20080911 Ver 1_Site Plan_20080619

d
a }
~ rr
o w
o ~ ~ I
_J ~ f
D ,Q
SITE TRYON RD.
VICINITY MAP
(N,T.S,)
4
PH,4S~ 3
WADE COUNTY9 NORTH C OWNER/DEVELOPER: R. KIRK LEONE
T
2903 CAMPBELL ROAD
RALEIGH, NORTH CAROLINIA 27606
TEMPORARY WETLAND IMPACT (S/TE #7) ROAD CROSSING 1 IMPACT TYPE AREA LINEAR FEET IMPACT TYPE SING IMPACT (SITE ~2)
'E AREA LINEAR FEET
LOCATION (CH AND WL) (CH ONLY) LOCATION (CH AND WL) (CH ONLY)
#1 CH - - #{2 CH 442 sf 139
#1 JW 0.06 ACRES - #2 JW ' 706 sf -
#1 NB - - #2 NB ' Z1 7,606 sf
Z2 3,195 sf
TOTAL BUFFER IMPACT DRIVEWAY CROSSING IMPACT (SITE #3) TOTAL IMP IMPACT TYPE AREA LINEAR FEET IMPACT TYPE IMPACT = 10,801 sf
L IMPACT SUMMARY
TYPE AREA LINEAR FEET
LOCATION (CH AND WL) (CH ONLY) LOCATION (CH AND WL) (CH ONLY)
4.
#3 CH 421 sf 140 #2, #3 CH CH 863 sf 279 °
#3 JW 12,930 sf - #2, #3 JW JW 13,636 sf -
#3 NB Z1 6,032 sf - #2, #3 NIB NIB Z1 13,638 sf -
Z2 2,310 sf Z2 5,505 sf
TOTAL BUFFER IMPACT = 8,342 sf TOTAL BUFFER IMPAC :R IMPACT = 19,143 sf
STEWART - PROCTOR
ENGINEERING and SURVEYING
' 11~yS111i9lllEltf;,nfP~r
319 CHAPANOKE ROAD ~qN GAS r ''~o.
0•.oF~ss~a~•~~Ji9 a
SUITE 106 ~q 9 • C;
RALEIGH, NC 27603 - 2247.4
~~•.Fti~mi~~~~~o~,. fall
TEL. [phone] FAX [phone]
14-17". L 118111{C IAYI`u~
JUN 1 9 2008
if/3 O yyMMDS AND STORMWAMRBRW-

5 ' RIG T OF AY GENERAL EROSION CONTROL NOTES 20' PAVEMENT ,
4 4 6' 6' 22 PAVEMENT 6' 6' 6' IMPERVIOUS COVERAGE
F N TR M A R ONLY, cL 1~ cL PLAN SHALL BE USED OR EROS10 CON OL E SU ES 10 0 i1 11' a a
• pit FT. 1/2" I-2 PLACEMENT AND LOCATION OF EROSION CONTROL MATERIALS r 1~4 r,~~• pert FT• 1 /2 I-2 15.17 ACRES x 43560 SF = 660,805.2 SF ° W -2 ~
AND DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM ~a ~ , ~e 2 ~.a ~ P~ ~ , ,,,..,'"P~~. z1 660,805.2 SF x ,12 = 79,296.6 5F Q
TO FIELD CONDITIONS, ti' P~ B ABC ,yq • ~ a• 8" ABC Bc cuT~ ~P~ MAX ALLOW IMPERVIOUS = 79,296 SF ~ a
ALL CITY OF RALEIGH EROSION CONTROL ORDINANCES SHALL CUT CUT Cu' IN STREET 29,568 SF °
6E FOLLOWED DURING CONSTRUCTION, CUT IN PRIVATE DRIVE SERVING LOTS 5 & 6 = 5,600 SF sITE TRYON RD,
ALL REQUIERED PERMITS SHALL BE OBTAINED PRIOR TO THE PRIVATE DRIVE TO SERVICE LOTS 5 AND 6 T T T RESIDEN IAL S REE S STS 79,296 SF - 29,568 SF - 5,600 SF = 44,128 SF
START OF CONSTRUCTION. TYPICAL CROSS SECTION TYPICAL CROSS SECTION ioN 44,128/7 LOTS = 6,304 SF
SEE EROSION CONTROL DETAIL SHEET FOR DETAILS, CONSTRUCTION NTS NTS
SEQUENCE, SEEDING SPECIFICATIONS AND SEEDING SCHEDULE.
CONTRACTOR SHALL TAKE ANY MEASURES NECESSARY TO ENSURE
SEDIMENT LADEN RUNOFF ODES NOT LEAVE SITE,
.VICINITY MAP
(N.T.S,)
OWETLAND IMPACT AREA
INTERIOR BUFFER AREA ZONE 1 ~ )
EXTERIOR BUFFER AREA ZONE 2 ~ )
i
a s~,sax~rx .'f ,

,'f
L END EG J~
e R. KIRK LEONE /f
A BUILDERS INC. STORM SEWER PIPE
PIN: 0782-16-8485 100 YEAR FLOOD LINE ZONED: RR ~~'~G~'f P~,,''~~
DIVERSION DITCH ~ ,
' IN F - 1\ - sa-- SILT FENCE , \ ~ - - ANTHONY & i ~ , 0~ ~ J~~ SITE DATA TABtE -PHASE 3
~ JAMES C. & MAf}IA;LUSTE~' ~ ca ' ~\N F Bl~ll. S.INC- GRAVEL CONSTRUCTION ENTRANCE , i PI ~478~-16s=9617 % c~ _ g - ~ i~~IMBERLY S, LAPIERRE N` ~ ~ ~AILE ~'S LAfVDING ,PIN:'~.07$ 16904 i%S1P`~ -TRACT SIZE = 22.59 ACRES -AREA RECOMBINED TO 22 ACRE TRACT TO THE SOUTH = 7,42
' ZONED:, RR ~ 0' ) Y - "7 ~ PIN: 0762-17--91540- - ~ i sJ',~ HOA INC. Zl'J1d~D.-~RR'~••_ _ ' ~ - , -TRACT TO BE DEVELOPED = 15.17 ACRES
~ ZONEb: RR r~-~ PN•'',07~2-26-0469 ``'---1J F - - 0 CUSTOM BASIN I ~ - - t - / - - ~ r N0. LOTS/UNITS = 7
/ Y~ONED: Rit - R,-XIRft'tEONE - - ~ BUILDERS-tIVC, - -AVERAGE LOT 51ZE - 1,97 ACRES
TREE PRO EC ION FENCE - _ ,1.63- -23~T _ 379 ~`R~N:--0782-1 s 7 ~ _ I , - 5- 9 8- , - - ~i ~ MFFF~' 493. 0'~ _ NiF 'f MINIMUM LOT SIZE = 0.97 ACRES
- ~ ~ ~ ~ ~I ~'~.ZONEDi RR _ , ..r. LIMITS OF DISTURBANCE ~ _ R•.'KIRK,L~EOI~E" - - _ M ,:!~f ' -LINEAR FEET OF STREET - 1,344
- ~ A ,'y - BUILDERS I,NC, ,M \ , \ ~ - 1 1 -AREA OF STREETS (R/W) = 1,54 Ac. 1~1 1 ~ /
d I -2 ~ ~ - -i~S,813 sf I r-~~ - - " 'PIN;; 0782=f 5-8767 - - DISSIPATOR PAD r' _ _ ~ ' - - DEN5ITY PH, 3 = 7 LOTS / 15,17 ACS, - 0.46 UNITS . - ~ -MAXIMUM IMPERVIOUS PER LOT ALLOWED = 6,213 SF.
ScF- ~ I 1 1.97 acs, • - ' ~ - - , r' , -42166 sf I ~ ~ s ~ TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,820 SF
7- I - , 1 ~1 ,ff " -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,820.5E
- 'I I ~ - ~ v-~ - _ _ . -ZONED: R-R WITH SECONDARY WATERSHED
1 ,'u'! !4$,048 sf - ~ -1~`~•~ aAS>N i" - ~ , ' 1.,10 acs: ' ~ X 63 ~ x 1 J .s c~~.. ! f
-,i j ~ X"~ ~ - ~ ' DIS ATOR AF5 1 619 Sf IS EATOR A ~ D Sl Q D ~ o w , • _ NOTE:
1. 2 ocres'~,'' 0 ~ .w ' s C%~~N A ~L N TH15 SITE'S STORMWATER RETENTION REQUIREMENTS ARE
1 ~ ~~'r~- ~ EXEMPT DUE TO THE FEMA IMPACT RULE. y `PIN;,•0,78;2r^(~-6378- - SITE IS ZONED R-R WITH SECONDARY WATERSHED WITH
LEGEND , , ~ - - - - - - - „ - ' o. ~ ' ~ ~ - _ _ I SURFACES MAXIMUM IMPERVIOUS NO GREATER THAN 12~a
-
-~•CE--- TEMPORARY CONSTRUCTION EASEMENT ~ _ N%F`~~~~ -r~~~ ~y ~r,~rr,YR~r~uc~e:~~~T_. _ R ~ _ _ %.r,' s _ - ,~S%' ~ BAIL`f1~S.LANDING-----~'r,.~"~ , X564------=
--•PSE PERMANENT SLOPE EASEMENT ' ! PU ~ ' 'a~' ~ ~ ~ ~ \ - HOA INE:-~s•~-• , r~
' ~ 15 r '.1 w, PIN, '~a-~6gt2-- --UE PERMANENT UTILITY EASEMENT ~ 1, - ~ ~ it '
o~% ~sTa~ , ZONED:--R1'~---, ,z ~ ; _ --POE--- PERMANENT DRAINAGE EASEMENT 1 ~ / 1 , ~ - - -~afl4~..., _ - - - ~ ~ ~ cEnrERA~ NorES:
- , elm` ; " ~ - _ _ - - - , - ' AND
, _ d i ~ ~ - , , , i „ . , ' , , ; % ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS N/
, ~ i ` r.; . _ _ ~ ~ - ~ , ' i' - ' ,I PPERCYp C ~TTON HEIRS SPECIFICATIONS OF THE CITY OF RALEIGM ANO/OR NCDOT,
~ DISSIPATOR a - 1 I I IN' 78 24 074 qLL REQUIRED PERMITS SHALL BE OBTAINED FROM AlL GOVERNING ; ~ ~ ~ ZONED: R-40W
' I - 1 V ' . ~ ~ ~ ~ i 1 ~ i ? AUTHORITIES PRIOR TO THE START OF CONSTRUCTION, -
V - - _ RIVER, BUFFER, - - ; ~ ~ I ,8~'.~.~ , ~ - - ~ " - - • ~ ~ ~ ~ j ~ ,I CONTRACTOR SHALL VERIFY THE A80VE AND BELOW GROUND LOCATION
- - , `A ~ , ' ~I; ~ , ~ ~ I ; _ _ `-``A~~r-'~`0-.BE' RECOMBINED ~ I ~ ~ ~ ~ OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION,
- _ I T .N - - , - , - I . - 27,ACRE -TR~AC'T THE S`OU~'I rI ~I ~ i ~a ~ ~ ~ CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY ANO/OR AUTHORITY
1 X TR N 17 AS MEN ~"f - - 7, 42 AC,- 22.00 AC. _ ~2~, 42 AC, ~ ~ '
~ ~ 'pia-rw.rr~Y.r~f_y~ 1 1 r'~ ~ ~ I I i~; 1 ~ ~ 1A ' _ - - ' ~ ~ j ~ + CONIRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES AS ZONED:-"`•R-R..IMTH-~~E~CONDARY i~ATERSHf~D ~ ; ; ~ ' ' ~ ~
, ~ - , ` . ' , 41',7. _ i / ~ ~ , ~ REQUIRED BY CITY OF RALEIGH SEDIMENT AND ER0510N CONTROL ORDINANCE
y , , y~ dvlF E , „ ' , , - 418.6------ , ~ X32 f ; ; • --T- l ~ ' ' PLACEMENT, QUANTITY, AND LOCATION OF ALL EROSION CONTROL DEVICES AND
- ` ' ''1 , ~ P - MFF - - 417:x. ~2; oca~ ~ , _ _ 1~ r r' ~ DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM TO FIELD CONDITIONS •Y - f i~ r lJ
'»'1~~: 'i ~~1i~i11' __BttIL~A6 E-AREA r- ~ , / ~ f~. 1 i 1, ` ~ i it ~ ~ 1'
E
„ ~ _ , , ~~es 1 ~ ~ ~ i ' i j ` % i
, ,.~;,;I ~ ~ _ ~ , , $8 120 , 120 187 .1 ti 1
` 1 ti - - - l '
N/f';' ( N/F ~ 91JALD!D. fk VICTORIA! WEBER•'PRIC "
RONALD C, & GREGORY J, ~ ~ • ~ ,1 ~ ~ i~LAUD~ V. iJR, & / y, MICHIAEL, W, & 1 AELi W, & ~ M~CHA~L 9~, ~ SHANNON L QEATON i PINS 0782-1~=-03~a•' ; ~ ~ p,}.~F C.jBURNJv~TE ~ 1?IN:'~Q782=~15-0560 BONED: R ' 0~ SUSAN L.,.&,DAVID L, WHITE
MARGIE SCHATZ JACQUELINE A, SEAMSTER ~ ~ DOREEN'~ C.'MEDLIN ~ ;'THIMYST'A C•jBURN~~TE PIN: 0782-16-0795 PIN: 0782-15-0964 PIN: 0782-' 15-051 V PIN: 0782-16-0393 82 X15-051 ~ ZONEp: R,4QW ~ ; i ,SIN%07$2-05-9185
N T ~ ZONED: R-40W ZONED: R-40W ZONED: R-40W 0 ES. ZONED: R-40W R-40W ~ ~ ~ ( 1 ';'ZONED: R-40W ,
- PRESENT LAND USE IS WOODED AND FALLOW. 1 ~ , ~ ~o' OIAIN:IER PN~E \
- STREETS WILL HAVE A 5Q' R/W. • 1
-ALL CUL-DE-SACS WILL HAVE A 50 RADIUS t
- ALL RADII AT STREET INTERSECTIONS ARE 28,5' CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA RFACE AREA STORAGE BASIN SIZE WEIR
- ALL STREETS WILL BE PUBLIC AND SHALL BE CONSTRUCTED TO NCDOT CONSTRUCTION SEQUENCE BASIN AREA (Ac.} Ac. REQUIRED REQUIRED STANDARDS AND/OR CITY OF RALEIGH STANDARDS, IN THE EVENT OF ` QUIRED PROVIDED L x W x D LENGTH
T TH M R TRIN NT STANDARD WILL PREVAIL 1 1• INSTALL TREE PROTECTION FENCE. CB 1 9,26 0.60 1,089 cf 10,665 cf CONFLIC , E 0 E 5 GE # x,665 cf 22,184 cf SEE DETAIL 23'
-WATER SYSTEM WILL CONSIST OF INDIVIDUAL WELLS, 2 CALL ANDY GILLIAM TO INSPECT (516-2552) CB #2 0.50 0.50 908 cf 944 cf E4 cf 1,936 cf 44'x22'x3' 10' aasnND Deowm - _ N _ _ _
-SEWER SYSTEM WILL CONSIST OF INDIVIDUAL SEPTIC SYSTEMS, , WETLANDS 3, OBTAIN GRADING PERMIT. CB #3 2,10 0.50 906 cf 2,705 cf 705 cf 5,476 cf 74'x3Tx3' 10' 412 cf 2,916 cf 54'x2Tx3' 10'
- ALL CITY OF RALEIGH EROSION CONTROL MEASURES WILL BE COMPLIED CB #4 0,89 0.55 999 cf 1,412 cf 4, INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD, WITH DURING CONSTRUCTION T MP R Y R T PIP INSPECT BASINS AFTER EACH RAINFALL OCCURANCE nPC eum~o 2' ra+ ~ ~ AQUATIC UFE PASSACI MNN~,7~A,IN N~~A~~IURAL
-ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH + + 1 Y AR F MA F E OAR DIVE SIGNS, SIL FENCE, CROSS ES, 00 E E L000 BASINS ARE TO BE CLEANED AS NEEDED ASS PER NCDDT STANDARDS.
DURING CONSTRUCTION ~ RISER SEDIMENT BASINS AND/OR OTHER MEASURES ,
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED AS SHOWN ON T A PR V LANS. EAR N Y DEPTH Wlll INCLUDE 1 FREEBOARD HE P 0 ED P CL 0 L ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL 100 YEAR FLOOD LINE AS NECESSARY TO INSTALL THESE DEVICES.
- TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND INTO AN EROSION CONTROL DEVICE
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. 5, CALL 890-3453 FOR ONSITE INSPECTION BY
_ ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE STORM SEWER -PIPE CHART DISSIP CONTOUR INTERVAL IS 2 VERT SIZEIPATOR DESIGN ~~~''~~HCARp~~'i DWQ PLAN FOR SHEET 3B
_ PIPE TYPE DRAIN Q25 LENGTH INVERT INVERT SIZE DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS OF COMPLIANCE. SLOPE IN OUT )UT LENGTH WIDTH D50 LINING ``~,,0~~'ES3l~ ~~tiy4~ BAILEY'S LANDING
DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE SIZE AREA CFS FEET q LENGT 6. BEGIN CLEARING AND GRUBBING OF SITE. MAINTAIN Ac FT CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER FT FT t~•~. CF ~S S
I V RIFI DEVICES AS NEEDED. SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FELD E ED
-BOUNDARY INFORMATION IS FROM THIS OFFICE. 7. ROUGH GRADE SITE. A 30" RCP 9.27 29.32 60 5.00 412,0 409.0 25.0 09A 25.0 7,5 23" 36" CLASS 2 ~ SEAL : PHASE III 98.5 63.0 36.0 23" 36" CLASS 2 ~ ~ 34314
- ROAD/UTILITY PLANS SHALL BE APPROVED BY C,O.R, CENTRAL ENGINEERING 8. INSTALL STORM SEWER AND PROTECT INLETS WITH B (2) 10' RCP 460 1415 60 1,00 399,5 398.5 s3•o PRIOR TO ISSUANCE OF PERMITS, OR RECORDING OF PLATS, SILT FENCING GRAVEL DONUTS, W/HEADWALL ,~FHgrr~,. ,
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS c (2) 10' RcP 420 1292 so I,oo ao3.o 402.5 50,0 02.5 50,0 38.0 23" 3s" class 1 ,~~s,,~~ SWIFT CREEK TOWNSHIP NORTH CAROLINA
- FL000 STUDY WILL BE REQUIRED FOR THE ROADWAY, ARE STABILIZED COMPLETELY, CALL FOR INSPECTION W/HEADWALL
- THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OF INTERSECTING BY ENVIRONMENTAL INSPECTOR, ' ~G WAKE COUNTY P.I,N. 0782-1s-5306
STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF 10. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS 0782-15-2470
THE CURB, NO DRIVEWAYS OR PARKING SPACES SHALL ENCROACH SILT FENCE, SEDIMENT BASINS, ELT., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS, ALL REMAINING ZONED R-R WITH .0782-15-4379 ~~~B~Og SECONDARY WATERSHED
ON THIS MINIMUM CORNER CLEARANCE. _ PERMANENT EROSION AND STORM WAT R C T VI OF TH E ON ROL DE CES ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULL WIDTH E , 4.0 ACRES STEWART-PROCTOR, PLLC
RIGHT-OF-WAY CLEARED AND GRADED WITHIN 50 FEET OF ALL STREET SUCH AS VELOCITY DISSIPATERS AND DENTENTION PONDS,
INTERSECTIONS, SHOULD BE INSTALLED NOW, ENGINEERING and SURVEYING
IAATIJIAI TUC CIhIJT TDIAAI(~ICC CWl1UTA1 f1Al TLlIC DI AAI AIf1 hf]CTDIIf`TIIIAI RGTUlC'Cf~ 19 IAILICAI VC/~CTATI/1A1 L1AC ?C/V1AAC Cf`TA~I If`L_1Cf1 /~AI1 t'/1D ~s~o cueon~In~rc anen culTC Ana ``1
rn11nly II IL JIVIII IIV 1yVlLJ J1wnly WIN II Iv I Lnrv, Iyv WLA VI\VVIIV- I- I I. tYF1LIV VL.VL.I/111VIV fIHJ OLIJVIVIL. CJ 11i0 LI0 fICV, VIyLL FVf\ V-- IVV RALEIGH, NC 27603 ll--~
2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE FINAL INSPECTION OF SITE BY ENVIROMENTAL INSPECTOR. LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED 100 50 loo 200 TEL. [phone] FAX [phone]
12. OBTAIN CERTIFICATE OF COMPLETION TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. DATE 05-08-08 SURVEYED BY JOB
- PRIVATE DRIVE INTO LOTS 5 AND 6 WILL BE ABLE TO SUPPORT 75,000 LBS. SCALE 1"= 100 ' OWNER;
R. KIRK LEONE BUILDERS SCALE 1"=100' DRAWN BY
5832 CARRIAGE FARM DRIVE DWG, N0. RALEIGH, N.C. 27603
PHONE # [phone] REVISIONS; LK-TRYON3-PRE

- 440
arrsx~rrr
NOTES. IJ
- PRESENT LAND USE IS WOODED,
~ -STREETS WILL HAVE A 50' R W, ~ / NOTE; THERE IS NO EXISTING IMPERVIOUS FOR TRACT 5 (RESIDUAL TRACT OF 5.36 ACRES N/F / ~
-ALL CUL-DE-SACS WILL HAVE A 50 RADIUS NOTE; A Y 5.36 ACRES\ , i ~ RICKARD PRESIEY / ~ ~ ~ ` ~ ERNEST & DORIS i ' 'I ~ ~ TRUELOVAPRESLEY _
-ALL RADII AT STREET INTERSECTIONS ARE 25 N PROTECTED TREE MUST BE REPLACED WITH A RATIO OF 1; 2, ~ ~ r I '~D,B. 7799, P6, 120 ~ ~ 4 ~ __1 6.~;~1998~ PC, 839.,. ,
o rn ~ N -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ w ~ DEPARTMENT OF TRANSPORTATION STANDAR DS \ ~ ~ _ ~ PIN; Oj8Y.-24-8600
~ ~ ~ -WATER SYSTEM WILL CONSIST OF INDIVIDUAL WELLS, ~
t- -SEWER SYSTEM WILL CONSIST OF I STORM SEWER -PIPE CHART Q NDIVIDUAL SEPTIC SYSTEMS, DISSIPATOR DESIGN , ' . ~ ~ ,i
~ ~ z cn -ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED PIPE TYPE DRAIN 10 INVERT INVERT SIZE ' w WITH DURING CON T T Q LENGTH SLOPE
o cn > S RUC ION SIZE AREA CFS FEET IN OUT LENGTH WIDTH D50 LI Q -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH Ac FT FT D50 LINING ~ ~ ~~.1 '~1 , ~ -
DURING CONSTRUCTION
I TRYON RD. S.R, 1009 _ I ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED D 30" RCP 14.45 34.28 50 2,00 412,0 411,0 20,0 7,5 13" 24" 13 24 CLASS 1 ~ N ~ ~ I ~ ~ ' ~ ~ ~'~-.__._i ~
TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL E 18' RCP 2,65 1415 " I 50 1,00 413.0 412,5 9.0 4,5 6 24" - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND 6" 24° CLASS B 'I , ~ ~ 'I ~i ~~a~ ~ - ~ ; /r ~ i ~ + -
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR UANT TY I Q I TAKEOFFS. 1 , ~ -
_ -CONTOUR INTERVAL IS 2 / ~ RESIDUAC'`iRACT,~~IZE f 6.81/ACRE~ ~ - ,I i i `I ~ 1 ~ ~ ~ ~ ` ` i i 'I f t ~ + t , t t
_ ALL WORK AND MATERIALS SHALL CONFORM TO DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS T r i ~ II i `i are \ \ ..,i' i / ' ~ +f + + + +
DRAINING 4 ACRES OR 4 LOTS AND SHA HE STANDARDS AND SPECIFICATIONS OF WAKE LL BE SHOWN ON THE COUNTY AND NCDOT, THE CONTRACTOR
~~TE CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER , E SUCH AREAS CAN BE DETERMINED AND HAV SHALL OBTAIN A COPY OF THESE STANDARDS
BA LEY S LANDING BEEN FIELD VERIFIED PRIOR TO CONSTRUCTI N - BOUNDARY INFORMATION TAKEN FROM SURVEY BY THIS OFFIC . 0 ' / ~ ~ ~~l ~ ~ ~ , ~ ~ ~ t + + + + , ~r + _ 1
PHASE 4 E - NO LOT SHALL HAVE DIRECT DRIVEWAY ACCESS TO TRYON ROAD
. -RECREATION ORDINANCE TO BE MET VIA F LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE VICINITY MAP EE IN LIEU.
- NO FLOOD STUDIES WILL BE REQUIRED FOR ROAD CON T PIPES AND EROSION CONTROL DEI/lCES MAY VARY
N.T,S, S RUCTION - OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOA, TO BETTER CONFORM TO FIELD CONDITIONS. 128 ~ 2'31 ~1 i ~ Ga,, + + + + t
- NO PROTECTED TREES WILL BE WILL BE REM V 0 ED WITH THIS CONSTRUCTION.
50' RIGHT OF WAY 546/ 2550 ' 554 r' I ti +~.t~,~ + ~ + / + + + ~ + ~
8' 20' PAVEMENT CL 6' 6' ' J ~ J % i it + - + + ~ + i + ~ + + ' + ~7
10' t 0' t~4• Pca 1 1 /2" SA NOTE: r ~ ~ ~f ~ ~ ~ I'' i ~ `1 t \ ~1~` -F t '-F. ~ t t ,'4 t i t t t + t + Z ~ ~
'•Re LIMITS OF F, E.M.A. 100 YEAR FL000 HAZARD AREA BASED }t• h
' 2• ON F,E,M.A, LEGEND COMMUNITY PANEL ~ 3720078200 J ~P~' g" AgC ~P DATED MAY 2, 2006.
CUT NOTE: A
FILL STORM SEWER PIPE RESIDENTIAL STREETS TRACT IS LOCATED IN THE RURAL -NON CRITICAL ~ / ~ ~ / ' t ~ t i t t ~ + t \ t * t t ~ tJ t t t l+ t t t
AREA OF THE SWIFT CREEK LANG MANAGEMENT PLAN ? DIVERSION DITCH
AND IS LIMITED TO 12% IMPERVIOUS SURFACE COV R TYPICAL CRO5S SECTION E AGE % v ~V~j ~ : d~ ~ ;k~' +,i + , i20T+~49 + + 4 t i ' + ~ + + + + P~ t + +
WITHOUT STORMWATER DEVICES AND 30% IMPERVIOUS -sF- SILT FENCE NTS WITH ST ~ SOD ~ ~ - +~9+ t.-•~ + ''-APEgI 5P~4CE+ + + + ! + + + + + + ~ F,\'+ + + ,i~' +
ORMWATER DEVICES." J ~ ~ + + { ~,-'t~~ ~AIL~Y'S~LEANDING+ + i + } + + + + ~~~F~ + + op+ +
GRAVEL CONSTRUCTION ENTRANCE
p .~i' ` + ' + f/ + _I'.-"~ + t•~ + + + + i + F~G.S~ ~0~4-2136 1. I + t I + + + t ' ter' ~ ,'~i" r+---~' t + ~1-..-'~ t + ~ + + t t t t t ~F + 1 t;~.± t t ~ t t + t -I'~'~F;,,'} ~"I'~'+
CUSTOM BASIN _ _ ' ~ " ~ ' /^F t-, t t; t; -'ji ~.'''t t t -fAA~~~ t t 4;_ t + t t t ~ + It l tl t t + + t t + t } +
-TPF- TREE PROTECTION FENCE 1 ~ r
I ' 1 $ N /F " + + + + ~Q'P + ~,,4' + + + + + + + ~ + 1~~ + + + 'fit.' + + + + +
LIMITS OF DISTURBANCE R, KIRK LEONE ~ i ~ + + +
BUILDERS INC. ~ ' I +
PIN: 0782-16-8485 DISSIPATOR PAD
ZONED: RR ,4'
N F + / N F
ANTHONY & / - ' / R, K RK LEONE t.' T t t t t~~\j~ + t t t + t t ~t t t,~~A / ~r ~(~Q cr- ~ ~ + I ; 1
JAMES MARIA LUSTER - - ~ ~ + - C & BOIL RS INC, - C~ ~ K MBERLY -t~P( RR ~ PIN: 0782L16-9617 ; ~ t N/F _ % k~ :4 + ;4 ; 1 S. E - 4~~
,j , i ~ , B!}ILEY'S LA DING ~ PIN: n- 16=9048• _ _ '~,0 , . J ~ i PIN:' Q~82-17-9040 ~ ~ ~ - i . ,
_ ~ - 1 _ , _ - ~ + + _ - ,'~ZON Q:--Rfi - I ,E _ - ~ 'v, ` % I ~IN( 0782- -0~'6 F t~ + ~ + ; + + + + + + + + + + + + ~ + + + + + + + ',r''+.' +1 ~ ( I ~ FEMA JA'b YR,,FLiTbD -U~4T ~ ` ~ ~ ~ ; ,~r`\J`,,
J 4NED:~ + ~ + + + '•-R. 1(IRK-tEON)r-'' - / ~ + + ~ + ' + + +o + + + + + + t-~ d'~'+ •~81~a~+ 1 x'11 ' ~ ~ ~ ,1,,`~\~ \I t~, t I ~
- ~ , - t ~_BUiLDER3 fN~C. , +.-~~l6C + + + , + + if" 2'3'1 , t _ - _ _ t_.,-4" + + +
, - - _ MF E =`',4~. ~ ~7 + - -1~--897 + + ,r"' i+ + ~ - t + t .r t t t t + +~.1-'~t~i~.~4 ~ t + t fi ' 1--~ ' ~ ~"r I ' ~ I~~ ' r I -h'4D,tDO ~f ~ ~ ' ''~I v1+~. ~ I APPROXIMATE LOCATION.
, , r' I ~ ~ l~ + + + + t t + .-d-- t t } i='~ t t t_ ---i°' t t + + t + t + l'+~__ f-''+?''' + ~-:~F%' ~~t + + + / ~i~ ; i 1 U I ~8 ' I 1 Y ~1 y ~ i i i
i r _ ,,'2 _ , 85,813 Isf 1, ,t ,I + + --~---f' + + + ~ ~ ' ~ , ''i--- ~r--~ I i ~ ,I' 00 s'`, \ j~V~ ~ 1 I N~USE RIVER RIPARIAN ~UffEA - b - , ' ~ I 1_ ~ ,~8, 3 S1 , I / ll t \I , ~ ~ ~ IDE OF CREEK + + + + -I~ + , 1'~; MFFE ~®~,Z p i 'MEASURED FROM BANK OF CREE
j ~ ~ \1,9~,aC5, \ 't + + + + +FS1 + + f'~+ fib + + + + + + + + + + d % ' 42''f6G,''sf 'ter ,-h ~ / + + - - + + + + + + + , / , l~ - ~ ' IS'TORMWAT R I i HI`~ 1 , a,00 's ~ ~ '1~'~ ~ I ~ ~ + i
i ' i I FF ~ 399,J~ ~ y 'I . ~ a' I ^I
n" + + + _ ~ + + , + i 8 s I cusTa ~l + I ~ rJj ~1,, AIM r . I ~ ; ~ ~ / i X46' ? ~ I ti'' I\ i i I I '~EE~ET ~ ~ -
1/10 ~o s ~ N p, + + + + + + + + + ''t.-'~. + 6 + + + + + + + ~ , ~~'j'r'~±-''y~:' _ -----------------.i OBE1J 5P-ACE~I ~ ~ N J~ I ~ ~ 1' ~ ~ a ~ 1 ` J
; , ~ ,6 9 sf j / ~ I~StPA70R FAB-~".-__ C ~ ~ I ,ADO ~ + + ' 6 ~ - .S . - _ I , G63EDI pO,Nt. 97 IRS ~ I r ~ ' ,f:~~ t'' s,.~,a, 4 ~ - = - ~ ~'°'~WA~ ~ i ; ~ I, ' ,III
` 1, 2 acres ~ i - ~ ~ ~ _ _ _ - 16 _ , w - _ y r G , ~ I~ ~ I 4I,-f-,, PWr O78Tr15-6379'` ~ ~ ~ ~ ~I 1 , ST 1 a ' ~ ' Z011EU: R-4OW ' A aGE~1ENT~',` ~ / ~ I~1 I ~
$ANdEYS+LANDINB + + + , , - I ',i i ' - - _
, _ - r - ~ , I ~r ~ ~ ' ~ ` r~ ° 1`~i0~,4T¢ 9f ~ I I ~ it N/F -->l - ~ ~ ~ N I ~ i - ~ ~ 1 I' I ~ I fRANCiS ' ~ , I ~ 69t ~ ` Ili ~..I 1 Rk~1 W'
1 . - - ~ h - - ~1i i'?i j '~/y ,,''i~ _ ~`~V 'p~O,0,L00;e 1 p\ ~1 SPA LNSON NEIR$ 1' ''ID'.:r7a' SI6`MIT ~ - - 1~ 1'~ I r,/ ~ ~i~ ~ 6 I ~'j~ MF~,E a ~9~,2 N~11`. 8~94,5PG: 2197
' S1GWf ~TRIAy6l-E-E1,SEMENt m ~i. ~ / ~ --4' r,* - - TkIAN~ES ~.--~`r" I f 1 ' r % / I '',I ` ~ ~ 1 I I ~ '~,J ~
, - ,
1 + _ ~ / ..~a4 ~I 1 . P _ + - ,~Op)iN'SPACE-'-, ~ - , s , ' ~E III I,\ ~ I , - _ 1
p 1 ~ ' 200/ i cus ~ - - _ sT.- - ' _ ' BASIN +1 ~ - r' I , i
. ~ - i , . _ , r , . ~ - -~L~ ~1-~.~.•~ c 4 f,.? - li•'.'_i 1 ' i ~ ~ ~ ~ ~ 'V \ I ~V ~ ~ \ ~ I I ~ ~ 1 I 1 ~ i ~ ~.I~ I ~,I ~ +~i, ~V ~ ' ` l
t Y? ~ - - _ - - .,f / k% % 4Q,2.1$-~9f--- I ~t X0,0 0 s~ ' I~ 1 --14 ~ _ - - ~ 144 \ ; ~ ~ i ~ ~ ~ ~ /'11~ ~ 0,000 s ~ \~I OA e \ \ 1 I i
r~ n~~-~ ''I T P 1 --4ti- " C - - - f ~ "~'1 r _ ~ ~ . \ ~ (i~ ~ MES F. WHITE
t 0 OF BANK ~`oo, -~S - y ~ 1, - ~ ~ , i , ~ ~ - , ; ~ mil, ~ - ~ ;~~d ~ _I ~ 11 ~ i'" i~~ _ _ \ I I 1 ` r i ~ , 8$,-, , - / l-`~, = ~ _ ~ ' ~ ~t~.___..~D:B. 1365, PG 250
'~a ' t ~ ' - I F - . ,--mot? - - i~ -1'-',..----'~ 1
~ t - a-- ~ r _ ' ' C 1 _ ' 1 ~0' ~ I I 'i' i ' ~ -~!i _ _ --1-46-----_-_ - ~ ~ ~ .C.. .a-• -r.. - ~ ~ ~ ,,I \ ' } f', 643,72' ~ ,1 `'a ~
_ 81 ~ 1 ~ I ' I - I .1', 'd 13 .l I , ~ , 5k''PUBLIC ~/W ,
\ ~ I , _ _ ; I - _-T-_ I ~1 ~ ' ;I ! ( ~ ~ ~ ,-15ROPSED ROAb L-2'' z'~' '(RE VEG~TATICIN ! ~ ~ II
I I ~ - I ~ ,LOT LINE{ I I / I --1--; 1 -j ~ - ~ , ' I I I ~ I it ~5922~ II ' ~ ~ I ~ ~ ~ ~ ~i y j /60';iSR~INP,6EWAY ~ ~ \ I, '"T, ~ I ~ ~ o~oaa s
5 20 TRANSIT EASEMENT I _ ; OR,I LqT ~ , tJ -'I -1 - -'C` / ~ I I - I 12 ; I ,i ~ ~ ~ ; ~ .''BLIFFER , _ _ - SITE DATA TABLE -PHASE 3
_ i _ I I ? ~ ~ ~ i i I i I ~35' 6' 1 'yl % hN... 1 1 ~ ~?,~R ~ , yr ; ~ iii' i' ~ I I ~ I -
h, 1;1 ~ ~ ~ ~ 'i ~ ~ ~ ~i 1 ~ ~ 41 T.5 I M I~ IN - ~ I I O I a~,355' s>; i I~ °I , , ~jl ` % ~ -TRACT SIZE = 22.59 ACRES , I I' I 47,640 sf II ~ I ; o0o sl )I' ~ ~o;~~%' I % _ -AREA RECOMBINED TO 22 ACRE TRACT TO THE SOUTH = 7,42
B• Aec ' ~ ' ~ ~ yp~i ''TviFFE - 418.6., , I - ~ I 1 a I;I $ I ,cf N ,1-%" I I 1 / \ - ~ , - - , - ~ , 5 ,324; sf; ! -TRACT TO BE DEVELOPED = 15.17 ACRES
1 1 7" Si9.5A SUPEAPAVE ASPHALT v ~ ~~,(;m`,t 1 I --VA I ~ , ~ ,-~-,'.~-11VtFF _=-•417.5 ! ~ I 11 I / •''1 41,674.•sf I I 1 ? i I \ d,CS. I I 40 04 4f I ~ . secnonl A-A ',h)''~ - ~ `t l II 1 4Q,013 sf I,' ~ I I >74si II II o. o s III; ;k/~~ ;fry°' ;~/jf N N/~I ~ r, - N0. LOTS/UNITS = 7 o'k'BUILDIN6' SET®'ACrc - i i ~ AVERAGE LOT SIZE = 1,97 ACRES
„ , '"i _ -,l'7 422 s~- \ , ~ .II ~ i t, P ' ,o. TC~ ~ -5- .a-._ - ~ ~ ~ I d I 'I- 0,000 a 3,ooos '.i II ,f I /WATEB`S~/PBLY' ~ , , ~ ~ r - 1, I INVA~RSHEIS , ti's ~ ~ JAMES F ~I -MINIMUM LOT SIZE = 0,97 ACRES
1 t ~ yam' ,.$OI~.DABL~ AREA ; ~ ;I I , o,oao I I o, ~o g , fi85;~$3- s ~ ~ ~ ~ I;~ 1 SYMMETRICAL CUL-DE-SAC ~ '~l . v, ' ~ ' r _-Q,TL; ~
~ , , _ ~ . IL_ __.Y ' 1 ~ ~ ; ~ _ I , - WITH NO CURB AND GUTTER ~ ~ ~ _ i _ _ _ 'k II ~ = ' j O,B. 10354, Pc aso -LINEAR FEET OF STREET = 1,344 %I ' ~ ~ ~ ~ / -AREA OF STREETS R = .5 Ac.
, NTS ~ ' I - \ ~ - - _ \ ~ i 159'! ~ , t----- =T fir-:,/ ~ : : 'a~5 -DENSITY = ~ /W) 1 4 - f-; -±-1-~ ; PH. 3 7 LOTS / 15.17 ACS. - 0,46 UNITS
„ _ , , 1 _ _ . ~ 2 ~ t 2`'- / , ! 14 ; ; ` 1' / -MAXIMUM IMPERVIOUS PER LOT ALLOWED = 6,213 SF,
_ _ , _ ~ 125;22 ; i13 v ~ I ~ ~ 9.97 48.07 , NOTE: ;:~-F;,,.--- 't ~ ; ' ''11.25'' ' I ~ -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7,820 SF ' ~ ! ~ I ' ,71, ~ , ' -TOTAL SQUARE FOOTAGE OF IMPACT ACROSS BUFFER = 7 $20 SF
„ - i j J NO D T J _-__~_,CREGORh,J,`~~t\'` 1 C~AUDE, V1, JR~, & N F~ ~ N F E ERMINATION HAS BEEN MADE ,I~AARP~IE SCk+ATt ` ~ . l ~ I ; MICHA~L'W. & (MICHAEL S. &rSHAN,~ ' ; N/F RONAL© D;' & CTORIA WEBER PRICE / i ~ '
; ~ ---JACQUELIN~~A. S~,AMBTER'`\ \ I DORE~`N',C,'~MEQLIN j T Y T \ _ F BY THE SURVEYOR AS TO THE - ~t\ I ~ HIM S C. BURN~1'TE ~ PIN: '782 "PIN: 078 --16-0795 - - ~ ~ ,1 ; aEL S. &r'SHAN, IKON L, DEATO ~ P(N: 082-15-0351 f ~ ; 'l ~~2,5' TREE VEGETATION -ZONED; R-R WITH SECONDARY WATERSHED PIN: Q'782-1\5-0560 ( r ~J ~zONER: R-40W ~
2 ~ \ ~ pIN 0 82 1 -49641 ~ , PIN: 07$2-16--0393 ~ ~ ~ i, ~ ~ 5 ' pIN: 0, -1 - 1 ZON D: R= EXISTENCE OF THE FOLLOWIN ~ i - , ~ ' , , 82 5 p~5 l G, ZONEfS: R, 40W • ZONEQ:~'ft~ 4DW~. ~ . ~ ~ 7ON~D: '~R~40W l ZON D: R-~40W ~ ~ ~ / ~ Y~~ /AND PROTECTION ZONE
, \ / ~ - ~ - ` ~ ZONED: R-,4UW , ~ 1 S°~~ a~~ SITE DATA -TOTAL -PHASE 4 ~~°P o ~
WETLANDS qy ~ry -TOTAL TRACT SIZE = 22.98 ACRES
- 1 UNDER GROUND UTILITIES o^~°~ -RESIDUAL TRACT SIZE = 6.81 ACRES
- UNDER GROUND STORAGE FACILITIES 1 - CEMETERIES OR BURIAL GROUNDS 1 y~,Q~~tio`' -DEVELOPED TRACT SIZE = 16,17 ACRES ~ -OPEN SPACE = 1,50 ACRES
- HAZARDOUS WASTE WETLANDS ,,,,t~,,,,,,,l,l - NO, LOTS = 11
CApO 'a,, °"°"m,, -AVERAGE LOT SIZE = 1,36 ACRES
BUILDING SETBACKS + + ;~~,o; •ESSio•.,'1~ qp0<li''% OWNER: -LINEAR FEET OF STREET = 1605
100 YEAR FEMA FLOOD of ti.•,y WAKE COUNTY R-40W ..oe 9~., 'r0~'~~~ RKL OF NC LLC -AREA OF STREETS = 1,75 Ac, 9~'; ~ 5832 CARRIAGE FARM DRIVE
SEAL " PRELIMINARY PLAT. NOT FOR RECORDATION _ MIN LOT SIZE ALLOWED - 4o,ooD SF ILL RALEIGH, N.C. 27603 MIN LOT SIZE PROPOSED - 40,010 SF
100 YEAR FLOOD LINE 22o2a ~ - HATCH AREA DENOTES FLOOD HAZARD SOIL FRONT 30 )2a ~ SALES OR CONVEYANCES PHONE # [phone] -MIN LOT WIDTH ALLOWED - 110 FT
SIDE 1 ' AS ADJUSTED WITH TOPO, 5 ;
REAR 30' . n, ;.,,+clr~~,.• r1'G~Q;.,~';~' SHEET 2 r~~~~``>'G STEWART-PROCTOR, PLLC DWQ OVERALL SITE PLAN FOR
NQTE: _ I BEFORE ACQUIRING A BUILDIN P R T _ G EMI FOR LOTS MARKED WITH AN ,THE BUILDER ~ / I/~ r--"`~ ENGINEERING and SURVEYING n~„ rv~n , . ur,,.,., ~
MAY NLLU IU U131AIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY NOTE: r
ENVIRONMENTAL SERVICES.THE BUILDERS ENGINEER, ARCHITECT AND/OR SURVEYOR T (AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. HE ROAD SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB ROADS THAT 100 50 100 200 D 319 CHAPANOKE ROAD SUITE 106 QHILL I ) LRNUIN J 4 RALEIGH, NC 27603 LOT BY LOT SUBDIVISION
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE ARE INTENDED TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE TEL. [phone] FAX [phone]
C~ AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT PROPERTY IS DEVELOPED. THE INTERCONNECTION OF NEIGHBORHOODS WITH A ROAD i13 lr~ - DATE 04-24-08 SURVEYED BY ACAD FLK-TRY OB SWIFT CREEK TOWNSHIP NORTH CAROLINA
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY NETWORK INSURES THE EFFICIENT FLOW AND DISPERSAL OF TRAFFIC AND PROVIDES FOR SCALE 1°= 100 WAKE COUNTY AND/OR F.E.M.A. ADDITIONAL POINTS OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES.
SCALE 1"=100' DRAWN BY MLS N W AKE COUNTY P.I.N.
G. NO. 0782-16-5306 (PART) 0782-15-4379 0782-15-2470 0782-24-0743
REVISIONS. LK-BAILEY-4 ZONED R-40W

0' RIGHT OF WAY IMPACT SITE #2 22' PAVEMENT , #2 TEMPORARY MATTING SCHEDULE
6 6' 6' 6 LOCATION, 4UANTITY, AND PLACEMENT OF DRAINAGE cL 11, ~1~K~?x LINEAR FEET OF R FEET OF STREAM 139 LF STA, 10+40 LEFT SIDE L-1 TO STA, 16+00.21 L-1 INV, PIPE A
PiPES AND EROSION CONTROL DEVJCES MAY VARY -"'ter ~M IMPACT AREA .01 AC. STA. 16+00.21 LEFT SIDE L-1 INV. PIPE A TO STA. 17+69.99 L-1 INV. PIPE B
~h•PEaFC 1/2 I-2 TO BETTER CONFORM T F! STREAM IMPACT 0 ECD CONDiTrONS. a~ ,,~,F~. '"aER~, WETLAND IMPAC' AND IMPACT AREA ,02 AC. STA. 19+26 LEFT SIDE L-1 TO STA. 17+69,99 L-1 INV. PIPE B
~ ti P . r a. .r ~ INTERIOR BUFFET IOR BUFFER AREA (ZONE 1) 7,606 SF STA. 21+77 RIGHT SIDE L-1 TO STA. 20+03 L-1 BEGINNING OF ENKA MAT
8" ABC cuT cuT ALL WORK AND MATERIALS SHALL CONFORM TO EXTERIOR BU
FFE THE STANDARDS AND SPECIFICATIONS OF CITY ~IOR BUFFER AREA (ZONE 2) 3,195 SF C-2 STA. 10+91 LEFT SIDE NATIVE DANCER DR. TO STA. 12+12.20 INV. PIPE A ~r stA. 18+45.23 L-1 STA. 10+46 RIGHT SIDE NATIVE DANCER DR. TO STA. 12+12.20 INV. PIPE A
OF RALEIGH. THE CONTRACTOR C-1 ~ = 5T33'r8"
RESIDENTIAL STREETS SHALL OBTAIN A Y COP OF THESE STANDARDS Pr srA. 15+33.20 C-1 OR R = 275.00' t = 151.04' ENKA MATTING SCHEDULE (PERMANENT)
TYPICAL CROSS SECTION PRIOR TO CONSTRUCTION, = 1 ~ ~ " E SHEET ~ F 1 ~ 3 49 46 SE R = 300.00' NCER DR. L = 276.24'
N TS NATIVE D T = 36.38 LIC R~W CUSTOM STA. 20+03 RIGHT SIDE L-1 TO STA. 17+69,99 l-1 INV. PIKE B
IMP T C = 72,41' 50 PUB BASIN 4 AC SITE #1 #
0 ~ 38' X s3' CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BASIN SIZE WEIR
LINEAR F T - EE OF STREAM 7.5' X 25' ~ ~ OISSIPATOR PAO BASIN AREA (Ac,) Ac, REQUIRED REQUIRED PROVIDED L x W x D LENGTH
STREAM IMPACT AREA - oISSIPATOR PAo CB #1 9,26 0,60 1,089 cf 10,665 cf 21,756 cf 14Tx74'x3' 23'
WET I ~ ~ LAND IMPACT AREA 0,06 ACR ES ~~r ~ CB #2 0.50 0.50 908 cf 944 cf 1,936 cf 44'x22'x3' 10'
~~INTERIOR BUFFER AREA ZONE 1 - BAR, 4 ~ ) 2 CB ~3 2.10 0.50 908 cf 2,705 cf 5,476 cf 74'x3Tx3' 10'
PAVEUeri ou~oeR .o EXTERIOR - - BUFFER AREA (ZONE 2) > YAOTN oT~ ~ oo - CB #4 0,89 0,55 999 cf 1,412 cf 2,916 cf 54'x2Tx3' 10'
5M o -0 16 _ I fJ /4"/~ "0 -o s 0~"' INSPECT BASINS AFTER EACH RAINFALL OGCURANCE
°R k, 0 m ' PrJBV~ ~ SITE 2 ~ ~ , '"C Z , ~ BASINS ARE TO BE CLEANED AS NEEDED
a 15 D ~ \ 3 ~ DEPTH WILL INCLUDE 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
R \ F-5F ~ INTO AN EROSION CONTROL DEVICE n 79
~ F SHOULDER SECTION ~ 00 ~ n ' ~00 ~ STORM SEWER -PIPE CHART
o \ ~ , Z, 1 ,H' DISSIPATOR DESIGN
DRIVEWAY TURNOUT GRADES ~ ~ l,~` ; , o \ , " Z INVERT INVERT sIZE ~ PIPE TYPE DRAIN Q25 LENGTH SLOPE \ ~x°'k SIZE AREA CFS FEET % IN OUT LENGTH WIDTH D50 LINING
o a , f~
D ~ , ~~GEND o ' a , , ~ a , 13~ ~ :>r " ' ' O ~ ~ AC FT FT
s (n; ,O i - 0 Q A 30" RCP 9.27 29.32 60 5,00 412.0 409,0 25,0 7.5 23" 36" CLASS 2
F , A , STORM SEWER PIPE CUSTOM B (2) 10' RCP 460 1415 60 1,00 399,5 398.5 63,0 38,0 23" 36" CLASS 2 ~ ~ ASIN #2 W/HEADWALL
' , 0 , C (2) 10' RCP a20 1292 60 1.00 403.0 402.5 50,0 38,0 23" 3s" CLASS-1
DIVERSION DITCH ~2 ~ , ,'W Op W/HEADWALL
SILT FEN ,
F ,
GRAVEL CONSTRUCTION ENTRANCE ~00 ~ ~ -,t, 'fib 15' STREET
S ~ . , F k~~~ ti TREE YARD ~ Q \
} - 0 CUSTOM BASIN F , ~ , e~ ~ ?
F ; p n' ~ ,
TREE PROTECTION FENCE ~ F ~ S,li'E , u ~ cn , ~ , ~ ~o0 11
J II . in ~ O D w . LIMIT F I T ~m ~m - ti00', S 0 D S URBANCE a ~ •r~se` " CUSTOM ~ M BASIN #3 / ~ w
z ~'~y W ~ ~0 RIVES BUP~ER, 38' X 50 • m \?2 00 h x~
q DISSIPATOR PAD ~ N~ , DISSIPATOR PAD ~
o , m , / ~ N C7
T> ~ ~S n i r;
.1 ~h~ o N
100' USE / °i!~ / ~ 4' 20 PAVEMENT 4•
RI BUFFER 10, CL 10,
m v,. 1/2" I-2
1 N ..t-30' ACCESS EASEMENT .
+ I • IMPACT SITE #3 I , ~ 4ER ft ~ t PER Ri
' J _ LINEAR F ET OF STREAM 140 LF 6 I ti~P~ 8" ABC
CUT CUT ~
STREAM IMPACT AREA ,01 AC.
C~WETLAND IMPACT ~ AREA .30 AC. PRIVATE DRIVE TO SERVICE LOTS 5 AND 6
INTERIOR BUFFER AREA ZON 1 6 F ( E ) ,032 S 7 TYPICAL CROSS SECTION PVI STA = 21+95,06 NTS
EXTERIOR BUFFER AREA ZONE 2 2 310 SF ~ )
PVI STA = 11+86.75 PVI ELEV = 428.49
~ O ~ , ' N PVI ELEV = 422,50 I , 434 A.D, _ -5,66
_ o m A.D, = 3,50 ~ i i ~------------------..L----- K = 45.96
~ , , , , , T________________ _______i. K = 45,71 ~ ' -----------------r------- 10' dAMEIER PIPE
432 i r------ PVI STA i i ~ ~ ~ r'-'------- r - T_______. r.__. 1___________ r________ - - --~-------------r------ PVI STA = 18+95.01 ------~-------------------r------- 26D.00' VC ,
, , ~ i I r___________________r_______ r_ PVI ELEV - m 160.00' VC ' __________T___. _ _-_.__._.___-____I __._.___T_____._____________~_._._. __-~_______.._________._r_ - PVI ELEV - 415.42 ~ - ~ ; 00
430 - ~ ~ ~ i ~___________________r___________________~____.___________.___i.______. _____.__________T_______ _r_ A. D. - r_-___-_.-. r_._____ ' uz n~ _ A.D 5.36 -N -------r-------------------.--------------•----,---------- - . - ~ r i ~
~ O ~F ' ________r_____.-. ~ _____________1..___._-___-.______r._.___.-..
K = 46.67 o ao j-~- ~ ewsiRao caouRG ' CV W ' ........................0....Q.......,.~. k
_ ~ ~
- ~ ~ ~ ~ ~ 250,00' ------~-------------------I- ~ --'1 426 ~ ~ ~ ~ ~ rv ~ Z - ~ ~ ~ , ~ ~ , ~ i ~ 250.00' VC ------~-------------------~---e`r- -~-m- -m~---------~..------------. j-------~----- PIPE eualEG Y ?oR ca~REre ro
_ ' ~ v ~ I .r, W- -:il---------~--•--•--•---- A i AWAiIC UFE PASSAGE MAMTAIN NA1URAl U ~ S~A pY,~p1~ -------•-A- AS PER NCD01 STMIDARDS, W
424 - --------------~------------•-------~--U-- ~ 1t ~----------a--•---- i i , ,
~ ~ ~ -~-----._._..t-. d i i ' i
422 ~ -b---------~-------------
~ - a - ' ~ ~ i i ~ ~
420 ------~-----...-----------'~------------------~-----------...-----1--------------------'-------------------- - , _1,009; ~ i i i i .i
- - - - ! i - ______J..____. __\_________-______L_________________._1_____..____________J________________._. _l_______.... ._._._____.-____.___L _______.________.1___.______ J..____._..___.____.- 1______._._. _____________l____._. ______.__._1__..._ .1.___. J._.___-__.._- / / i , i -._..._J___________________ _l _..__.L. __J__. I-. .L_____
______1._.___. 1__.__. L.__.__-___~~ 418 ~ ~i ~ ~ , , ; J _____________r_.._.____ .
~ I , , ~ _ I I i - I , ~ ~ ~ ~ ~ i ____r 1_.___ __.._.__.________._r_________
~ i i , _ _ i___________________~ I ~ T _ _ _ _ I ~ i ' i ~ , i ~ ~ ~ ~ ~ -••r---°•----- r r--- ----r--•--° r
0 ' ' ' ' ~ I ~ ~ _1 i r__________________T______.__.________~_____ _ ~ ~ , , T____ _~_..._______1_____ ~ _ r________ ____r.._.._ _..___.__i_____.__.____.____ _ w O Q
O 1 1 I ' i... _.___i i i , i i i i ' 414 -a=---------------••---•--.,..------------------r----•--- - - ~ ' - T -R- \ \ ~ az-t~-- - - - - - - - -r•----- ------------i--------i----------,------------- ' / a F ~ = UTILITY INSTALLATIONS AND OTHER PUBLIG
-Z---------------------------------•----------~ ~ ~ ~ ~ - ~ i y-- I 1 ___r___________________ --e..a i i ~ ----------,-----•--r--•-------,.-.---•------ i i i o a. FACILITIES INCLUDING SIDEWALKS AND HANDICAP 0 --------,--f~--------------;---•----------------------------------~-~-Z- ~ + z RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
r" ~ - y~ t i 412 ' U ff~~ i ~ I -
----MAC----•------------ ' ~ ~ ~ ~ ~ u W- r _ y_ j?_ ~-------------------~------..._-------.-~.N-Z_ Z N Z AS SPECIFIED BY CITY CODE. THESE FACILITIES / ~ o a HAVE BEEN APPROVED BY THE CITY OF RALEIGH
410 - -----0.~•-------•--------- ~ _ d ~ ~ ' •------------------•--•--,-------------i O N ~ ~ ~ - - - - - - - ' 10E}-~tIR-HfW---~----~-----•-•~---- - --••••------•-----'----------------•--~-q w ~ d ~ AND SHALL BE SO INSTALLED UNLESS A CHANGE ; -------------------~---~El.~~fA-TION--=-414:58~---------------------------~-------------------,---._.-------------~y.r_.. z N
/ _ , ---------I \ - ~ ~ ----°-------O-O- - O - - - , , ~ N ~ ~ } IS AUTHORIZED BY .WRITTEN APPROVAL. PUBLIC - - - - --a-.----- .
O O ~ ~ ~ ~ ~ - - - - -----------a~ I I I ~ 1 I r 408 -a- ,5------------------~---------•---•------~-------•-----------~--------------------~------------------•-;----------------•--a-------- - -`i- - - - - ~ - - - - - - - w w SANITARY SEWER EASEMENTS ARE TO BE RECORgED -•------------•L~----- J- m J ' ~ ~ ~ ~ ~ PRIOR TO FINAL ACCEPTANCE, f ~ m
,w ' - - - .a .w ,
406 --------------------~-------------------j------------------- -------------------t-------------------i------------------~------------- ' - PIPE B - DOUBLE 10 RCP - _ _ m. TRANSPORTATION SERVICES j----, ~ ~ - PUBLIC UTILITIES
W HEAbINALI . ~ - -----------------._~------------------aN - - 9,~~------ I i , L_____________ I 1 I _J____________________L__.._________..._._i__...____-_--._._._J___-.__.______.__._.4_.__________.._____L..____.-_.._______-J.__...
I I ' ~ ~ ~ ~ ~ INV. OUT = 398.5 ' I 404 -------------------a..----•------------ ~ '-------•-----------~...------•--•-------~-------------------1------------------- -------------------1--------___..---- - -
1~.A. =4'60 AC., . t -r - I .025. =._1~fi0fi.OF~ .1 - - CONSERVATION ENGINEER - pruuiq~
' ~ ~ H 60 402 ~ ~ - _ -------------------i-------------------=-------------------- ' s-- - _ ~ _ ffi31LLJ0__ ~ ~ ~~b !1{~ PLANNING
, LOPE- 1.00•----------------°--~ } MAMTAkINATURAI , •----r'---'-'------------'-°---•---°--------' --------i- i MAINTAkI NAiulru 24"~P~r-MerOli~`~9+j~- slaeA~l wron+ G~~
, - 3TM , ~ i 1 = PIPE BURIED Y FCR - ' ___________________1 ' 'C' 1 i 400 I ~ i----------°----- " ~ r-------- . -----•-------------;--------_._-------•N•- '--38----•------• AWATIC LIFE PASS/, ~ , i AS-PEA~VfflOF3TANDARB4r-r-------•-- r•-•---_._--• ~ ---•~QQ.~ --------•~.r~r
i i , ----i r r--- r----, i----------- 23 CLASS 2 STONE ~ ~--J--'------------- -
I - ' r---------- 398 '--J ~ ~ ~ _ 34374 ; • ROADWAY PLANS FOR SHEET 6 r___________________r_.._____.__.
'r ~ - - ~ i i i i , ~ i r___________________~____. r_____-_____________ ' , I r_________________ i___..__. ---------------r-------------------, r_.__.
r _.__.•___.________y'____________________r._____.__._____.___r___._.. i . . ~ ~ ~ r___________________~ ~ 396 - ~ - ' ~ ~ ' ' BAILEY'S LANDING
-------------------~-------------------,--------------------~-------------------*--------r----------,------------- - PHASE III
394 ~ ~ ~ ~ , '
SWIFT CREEK TOWNSHIP NORTH CAROLINA
392 ~ ~ ~ ~ - ------1--------------------; ; ; _____-.I____________________4-._____..-.._.___._4_...__-._.-. _.___._J..__.-_._.___._.__- L.______-...________L-__.-..-.-.______-_a.__.
DATU,N ELEV ~ ~ WAKE COUNTY P,LN. 0782-16-5306
390, 00 0782-15-2470
N O (0 M~ A7 M ~ O h N n N n 00 ~ N~ N~ ~ n ~ t` r U) ZONED R-R WITH 0782-15-4379. SECONDARY WATERSHED
M O M t0 M O ~M NCO MM ~O Nd N~ N NN ~d dN MO MO NCO NCO N - M N d I~ CO ~ ~ ~ ~ r'~' ~ ~ N ~ n n STEWART-PROCTOR PLLC
d dd d~ ddN d~ d~ ddN d.Nd j.N ~ ~ ~f0 Ot~O Of~O d d d d d d d d dd dd Of0 ~Cp ~O dN t7~ U)~ P ~r ~ ~ ~ •r ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ENGINEERING and SURVEYING C'`
319 CHAPANOKE ROAD SUITE 106
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 RALEIGH, NC 27603
50 25 SO 100 19+00 20+00 21+00 22+00 TEL, 919 779-1855 FAX [phone]
DATE 05-08-08 SURVEYED BY JOB
OWNER;
SCALE 1"= 50' R. KIRK LEONE BUILDERS SCALE 1"=50' DRAWN BY 5832 CARRIAGE FARM DRIVE DWG, NO,
RALEIGH, N.C. 27603
PHONE # [phone] REVISIONS;

50' RIGHT OF WAY
22' PAVEMENT 6 6' 6' 6' C1 LOCATION UANTITY AN P
11' 11' . 0 D LACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL D VI ~ r, •~p~ Ica fr. 1/2" I-2 E CES MAY VARY ~ ~ r1. a~ Fr, TO BETTER CONFORM TD FIELD CONDITfONS, a
~ t" 2 "
8 ABC TEMPORARY MATTING SCHEDULE
CUT. CUT , ALL WORK AND MATERIALS SHALL CONFORM TO ,
THE STAN A D RDS AND SPECIFICATIONS OF CITY STA. 10+40 LEFT SIDE L-1 TO STA. 16+00.21 L-1 INV. PIPE A
OF RALEIGH. THE CONTRACTOR , RESIDENTIAL STREETS STA. 16+00.21 LEFT SIDE L-1 INV. PIPE A TO STA. 17+69.99 L-1 INV. PIPE 6
TYPI A SHALL 06TAIN A COPY OF THESE STANDARDS C L CROSS SECTION PRIOR TO CONSTR T • UC ION. STA. 19+26 LEFT SIDE L-1 TO STA. 17+69,99 L-1 INV. PIPE B
NTS STA. 21+77 RIGHT SIDE L-1 TO 5TA. 20+03 L-1 BEGINNING. OE ~NKA MAT
STA. 10+91 LEFT SIDE NATIVE DANCER DR. TO STA. 12+12.20 INV. PIPE A STA. 10+46 RIGHT SIDE NATIVE DANCER DR. TO STA. 12+12,20 INV, PIPE. A
IMP T T AC SI E PACT SITE #3 ENKA MATTING SCHEDULE (PERMANENT)
1 LINEAF LINEAR FEEL OF STREAM 140 LF STA. 20+03 RIGHT SIDE L-1 TO STA. 17+69.99 L-1 INV. PIPE B
vas. s' s• 5 STREAM IMPACT AREA .01 AC.
" ou~cea SEE SHEET 6 FOR STREA °~r" or" C-4 NATIVE AN R , ~ o cE OR. OWETLA WETLAND IMPACT AREA .30 AC,
P/ STA, f0+35.14 OINTERII INTERIOR BUFFER AREA (ZONE 1) 6,032 SF
~ ,,,e ~ R W -z.osx +s~ ~ = 14'3351 50 PUBLIC
" EXTERI -e,33x _,e R = 275.00 OR 1 \ EXTERIOR BUFFER AREA (ZONE 2) 2,310 SF CUSTOM DRAINAGE DENUDED AREA STORAGE SURFACE AREA STORAGE BASIN 51ZE WEIR
~ T .35.14 ~ ~ ~r ~ZSx L - 69.90' BASIN AREA (Ac.) Ac. REQUIRED REQUIRED PROVIDED L x W x D LENGTH
SHOULDER SECTION ( , CB #1 9.26 0.60 1,089 cf 10,665 cf 21,756 cf 14Tx74'x3' 23'
~ 'pry Oo '~,30' 'ACCES'S, EA EMENT 3 X 50' CB #2 0,50 0.50 908 cf 944 cf 1,936 cf 44'x22'x3' 10'
R 3 D IVEWAY TURNOUT GRADES o + Dl~sl A' D1~SI ATOR PAO CB ~3 2.10 0.50 908 cf 2,705 cf 5,476 of 74'x3Tx3' 10'
DANCER D ~ SEE SHEET 6 FOR , ~ NArivE ~ ,,2 D . CB #4 0.89 0,55 999 cf 1,412 cf 2,916 cf 54'x2Tx3' 10'
o t1+oD - •=~-1-=-~~ L-1 INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
GE D Z - o_ i ~ 50 PUBLIC R/W Q O ~ , 'DRIVE TO LOTS 5 AND fi , BASINS ARE TO BE CLEANED AS NEEDED
...1 r„ ~ W R`,~ s6' IPE PRIVPTE A ~ PU811C R . DEPTH WILL INCLUDE 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
STORM SEWER PIPE ~ D INTO AN EROSION CONTROL DEVICE
DIVERSION IT ~ ~ ~ ~ '~,PT = 15•k o z m .r D CH Q . ~ m a•.> STORM SEWER -PIPE CHART DISSIPATOR DESIGN
~ - PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT SIZE
m , --sF- SILT FENCE ~ ~ = i
+ C o m O , '~j ; ~2+~~~6 SIZE AREA CFS FEET % IN OUT LEFTTH WIDTH D50 uNING ' Ac
GRAVEL CONSTRUCTION ENTR ° ~ D ° ANCE OR Z ~
SNEE ~ m a Pi a o ' - - A 30" RCP 9.27 29.32 60 5.00 412.0 409.0 25.0 7.5 23" 36" CLASS 2 ' ' 30' ACCESS EASEMENT B 2 10' RCP 460 1415
SEE ~ ~ .o , , a g ~ o ~ d CUSTOM BASIN ~ ~ ' " 60 1.00 399.5 398.5 63.0 38.0 23" 36" CLASS 2
L ~ R/ ~ pUB~I ~ -rP~-- TREE PROTECTION FENCE 0 , W/HEADWALL C (2) 10' RCP 420 1292 60 1,00 403.0 402,5 50.0 38.0 23" 36" CLASS 1
5 ~ • ;sslTE~. ~,s ,X 2$ O W/HEADWALL
LIMITS OF DISTURBANCE SEE SHEET 6 FOR DISSIPATOR PaD ,
L-1
DISSIPATOR PAD 2 50 PUBLIC R W ,
O
17 dAMETER PIPE
20' PAVEMENT ~ CUSTOM 4 a IMPACT SITE 1 ,
CL ~ BASIN t , 10' 10 ~ ,
LINEAR FE T - 4. ~ 1 /z I_2 E OF STREAM r t/
~ . , . ~ - ~"~R STREAM IMPACT AREA - ~1,,.. ~~WETLAND IMPACT AREA
• ~ ~ 430 ti~ ~ a" Aac i , . , , , 0.06 ACRES
~P Mq IN TERI R - k ; ---------~---`-------------------1 0 BUFFER AREA (ZONE 1 cur ) - EAISTRVO OROUNO
CUT 428 ~ ~ NE EXTERIOR BUFFER AREA ZO PVI STA = 11+60.19 ( ~ - a = 11+6o,i9
' ~ rn ' -------------+-------------------'--------------------~--------------------r----, PVI ELEV = 416,66 PRIVATE DRIVE TO SERVICE LOTS 5 AND 6 p EV = 416.66 '-'r„ PPE EAIRIEO Z' FOR CONCRETE SILL M
TYPICAL CROSS SECTION ~S- ;--------------------,~-------------------r---, A.D. = 2.00 O ~ AQUATIC L6E PASSAGE STREAM Y~DTN AL I~ = 2.00 } As PER NCDOT STANDARDS
fQ C ~ ' NTS c _ N `r
' ~ • 424 ~ Ap ~ w ~ U ~ ~ ~ U = 45.00 T W ~V
r , >m 90.00' VC U> 10.00' VC > w
422 ~ W r________ ___________T. __-.i____.____--.____ __I
420 1 _ --r-_-.-_-.-__--_-._-_ ; ~ `~_--i_______________t.--_--.__.-_....__-i_ i I I I ' i I ~ I I I r___________________}_
420 ____--_f:Gr-R4Gh{T--_-__-_-.-_-_-,,__~ _ ~ 0 , q I __T-____.-_. ~~11 ^^Ota- I
418,---,- -----,-~fl09;---------,- ~ -T--_'I~V _i I
' ~ ~ - 418 F I ~ I
~ 416 ~_-_,---•_______________________________y__._-_-_ ' ' ' ' i . i i .--_~-----------------------------------y_--_.-_ ' I I ______y_..._--__-.__. I -__y_____ __________I ; i ~
~ ' i i i ~ i i i 416 - - o ~ ' -
414 ~ ~ -----~-------------------a ' I YEAR-A JW ~ . ~ ~ 1.0 z w J ________________________I_. __y_ _______________I I i I
o °o ~ ~ ~ v ~ ~ ~ EtfVATtO~-_--41;28-----; ~ ~ , ' z 414 z-----f----------~---------------•---~--------------------, - 1----~ z I a_________ ______a___.______._____I
a ' o ~ ~ ~ oa 412 ---,-----•-----------------------------a------------------- ° ~ -_.J- - ~ON~ ~ ~ ~ ~V I __.________~________________i I I ~ __-____i- , I ,
N ' ' ~ Q ~ W • ~ - W'4th----------'~--------'------=- ~ N ~ ~ ~ ~ - - 412 w r n ~,_~n --------i--.P1P-E.C -..DOl1BLE-~0'.RGP_-~------- _ a_ I r n ~ OI I
a ~ ~ i ~ a: ~ + ~ 410 - - - -a-= a----------------------------------------------------~-------------------+----' wQCVa• i ~ W/HEADWALL; ! - I ~
m a ~ ~ •-----~--iNVr Nd--=--4Q3.{1- h-Z~ - ~ - ' I 4 _ 08 410 ; zoQw ~ ~ INV, OUT = 402.5 ~ / 1 ~I 1 __1 _..._..J_.__-.-... ___L1._____.-_._-__._I 1 ~ ~~~ll
z~ ~ - ~ -0 Q:--- 42~• ~ __S yt ~ J___._._._.-._. ~ _______-_____i I EL.-i ~ I
' -r---•---- ---i-- -Q25-=--1,46-IFS---------------------- i- _ ~ .w . I I I I ZI
-St-OPE-_-- - , ' ~ 406 ' I I I ~ I _ _ _ _T I I
DISSIPATOR i ~ N ' ' I U,ip I I _____sY..~ _.___._____1
r ' • n ~ - , ~ ------;---W-=--38---- - - 404 -w;-°--rr- - - - - ~u To ~ UTILITY INSTALLATIONS AND OTHER PUBLIC
cm ° r; ; ASS 1; STONE 404 ~ ~ 3i; TRICK---,--.-----------------~----- - -J--~ ' MAINTAIN NATURAL 2 '
w co a• ~ , ~ , • - ' ~ 402 - '~1°1D1R- ~'--------~-~----~'f4-----:-~-----~ FACILITIES INCLUDING SIDEWALKS AND HANDICAP AS PER NCDOT STANDARDS. U , bra:, RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS E ASSAC~'--'---------1- ' O Q '
~Q -----------~--------------"nc E-~----~---•---~ •F r , ' ~ w 400 -------------------------------------------------------w~.______.___._; AS SPECIFIED BY CITY CODE. THESE FACILITIES
402 ~ ~ ~ ~ _ _ _ _ _ _ HAVE BEEN APPROVED BY THE CITY OF RALEIGH
DATUk ELEV - ~ - - - AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC
400.00 _-_i---------------~_--_-----••-•_-----~--•--_-. 398 ' I --•-••__-F--•-_---•_-_•---_•-y SANITARY SEWER EASEMENTS ARE 70 BE RECORDED
I I ; ~ I 1 • ~ - - - - - -•-_--_-•_--•_-••--J_--••-•-_--_-----•--4----•--------------1 I PRIOR TO FINAL ACCEPTANCE. •-----a._._..-----------~----------------I
N ~ ; • - 1_______________1_--__.._-.___-..-..J•-----.-.___.-...._.L..__--__--_.-._-___L TRANSPORTATION SERVICES
a~ as ~a DATUME
395. DO PUBLIC UTILITIES
OM OOn P')N r~ ~ o ~ N CONSERVATION ENGINEER
10+00 11+00 12+00 ~ oo ~ ri ~ ri r m 00 ~ or;
~ ~ v PLANNING
10+00 11+00 12+ 12+00
ROADWAY PLANS FOR SHEET 7
BAILEY'S LANDING
PHASE III
,a~~~NUtN,q~~~
~N CARD
~;'•OF~SS~~y SWIFT CREEK TOWNSHIP NORTH CAROLINA
s4 SEAL WAKE COUNTY s 34374 ~ ~ P.LN. 0782-16-5306
0782-15-2470 R-R WITH 0782-15-4379
" zoNED ~4y •'•..QIN~~%'~ SECONDARY WAYERSHED
~ STEWART-PROCTOR, PLLC ENGINEERING and SURVEYING C`1
50 25 50 100 r r 319 CHAPANOKE ROAD SUITE 106 p$ RALEIGH, NC 27603
( TEL. [phone] FAX [phone]
SCALE 1"- 50' DATE 05-08-08 SURVEYED BY JOB
OWNER:
R. KIRK LEONE BUILDERS SCALE 1"=50' DRAWN BY
5832 CARRIAGE FARM DRIVE DWG. N0, RALEIGH, N.C. 27603
PHONE # [phone] REVISIONS:

Spikerush Eleocharis spp,
Family: Cyperaceae Sedge Family
Habit: Annual or perennial glabrous sedge with a single spikelet or head formed on the end of a stem. Perennial forms reproduce by
runners or stalons and annuals form dense clumps, reproducing by
seed. Culms are square, triangular or rounded
AREA TO BE SEEDED AND COVERED WITH ONE OF THE TWO GRASSES LISTED BELOW
O~ (EITHER SPIKERUSH OR CARER) Leaves: Leaves are reduced to bladeless sheaths originating at the
base of the stem.
Inflorescence: Inflorescence is a solitary spikelet appearing at the end of a stem, Scales of the spikelet are usually spirally arranged.
Habitat: All spikerushes grow in wet areas around the edges of
ponds, lakes or wet meadows.
Field characteristics: The terminal cane-like head helps in
recognition of members of this genus. However, this characteristic is
not readily evident in E, baldwinii, a shoreline or submersed plant.
Wetland Indicator Status: FACW-OBL
16-~ 00
Carex orsedge Carex spp.
v
o ' AO Family: Cyperaceae Sedge Family
,~5 0
Habit: Medium to tallgrass-like sedge, ranging in height from 15
~ + to 120 cm. Sedges may spread by rhizomes but most commonly
c~ reproduce by seed and form clumps. Stems are solid and
N triangular.
Leaves: Thin, linear leaf blades have a keel at the midrib. Leaves
. are typically 3-ranked and often overtop the inflorescence.
k~~~~~
Inflorescence: Inflorescence contains male and female flowers
crowded in separate cylindrical clusters on the same plant.
PCB N %siTE
0.06 ACRES; I Habitat: The genus, Carex , contains the most members of the
sedge family and is the largest single genus in North Carolina. Carex spp. are found in standing water or in wet soils.
~~1 5o EVEG6TA'ATED WBTEH'"EfTHER I
AREX (SEDGE) OR SPIKERUS l Field characteristics: Leaf blades are `v' shaped with distinctive
' KF'fER:'C{1STQ)d; QASIN' I I keels.
%;IS REMOVED.;
Wetland Indicator Status: FAC-OBL
I
DWO REVEGETATION PLAN FOR SHEET ~8
BAILEY'S LANDING
Q'~~•~«A4~ PHASE III
c ti
:4 ; s SEAL
34374 SWIFT CREEK TOWNSHIP NORTH CAROLINA
••SF~QIN~~''••• WAKE COUNTY
4 •..,•.;t~ P.I,N. 0782-16-5306 ~~i,, 0782-15-2470
q ~ ~ ZONED R-R 0782-15-4379
/~'~/D,~ SECONDARY WATERSHED
~ STEWART-PROCTOR, PLLC
~//g~pg ENGINEERING and SURVEYING ~ n
319 CHAPANOKE ROAD SUITE 106
RALEIGH, NC 27603
TEL. [phone] FAX [phone]
DATE 05-08-08 SURVEYED BY JOB
OWNER:
R. KIRK LEONE BUILDERS SCALE 1"=20' DRAWN BY 5832 CARRIAGE FARM DRIVE DWG. NO.
RALEIGH, N.C. 27603
PHONE # [phone] REVISIONS: LK-TRYON3-PRE