h ; SEWER EASEMENT I ,sA ~ h 34 NT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS i OF PERMANE FEMA 100 YEAR FLOOD ZONES OR FEDERMAL EMERGENCY MANAGEMENT AGENCY ( )
LOT 24 IS NOT A PART g 13sao sF 3 ~ I y 26 m r so. 39 ~ UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY AND/OR FEMA,
OF PHASE I, AND CAN ~ . 2 ~ + 21,272 SF x~. 15,237 SF 'g~0 1a3z3 sF 3 ~ R OPEN SPACE MARKED BY AN ~
ONLY BE DEVELOPED IN t5,2s2 sF 31 , ' ~g ~ ~ . EFORE ACQUIRING A BUILDING PERMIT FOR LOTS (0 ) , s B Fr TERISK THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT o FLOOD HAZARD (AS ER'S ENGINEER, ARCHITECT
CONJUNCTION WITH PHASE II. , , a' STORM mss' 20s7s sF 2 / z a 3 DRAINAGE 3 , ~ F FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE BUILD ~ ~F ~ SOILS MUST CERTIFY THAT ALL FLOOD HAZARD
I vQ, w ~ EASEMENT 3 AND/OR SURVEYOR (AS APPROPRIATE)
i 2 I ~ b ~ ~ I 14,974 SF 20,831 SF ~ 3 3 ~ I RE UIREMENTS ARE MET. 20,831 SF ~ Q zo,379 SF III , f ALL APPLICABLE WAKE COUNTY
i ~ ~ ~ 18,855 SF 14,518 SF ~ 20' ~ I I i 6. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH
i 2 ~ SANIT Y SEy1F ; / ~ ~ R` EAS T ~ I 6~ I I I ~ I N CONROL ORDINANCES AND FLOOD HAZARD REGULATIONS. ~I V I I I SEDIMENTATION AND EROS 0
'MLLE H. ~ EVANCEIINE S. HOOD, ET AL j 18,28 SF / DB 2571 PC 26 it i / / ' ~ Tim`---~" • , L \ I I ' j' ~ -f. I ! I 1 1 I S UARE FEET OF IMPERVIOUS f I a- 1 I V I I I ~ IN PHASE I MAY EACH HAVE A MAXIMUM OF 2550 Q , I f-~•t"~ I 7. ALL LOTS
ZONED R-30 'P I ~ 2 t9. P.LN.0818 03-44-71 31 _ ~ ~`'""r I L I I ~ I.~ l _r• _1 1 ~ I~ •I 1 ~ 8 I I ~ ~ I, I I 1 I I ~ l F I FACE AREA WITHOUT THE ADDITION OF A STORMWATER MANAGEMENT DEVICE. IN NO I` I f ~ j I I I, f , V I I I ~~,1 SUR % IMPERVIOUS SURFACE. IN ORDER FOR ANY
oNE-FAMILr ~aDENCE 2D S10RM ` 1 ' ~ ) 1 1 1 I I I I~~ I I I 1 DRAINAGE I ~ I I I I CIRCUMSTANCES MAY ANY LOT HAVE OVER 30 I •j~ •I;. I ORMWATER MANAGEMENT J _f I I I I 1 I THE MAXIMUM IMPERVIOUS SURFACE OF 309:, ST
NANCY L. PAMITEA EASEMENT • ' 1 .t.•.I' •1" •.1.',h.• I I ! I I I i6 t~, s _ I - 59.78 I _f I I ~ I. MB 1988 PO 91 ' I, , ~ ~ ~ (•a.'.. ~ LOT TO UTILIZE I t _i ~ • .C a ~ MEASURES MUST BE PROVIDED FOR THE AMOUNT OF PROPOSED IMPERVIOUS SURFACE AR
I 20NED R-30 J. •I,•,~ ~ I I ~ I ~ - _ I. J.' J f P.I• I i I_ I l I I - P.LN. 0879.03-J2 3808 I_ BEYOND THE ALLOWABLE LIMITS OF 3300 SQ. FT, FOR LOTS 1-19 AND 2550 S . . f 1~ !
f. J j ~~1~4 ,i..h. l ONE-FAMILY RESIDENCE J ~F J - ~ I L 1 LOTS 20-52. I I • ?@ ~ N OF
?6 421,1M N825B t f (J i I ~ ' I ~4;•~. f' . J'~'••~ I -~I I _I I.I-~~ ~ ~ 4 ~ ~ II II S, THE OPEN SPACE PARCELS INDICATED SHALL BE USED FOR CONSERVATIO 8 09 3 ~ ~ gg ~ 6
5.88 96, ~t -t---t-- f ~ ~ 1 • 1. , f ..I ! ..1. J ~ , • I I f I I 1. NAS ~r ,,~1 N/s ~0 3 J l l I I I l l I~ '~'.i.'.F..J.. ..f 'h'.. I ~ 26 ~ ~ I ' I TURAL AREAS AND ARE NOT TO BE DEVELOPED. ~u~a+ .9 ~ I I 5 ~ NA ,
• ~ . } . I• f I ~ ,p~ NEw PRDVroENCE BM115T CHORCH ---}--f-:f---f--~--{-- I 'j NB 1982 PC dl6 1- I I I J NIF I I f I , ~ .j. ! I ~ ,~o° p0 2oNm A-~o N3T 11'32"E ~
ALAN BARRY h JOAN JANTZEN IOSTER ~I I -I I I M8 1986 PG 97 I i ~ ' EN SPACE ~k ~ ~y P.LN.%1067 G04~-52-WIT27 I I I I f I I l l IJ_,1 ~ 2T l-~ 21.96 1.00 ti
7DNm R-~a l I I I l l I I I I l I I I, J- 20 DRAINAGE P.LN. ae7B.o3-32-37D3 N 1 I I _I I I I • II.f ,J_L- I ~ 198,198 SF EASEMENT CENTERED N6?. S6~ • ~ w le. s>oxce~u as~w mss, ~
ONE-F,W1LY RESDENCE 157.64, I I ~ 1 r}.55 AC, ON EXISTING CHANNEL N81'27'p2"W ~ ~ ~ pro vc ~s ?8~ 20ED A-is
483,24' 'OS, ~ oix a~sa-ss-~~ 'S waµr
b" ~`D
N~ ROBERT A A SCNYA ti CURK
MB 1986 PC 9l 70NED P-3o HATCHED AREAS REPRESENT FLOOD / ~ ~ ~ ~ a~
Pore-~AkirJ~soE~cE HAZARD SOILS DELINEATED BY SOIL / sam+w[w+n~sue PROPOSED PUMP STATION
AND ENVIRONMENTAL CONSULTANTS, INC. ~ ~ ~~9'° HT. FM- D.6N. aalaaNSS-47m (PRIVATE) SEE S
/ N/f
N/F SOllIN90E ~fNTURES LLC / MB 2000 PC 1950 Irn 20NED A-15
THOMAS A. STEPHENSON A ~ENNATR B. ROBMSON N/F NB 1986 PG 98 GOY 1. 3 SMRLEY w. THOIIPSOH ' / " D.LN. DE7Q04-52-4860 ,n VNCNfI
ZONED R-3D ~ MB 1998 PC 2D81 P.I.N. 0818.03-J2-2591 N ~a ZONED R-30 o~
ONE-FAIRY RESIDENCE rp W P,LN, 0878.03-42-5421 /
ONE-FAMILY RESIDENCE a a,• PHASE I ~ ~ ~III~I I I I~ ~I II TOTAL ~ TA SITE DA
$ ' ~ sD N/F , ~ ~ ~ 35.82 AC. (1,580,110 SF) ~ ~ sourr+slDE VEN1URES Llc 20.82 AC. (907,076 SF) ~ n~ ~ , TRACT SIZE f
MB 2000 PG 1959 O ' 0678.03-43-5261 zoNEa R-15 ~ 0878.03-43-5281 i,3 3~ fis7n
P P.I,N. o~7s.oa-5z-aee9 ~ ~ P.LN. S - 7137 PORTION ~ ~~I. ~ ~ 4h %I s % (I'Olz I!~~N; I 0678.03_32-8320 vACANr 0618.03 44- ( ) ~ 0678,03 44-7137 (PORTION)
N~F ..1
DAMD R A DEOCRAN S. NEST ~ ~ MB 1986 PG 98 Q R-30 R-30 ZONING
ZONED R-30 `f n• . PJ.N.0678.DJ-32-2316 ~ ( /'j~~ VA ANT I I VACANT CURRENT USE C
- ~ I Y NCE I ONE FAM L RESIDE H A P lp / y ( NI F ~ ~ N SINGLE-FAMILY SUBDIVISION
/S ~ PEARL RAY E GCLDA F. wEAThERS ~ 1977 PC TJO r~n~RS PROPOSED USE SINGLE-FAMILY SUBDIVISION nF~~l Y ,'I,~ill~ll'~J I (CLUSTER) a (CLUSTER) ~ I
ZONED A-30 PJ.N. o67aD4-s2-1289 4305 SF (0.10 AC.} 1189
/ ONE-fAMLY AE80ENCE pN~ SR 1404 RIGHT-CAF-WAY DEDICATION 1559 SF (0,04 AC.) '.L'1f' n~ 51
/ ~o ~ PROPOSED LOTS LOT 24 IS A PART OF PHASE IQ
N/F / ~ RALPH D, k MARJORIE B SNYDER 3D % 51 4 = 51.94 MAX. N LOTS ALLOWED ~ , h, y, (3s.e2 Ac. x 1. 2 )
4B 1986 PG 98 ~ '0 ima ZONED A-30 ~ ~ y (20,82 AC. K tA5 - 30,19)
P.I.N. 0878.03-32-2272 /l T~ ~ ONE-FAMILY RESIDENCE 1.42 DU/AC. PROPOSED DENSITY 1.44 DU/AC. ' ~ ~
/ p~ c 12000 SF ~ 12,000 SF
~ ,a / f MIN. LOT SIZE
i ~ ~ ~ .p.~ SETBACKS
~ ~s . 15' 15 FRONT 15, 15'
~ / ~ ~ ~ / ~ REAR 5, 5' SIDE 15, 15'
CORNER 51DE 30'
~ ~ s: NAT ,~N ~ ~ MICHAEL WAITER ~ SAAMRA P. MINOR ~ FROM PERIMITER BOUNDARY 30 h, '115 ~,I 4s1 n;:) ~ 156,011 SF (3.58 AC.)
~ ~ MB 1986 PC 98 ~ k 20NED R-30 ~ q 90 708 SF 2.08 AC ) OPEN SPACE REQUIRED ~ ( ;;,,r~ si ~u~,i nr. ~ i~~ins~l u ~ 278090 SF 6,38 AC.}
P.LN. 0678,03-J2-2057 ~ 'C~ ~+s r M ONE-FAIIIIY AE90ENCf ~ 4 b~ 5.87 AC. ~'~~,~k ~H ~;F ~~-~i nl~, } riin~sl i ( OPEN SPACE PROVIDED 255,878 SF ( ) l
~ h. 1 8,09' ',I ('.,,N/ ~';.)(CUMUI nllbl j
g~ ~h ~ s ~f 2065 LF IH~~ II ~ 3920 LF
p0 • tip g, ~ ~ ~ SA r~ 9 0 ~r UNEAR FOOTAGE OF STREETS I
y J S ~ s 130,465 SF 2.995 AC.) 11';',:'uo ',I f 7 _s4(> nl..l ~ 232,665 SF (5.341 AC.) PROPOSED IMPERVIOUS SURFACE ( , ,~I RoAOS = a5,aoo sF
. 9 5 , ~jOd' ~ F9 5~ ROADS - 48,300 SF ROnU`, 59,.x( LOTS - 84,185 SF' I~)IG 62,?DU LOTS - 82,700 SF
~ ti 2 ~ 0 ~ 9 d~ ~7,• Q, 4 ~ p p0 T. I PERV. AREA - 130,485 SF ru! i~F'I Itv nRl n 1vJi~o SI ~ i0i, 1MPERV. AREA - 23L,885 SF r0 M PHASE AREA - 907,076 SF PlinsF Fllli n 6'~S,uS4 ~ TOTAL TRACT AREA - 1,560,110 SF
N7F n~ ~ I~~. ~L 0~ J wAnoN x PATSr w. sMITH ~ ti 0 y " 2715 SF~LOT X 31 LOTS-84,165 SF .`.SOb i,'lUl x iJls 61, 'DO `,I
MB 196s Pc se ~ ~'i ZONED R-30 ~~OJR~i ~J~ ~ S t
1- / P.l N. 0818.03-3 2960 ~ N 1 DNE-FAMILY RESIOFNCf ~~o ~ ~~~7 PROPOSED % IMPERVIOUS 14,4X ~ ` ~ 14.9X
F / 4$ 4 h S~ ~ p,N ~ 1~~y1
DEVELOPER OWNER CROOKED CREEK RESIDENTIAL PROPERTIES, LlC / R. STE, 201 201 SHANNON OAKS D ,
? 1' 4 R ~J~ CARY, NC 27511 PH. 919-485-3312
~ ~ ~ N ~ ~ ~ ~s FAX [phone]
MARNN 0. h DIANE T. PARRISH DB 5448 PG 955 ~ / p7 7 ATTN; JERRY RADMAN
ZONED R-JO J~ h ~,~~~fj ~ P.I.N. 0878.03-31-1601 ~f;' ~jFll i0c < ~
ONE-FAMILY RESIDENCE J~ ,~~B~,Q~Js,jj* tom-
0 ~ '!Q ~ 1B ~ 0 / Mg ¢ N~. l~ - ~H C'4R0
>s~ a7 rzi,~Hh ? ~~k QQ~~,,, a~q. ~ o ~ ~i o y~
-'~;7,%)e ~ R IJJ . ~ ~ '~ty00,,,,'s "
0 E
'A'bp ~ H ~
' / . 4B 4 kr~ ~ / unT ep n .11 C N TRUCTION _
A( \ \ v 1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE
40 WITH CURRENT WAKE COUNTY SUBDIVISION
a~ • EY 0•
P's \ 7 ~ 1a ORDINANCE AND NCDOT STANDARDS & SPECIFICIATIONS.
Sheet No.
to B Designer Scale No, Revision ~a JTAZW&R 1100' WITHERS R"ENEL IERALL SUBDIVISION PLAN 11 ENGINEERS I PLANNERS I SURVEYORS C-1
Drawn By Date JOHNSON POND WEST S/D - - - 8DH 8/01 03 - OVERAI 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.coni
- - - - Checked By Job No. WAKE COUNTY NC
BUH 202109.1

- _ -
SITE CONSTRUCTION DR WAKE COUNTY, N WAKE COUNTY PROJECT # S ~RAWI NGS FOR
NC
- # S-2 6-0 3
INDEX OF SHEETS
OVERALL SUBDIVISION PLAN SHT C-1
PHASE I SUBDIVISION PLAN SHT C-2
UTILITY PLAN SHT C-3
i i , a
\ GRADING & STROM DRAINAGE PLAN SHT G4
-I I / I\ I EROSION CONTROL PLAN SHT G5
RO i o H14LjOP- L. I ~ ~ NEEDM RE R~q 1 ~ I i (SR 13831
- 1 ~ R001 PLAN & PROFILE - SHT 1 OF 2 SHT C-6
~ x " ~tOP" 1 o N~~., I
o I~
I\ R001 PLAN & PROFILE - SHT 2 OF 2 SHT C-7
~ I o _ \
I
I~ I~ I R002 & R003 PLAN & PROFILE SHT C-8
I~ ~ SANITARY SEWER LINE B -PLAN & PROFILE SHT G9

` q ~ ~ 1 - j, r SANITARY SEWER LINE C & LINE D -PLAN & PROFILE SHT C-10
I I ~ 1 _ ~ ~ - STORM DRAINAGE & BASIN DETAILS SHT C-11
_
- + ~ ' l
i . ~r i EROSION CONTROL DETAILS SHT C-12 l
R, j,~ il ~~It~ ~
1 ~ ~ n ~ ~ ~ ~ UTILITY & ROADWAY DETAILS SHT C-13
i ~
~ i ~ _
Y `104 \ I WELL HEAD DETAILS SHT- WI
= FUTURE / Q~~~,, - ~ Yy~~ \ PUMP STATION SITE PLAN SHT FM-1
3 PHASE I I ~ ~ f -
FORCE MAIN PLAN & PROFILE - SHT 1 OF 6 SHT FM-2
i'~,
~ . ~ _ FORCE MAIN PLAN & PROFILE - SHT 2 OF 6 SHT FM-3
~ ~ ~ ~
FORCE MAIN PLAN & PROFILE - SHT 3 OF 6 SHT FM-4 i
~ i
1, v ~ j FORCE MAIN PLAN & PROFILE - SHT 4 OF 6 SHT FM-S 1
i~ ~ ~ y, F-', FORCE MAIN PLAN & PROFILE - SHT 5 Of 6 SHT FM-6
f ~ ~<,A
~ ~ - , 'A -r 1, FORCE MAIN PLAN & PROFILE - SHT 6 OF 6 SHT FM-7
- ` ~
` - '~,1 ~ \
- II
N-
~ - \ I
- ,r_
LEGEND J
7
DESCRIPTION EXISTING PROPOSED
INTERMEDIATE CONTOURINTERVAL VICINITY MAP
INDEX CONTOURINTERVAL 1"=~OO' DEVELOPER/APPLICANT
RIGHT OF WAY LIMITS - - - - - - -
ROADWAY CENTERLINE - -
CROOKED CREEK RESIDENTIAL PROPERTIES, LLC
CURB & GUTTER - - - - - - -
SANITARYSEWERFAQLITIES --~--FS~-- -P$~'"~-
STORM SEWER fACIUTIES ~ -s W' T ~ ~ Q ~ R DV
V E N E L 201 SHANNO RO NC 21R5 1E, SUITE 201
WATERLINE 90L-84-EK PWL-*4-PWI ¦ ¦ 0 ¦ ¦ ' 'ML AF ma w ' TELEPHONE: OFFICE [phone]
FIRE HYDRANT ASSEMBLY ENGINEERS SURVEY I PLANNERS I ~ R V E Y O R S FAX: [phone]
FENCING STRUCTURE -0-0- -0-0 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]-6008 www.withersraveneLcom ATTN: JERRY RADMAN
WOODSLINE /YY YY Y1 N/A
i WATERWAYS - NIA
i
SILT FENCING N/A--i~-~~
i

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