19981009 Ver 1_Complete File_19991102

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 11, 1999
D.J. Darity
Thompson and Assocites
5821 Holly Springs Road
Raleigh, NC 27606
Dear Mr. Darity:
Re: Grenadier SD - roadway crossing
Wake County
DWQ # 981009
On November 10, 1998 the Division of Water Quality sent a letter stating your
project was on hold since seven copies of the PCN application form was not received. To
date, we have not received the mentioned information regarding this project.
If we do not hear anything from you within two weeks of the date of this letter, we
will be forced to withdraw the project.
If you have any questions, please contact John Dorney at 919-733-1786.
cc
o ey
JJoh
Raleigh DWQ Regional Office
Wilmington District Office Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone] .
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. D.J. Darity
Thompson and Associates
5821 Holly Springs Road
Raleigh, NC 27606
Dear Mr. Darity:
•
A 4
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 10, 1998
Re: Grenadier subdivision - roadway crossing
Wake County
DWQ # 981009
The Division of Water Quality has reviewed your submittal for a 404/401
Permit and Neuse River buffer rules approval for Grenadier subdivision in Wake County.
Your application was not complete since seven copies of the enclosed application were
not included. Please provide information regarding the location of your project. This
information is needed by DWQ in order for us to decide whether this project is
approvable.
I can be reached at 919-733-1786 if you have any questions. Until this
information is received, I will request (by copy of this letter) that the Corps of Engineers
place this project on hold. Also, the project will be placed on hold for our processing due
to incomplete information (15A NCAC 2H .0507(a)(4)). Your processing time will begin
once we receive a complete application.
Attachment
cc: Raleigh DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
ation Program
981009.hld
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
THOMPSON & ASSOCIATES
5821 Holly Springs Road
Raleigh, NC 27606
October 28, 1998

D
Mr. John Dorney r?.
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
RE: Review of Grenadier Subdivision Roadway Crossing
Dear Mr. Dorney:
r: f
NOV -' 21993
WIRIM GROUP
This is to request a review from your office of the attached roadway plan for compliance
with the culvert crossing as related to the Neuse River Buffer regulations.
If you have any questions concerning this request, please do not hesitate to call me at
851-1709.
Sincerely,
?. ? 'L -'
1-
D. J. Darity, P.E.
Thompson and Associates, P.A.
Attachments
PHONE: [phone] FAX: [phone]
THOMPSON & ASSOCIATES
5821 Holly Springs Road
Raleigh, NC 27606
October 28, 1998
Mr. John Dorney
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
RE: Review of Cedar Creek Subdivision Roadway Crossing
Dear Mr. Dorney:

This is to request a review from your office of the attached roadway plan for compliance
with the culvert crossing as related to the Neuse River Buffer regulations.
If you have any questions concerning this request, please do not hesitate to call me at
851-1709.
Sincerely,
D. J. Darity, P.E.
Thompson and Associates, P.A.
Attachments
PHONE: [phone] FAX: [phone]
50' RIGHT OF WAY
THIS IS A PRELIMINARY SUBDIVISION LAYOUT \ R NOTES: S DENUDED AREAL V P 18' PAVEMENT 6 6 TEN-TEN
AND DOES NOT CONSTITUTE APPROVED ~~7 STREET CONSTRUCTION = 3.45 AC. CL 1010' o
n AND RECORDED LOTS. a AS OF 07/23/98 THE NEW LINES AND CORNERS 60, BORROW AND SPOIL AREA 0.20 AC.
DEPICTED ON THIS DRAWING ARE NOT TOTAL DENUDED AREA 3.65 AC. ESTABLISHED ON THE GROUND. 114- PER t1. 1 1/2" I-2 ~ PER i 1
1• PER . LIZ
N W MP~• 8" ABC
0 CUT ~ o I o
o ALE WORK AND MAC SWPLSSp~LCO FOO M O THE FILL y SITE DITCH WITH
50' x 20' x 12" WAKE COUNTY EROSION CONTROL ORDINANCE. THE CONTRACTOR SNaL DETAIN A COPY O
GRAVEL CONSTRUCTION THESE STANDARDS PRIOR TO CONSTRUCTION. PAD (#57 WASHED STONE) LOGIDM OUAN111Y, AND PUCEKE.K OF ORAIIMOC RPES AM EmOswN CamAx DEW= wr VARY TO EmER CONEaw ro PTELD cnNanavSU RESIDENTIAL STREETS 1' BASE
TYPICAL CROSS SECTION WITH NO CURB AND GUTTER ARTHUR PIERCE RD rov
NTS
CONSTRUCTED DITCH A CONSTRUCTED DITCH 8
LENGTH -200 I.f. LENGTH -150 J. R/W DA - 0.70 AG. DA _ 0.65 AC. VICINITY MAP
NOTE. E 3 ~LI~ CL ' 6' 6 R/W DESIGN 010 - 2.72 cfs DESIGN Q10 - 2.24 cfe
~p UIFATRIN OF ALL MS IM 35 6 D10 = 0.23' fps o VIO 0 - o 20' 'P' NO SCALE - 3.05 D100 - 0.26' D100 - 0.25'
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY CONTPA" SNAU WAWY THE BUILDER W Dues lOE AM eaa= Pnoe ro THE MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING ADMINISTRATION. a M w LO rdE EOF=R x'p"vos~EmWUSPAU.NNOM 1 Y -y r SLOPE -5.00% SLOPE -5.00% n - 0.035 n - 0.035
THE BUILDER'S ENGINEER, ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT O; & _ NOMFUC,,"" m„ REWIRED,
OF WY CONnxm wn rz,w EM UtIL W LL THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. 001 $ m 8" ABC 15'
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE W w w ALL WOK. WATERLUS, PLACEMENT, AND CONsn" T" O ALL W,cImNS
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT a n It C KrOIawY KWI ro WAIL N7WmvonLS %A9 UO E OImWNADE NOMM S10.YAM SPECCILNES SHALL AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY OR F.E.M.A. ~j = p ALL ROJIMED STATE AN "AID urx PERMITS SNUL BE OmnKm SECTION A-A DITCH WI' DITCH WITH
M Q j MtlORWAM COUNTY START ALL OA04T NO BWSM Comm REo"TIW6 1' BASE 1' BASE LNE DITCH
ro w w sawL sE MET m"4 CKETKR pN, 4: TEMP WITH SITE DATA 1 . MATTING 4:1
o p °
z V) I~ ° SYMMETRICAL CUL-DE-SAC L-3 AND L- -3 AND L-4 TAX MAP REFERENCE 760.01-49-2088 & 6288
WITH NO CURB AND GUTTER JITTER BASE 3 TOTALEACREAGEG 8.40 ACRES TYPICAL DETAIL TOTAL NUMBER LOTS 19
NTS CONSTRUCTED DITCH SE07M TOTAL LINEAR FEET (STREETS) 3412 L.F.
N AREA IN STREETS 3.45 ACRES AVERAGE LOT SIZE 0.79 ACRES
SEDIMENT BASIN SCHEDULE NOTES
SB L W D WEIR STORAGE D.A. DENUDED
16' 11' 5. To' 4 cf 1.02 ac ac
All PIPE AND DISSIPATOR SCHEDULE 2 16' 11' S' 10' 704 cf 1.10 ac 0.38 ac - PRESENT LAND USE IS WOODED AND FALLOW. 3 25' 13' 5' 10' 1300 cf 1.80 ac 0.70 ac - STREETS WILL HAVE A 50' PUBLIC R/W
0 \ 00 PIPE A PIPE B (2 4 13' 11' 5' 10' 572 cf 0.30 ac 0.30 ac - CUL-DE-SACS WILL HAVE A 50' RADIUS. (2) - 60" RCP"S 5 23' 11' 5' 10' 1012 cf 1.10 ac 0.55 ac - ALL RADII AT STREET INTERSECTIONS SHALL BE 25'.
SHERAANN F. HENDERSON ~ ~Y4~ I -CL STA. 10±21 L-1 -CL STA 10+21 L-2 IN' INVERT IN = 422.80 6 14' 11' 5' 10' 616 cf 0.34 ac 0.34 ac - AL STREETS WILL BE PUBLIC AND CONSTRUCTED TO N.C. DOT
DOROTHY WOMBLE FRANKS 'A9 -96 L.F. 18' RCP -48 L.F. 18" RCP IN' INVERT OUT = 422.40 7 19' 11' 3' 10' 418 cf 0.78 ac 0.22 ac SUBDIVISION ROADWAY STANDARDS.
I ~Rqy ~S INVERT IN 448.50 SLOPE X3.75% 440.._ J °y 0Y~ INVERT OUT 446.10 INV. IN 460.00 SL -72 L.F. (EACH) 8 15' 11' 4' 10' 495 cf 0.65 ac 0.26 ac - WATER SYSTEM WILL BE INDIVIDUAL WELLS. SLOPE = 0.567 RIP RAP GRAVEL FILTER TYPE - SEWER SYSTEM WILL BE INDIVIDUAL SEPTIC.
\ I 430 ,420 I SLOPE 2.50% INV. OUT 458.20 D.' D.A. = 99.70 ACRES CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH
D.A. = 1.10 ACRES Q1 445 I\ D.A. = 1.02 AC. Q10 = 87.15 cfs INSPECT BASINS AFTER EACH RAINFALL EVENT
460 455 450 0,25 = 2.69 cfs Q, 01 Q25 = 117.65 cfs DEPTH INCLUDES 1 FOOT FREE BOARD DURING CONSTRUCTION. 0100 = 187.37 cfs - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
465 435 V10 = 6.48 fps Q25 = 2.69 CFS S 83'06'53' E EIP ENERGY DISSIPATOR V10 = 7.70 FPS V1 588.32' - Dt V10 = 7.04 fps DURING CONSTRUCTION.
IS S 81'45'36" La - 9' ENERGY pISSIPATOR - D2 EN DRIVE_ E \ 473.12' La - 9' ENERGY DISSIPATOR - AL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
SHAFT i .0' 5.0'' W = 5' - L V La = 50' TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL. W = 19'
- } EIP D50 = 6" W = 5' V - MIN. THICK. = 18" D50 = 6" [ D50 = 13" INV. OUT PIPE (2-60") - STA. 15+50 L-1 TO STA. 19+82 LT. SIDE L-1 - TOPOGRAPHY TAKEN FROM WAKE COUNTY TOPO MAPS AND SHOULD NOT
USE CLASS "B" STONE MIN. LINING THICKNESS = 18" ~ 18" MIN. THICK. = 26" STA. 19+08 RIGHT SIDE L-1 TO INV. OUT PIPE a CL INTR. L-1 & L-2 BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES.
v 3 15 \v~~t sal \ CLASS B" STONE L USE CLASS "B" STONE INV. IN PIPE B CL INTR. L-1 & L-2 TO STA. 21+34 RT. SIDE L-1 - CONTOUR INTERVAL = 5' 100 YR. HW = 426.75 STA. 22+50 RIGHT SIDE L-1 TO END OF IMPROVENENTS L-1
- - - - 30~1A - i 30100 S.F. 1 I. V I g6 iC .72 0.69 NC / "yp~7111STs y 54,713 S.F. L ALL PIPES TO MEET N.C. DOT REQUIRE 1C I~M 100 YR. TW = 426.75 STA. 22+50 LEFT SIDE L-1 TO END OF IMPROVEMENTS L-1 - DRAINAGE EASEMENTS SHALL BE PRQVM FQR ALL AREAS DRAINING 4 ACRES OR INV. IN PIPE B CL *ft. L-1 & L-2 M STA. 13+14 LT. SIDE L-2 4 LOTS AND SHALL BE SHOWN ON THE FINAL PLAT. FIELD VERIFICATION.
W. OUT PIPE 8 CL OM. L-1 & L-2 TO STA. 11+69 RT. SIDE L-2 - FLOOD STUDY TO BE REQUIRED WHERE ROAD CROSSES FLOOD HAZARD SOILS.
0.70 wp1.26 AC ~ 415 i .1 STA. 16+16 RIGHT SIDE L-2 TO END OF IYPROVENENtS L-2 - - SOILS SHOWN AS FLOOD HAZARD MAY BE RECLASSIFIED BY A LICENSED SOIL SCIENTIST.
/ ~ 18 n STA. 13+06 RK01T SIDE L-2 TO END CUL-DE-SAC L-4 LT. SIDE - NO 100 YEAR F.E.M.A. FLOOD AREAS ON PROPERTY AS PER F.E.M.A. COMMUNITY PANEL STA. 12+01 ROff SIDE L-4 TO END CUL-OE-SAC L-4 RT. SIDE
t7z a 420 415 STA. 11+63 RIGHT SIDE L-3 TO END CUL-DE-SAC L-3 RT. SIDE y - THE 100' RAPARL4N BUFFER SHOWN IS A RESULT OF A TEMPORARY RULE ESTABLISED
u=, ~z S.F - STA. 11+67 LEFT SIDE L-3 TO END CUL-DE-SAC L-3 LT. SIDE I,- - BY THE N.C. ENVIRON 1646 -95 NUTWINT SENSITIVE WA
C 30.100 S.F. IA 0.80 a. + OF THIS RULE WILL OCCUR ON AUGUST 1, 1998 PENDING APPROVAL BY THE N.C. GENERA
qq Fes; pr- 30.100 Sy- ~ ~ 1 83' v ~ ASSEMBLY AND THE RULES REVIEW COMMISION.
01 v 425 0.69 OCL NV. M !'rl[ a-W) MW . L-i TO SO? 1f406 RT. S~ L~1 z
- - 430 USE ENKAWT OR EWM- 10 6E OWALLM AS PER MA1111iAC1E" SPECWOMW
O 16 n 435
470 / 31,502 S.F. w r I J.M. POWELL & W.M. POWELL
0.72 AC. 32,203 S.F. 1 30,325 S .F STEVEN G. FINCH I 0.74 AC. p.20 AC BERTHA W. FRIAR l JAMES LEWIS POWELL
- JAMES LEWIS POWELL
3 430 35,11iYS.F. 17 440 410
o / 0 0.81 AC. / _ \ 1h \ 32,419 S.F 445 435 1425 415 415 410 420 425 430 1435 440 445 450
/ W 0.74 AC. N 83'14'39" W; 9r 420
0 475 31,132 S.F. SQ EIP R' p0• _ \ 071 AC. N 8345'28' W 415 989.616 a STMPQD N 8415'26' W 438.40' AXLE
236.9r
30,341 S.F. M 0.70 AC.
Z \ 190. C4 450
-
0 \ 35.822 S.F. ,J1J28 1 V , 14 / Sd1U
30,832 S.F. / 0.82 AC- 0.71 AC-
480 - " a pZP~ 3 7 65,349 S.F. FUTURE DEVELOPMENT 445 ~~Qoo PHASE TWO
10 , t.50 A0• fLp00 N
~z~RQ 25.72 ACRES
O I CO I 30,092 S.F. 7, - _ n _ 16D 0.69 AC. f i l
30.69 ACC. O ° 20' TEMP S~?L 2, - EIP 440 S 63'43'2-~ E 617.85' 0 440 F
0.69 SEIE : - -
450 ID3790'" STOCK PILE AREA 445 450 45 440
EIP 480 479 g811 465 460 E 445 -440 0.20 ACRES 445
470 455
485 1 485
450
WILLIAM ,y. JONES JAMES LEWIS POWELL
- 435
N
430
SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND+ 455
DETAILS ON EROSION CONTROL DEVICES, SEEDING SCHEDULE, W
SEEDBED PREPARATION, AND ADDITIONAL CONSTRUCTION
SEQUENCE INFORMATION. PRELIMINARY PLAT
Released for review/comment
Not for recording, sales, a 425
or conveyances
z
THOMPSON & ASSOCIATES, P.A. CONTROL PLAN OVER VIEW 455
5821 HOLLY SPRINGS ROAD - -
aelriru uc 97anR C CD DLJAC`C /1A1C
TEL [phone] FAX [phone] RJR" Llx rnfi.?c V/YL
too o so too zoa
DATE 07/22/98 SURVEYED BY REH BJ-B001l~ HIP WAKE COUNTY NORTH CAROLNA 415
SCALE 1"=100' DRAWN BY CWR :JOHN BROWN dbo WINSLOW PROPERTIES
DWG. ( SCALE t"= 100 455 455 N 84'29'05 W 1312.23' 400 405 410 EiP 450 445 435 430 WILLIAM C. JONES
REVISIONS GRENADR 20 F P.I.N. 076103-20-6288 (STRIP) ' 425 410 405 400
F;

(2) - 60" RCP"S TEN-TEN
RTN IJ,IIXS~ 161o PIPE CL STA. 108+21 L-1 INVERT IN = 422.80
E1~C~P C UeCtcO IN-96 VERT IN 448.50 INVERT OUT = 422.40 0 -72 L.F. (EACH)
MAC~3209, 133 R/w INVERT OUT 446.10 SLOPE = 0.56%
C.B. SLOPE -2.50% D.A. = 99.70 ACRES
D.A. _ '1,10 ACRES 010 = 87.15 cfs 025 = 117.65 cfs SITE -7
010 ° (.q~ cfs r C) '~22' VIO = 6.1j ps Q100 = 187.37 cfs PL o I ao
r n Fk ENERGY DISSIPATOR - D1 V10 = 7.04 fps le / Y L - - - J
La 9' W=5' ENERGY DISSIPATOR o LLJ 2 Lo = 50' Z Qa
D50 = 4' W = 19' J
r MIN. THICK. = Igo' N/F D50 = 1 S' ARTHUR PIERCE
USE CLASS "g' STONE ODELIA H. JEFFERIES MIN. THICK. = 26" RD o J/ USE CLASS "8" STONE 15
l CL STA. it+65.91 CLEVE JEFFERIES HEIRS CL STA. 15+09.92 L-1 80C 13.5' LT. & RT. . BOC 13.5' LT. 100 YR. HW = 426.75' W
r END 100' TAPER BEGIN TAPER TO PIPE OUTLET OUTLET f 100 YR. TW = 425.06' a0
GRENADIER SUBDIVISION
F5' x 20' x 12CL STA. 10+65.91 L-1 BEGIN 25' PVMT TAPER AVEL CONSTRUCTIOR 15.0BOC 22' LT. & RT. 0- VICINITY MAP
D (#57 WASHED STONE) "l L = 27.48' BEGIN 100' TAPER S 09'13'19" W 750.33' '100 YR. TW = 425.06' EIP 3 SCJ~E
SB2 r 5' ry n ~ J~~cQ F SF
r m g SF SF-
11+00 12+00 m 13+00 14+00 GQ i s+oo t 7+00 18+00 S 09' 13'56" W O V W Z
n - -I - I N 1 -1 - -1 - - 1 - - 0 ~ r - -I - o f t - - T- T- J ~o ` a 235.31 " o p+j m (=j.),
m S 09'13'56" W 789.29' (FROM CL-PL) 15+00 -"ro r
SB{j`3 tW SFv- EM EM EM EM EM 4== -EM
CL INTX. S.R. 1010 & L-1 ^m 3 CONC. CURB AND GUTTER SF s SBA SB1 L1 [M- 5
STA. 10+00 L-1 e~ S 09'13'56" W 766.86' 100 YR. HW = 426.7 HW = 426.75' EIP vl
CL STA. 10+27.41 L-1 CL STA. 10+61.41 L-1 CL STA. 14+86.65 L-1 W
RAD. PT. 6' B-B ISLAND RAD. PT. B-8 ISLAND BOC 13.5' RT. Z J O
r BEGIN TAPER TO PIPE INLET /
r r R . 25.00' BEGIN 25' PVMT TAPER GRENADIER SUBDIVISION
L - 32.82' W
r NSF SHERAANN F. HENDERSON 0- 0
10' x 70' SIGHT TRIANGLE SEDIMENT BASIN NOTE: SIGHT TRIANGLE IS IT BASIN SCHEDULE a
OFF OF GRENADIER SUBDIVISION PLAN VIEW FOR L-1 SB L W D 4 W D WEIR STORAGE D.A. DENUDED 0' RIGHT OF WAY
S PROPERTY. (TYP. EITHER SIDE) i 16 11 1 1 ' 10' 704 cf 1 1.02 ac 0.3-7a c PL 8' 20' PAVEMENT 6' 6'
1 1 ' 5' 10' 704 cf 1.10 ac 0.38 ac
p~kST 16o TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE 3 2 16' 11' 5' 25' 13' 5' 13' 5' 10' 1300 cf 1.80 ac 0.70 ac 1010'
B( /C Raw INV. OUT PIPE (2-60") - STA. 15+50 L-1 TO STA. 19+82 LT. SIDE L-1 4 13' 11' 5 11' 5' 10' 572 cf 0.30 ac 0.30 ac r_1~4' PER f1. 1 1/2" I-2
STA. 19+08 RIGHT SIDE L-1 TO INV. OUT PIPE 8 CL INTX. L-1 & L-2 5 23' 11' 5'
INV. IN PIPE B CL INTX. L-1 & L-2 TO STA. 21+34 RT. SIDE L-1 6 14' 11' 5' 1 1 ' 5' 10' 1012 cf 1.10 ac 0.55 ac PER 06 P~ FT. 21y 11' 5' 10' 616 cf 0.34 ac 0.34 ac MPX• 81 ABC ~P
STA. 22+50 RIGHT SIDE L-1 TO END OF IMPROVENENTS L-1 7 19' 11' 3'
STA. 22+50 LEFT SIDE L-1 TO END OF IMPROVEMENTS L-1 8 15' 11' 4' 11' 3' 10' 418 cf 0.78 ac 0.22 ac 2n CUT
INV. IN PIPE B CL INTX. L-1 & L-2 TO STA. 13+14 LT. SIDE L-2 11' 4' 10' 495 cf 0.65 ac 0.26 ac FILL DITCH WITH 1' BASE
INV. OUT PIPE B CL INTX. L-1 & L-2 TO STA. 11+69 RT. SIDE L-2 RIP RAP GRAVEL FI GRAVEL FILTER TYPE RESIDENTIAL STREETS
PERMANENT DITCH PROTECTION SCHEDULE STA. 16+18 RIGHT SIDE L-2 TO END OF IMPROVENENTS L-2 CLEAN ONCE EVERY JCE EVERY YEAR, AS REQUIRED OR AS NEEDED TYPICAL CROSS SECTION WITH NO CURB AND GUTTER
BASINS AFTER EACH RAINFALL EVENT
INV. IN PIPE (2-60") -STA. 15+50 L-1 TO STA. 19+08 RT. SIDE L-1 STA. 13+06 RIGHT SIDE L-2 TO END CUL-DE-SAC L-4 LT. SIDE INSPECT BASINS AF ALL SEDIMENT LADE v ENT LADEN RUNOFF SHALL BE DIVERT TOWARDS A BASIN NTS
USE ENKAMAT OR EQUAL. TO BE INSTALLED AS PER MANUFACTER'S SPECIFICATIONS DEPTH INCLUDES 1 CLUDES 1 FOOT FREE BOARD
456
I , GENERAL NOTES:
1-._.-.--- a a 54 CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
454 + - r--- UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO THE
START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY
r -a - r- - r - - 5 THE ENGINEER OF ANY POSSIBLE CONFLICTS ONCE ALL 77iF~r 42
i w EXISTING UTILITIES LOCATED 12EN IFIED. -
s m m CONTRACTOR . 450 OF ANY CO t -
450 l > _ ' PVI STA 15+50 -7~ 0p` ; o w„ - THE APPROPRIATE AUTHORMES AND AGENCIES.
.00 + C4 ALL WORK, MATERIALS, PLACEMENT, AND CONSTRUCTION OF ALL N 448 ROADWAY IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL
448 t-- \ 4 - ELEV = 424.00 h„~ rwz CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS
x` A.D. = -14.11 E A-~ K = 28.34
a X7 OF GOVERNING AUTHORITY.
446 - - - - - - + LVC 400'
PVI STA46 ALL REQUIRED STATE AND LOCAL PERMITS SHALL BE OBTAINED = 19+00 - PRIOR TO THE START OF CONSTRUCTION. 0PVI ELEV = 455.50 ALL WAKE COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS 10 44 SHALL BE MET DURING CONSTRUCTION.
444 > -
A.D. = 3.20 ro
K = 56.25
442 > Cr ' . LVC = 180' 442 S _ - _H
0 > L#j a
\ N 440
440 w_ M d 0 VAR. 6' 8' 5'
d - - 438 PAVEMENT SHOULDER
4,38 a > N w _ WIDTH WIDTH
> > > I_W mm -
> m 436 1/4"/FT x I_. _ OR 6%
> J 4360 Li J _ -2.08% +8% / W
+ X N. 0 .
434 O 34 -8.339
/ ~ 10"/FT ,259,
m + > O 432
432
Z a- - ! (2) - 60" RCP"S SHOULDER SECTION
INVERT IN = 422.80 .430
430 INVERT OUT = 422.40 > -72 L.F. (EACH) DRIVEWAY TURNOUT GRADES
SLOPE = 0.56%
428 _ D.A. = 99.70 ACRES . _ 1 428 J
010 = 87.15 cfs Q25 = 117.65 cfs \ - \
Q100 = 187.37 cfs 04 _ -g 426
426' _ ! - V10 = 7.04 fps `S 779 \ / 00
ENERGY DISSIPATOR _ La = 50' of
424 W= 19' 24
D50 = 13" 100 YEAR-POST-DEVELOPMErIT_WAl ELOPMEIT WATER_SURFAU ELEV.. = 426.75' SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND
MIN. THICK. = 26. - USE CLASS "g' STONE - J 422 w DETAILS ON EROSION CONTROL DEVICES, SEEDING SCHEDULE,
422 100 YR. HW = 426.75' SEEDBED PREPARATION, AND ADDITIONAL CONSTRUCTION
100 YR. TW = 425.06'
DATUM ELEV 420 z SEQUENCE INFORMATION.
420.00 0n
o o a 00 ~n 00 M (D r ~0) _N ~O ~ m ~ ~O ~M Nr 4-I- W'- N00 NL N0 It c01- cn`^° 000) .00 0° Ll~ ro Or Ofvwi 0 C-4 0) u') u') Lo v It x0~
00 V)d. O~ r~ y ~N 06 r~ Ln rN N0' Lo Ln ad t~ ~a dM M ~7 MlN MM NM NN CN 7M
as It <a a~ t n It v~ as a~ °o ~a ~a It wa
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
SHEET 2
PROFILE VIEW FOR L-1 THOMPSON and ASSOCIATES, P.A. ROADWAY PLANS FOR
5821 HOLLY SPRINGS ROAD
RALEIGH, TEL. [phone]
4ift RALEIGH, NC 27606 GRENADIER SUBDIVISION
FAX [phone] UVVNtM/UtVtLUI"tR: VVI IN ) LU YV r-r-, U r'Cr[11 L.D
ALL WORK AND MATERIALS SHALL CONFORM TO DATE: 9-23-98 SURVEYED BY REH JOB SWIFT CREEK TOWNSHIP NORTH CAROLINA
THE STANDARDS AND SPECIFICATIONS OF THE LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
WAKE COUNTY EROSION CONTROL ORDINANCE. PIPES AND EROSION CONTROL DEVICES MAY VARY 1-= 40• Ho IZ. BJ-BOOTH SCALE: t^= 4' VERT. DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
SCALE: I" = 40' HORIZONTAL THE CONTRACTOR SHALL OBTAIN A COPY OF TO BETTER CONFORM TO FIELD CONDITIONS. DWG. NO. P.I.N. NOT USE FOR CONSTRUCTION. GREN-L1A . 0760.01 -49-2088.)
I" = 4' VERTICAL THESE STANDARDS PRIOR TO CONSTRUCTION. NOTE: PRELIMINARY PLANS. DO NOT US REVISIONS ZONED R-30 P.I.N. 0761.03-20-6288~LG.TRSTRIP)

NSF
C.C. POOLE PROPERTY CL CURVE DATA C-2
D.B. 1145, PG. 116 WAY PI STA 25+71.05 150'6' RIGHT GRAVEL
O ,L = 54'30'49" 2' EL CL 2'
1a R = 500.00'
IAREA TO BE PURCHASED FROM C.C. POOLE ~r UF1E~ FOR PRIVATE ROADWAY TO BE CONSTRUCTED. CLPI C TA 22 A18 1 STAM24+2-1 & L 1 L-2 T = 257.59' 8 8
RPPPRIP~ L = 475.72' 1/4. PER FT. 3' GRAVEL
6v A = 60'56' 10" = STA. 10+00 L-2 A00 BREAK POINT STA = 26+58.01 ~r PER r- ~2 PER R L.1
v e4!~ ppSAS, P R = 200.00' - - -A T = 117.66' SB g9
tiV~~~ gCpFREF L = 212.71' °p ' to L1 CUT
P~ S ~ 26+00 26+00 FILL
1a o > DITCH WITH
\ - / 0 k SILT FENCE 27+00 , TM PRIVATE STREET ;.s D DEPTH
TYPICAL CROSS SECTION
NTS
7 Za~DD a TM
'ci 699
~~qT ~P QQ4 Y L = 49.59' \ 1
\ rM C~l
x n
GENERAL NOTES:
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
Q UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO THE
O \ C1 _ 22 0 0__ _ 5 4 0 y / 1 ORPyE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY POSSIBLE CONFLICTS ONCE ALL
~ 58 M~ S 1~ EXISTING UTILITIES ARE LOCATED AND IDENTIFIED.
m TM SILT FENCE IS SILT BASINS DI 4SINS DRAINAGE AREA DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR CONTRACTOR SHALL COORDINATE RELOCATION, IF REQUIRED,
SB# Ac. Ac. REQUIRED PROVIDED L x W x D LENGTH OF ANY CONFLICTS WITH EXISTING UTILITIES WITH ALL THE APPROPRIATE AUTHORITIES AND AGENCIES.
J~F NPR R 0V w SB #5 ALL WORK, MATERIALS, PLACEMENT, AND CONSTRUCTION OF ALL
m .P PR, R~OR SB #6 0.28 0.28 508 CF 528 CF 12'xl1'x5' 10' ROADWAY IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL 0.77 0.26 472 CF 528 CF 12'xl1'x5' 10' CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS
0.44 0.28 508 CF 528 CF 12'x1 1'x5' 10' OF GOVERNING AUTHORITY.
5o SB #8 SB #7 JP i 0.12 0.12 218 CF 242 CF 11'xl1'x3' 10' ALL REQUIRED STATE AND LOCAL PERMITS SHALL BE OBTAINED
Qg o0 SB #9 0.91 0.44 799 CF 880 CF 20'x11'x5' 10' PRIOR TO THE START OF CONSTRUCTION. ALL WAKE COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS
ARE RIP-RAP GRAVEL FILTER TYPE SHALL BE MET DURING CONSTRUCTION.
PLAN VIEW PRIVATE ROAD L-1 BASINS ARE RIP-RAI INSPECT BASINS AFT T BASINS AFTER EACH RAINFALL OCCURANCE
BASINS ARE TO BE ARE TO BE CLEANED EVERY YEAR OR AS NEEDED
DEPTH INCLUDES 1' INCLUDES 1' FREEBOARD
ALL SEDIMENT LADED DIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE
PIPE AND D!SSIPATOR SCHEDULE
34 344 PIPE #2
a -CL STA 23+28 L-1
342 -76 L.F. 42" CMP
342 SLOPE -2.89%
INV. IN 306.10 INV. OUT 303.90
_ _W 3a0 D.A. = 47.15 AC.
340. 025 = 61.62 CFS
(Al V10 = 14.30 FPS
338 338 ENERGY DISSIPATOR - D2
- \ iW La = 28' - N
\ 46 W = 14' 336 D50 = 13"
336 MIN. LINING THICKNESS = 26"
U CLASS "B" STONE
334 - - - - - - - - s 334
M ALL PIPES TO MEET N.C. DOT REQUIREMENTS
332
332
HIGH POINT ELEV . 30
°W PI r s PE AND I I
_ PVI ELEV =344. - 'T PIPE #3
A.O. = 12.42 - _ - - - - - - _ _ - -CL STA 24+46 L-1
_ PVI STA = 23+50 328 - K = 24.96 - 328 -38 L.F. 18" CMP (OR RCP)
LVC = 3to' PVI ELEV = 305.00 A.D. _ -12.36 - - - - - - - - - + - - - - - SLOPE -2.63%
a _ 326 INV. IN 307.50 --cr INV. OUT -306.50
326 K = 28.31 I _a
+ LVC = 350' J J - - - - - - PVI STA = 26+50 - - D.A. = 0.91 AC. PVI ELEV = 316.10 04 324 025 = 2.52 CFS
haN - 324 W._ - - - - rv - - d . A.D. = 6.85 V10 = 10.66 FPS
V) w, 2 ~o - - K = 29.20 ENERGY DISSIPATOR - D3
> JNOM La = 9' - LVC = 200' 322 W = 5'
322 W - m _ x+ D50 6"
\ Z~<> - 11 ° MIN. LINING THICKNESS = 22"
320 r 320 CLASS „B" STONE
\ UuFi1Iw._... Z
N° It m° m ALL PIPES TO MEET N.C. DOT REQUIREMENTS + N u~ - - c`w - - - - - o i n o . V- 318
318 M \ n d o~ NC) N M n r
U U
316 -1.0%n x59'... Lij 316
W \ Lo w
314 _ 2z y 314 TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE STA. 19+44 RIGHT SIDE L-1 TO INV. IN PIPE 2 STA. 23+28 L-1
- -aeu _ - STA. 24+23 RIGHT SIDE L-1 TO INV. IN PIPE 2 STA. 23+28 L-1
312 STA. 26+06 RIGHT SIDE L-1 TO INV. IN PIPE #3 STA. 24+45 L-1 N STA. 26+71 RIGHT SIDE L-1 TO INV. IN PIPE #4 STA. 33+72 L-1
312 u ° STA. 18+83 LEFT SIDE L-1 TO INV. OUT PIPE 2 STA. 23+28 L-1
O a STA. 25+49 LEFT SIDE L-1 TO INV. OUT PIPE 3 STA. 24+45 L-1
310 'k 310 STA. 23+41 LEFT SIDE L-1 TO INV. OUT PIPE #2 STA. 23+28 L-1
STA. 27+78 LEFT SIDE L-1 TO INV. OUT PIPE #4 STA. 33+72 L-1
0 o STA. 11+00 RIGHT SIDE L-2 TO STA. 10+00 RIGHT SIDE L-2 a a 308 STA. 12+38 RIGHT SIDE L-2 TO STA. 11+00 RIGHT SIDE L-2
308 \ 6s y PIPE 2 y/_ ( PIPE #3 _ x x STA. 11+00 LEFT SIDE L-2 TO INV. IN PIPE #3 STA. 10+00 L-2
\ i = #3 3? - - - - - STA. 12+34 LEFT SIDE L-2 TO STA. 11+00 LEFT SIDE L-2 xx
306 1\ ~o% 306
3
PIPE #2 PIPE #3 W -76 L.F. 42 CMP -38 L.F. 18" CMP _ 304 PERMANENT DITCH PROTECTION SCHEDULE
304 z - SLOPE -2.899. - SLOPE -2.635 =~-2.63% NONE REQUIRED GRASS LINEDDITCHES STABLE
INV. IN = 306.10 INV. IN = 307.50 INV. OUT = 303.90 INV. OUT = 306.5C .
J. BE RCP. - _ _ . _ . 302
302 CAN BE RCP
z
DATUM ELEV 300.00 300 z o Z) 0
O~
m m n Nd d^ "'o ~ ~n o QN m °d °o n m o o UQ a O OR M O M m N M U o ~i to N ,rj Q d V M nj .N- 0
O O 00 M f~ N N N (n N dm d^ ~d M' NN ryN of ~d O' 00 Om ~N1 ~M Mh MM) MIN MN h~ M M M10 ~O M MM M,7 MM M~ MM M,~ MM Za
~ h M rl h M M M Ml h M] r7 xU x rr wa
19+00 20+00 21+00 22+00 23+00 24+00 25- 25+00 26+00 27+00 28+00
SHEET 3
PROFILE VIEW PRIVATE ROAD L-1 THOMPSON and ASSOCIATES, P.A. PRIVATE ROADWAY PLANS FOR
5821 HOLLY SPRINGS ROAD
RALEIGH, 27606 CEDAR CREEK
TEL. [phone]
FAX [phone]
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE WAKE COUNTY EROSION CONTROL ORDINANCE. PIPES AND EROSION CONTROL DEVICES MAY VARY DATE: 8-20-98 SURVEYED BY JOB SAINT MATTHEWS TOWNSHIP NORTH CAROLINA
SCALE: 1M _ 40 (HORIZONTAL) THE CONTRACTOR SHALL OBTAIN A COPY OF TO BETTER CONFORM TO FIELD CONDITIONS. SCALE: 1" = 40' HORIZ. DRAWN BY WAKE COUNTY OWNER: RICKY MOZINGO 1" = 4' VERT. DWG. NO.
? - 4 (VERTICAL) THESE STANDARDS PRIOR TO CONSTRUCTION.
NOTE.• PRELIMINARY PLANS. DO NOT U DO NOT USE FOR CONSTRUCTION. REVISIONS: 10-20-98 PIPE SIZES CCRW3 ZONED: R-30 P.I.N.: 1756.04-71-4394
t

s
E
1 560
oyti~``~~ NEB'
E an 0A .
' 1179 DRAWN BY
a F. TEMPLE
$ CHECKED BY
J.G. TEW
DATE
09-28-98
" f REVISIONS
© "CN7YAW -Nor rosrrce 10-02-98
10-14-98
31
WAFT
OF ox s
CfN7vww ~o
owzprCr smrr J \
Ara-MN oar! / ~ ® ~ ~ ~ ~ I 1
n ` I1 Q l
iY WRIM ~ ® i i r llrM M., i Q a
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS C3 ( I G
(WITHIN RIPARIAN BUFFER ZONE) ALL AREAS OF WETLANDS REGULATED
PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY 2 Lm. _c Af
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE ® 4
IkOLPALONED AEGNMilOK THIS DEYEA1RN1T10N OF SECTION I D POW
A FEW NOT TO EXCEED I 1 s F
o, l
INSERT ..E..
uNE TAe~~~ <'V M'-
LINE LENGTH, BEARING L66 STREAM AMA 000
16 4. N 17' 8'49" W r rn IMPACTED room
161 1 8.86 N 35'07'55" W ww" - O REFERENCE O
L62 23.03 N 0717'40" W SCALE:1 SO' «wn T 'm" , v BEING THE PROPCRrr AS DESCRAWD IN DEED BOOK a
L63 21.48 N 06'09'08" E 7658, PACE 13 AND DEED BOOK 81.1 PA6Lr .514 I yj I AHNSTOV COWrY DEED REO7SMY U
L64 38.61 N 24'02'01" W <y - - - - -
L65 2219 N 03'38'27" W w"momo OMNER O\ NATHAN RUSSELL ADAMS'
L66 3.03 N 1756' " E L67 22.09 S 08 '27" E R A FoR~ I 363 CLD ROAD FPM SM/THF7ELD LD, NC NC 17517
` 919-934-J751 Y S
L68 38.88 S 24'02'07" E r ~F(~ Y I 6 TOTAL AREA -
L89 2194 S 06709'08" W N S ~yc C I 215.88 AC. 1 BY DEEDS III"'
L70 21.93 S OT17'40" E 1 L71 I CURRENT ZONING R30 ~t
L71 8.58 S 35.0755" E 660 L72 TOTAL LOTS 98 F+il
L72 5.55 S 17'28'49" E ,p ® MIN/MUM L0T SIZE 30,000 SF
L73 3.01 S 7756'38" W AREA IMPACTED=35690 sq. ft. (0.0082 ocres)
I
INSERT "B" WETLANDS LINE TABLE INSERT "C" O
6 S 64'40'32" E WETLANDS AREA
WETLANDS AREA LINE 3 LENGTH / I I Z V1
WETLANDS LINE TABLE IMPACTED L32 11.31 S 22.55'07° W IMPACTED
LINE LENGTH BEARING L33 9.99 N 70'04'53" E a.
L22 40.16 N 68.40'22" E SCALE: I" = 50 L34 16.81 N 46.54'16" E SCALE: I"= 50' r V,
L23 48.41 S 26'31'02" E 135 23.48 N 23.26'48" E 00
L24 49.88 N 26'31'02" W L36 54.23 N 36.27'47" E n
- }3 L25 53.48 N 20'18'40" W . . . L37 21 10 N 6TO4'53" W
G+ ~a „ti 1 17 1\\ II L26 6.02 N 89'18'27" W L38 5.00 S 2255'07" W
15.68 L39 10.00 N 6T04'53" W
L27 S 89.49'59" W a . Q
L28 10.12 N 00'10'01" W . . 140 11.25 N 67'04'53" W - L44 ,L461
24.66 `p F 81.20 S 89"49'59" W 00a
L30 1421 144.01 990 S 36'27'47" W L " 20'1 '40" E S 23'26'48" W . . . L43 L45 2 L43 4.07 S 7904'53" W
m . . . L44 4.07 S 66'41'43" W . . . . . . . . . L45 593 S n3o' " W y
L27• L46 2.01 N 83'01'14" W
L26 L47 7.59 S 21'52'34" W L38 L40 / 4 AREA IMPACTED=4,676.19 sq. ft. (0.1074 acres) ~9 L39
E) ~ o I
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER AREA IMPACTED=3,603.91 sq. it. (0.0827 acres)
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF p A o
JURISDICTION MAY BE PRESENT ON THE SITE BUT HAVE NOT BEEN ~ I
DELINEATED. UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED ~~5 p REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
I
n _ WETLANDS LINE TABLE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
LINE LENGTH BEARING WETLAND DELINEATION MANUAL. INSERT "D" N 4 0
Li 36.39 S 83'37'30" E
L2 12.54 S 3224'31° E (NAME 4a tr aQn, WETLM41DSAREA to W = °
L3 23.03 S 82.30'48" E (TITLE)__
U, L4 45.58 N 69'36'35" E (DATE)_~~ Ntjl~~rlr~l'S1~_ IMPACTED Wq z
L5 6.90 S 84.29'19" E SCALE: 1" = 50'
n 1-6 19.70 S 6723'46" E
r L7 15.54 S W02'44" E INSERT "A" CC 0
L8 14.25 N 56'52'14" E WETLANDS AMA L9 15.43 N 43'10'36" E WETLANDS LINE TABLE zU
L10 8.77 N 0 24'43" W (NOT IMPACTED) LINE LENGTH BEARING
1-11 9.31 N 83'48'28" W L49 49.35 S 86'29'11 E J; 150
1 112 13.74 S 16'04'03" W SCALE: 1" = 50' L50 34.60 S 56'16'15" E L49 w
{tr. ~ L13 13.96 N 12'19'43" W L51 21.74 N 10'39'03" E SITE PLAN W
L14 16.82 N 86711'58" W L52 31.48 N 56'16'15" W ~3? y' a
L15 44:60 S 69'31'15" W L53 52.89 N 8629'11" W L53 5A 256 GRAPHIC SCALE ~
I d W = ;
CD Ll6 _ 13.84 N 55733'41" W L54 38.33 N 75'49'47' W V' 300 0 170 300 600 Inc LL W.F
L14 1J 12111 L17 11.02 S 18 13.50 N 840'21" W U9 L181-17 (~6 X15 S L56 15.00 N 62'01'S~" W AREA IMPACTED= 2,606.90 sq. fl. (0.0598 acres)
L
' L19 30.52 N 85'01'43" W LI' L5 46 L57 8.31 S 27'58'09" W rEET, ~o
L20 8.64 5 42'51'19" W L3 !t L58 59.94 S 75'49'47" E 1 inch 300 ft "w
a x"i
Sheet 1 042) 4
f~

SILT GAINS DRAINAGE AREA DENUDED AREA STORAGE STORAGE BA ,E STORAGE BASIN SIZE WEIR SW RIGHT OF WAY
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY THE BUILDER Ac. _ Ac. REWIRED PROVIDED L S.R. 2227 MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING ADMINISTRATION. SB 1 7.46 0.35 636 CF 872 CF 1 !ED PROVIDED L x W x 0 LENGTH 2
MANS ROAD THE BUILDERS ENGINEER, ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. SB 2 3.87 0.15 273 CF 383 CF 1 3F 872 CF 14'x12'x5' 11' :F 383 CF I I'x11'x4' 10' Q 3 - Vx .7-17r .D. ,
THERE SHALL BE NO FlWNG OR THE ERECTION OF PERMANENT STRUCTURES IN THE SB 3 0.]5 0.35 636 CF 6 672 72 CF 1 ;F 872 CF 14'x12'x5' I1' \ 'W. y.'~Irt ;F 383 CF IVx11'x4' 10, mo d'
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT 4 0.15 D.75 273 CF 383 OF 1 STC L AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED BY WARE COUNTY OR F.E.M.A. SB 5 028 0.28 508 CF 525 CF 1 SB 6 0.77 0.26 472 CF 528 OF 1 :F 525 CF 12'x 11'x5' 10' \ CUT :F 528 OF 12'x1 1'x5' 10'
q SB 7 0.44 0.28 508 CF 528 CF I :F 528 CF 12'x1 T'x5' 10• FILL IF 242 CF 11'x1 Vx3' 10' PRIVATE STREET i's, IMINEpEnHAND
9 SB 6 0.12 0.12 218 CF 242 CF 1 so 0.91 0.44 799 CF BID CF 2 SB 10 0.42 0.42 763 CF 792 CF 1 :F 850 CF 20'x1 1'x5' 10' 93 F 792 CF II'x11'x5' 10' 50' x 20' x 1 TYPICAL CROSS SECTION
av SB 11 0.45 0.45 817 CF US CF 11 CF 835 CF I9'x11'x5' 10' WASHED GRAVEL NT5 :F eeo CF 20'xlVX5' 10' CONSTR. PAD Ko
' SS ~12 0.91 0.44 799 CF 850 CF 2 C6 SB /13 0.13 0.13 235 CF 242 CF 1 n :F 242 CF n•xn'xs• 10' 57 STONE 0; 00
g SS +14 0.42 0A2 763 CF 792 OF 1 3 SB 15 0.25 0.25 454 CF 484 CF 1 F 792 CF 11'z11'z5' 10' n M ;F 484 CF 11'x11'x5' 10'
TO RALEIGH TO WENDELL + 64 BASINS ARE RIP-RAP GRAVEL FILTER TYPE Li pD DENUDED AREA:
INSPECT BANS AFTER EACH RAINFALL OCCURANCE BASINS ARE TO BE CLEANED EVERY YEAR OR AS NEEDED o 3 STREET CONSTRUCTION = 4.22 AC.
DEPTH INCLUDES 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE N a ;ION CONTROL DEVICE g SITE TO BE BALANCED CUT AND FILL
VICINITY MAP (no wcae &0 w° o NO BORROW OR SPOIL AREA ON SITE
N N
a
1
ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE .IZ, ,R yIp V.p 4AIp
WAKE COUNTY EROSION CONTROL ORDINANCE. THE CONTRACTOR SHALL OBTAIN A COPY OF
N/F BILLY NEAL AND MILDRED P. PERRY THESE STANDARDS PRIOR TO CONSTRUCTION.
" DB 2973, P 460 SN3 1
n S 86'30' E PIPE /1
N p\ 2594.2' 2' 2 LOCATION, QUANTITY, AND PL4CEME R OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES ANY VARY TO BETTER CONFORM TO FIELD CONDITIONS.
y G\ \ O
m aap~\ \ O O 2.34 A 205 59 W R
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
~s\ 3.37 AC - 1.10 A START CTIO ' a w~°N LNO `N&%= SSKI L NT NOTIFY 1.10 AC S X 619' 43 ~ THE ENGINEER OF ANY POSSIBLE CDINFUCTS ONCE ALL EXISTING UTILITIES ARE LOCATED AND IDENTIFIED
\ O 0 S N/F J. P. ROBERTSON FAMILY 1.57 AC 0.16 ACRES CONTRACTOR SIIALL COORDINATE RELOGTM, IF REQUIRED, ~C S OF ANY CONFUC S WITH Cones UTILITIES WITH ALL
LIMITED PARTNERSHIP lk \ TO BE PURCHASED FROM THE APPROPRIATE AUTHORITIES AND AGENCFS. 7 ALL WORK. IATIMALS, PLACEMENT, AND CONSIAUC110N OF ILL 4'/VgTf C.C. POOLE TO ENABLE ROADWAY IMPROVEMENTS AND DRNNAOE STRUCTURES SHALL
DEED: 7121-0321 9• 7.95 AC P\ \ 3.05 AC ? R/ PE #2 NEW ROADWAY TO BE OF GOVERNING AUT AND SPECIFICATIONS HORITY.
8-22-96-R ~O\ \ 11 AND LOCAL PERMITS SHILL BE OBTAINED I n CONSTRUCTED ALL REQUIRED STATE PRIOR TO THE START OF CONSTRUCTION.
N47.9E H \ \ O POSSIBLE FUTURE ALL WAKE COUNTY SEGMENT AND EROSION CONTROL REGULATONS O PIPE #3 ^ 45' ACCESS ROAD SKIRL BE MET DURING CONSTRUC"w".
3ZS' SJ. \ \ 1.33 AC 4 4
? , k O 2.57 AC 2.57 AC
MAGE ESMT N 20'57' W 2.00 AC i I 3 SITE DATA
PIPE AND DISSIPATOR SCHEDULE 117.6' 12 , 4.52 AC 6 -
PIPE #1 PI~i 2 CoCH'ArFD 2.06 AC C TAX MAP REFERENCE 1756.04-71-4394 PRESENT ZONING R-30
-tt STA 15+80 L-1 -Cl A 23+28 L-1 J f DITCH `A• _ -28 L.F. 247 CUP -76 LF. 47 CUP / / /.QQ TOTAL ACREAGE 68.2 ACRES
SLOPE -2.5% SLOPE -2.89% INV. IN -329.85 IHV IN -306.10 ~ TOTAL NUMBER LOTS 14 TOTAL LINEAR FEET (STREETS) 3412 L.F.
INV. OUT -329.15 INV. OUT -303.90 !G \ - - 1E" ~0 DA - 11.13 AC. DA • 47.15 AC. - - ap0 / AREA IN STREETS 3.7 ACRES
w - 17.37 CTS 028 - 61.62 GFS ' 4.72' AC ? \ i - WNr 14,19M WUW.i4.764W8 N 67*54 W 15 _ ENERGY l;- v AVERAGE LOT SIZE 4.6 ACRES
009PA1OR - 01 ENERGY D'651PATOR - 02 - - - La . 15' La . 28' 80.6' W 8' W . 14' i
r iA ~r' BU 050 S. Dso - is IN. UNING THICKNESS - 2,- MIN. LINING THICKNESS - 26 '0 Milo i
O, CLA59 'B STONE CUSS •6 STONE N Al _ YO NOTES
PIPE p3 PIPE ++4 Z \ - CONSTRUCTED - PRESENT LAND USE IS WOODED AND FALLOW.
+CL STA 21+46 L-1 -CL STA 34+00 L-1 C3' DITCH •Ir / -38 LF. 16 CUP (OR RCP) -26 LF. 36 CMP (OR RCP) N 85'04' W - 11 - STREETS WILL HAVE A 50' PRIVATE R\W
SLOPE -2.63% SLOPE -1.07% W. IN -30750 INV. IN -291.30 65.0' CUL-DE-SACS WILL HAVE A 50' RADIUS. g0 - ALL RADII AT STREET INTERSECTIONS SHALL BE 25'.
W. OUT -30650 INV. OUT -291.00 ~ ~ A9• DA - 0.97 AC. DA . n.6o Ac. N 43'31' W CONSTRUCTED 14 * 1~ ALL STREETS WILL BE PRIVATE AND CONSTRUCTED TO WAKE
025 - 2,52 CS 025 • 17.37 CFS V10 • 10.66 FPS VIO - 16.64 FPS 81.7' ~H - i1ffCH.`2` COUNTY PRIVATE ROAD STANDARDS.
ENERGY DISSIPATOR - D3 ENERGY DISSIPATOR - D4 11.32 AC W-9' La - 20' - WATER SYSTEM WILL BE INDIVIDUAL WELLS.
D50 - 6' D50 - IT 3 S 662 20 i U~IN cuss'Er S ONENESS . 2r CLASS rGSTONE SS . 26 - SEWER SYSTEM WILL BE INDIVIDUAL SEPTIC.
I - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING CONSTRUCTION.
ALL PIPES TO MEET N.C. DOT REQUIREMENTS Qr°j T~. 3.19 AC N/F C.C. POOLE PR, POOLE PROPERTY - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
DB 1145, P 1' I 1145, P 116 DURING CONSTRUCTION.
z - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL.
- TOPOGRAPHY TAKEN FROM WAKE COUNTY TOPO MAPS AND SHOULD NOT
N/F C. M. AND MARTHA P. CATES f BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES.
CONSTRUCTED BM 1979, P.255 w LENGTH - LED DITCH A ~ Lma 9 XTED ORQ" B CONSTRUCTED DTIa+ ° 70 u. LENGTH -100 - CONTOUR INTERVAL 5' J. co - 13.53 m. DGESi IN'610 2.11C d. - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR
n, • 2,74 A0. 06. 11A0. AG. DESIGN 010 . 10.30 cM DE9W1 010 - 13.53 oh 8O 00YIO.4,96 l0.• VIO.4,35 M C33 fps V10 - 3.44 fps
'LJ O xl _ p DID • 0.25' DID - 43T SLOPE - 10% SLOPE - 10% Mr 010. 0.15• 4 LOTS AND SHALL BE SHOWN ON THE FINAL PLAT, FIELD VERIFICATION.
Z I 10 n . 0.035 n - 0.035 CONSTRUCTED DITCH A FROM END SAC C015IT5KTED DITCH 9 FROM PIP i3s0x ii SLOPE - 0.03504 - FLOOD STUDY TO BE REQUIRED WHERE ROAD CROSSES FLOOD HAZARD SOILS. OTOWADITCH aDS BaaEc BUFFER L_3 CONSTRUCTED REQUIRED o~sINCC FROM E DOWN END SLOPPSAC E - SOILS SHOWN AS FLOOD HAZARD MAY BE RECLASSIFIED BY A LICENSED SOIL SCIENTIST.
1 - o-1 REQUITED DISTANCE DOWN SLOPE OISSPATOR TOWARDS GREEK BW TO A POINT OF PoSTNE ROW AREA TO POSITIVE RAN I POSITIVE Et.Ow To A POINT of PosrnE FLOW
N 5' Y IN - BOUNDARY INFORMATION PLOTTED FROM B.O.M. 1998, PG. 113 Ts - NO 100 YEAR F.E.M.A. FLOOD AREAS ON PROPERTY AS PER F.E.M.A. COMMUNITY PANEL
w 1295 AC 3 in UIE WTI IT MOIIY. uE DITCN wmR U11E DITCK WITH NO. 137183CO380 E
n 0 I r ll U AI 4 :1 7A6 LSBII9 EAR N19 T0T°~EsrKii 1:1 - THE 100' RAPARIAN BUFFER SHOWN IS A RESULT OF A TEMPORARY RULE ESTABLISED GRASf U14MG a:1 CRASS LA~ 4:t
N/F HETTY D. CATES o r~ N D82730, P709 ' ° tc BY THE N.C. ENVIRONMENTAL MANAGEMENT COMMISSION AS PART OF THE NEUSE RIVER
2 \ BASE - 7' BASE - 7' NUTRIENT SENSITIVE WATERS MANAGEMENT STRATEGY. FINAL ADOPTION AND ENFORCEMENT BASE " r BASE - S' OF THIS RULE WILL OCCUR ON AUGUST 1, 1998 PENDING APPROVAL BY THE N.C. GENERAL
TIPM Om rtmw PLIAL
116.38' - \ \ OONIIIIECI OAD6 'R 091~IIIp» am= 309.61' CI .r comrwo 1 vpm ASSEMBLY AND THE RULES REVIEW COMMISION. mcnm THOMPSON and ASSOCIATES, P.A. 0VERWE
N87*08'17"W N 85'12'49 W 369.63
OWNER/DEVELOPER: RICKY MOZINGO w N 66'29155. W a V) 02 MAPLEWOOD DRIVE o air
KNIGHTDALE, N.C. 27545 I 000 v,zGO I N/F J.P. ROBERTSON FAMILY THOMPSC 919-266-5753 W0: ~O L ~Na LIMITED PARTNERSHIP 5821 HOLLY SI 5821 HOLLY SPRINGS ROAD EROSION CONTROL PLAN
wun W W I zo n PIN:1755.02-89-4190 RALEIGH, NC RALEIGH, NC 27606
u Q<m ~O00) DB2239, P.124 TEL. 919 851- FAX 919 859- TEL. [phone] FAX [phone] CEDAR CREEK SUBDIVISION
mn 'w ~w- 200 0 100 200 400 ° i w m z m
DATE: 8-21-98 SURVEYED BY JOB SAINT MATTHEWS TOWNSHIP NORTH CAROLINA
1 m w DATE: 8-21
= SCALE: NOTE PREIMMV4IPY PUNS DO NOT USE f01P COA67IPW770M i" SCALE: 1" = 200' DRAWN BY DWG. NO. WAKE COUNTY .
THIS IS A PRELIMINARY PLAN AND SHOULD NOT BE SCALE 1'= 200 ' USED FOR RECORDATION, SALES OR CONVEYANCES. REVISIONS:
REVISIONS: 10-20-98 PIPE & ACCESS CCECP ZONED: R-30 P.I.N.: 1756.04-71-4394

50' RIGHT OF WAY
THIS IS A PRELIMINARY SUBDIVISION LAYOUT \ R NOTES: S DENUDED AREAL V P 18' PAVEMENT 6 6 TEN-TEN
AND DOES NOT CONSTITUTE APPROVED ~~7 STREET CONSTRUCTION = 3.45 AC. CL 1010' o
n AND RECORDED LOTS. a AS OF 07/23/98 THE NEW LINES AND CORNERS 60, BORROW AND SPOIL AREA 0.20 AC.
DEPICTED ON THIS DRAWING ARE NOT TOTAL DENUDED AREA 3.65 AC. ESTABLISHED ON THE GROUND. 114- PER t1. 1 1/2" I-2 ~ PER i 1
1• PER . LIZ
N W MP~• 8" ABC
0 CUT ~ o I o
o ALE WORK AND MAC SWPLSSp~LCO FOO M O THE FILL y SITE DITCH WITH
50' x 20' x 12" WAKE COUNTY EROSION CONTROL ORDINANCE. THE CONTRACTOR SNaL DETAIN A COPY O
GRAVEL CONSTRUCTION THESE STANDARDS PRIOR TO CONSTRUCTION. PAD (#57 WASHED STONE) LOGIDM OUAN111Y, AND PUCEKE.K OF ORAIIMOC RPES AM EmOswN CamAx DEW= wr VARY TO EmER CONEaw ro PTELD cnNanavSU RESIDENTIAL STREETS 1' BASE
TYPICAL CROSS SECTION WITH NO CURB AND GUTTER ARTHUR PIERCE RD rov
NTS
CONSTRUCTED DITCH A CONSTRUCTED DITCH 8
LENGTH -200 I.f. LENGTH -150 J. R/W DA - 0.70 AG. DA _ 0.65 AC. VICINITY MAP
NOTE. E 3 ~LI~ CL ' 6' 6 R/W DESIGN 010 - 2.72 cfs DESIGN Q10 - 2.24 cfe
~p UIFATRIN OF ALL MS IM 35 6 D10 = 0.23' fps o VIO 0 - o 20' 'P' NO SCALE - 3.05 D100 - 0.26' D100 - 0.25'
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY CONTPA" SNAU WAWY THE BUILDER W Dues lOE AM eaa= Pnoe ro THE MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING ADMINISTRATION. a M w LO rdE EOF=R x'p"vos~EmWUSPAU.NNOM 1 Y -y r SLOPE -5.00% SLOPE -5.00% n - 0.035 n - 0.035
THE BUILDER'S ENGINEER, ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT O; & _ NOMFUC,,"" m„ REWIRED,
OF WY CONnxm wn rz,w EM UtIL W LL THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. 001 $ m 8" ABC 15'
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE W w w ALL WOK. WATERLUS, PLACEMENT, AND CONsn" T" O ALL W,cImNS
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT a n It C KrOIawY KWI ro WAIL N7WmvonLS %A9 UO E OImWNADE NOMM S10.YAM SPECCILNES SHALL AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUNTY OR F.E.M.A. ~j = p ALL ROJIMED STATE AN "AID urx PERMITS SNUL BE OmnKm SECTION A-A DITCH WI' DITCH WITH
M Q j MtlORWAM COUNTY START ALL OA04T NO BWSM Comm REo"TIW6 1' BASE 1' BASE LNE DITCH
ro w w sawL sE MET m"4 CKETKR pN, 4: TEMP WITH SITE DATA 1 . MATTING 4:1
o p °
z V) I~ ° SYMMETRICAL CUL-DE-SAC L-3 AND L- -3 AND L-4 TAX MAP REFERENCE 760.01-49-2088 & 6288
WITH NO CURB AND GUTTER JITTER BASE 3 TOTALEACREAGEG 8.40 ACRES TYPICAL DETAIL TOTAL NUMBER LOTS 19
NTS CONSTRUCTED DITCH SE07M TOTAL LINEAR FEET (STREETS) 3412 L.F.
N AREA IN STREETS 3.45 ACRES AVERAGE LOT SIZE 0.79 ACRES
SEDIMENT BASIN SCHEDULE NOTES
SB L W D WEIR STORAGE D.A. DENUDED
16' 11' 5. To' 4 cf 1.02 ac ac
All PIPE AND DISSIPATOR SCHEDULE 2 16' 11' S' 10' 704 cf 1.10 ac 0.38 ac - PRESENT LAND USE IS WOODED AND FALLOW. 3 25' 13' 5' 10' 1300 cf 1.80 ac 0.70 ac - STREETS WILL HAVE A 50' PUBLIC R/W
0 \ 00 PIPE A PIPE B (2 4 13' 11' 5' 10' 572 cf 0.30 ac 0.30 ac - CUL-DE-SACS WILL HAVE A 50' RADIUS. (2) - 60" RCP"S 5 23' 11' 5' 10' 1012 cf 1.10 ac 0.55 ac - ALL RADII AT STREET INTERSECTIONS SHALL BE 25'.
SHERAANN F. HENDERSON ~ ~Y4~ I -CL STA. 10±21 L-1 -CL STA 10+21 L-2 IN' INVERT IN = 422.80 6 14' 11' 5' 10' 616 cf 0.34 ac 0.34 ac - AL STREETS WILL BE PUBLIC AND CONSTRUCTED TO N.C. DOT
DOROTHY WOMBLE FRANKS 'A9 -96 L.F. 18' RCP -48 L.F. 18" RCP IN' INVERT OUT = 422.40 7 19' 11' 3' 10' 418 cf 0.78 ac 0.22 ac SUBDIVISION ROADWAY STANDARDS.
I ~Rqy ~S INVERT IN 448.50 SLOPE X3.75% 440.._ J °y 0Y~ INVERT OUT 446.10 INV. IN 460.00 SL -72 L.F. (EACH) 8 15' 11' 4' 10' 495 cf 0.65 ac 0.26 ac - WATER SYSTEM WILL BE INDIVIDUAL WELLS. SLOPE = 0.567 RIP RAP GRAVEL FILTER TYPE - SEWER SYSTEM WILL BE INDIVIDUAL SEPTIC.
\ I 430 ,420 I SLOPE 2.50% INV. OUT 458.20 D.' D.A. = 99.70 ACRES CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH
D.A. = 1.10 ACRES Q1 445 I\ D.A. = 1.02 AC. Q10 = 87.15 cfs INSPECT BASINS AFTER EACH RAINFALL EVENT
460 455 450 0,25 = 2.69 cfs Q, 01 Q25 = 117.65 cfs DEPTH INCLUDES 1 FOOT FREE BOARD DURING CONSTRUCTION. 0100 = 187.37 cfs - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
465 435 V10 = 6.48 fps Q25 = 2.69 CFS S 83'06'53' E EIP ENERGY DISSIPATOR V10 = 7.70 FPS V1 588.32' - Dt V10 = 7.04 fps DURING CONSTRUCTION.
IS S 81'45'36" La - 9' ENERGY pISSIPATOR - D2 EN DRIVE_ E \ 473.12' La - 9' ENERGY DISSIPATOR - AL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
SHAFT i .0' 5.0'' W = 5' - L V La = 50' TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL. W = 19'
- } EIP D50 = 6" W = 5' V - MIN. THICK. = 18" D50 = 6" [ D50 = 13" INV. OUT PIPE (2-60") - STA. 15+50 L-1 TO STA. 19+82 LT. SIDE L-1 - TOPOGRAPHY TAKEN FROM WAKE COUNTY TOPO MAPS AND SHOULD NOT
USE CLASS "B" STONE MIN. LINING THICKNESS = 18" ~ 18" MIN. THICK. = 26" STA. 19+08 RIGHT SIDE L-1 TO INV. OUT PIPE a CL INTR. L-1 & L-2 BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES.
v 3 15 \v~~t sal \ CLASS B" STONE L USE CLASS "B" STONE INV. IN PIPE B CL INTR. L-1 & L-2 TO STA. 21+34 RT. SIDE L-1 - CONTOUR INTERVAL = 5' 100 YR. HW = 426.75 STA. 22+50 RIGHT SIDE L-1 TO END OF IMPROVENENTS L-1
- - - - 30~1A - i 30100 S.F. 1 I. V I g6 iC .72 0.69 NC / "yp~7111STs y 54,713 S.F. L ALL PIPES TO MEET N.C. DOT REQUIRE 1C I~M 100 YR. TW = 426.75 STA. 22+50 LEFT SIDE L-1 TO END OF IMPROVEMENTS L-1 - DRAINAGE EASEMENTS SHALL BE PRQVM FQR ALL AREAS DRAINING 4 ACRES OR INV. IN PIPE B CL *ft. L-1 & L-2 M STA. 13+14 LT. SIDE L-2 4 LOTS AND SHALL BE SHOWN ON THE FINAL PLAT. FIELD VERIFICATION.
W. OUT PIPE 8 CL OM. L-1 & L-2 TO STA. 11+69 RT. SIDE L-2 - FLOOD STUDY TO BE REQUIRED WHERE ROAD CROSSES FLOOD HAZARD SOILS.
0.70 wp1.26 AC ~ 415 i .1 STA. 16+16 RIGHT SIDE L-2 TO END OF IYPROVENENtS L-2 - - SOILS SHOWN AS FLOOD HAZARD MAY BE RECLASSIFIED BY A LICENSED SOIL SCIENTIST.
/ ~ 18 n STA. 13+06 RK01T SIDE L-2 TO END CUL-DE-SAC L-4 LT. SIDE - NO 100 YEAR F.E.M.A. FLOOD AREAS ON PROPERTY AS PER F.E.M.A. COMMUNITY PANEL STA. 12+01 ROff SIDE L-4 TO END CUL-OE-SAC L-4 RT. SIDE
t7z a 420 415 STA. 11+63 RIGHT SIDE L-3 TO END CUL-DE-SAC L-3 RT. SIDE y - THE 100' RAPARL4N BUFFER SHOWN IS A RESULT OF A TEMPORARY RULE ESTABLISED
u=, ~z S.F - STA. 11+67 LEFT SIDE L-3 TO END CUL-DE-SAC L-3 LT. SIDE I,- - BY THE N.C. ENVIRON 1646 -95 NUTWINT SENSITIVE WA
C 30.100 S.F. IA 0.80 a. + OF THIS RULE WILL OCCUR ON AUGUST 1, 1998 PENDING APPROVAL BY THE N.C. GENERA
qq Fes; pr- 30.100 Sy- ~ ~ 1 83' v ~ ASSEMBLY AND THE RULES REVIEW COMMISION.
01 v 425 0.69 OCL NV. M !'rl[ a-W) MW . L-i TO SO? 1f406 RT. S~ L~1 z
- - 430 USE ENKAWT OR EWM- 10 6E OWALLM AS PER MA1111iAC1E" SPECWOMW
O 16 n 435
470 / 31,502 S.F. w r I J.M. POWELL & W.M. POWELL
0.72 AC. 32,203 S.F. 1 30,325 S .F STEVEN G. FINCH I 0.74 AC. p.20 AC BERTHA W. FRIAR l JAMES LEWIS POWELL
- JAMES LEWIS POWELL
3 430 35,11iYS.F. 17 440 410
o / 0 0.81 AC. / _ \ 1h \ 32,419 S.F 445 435 1425 415 415 410 420 425 430 1435 440 445 450
/ W 0.74 AC. N 83'14'39" W; 9r 420
0 475 31,132 S.F. SQ EIP R' p0• _ \ 071 AC. N 8345'28' W 415 989.616 a STMPQD N 8415'26' W 438.40' AXLE
236.9r
30,341 S.F. M 0.70 AC.
Z \ 190. C4 450
-
0 \ 35.822 S.F. ,J1J28 1 V , 14 / Sd1U
30,832 S.F. / 0.82 AC- 0.71 AC-
480 - " a pZP~ 3 7 65,349 S.F. FUTURE DEVELOPMENT 445 ~~Qoo PHASE TWO
10 , t.50 A0• fLp00 N
~z~RQ 25.72 ACRES
O I CO I 30,092 S.F. 7, - _ n _ 16D 0.69 AC. f i l
30.69 ACC. O ° 20' TEMP S~?L 2, - EIP 440 S 63'43'2-~ E 617.85' 0 440 F
0.69 SEIE : - -
450 ID3790'" STOCK PILE AREA 445 450 45 440
EIP 480 479 g811 465 460 E 445 -440 0.20 ACRES 445
470 455
485 1 485
450
WILLIAM ,y. JONES JAMES LEWIS POWELL
- 435
N
430
SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND+ 455
DETAILS ON EROSION CONTROL DEVICES, SEEDING SCHEDULE, W
SEEDBED PREPARATION, AND ADDITIONAL CONSTRUCTION
SEQUENCE INFORMATION. PRELIMINARY PLAT
Released for review/comment
Not for recording, sales, a 425
or conveyances
z
THOMPSON & ASSOCIATES, P.A. CONTROL PLAN OVER VIEW 455
5821 HOLLY SPRINGS ROAD - -
aelriru uc 97anR C CD DLJAC`C /1A1C
TEL [phone] FAX [phone] RJR" Llx rnfi.?c V/YL
too o so too zoa
DATE 07/22/98 SURVEYED BY REH BJ-B001l~ HIP WAKE COUNTY NORTH CAROLNA 415
SCALE 1"=100' DRAWN BY CWR :JOHN BROWN dbo WINSLOW PROPERTIES
DWG. ( SCALE t"= 100 455 455 N 84'29'05 W 1312.23' 400 405 410 EiP 450 445 435 430 WILLIAM C. JONES
REVISIONS GRENADR 20 F P.I.N. 076103-20-6288 (STRIP) ' 425 410 405 400
F;

(2) - 60" RCP"S TEN-TEN
RTN IJ,IIXS~ 161o PIPE CL STA. 108+21 L-1 INVERT IN = 422.80
E1~C~P C UeCtcO IN-96 VERT IN 448.50 INVERT OUT = 422.40 0 -72 L.F. (EACH)
MAC~3209, 133 R/w INVERT OUT 446.10 SLOPE = 0.56%
C.B. SLOPE -2.50% D.A. = 99.70 ACRES
D.A. _ '1,10 ACRES 010 = 87.15 cfs 025 = 117.65 cfs SITE -7
010 ° (.q~ cfs r C) '~22' VIO = 6.1j ps Q100 = 187.37 cfs PL o I ao
r n Fk ENERGY DISSIPATOR - D1 V10 = 7.04 fps le / Y L - - - J
La 9' W=5' ENERGY DISSIPATOR o LLJ 2 Lo = 50' Z Qa
D50 = 4' W = 19' J
r MIN. THICK. = Igo' N/F D50 = 1 S' ARTHUR PIERCE
USE CLASS "g' STONE ODELIA H. JEFFERIES MIN. THICK. = 26" RD o J/ USE CLASS "8" STONE 15
l CL STA. it+65.91 CLEVE JEFFERIES HEIRS CL STA. 15+09.92 L-1 80C 13.5' LT. & RT. . BOC 13.5' LT. 100 YR. HW = 426.75' W
r END 100' TAPER BEGIN TAPER TO PIPE OUTLET OUTLET f 100 YR. TW = 425.06' a0
GRENADIER SUBDIVISION
F5' x 20' x 12CL STA. 10+65.91 L-1 BEGIN 25' PVMT TAPER AVEL CONSTRUCTIOR 15.0BOC 22' LT. & RT. 0- VICINITY MAP
D (#57 WASHED STONE) "l L = 27.48' BEGIN 100' TAPER S 09'13'19" W 750.33' '100 YR. TW = 425.06' EIP 3 SCJ~E
SB2 r 5' ry n ~ J~~cQ F SF
r m g SF SF-
11+00 12+00 m 13+00 14+00 GQ i s+oo t 7+00 18+00 S 09' 13'56" W O V W Z
n - -I - I N 1 -1 - -1 - - 1 - - 0 ~ r - -I - o f t - - T- T- J ~o ` a 235.31 " o p+j m (=j.),
m S 09'13'56" W 789.29' (FROM CL-PL) 15+00 -"ro r
SB{j`3 tW SFv- EM EM EM EM EM 4== -EM
CL INTX. S.R. 1010 & L-1 ^m 3 CONC. CURB AND GUTTER SF s SBA SB1 L1 [M- 5
STA. 10+00 L-1 e~ S 09'13'56" W 766.86' 100 YR. HW = 426.7 HW = 426.75' EIP vl
CL STA. 10+27.41 L-1 CL STA. 10+61.41 L-1 CL STA. 14+86.65 L-1 W
RAD. PT. 6' B-B ISLAND RAD. PT. B-8 ISLAND BOC 13.5' RT. Z J O
r BEGIN TAPER TO PIPE INLET /
r r R . 25.00' BEGIN 25' PVMT TAPER GRENADIER SUBDIVISION
L - 32.82' W
r NSF SHERAANN F. HENDERSON 0- 0
10' x 70' SIGHT TRIANGLE SEDIMENT BASIN NOTE: SIGHT TRIANGLE IS IT BASIN SCHEDULE a
OFF OF GRENADIER SUBDIVISION PLAN VIEW FOR L-1 SB L W D 4 W D WEIR STORAGE D.A. DENUDED 0' RIGHT OF WAY
S PROPERTY. (TYP. EITHER SIDE) i 16 11 1 1 ' 10' 704 cf 1 1.02 ac 0.3-7a c PL 8' 20' PAVEMENT 6' 6'
1 1 ' 5' 10' 704 cf 1.10 ac 0.38 ac
p~kST 16o TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE 3 2 16' 11' 5' 25' 13' 5' 13' 5' 10' 1300 cf 1.80 ac 0.70 ac 1010'
B( /C Raw INV. OUT PIPE (2-60") - STA. 15+50 L-1 TO STA. 19+82 LT. SIDE L-1 4 13' 11' 5 11' 5' 10' 572 cf 0.30 ac 0.30 ac r_1~4' PER f1. 1 1/2" I-2
STA. 19+08 RIGHT SIDE L-1 TO INV. OUT PIPE 8 CL INTX. L-1 & L-2 5 23' 11' 5'
INV. IN PIPE B CL INTX. L-1 & L-2 TO STA. 21+34 RT. SIDE L-1 6 14' 11' 5' 1 1 ' 5' 10' 1012 cf 1.10 ac 0.55 ac PER 06 P~ FT. 21y 11' 5' 10' 616 cf 0.34 ac 0.34 ac MPX• 81 ABC ~P
STA. 22+50 RIGHT SIDE L-1 TO END OF IMPROVENENTS L-1 7 19' 11' 3'
STA. 22+50 LEFT SIDE L-1 TO END OF IMPROVEMENTS L-1 8 15' 11' 4' 11' 3' 10' 418 cf 0.78 ac 0.22 ac 2n CUT
INV. IN PIPE B CL INTX. L-1 & L-2 TO STA. 13+14 LT. SIDE L-2 11' 4' 10' 495 cf 0.65 ac 0.26 ac FILL DITCH WITH 1' BASE
INV. OUT PIPE B CL INTX. L-1 & L-2 TO STA. 11+69 RT. SIDE L-2 RIP RAP GRAVEL FI GRAVEL FILTER TYPE RESIDENTIAL STREETS
PERMANENT DITCH PROTECTION SCHEDULE STA. 16+18 RIGHT SIDE L-2 TO END OF IMPROVENENTS L-2 CLEAN ONCE EVERY JCE EVERY YEAR, AS REQUIRED OR AS NEEDED TYPICAL CROSS SECTION WITH NO CURB AND GUTTER
BASINS AFTER EACH RAINFALL EVENT
INV. IN PIPE (2-60") -STA. 15+50 L-1 TO STA. 19+08 RT. SIDE L-1 STA. 13+06 RIGHT SIDE L-2 TO END CUL-DE-SAC L-4 LT. SIDE INSPECT BASINS AF ALL SEDIMENT LADE v ENT LADEN RUNOFF SHALL BE DIVERT TOWARDS A BASIN NTS
USE ENKAMAT OR EQUAL. TO BE INSTALLED AS PER MANUFACTER'S SPECIFICATIONS DEPTH INCLUDES 1 CLUDES 1 FOOT FREE BOARD
456
I , GENERAL NOTES:
1-._.-.--- a a 54 CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
454 + - r--- UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO THE
START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY
r -a - r- - r - - 5 THE ENGINEER OF ANY POSSIBLE CONFLICTS ONCE ALL 77iF~r 42
i w EXISTING UTILITIES LOCATED 12EN IFIED. -
s m m CONTRACTOR . 450 OF ANY CO t -
450 l > _ ' PVI STA 15+50 -7~ 0p` ; o w„ - THE APPROPRIATE AUTHORMES AND AGENCIES.
.00 + C4 ALL WORK, MATERIALS, PLACEMENT, AND CONSTRUCTION OF ALL N 448 ROADWAY IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL
448 t-- \ 4 - ELEV = 424.00 h„~ rwz CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS
x` A.D. = -14.11 E A-~ K = 28.34
a X7 OF GOVERNING AUTHORITY.
446 - - - - - - + LVC 400'
PVI STA46 ALL REQUIRED STATE AND LOCAL PERMITS SHALL BE OBTAINED = 19+00 - PRIOR TO THE START OF CONSTRUCTION. 0PVI ELEV = 455.50 ALL WAKE COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS 10 44 SHALL BE MET DURING CONSTRUCTION.
444 > -
A.D. = 3.20 ro
K = 56.25
442 > Cr ' . LVC = 180' 442 S _ - _H
0 > L#j a
\ N 440
440 w_ M d 0 VAR. 6' 8' 5'
d - - 438 PAVEMENT SHOULDER
4,38 a > N w _ WIDTH WIDTH
> > > I_W mm -
> m 436 1/4"/FT x I_. _ OR 6%
> J 4360 Li J _ -2.08% +8% / W
+ X N. 0 .
434 O 34 -8.339
/ ~ 10"/FT ,259,
m + > O 432
432
Z a- - ! (2) - 60" RCP"S SHOULDER SECTION
INVERT IN = 422.80 .430
430 INVERT OUT = 422.40 > -72 L.F. (EACH) DRIVEWAY TURNOUT GRADES
SLOPE = 0.56%
428 _ D.A. = 99.70 ACRES . _ 1 428 J
010 = 87.15 cfs Q25 = 117.65 cfs \ - \
Q100 = 187.37 cfs 04 _ -g 426
426' _ ! - V10 = 7.04 fps `S 779 \ / 00
ENERGY DISSIPATOR _ La = 50' of
424 W= 19' 24
D50 = 13" 100 YEAR-POST-DEVELOPMErIT_WAl ELOPMEIT WATER_SURFAU ELEV.. = 426.75' SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND
MIN. THICK. = 26. - USE CLASS "g' STONE - J 422 w DETAILS ON EROSION CONTROL DEVICES, SEEDING SCHEDULE,
422 100 YR. HW = 426.75' SEEDBED PREPARATION, AND ADDITIONAL CONSTRUCTION
100 YR. TW = 425.06'
DATUM ELEV 420 z SEQUENCE INFORMATION.
420.00 0n
o o a 00 ~n 00 M (D r ~0) _N ~O ~ m ~ ~O ~M Nr 4-I- W'- N00 NL N0 It c01- cn`^° 000) .00 0° Ll~ ro Or Ofvwi 0 C-4 0) u') u') Lo v It x0~
00 V)d. O~ r~ y ~N 06 r~ Ln rN N0' Lo Ln ad t~ ~a dM M ~7 MlN MM NM NN CN 7M
as It <a a~ t n It v~ as a~ °o ~a ~a It wa
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
SHEET 2
PROFILE VIEW FOR L-1 THOMPSON and ASSOCIATES, P.A. ROADWAY PLANS FOR
5821 HOLLY SPRINGS ROAD
RALEIGH, TEL. [phone]
4ift RALEIGH, NC 27606 GRENADIER SUBDIVISION
FAX [phone] UVVNtM/UtVtLUI"tR: VVI IN ) LU YV r-r-, U r'Cr[11 L.D
ALL WORK AND MATERIALS SHALL CONFORM TO DATE: 9-23-98 SURVEYED BY REH JOB SWIFT CREEK TOWNSHIP NORTH CAROLINA
THE STANDARDS AND SPECIFICATIONS OF THE LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
WAKE COUNTY EROSION CONTROL ORDINANCE. PIPES AND EROSION CONTROL DEVICES MAY VARY 1-= 40• Ho IZ. BJ-BOOTH SCALE: t^= 4' VERT. DRAWN BY WAKE COUNTY OWNER: WINSLOW PROPERTIES
SCALE: I" = 40' HORIZONTAL THE CONTRACTOR SHALL OBTAIN A COPY OF TO BETTER CONFORM TO FIELD CONDITIONS. DWG. NO. P.I.N. NOT USE FOR CONSTRUCTION. GREN-L1A . 0760.01 -49-2088.)
I" = 4' VERTICAL THESE STANDARDS PRIOR TO CONSTRUCTION. NOTE: PRELIMINARY PLANS. DO NOT US REVISIONS ZONED R-30 P.I.N. 0761.03-20-6288~LG.TRSTRIP)

NSF
C.C. POOLE PROPERTY CL CURVE DATA C-2
D.B. 1145, PG. 116 WAY PI STA 25+71.05 150'6' RIGHT GRAVEL
O ,L = 54'30'49" 2' EL CL 2'
1a R = 500.00'
IAREA TO BE PURCHASED FROM C.C. POOLE ~r UF1E~ FOR PRIVATE ROADWAY TO BE CONSTRUCTED. CLPI C TA 22 A18 1 STAM24+2-1 & L 1 L-2 T = 257.59' 8 8
RPPPRIP~ L = 475.72' 1/4. PER FT. 3' GRAVEL
6v A = 60'56' 10" = STA. 10+00 L-2 A00 BREAK POINT STA = 26+58.01 ~r PER r- ~2 PER R L.1
v e4!~ ppSAS, P R = 200.00' - - -A T = 117.66' SB g9
tiV~~~ gCpFREF L = 212.71' °p ' to L1 CUT
P~ S ~ 26+00 26+00 FILL
1a o > DITCH WITH
\ - / 0 k SILT FENCE 27+00 , TM PRIVATE STREET ;.s D DEPTH
TYPICAL CROSS SECTION
NTS
7 Za~DD a TM
'ci 699
~~qT ~P QQ4 Y L = 49.59' \ 1
\ rM C~l
x n
GENERAL NOTES:
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
Q UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO THE
O \ C1 _ 22 0 0__ _ 5 4 0 y / 1 ORPyE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY POSSIBLE CONFLICTS ONCE ALL
~ 58 M~ S 1~ EXISTING UTILITIES ARE LOCATED AND IDENTIFIED.
m TM SILT FENCE IS SILT BASINS DI 4SINS DRAINAGE AREA DENUDED AREA STORAGE STORAGE BASIN SIZE WEIR CONTRACTOR SHALL COORDINATE RELOCATION, IF REQUIRED,
SB# Ac. Ac. REQUIRED PROVIDED L x W x D LENGTH OF ANY CONFLICTS WITH EXISTING UTILITIES WITH ALL THE APPROPRIATE AUTHORITIES AND AGENCIES.
J~F NPR R 0V w SB #5 ALL WORK, MATERIALS, PLACEMENT, AND CONSTRUCTION OF ALL
m .P PR, R~OR SB #6 0.28 0.28 508 CF 528 CF 12'xl1'x5' 10' ROADWAY IMPROVEMENTS AND DRAINAGE STRUCTURES SHALL 0.77 0.26 472 CF 528 CF 12'xl1'x5' 10' CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS
0.44 0.28 508 CF 528 CF 12'x1 1'x5' 10' OF GOVERNING AUTHORITY.
5o SB #8 SB #7 JP i 0.12 0.12 218 CF 242 CF 11'xl1'x3' 10' ALL REQUIRED STATE AND LOCAL PERMITS SHALL BE OBTAINED
Qg o0 SB #9 0.91 0.44 799 CF 880 CF 20'x11'x5' 10' PRIOR TO THE START OF CONSTRUCTION. ALL WAKE COUNTY SEDIMENT AND EROSION CONTROL REGULATIONS
ARE RIP-RAP GRAVEL FILTER TYPE SHALL BE MET DURING CONSTRUCTION.
PLAN VIEW PRIVATE ROAD L-1 BASINS ARE RIP-RAI INSPECT BASINS AFT T BASINS AFTER EACH RAINFALL OCCURANCE
BASINS ARE TO BE ARE TO BE CLEANED EVERY YEAR OR AS NEEDED
DEPTH INCLUDES 1' INCLUDES 1' FREEBOARD
ALL SEDIMENT LADED DIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE
PIPE AND D!SSIPATOR SCHEDULE
34 344 PIPE #2
a -CL STA 23+28 L-1
342 -76 L.F. 42" CMP
342 SLOPE -2.89%
INV. IN 306.10 INV. OUT 303.90
_ _W 3a0 D.A. = 47.15 AC.
340. 025 = 61.62 CFS
(Al V10 = 14.30 FPS
338 338 ENERGY DISSIPATOR - D2
- \ iW La = 28' - N
\ 46 W = 14' 336 D50 = 13"
336 MIN. LINING THICKNESS = 26"
U CLASS "B" STONE
334 - - - - - - - - s 334
M ALL PIPES TO MEET N.C. DOT REQUIREMENTS
332
332
HIGH POINT ELEV . 30
°W PI r s PE AND I I
_ PVI ELEV =344. - 'T PIPE #3
A.O. = 12.42 - _ - - - - - - _ _ - -CL STA 24+46 L-1
_ PVI STA = 23+50 328 - K = 24.96 - 328 -38 L.F. 18" CMP (OR RCP)
LVC = 3to' PVI ELEV = 305.00 A.D. _ -12.36 - - - - - - - - - + - - - - - SLOPE -2.63%
a _ 326 INV. IN 307.50 --cr INV. OUT -306.50
326 K = 28.31 I _a
+ LVC = 350' J J - - - - - - PVI STA = 26+50 - - D.A. = 0.91 AC. PVI ELEV = 316.10 04 324 025 = 2.52 CFS
haN - 324 W._ - - - - rv - - d . A.D. = 6.85 V10 = 10.66 FPS
V) w, 2 ~o - - K = 29.20 ENERGY DISSIPATOR - D3
> JNOM La = 9' - LVC = 200' 322 W = 5'
322 W - m _ x+ D50 6"
\ Z~<> - 11 ° MIN. LINING THICKNESS = 22"
320 r 320 CLASS „B" STONE
\ UuFi1Iw._... Z
N° It m° m ALL PIPES TO MEET N.C. DOT REQUIREMENTS + N u~ - - c`w - - - - - o i n o . V- 318
318 M \ n d o~ NC) N M n r
U U
316 -1.0%n x59'... Lij 316
W \ Lo w
314 _ 2z y 314 TEMPORARY MATTING SCHEDULE WITHIN DITCH LINE STA. 19+44 RIGHT SIDE L-1 TO INV. IN PIPE 2 STA. 23+28 L-1
- -aeu _ - STA. 24+23 RIGHT SIDE L-1 TO INV. IN PIPE 2 STA. 23+28 L-1
312 STA. 26+06 RIGHT SIDE L-1 TO INV. IN PIPE #3 STA. 24+45 L-1 N STA. 26+71 RIGHT SIDE L-1 TO INV. IN PIPE #4 STA. 33+72 L-1
312 u ° STA. 18+83 LEFT SIDE L-1 TO INV. OUT PIPE 2 STA. 23+28 L-1
O a STA. 25+49 LEFT SIDE L-1 TO INV. OUT PIPE 3 STA. 24+45 L-1
310 'k 310 STA. 23+41 LEFT SIDE L-1 TO INV. OUT PIPE #2 STA. 23+28 L-1
STA. 27+78 LEFT SIDE L-1 TO INV. OUT PIPE #4 STA. 33+72 L-1
0 o STA. 11+00 RIGHT SIDE L-2 TO STA. 10+00 RIGHT SIDE L-2 a a 308 STA. 12+38 RIGHT SIDE L-2 TO STA. 11+00 RIGHT SIDE L-2
308 \ 6s y PIPE 2 y/_ ( PIPE #3 _ x x STA. 11+00 LEFT SIDE L-2 TO INV. IN PIPE #3 STA. 10+00 L-2
\ i = #3 3? - - - - - STA. 12+34 LEFT SIDE L-2 TO STA. 11+00 LEFT SIDE L-2 xx
306 1\ ~o% 306
3
PIPE #2 PIPE #3 W -76 L.F. 42 CMP -38 L.F. 18" CMP _ 304 PERMANENT DITCH PROTECTION SCHEDULE
304 z - SLOPE -2.899. - SLOPE -2.635 =~-2.63% NONE REQUIRED GRASS LINEDDITCHES STABLE
INV. IN = 306.10 INV. IN = 307.50 INV. OUT = 303.90 INV. OUT = 306.5C .
J. BE RCP. - _ _ . _ . 302
302 CAN BE RCP
z
DATUM ELEV 300.00 300 z o Z) 0
O~
m m n Nd d^ "'o ~ ~n o QN m °d °o n m o o UQ a O OR M O M m N M U o ~i to N ,rj Q d V M nj .N- 0
O O 00 M f~ N N N (n N dm d^ ~d M' NN ryN of ~d O' 00 Om ~N1 ~M Mh MM) MIN MN h~ M M M10 ~O M MM M,7 MM M~ MM M,~ MM Za
~ h M rl h M M M Ml h M] r7 xU x rr wa
19+00 20+00 21+00 22+00 23+00 24+00 25- 25+00 26+00 27+00 28+00
SHEET 3
PROFILE VIEW PRIVATE ROAD L-1 THOMPSON and ASSOCIATES, P.A. PRIVATE ROADWAY PLANS FOR
5821 HOLLY SPRINGS ROAD
RALEIGH, 27606 CEDAR CREEK
TEL. [phone]
FAX [phone]
ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE WAKE COUNTY EROSION CONTROL ORDINANCE. PIPES AND EROSION CONTROL DEVICES MAY VARY DATE: 8-20-98 SURVEYED BY JOB SAINT MATTHEWS TOWNSHIP NORTH CAROLINA
SCALE: 1M _ 40 (HORIZONTAL) THE CONTRACTOR SHALL OBTAIN A COPY OF TO BETTER CONFORM TO FIELD CONDITIONS. SCALE: 1" = 40' HORIZ. DRAWN BY WAKE COUNTY OWNER: RICKY MOZINGO 1" = 4' VERT. DWG. NO.
? - 4 (VERTICAL) THESE STANDARDS PRIOR TO CONSTRUCTION.
NOTE.• PRELIMINARY PLANS. DO NOT U DO NOT USE FOR CONSTRUCTION. REVISIONS: 10-20-98 PIPE SIZES CCRW3 ZONED: R-30 P.I.N.: 1756.04-71-4394
t

s
E
1 560
oyti~``~~ NEB'
E an 0A .
' 1179 DRAWN BY
a F. TEMPLE
$ CHECKED BY
J.G. TEW
DATE
09-28-98
" f REVISIONS
© "CN7YAW -Nor rosrrce 10-02-98
10-14-98
31
WAFT
OF ox s
CfN7vww ~o
owzprCr smrr J \
Ara-MN oar! / ~ ® ~ ~ ~ ~ I 1
n ` I1 Q l
iY WRIM ~ ® i i r llrM M., i Q a
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS C3 ( I G
(WITHIN RIPARIAN BUFFER ZONE) ALL AREAS OF WETLANDS REGULATED
PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY 2 Lm. _c Af
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE ® 4
IkOLPALONED AEGNMilOK THIS DEYEA1RN1T10N OF SECTION I D POW
A FEW NOT TO EXCEED I 1 s F
o, l
INSERT ..E..
uNE TAe~~~ <'V M'-
LINE LENGTH, BEARING L66 STREAM AMA 000
16 4. N 17' 8'49" W r rn IMPACTED room
161 1 8.86 N 35'07'55" W ww" - O REFERENCE O
L62 23.03 N 0717'40" W SCALE:1 SO' «wn T 'm" , v BEING THE PROPCRrr AS DESCRAWD IN DEED BOOK a
L63 21.48 N 06'09'08" E 7658, PACE 13 AND DEED BOOK 81.1 PA6Lr .514 I yj I AHNSTOV COWrY DEED REO7SMY U
L64 38.61 N 24'02'01" W <y - - - - -
L65 2219 N 03'38'27" W w"momo OMNER O\ NATHAN RUSSELL ADAMS'
L66 3.03 N 1756' " E L67 22.09 S 08 '27" E R A FoR~ I 363 CLD ROAD FPM SM/THF7ELD LD, NC NC 17517
` 919-934-J751 Y S
L68 38.88 S 24'02'07" E r ~F(~ Y I 6 TOTAL AREA -
L89 2194 S 06709'08" W N S ~yc C I 215.88 AC. 1 BY DEEDS III"'
L70 21.93 S OT17'40" E 1 L71 I CURRENT ZONING R30 ~t
L71 8.58 S 35.0755" E 660 L72 TOTAL LOTS 98 F+il
L72 5.55 S 17'28'49" E ,p ® MIN/MUM L0T SIZE 30,000 SF
L73 3.01 S 7756'38" W AREA IMPACTED=35690 sq. ft. (0.0082 ocres)
I
INSERT "B" WETLANDS LINE TABLE INSERT "C" O
6 S 64'40'32" E WETLANDS AREA
WETLANDS AREA LINE 3 LENGTH / I I Z V1
WETLANDS LINE TABLE IMPACTED L32 11.31 S 22.55'07° W IMPACTED
LINE LENGTH BEARING L33 9.99 N 70'04'53" E a.
L22 40.16 N 68.40'22" E SCALE: I" = 50 L34 16.81 N 46.54'16" E SCALE: I"= 50' r V,
L23 48.41 S 26'31'02" E 135 23.48 N 23.26'48" E 00
L24 49.88 N 26'31'02" W L36 54.23 N 36.27'47" E n
- }3 L25 53.48 N 20'18'40" W . . . L37 21 10 N 6TO4'53" W
G+ ~a „ti 1 17 1\\ II L26 6.02 N 89'18'27" W L38 5.00 S 2255'07" W
15.68 L39 10.00 N 6T04'53" W
L27 S 89.49'59" W a . Q
L28 10.12 N 00'10'01" W . . 140 11.25 N 67'04'53" W - L44 ,L461
24.66 `p F 81.20 S 89"49'59" W 00a
L30 1421 144.01 990 S 36'27'47" W L " 20'1 '40" E S 23'26'48" W . . . L43 L45 2 L43 4.07 S 7904'53" W
m . . . L44 4.07 S 66'41'43" W . . . . . . . . . L45 593 S n3o' " W y
L27• L46 2.01 N 83'01'14" W
L26 L47 7.59 S 21'52'34" W L38 L40 / 4 AREA IMPACTED=4,676.19 sq. ft. (0.1074 acres) ~9 L39
E) ~ o I
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER AREA IMPACTED=3,603.91 sq. it. (0.0827 acres)
ACT IN THE AREAS IMPACTED BY THE PRESENT PROPOSED ACTIVITY, AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. OTHER AREAS OF p A o
JURISDICTION MAY BE PRESENT ON THE SITE BUT HAVE NOT BEEN ~ I
DELINEATED. UNLESS THERE IS A CHANCE IN THE LAW OR OUR PUBLISHED ~~5 p REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE
I
n _ WETLANDS LINE TABLE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS
LINE LENGTH BEARING WETLAND DELINEATION MANUAL. INSERT "D" N 4 0
Li 36.39 S 83'37'30" E
L2 12.54 S 3224'31° E (NAME 4a tr aQn, WETLM41DSAREA to W = °
L3 23.03 S 82.30'48" E (TITLE)__
U, L4 45.58 N 69'36'35" E (DATE)_~~ Ntjl~~rlr~l'S1~_ IMPACTED Wq z
L5 6.90 S 84.29'19" E SCALE: 1" = 50'
n 1-6 19.70 S 6723'46" E
r L7 15.54 S W02'44" E INSERT "A" CC 0
L8 14.25 N 56'52'14" E WETLANDS AMA L9 15.43 N 43'10'36" E WETLANDS LINE TABLE zU
L10 8.77 N 0 24'43" W (NOT IMPACTED) LINE LENGTH BEARING
1-11 9.31 N 83'48'28" W L49 49.35 S 86'29'11 E J; 150
1 112 13.74 S 16'04'03" W SCALE: 1" = 50' L50 34.60 S 56'16'15" E L49 w
{tr. ~ L13 13.96 N 12'19'43" W L51 21.74 N 10'39'03" E SITE PLAN W
L14 16.82 N 86711'58" W L52 31.48 N 56'16'15" W ~3? y' a
L15 44:60 S 69'31'15" W L53 52.89 N 8629'11" W L53 5A 256 GRAPHIC SCALE ~
I d W = ;
CD Ll6 _ 13.84 N 55733'41" W L54 38.33 N 75'49'47' W V' 300 0 170 300 600 Inc LL W.F
L14 1J 12111 L17 11.02 S 18 13.50 N 840'21" W U9 L181-17 (~6 X15 S L56 15.00 N 62'01'S~" W AREA IMPACTED= 2,606.90 sq. fl. (0.0598 acres)
L
' L19 30.52 N 85'01'43" W LI' L5 46 L57 8.31 S 27'58'09" W rEET, ~o
L20 8.64 5 42'51'19" W L3 !t L58 59.94 S 75'49'47" E 1 inch 300 ft "w
a x"i
Sheet 1 042) 4
f~

SILT GAINS DRAINAGE AREA DENUDED AREA STORAGE STORAGE BA ,E STORAGE BASIN SIZE WEIR SW RIGHT OF WAY
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY THE BUILDER Ac. _ Ac. REWIRED PROVIDED L S.R. 2227 MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING ADMINISTRATION. SB 1 7.46 0.35 636 CF 872 CF 1 !ED PROVIDED L x W x 0 LENGTH 2
MANS ROAD THE BUILDERS ENGINEER, ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET. SB 2 3.87 0.15 273 CF 383 CF 1 3F 872 CF 14'x12'x5' 11' :F 383 CF I I'x11'x4' 10' Q 3 - Vx .7-17r .D. ,
THERE SHALL BE NO FlWNG OR THE ERECTION OF PERMANENT STRUCTURES IN THE SB 3 0.]5 0.35 636 CF 6 672 72 CF 1 ;F 872 CF 14'x12'x5' I1' \ 'W. y.'~Irt ;F 383 CF IVx11'x4' 10, mo d'
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT 4 0.15 D.75 273 CF 383 OF 1 STC L AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED BY WARE COUNTY OR F.E.M.A. SB 5 028 0.28 508 CF 525 CF 1 SB 6 0.77 0.26 472 CF 528 OF 1 :F 525 CF 12'x 11'x5' 10' \ CUT :F 528 OF 12'x1 1'x5' 10'
q SB 7 0.44 0.28 508 CF 528 CF I :F 528 CF 12'x1 T'x5' 10• FILL IF 242 CF 11'x1 Vx3' 10' PRIVATE STREET i's, IMINEpEnHAND
9 SB 6 0.12 0.12 218 CF 242 CF 1 so 0.91 0.44 799 CF BID CF 2 SB 10 0.42 0.42 763 CF 792 CF 1 :F 850 CF 20'x1 1'x5' 10' 93 F 792 CF II'x11'x5' 10' 50' x 20' x 1 TYPICAL CROSS SECTION
av SB 11 0.45 0.45 817 CF US CF 11 CF 835 CF I9'x11'x5' 10' WASHED GRAVEL NT5 :F eeo CF 20'xlVX5' 10' CONSTR. PAD Ko
' SS ~12 0.91 0.44 799 CF 850 CF 2 C6 SB /13 0.13 0.13 235 CF 242 CF 1 n :F 242 CF n•xn'xs• 10' 57 STONE 0; 00
g SS +14 0.42 0A2 763 CF 792 OF 1 3 SB 15 0.25 0.25 454 CF 484 CF 1 F 792 CF 11'z11'z5' 10' n M ;F 484 CF 11'x11'x5' 10'
TO RALEIGH TO WENDELL + 64 BASINS ARE RIP-RAP GRAVEL FILTER TYPE Li pD DENUDED AREA:
INSPECT BANS AFTER EACH RAINFALL OCCURANCE BASINS ARE TO BE CLEANED EVERY YEAR OR AS NEEDED o 3 STREET CONSTRUCTION = 4.22 AC.
DEPTH INCLUDES 1' FREEBOARD ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE N a ;ION CONTROL DEVICE g SITE TO BE BALANCED CUT AND FILL
VICINITY MAP (no wcae &0 w° o NO BORROW OR SPOIL AREA ON SITE
N N
a
1
ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE .IZ, ,R yIp V.p 4AIp
WAKE COUNTY EROSION CONTROL ORDINANCE. THE CONTRACTOR SHALL OBTAIN A COPY OF
N/F BILLY NEAL AND MILDRED P. PERRY THESE STANDARDS PRIOR TO CONSTRUCTION.
" DB 2973, P 460 SN3 1
n S 86'30' E PIPE /1
N p\ 2594.2' 2' 2 LOCATION, QUANTITY, AND PL4CEME R OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES ANY VARY TO BETTER CONFORM TO FIELD CONDITIONS.
y G\ \ O
m aap~\ \ O O 2.34 A 205 59 W R
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING
~s\ 3.37 AC - 1.10 A START CTIO ' a w~°N LNO `N&%= SSKI L NT NOTIFY 1.10 AC S X 619' 43 ~ THE ENGINEER OF ANY POSSIBLE CDINFUCTS ONCE ALL EXISTING UTILITIES ARE LOCATED AND IDENTIFIED
\ O 0 S N/F J. P. ROBERTSON FAMILY 1.57 AC 0.16 ACRES CONTRACTOR SIIALL COORDINATE RELOGTM, IF REQUIRED, ~C S OF ANY CONFUC S WITH Cones UTILITIES WITH ALL
LIMITED PARTNERSHIP lk \ TO BE PURCHASED FROM THE APPROPRIATE AUTHORITIES AND AGENCFS. 7 ALL WORK. IATIMALS, PLACEMENT, AND CONSIAUC110N OF ILL 4'/VgTf C.C. POOLE TO ENABLE ROADWAY IMPROVEMENTS AND DRNNAOE STRUCTURES SHALL
DEED: 7121-0321 9• 7.95 AC P\ \ 3.05 AC ? R/ PE #2 NEW ROADWAY TO BE OF GOVERNING AUT AND SPECIFICATIONS HORITY.
8-22-96-R ~O\ \ 11 AND LOCAL PERMITS SHILL BE OBTAINED I n CONSTRUCTED ALL REQUIRED STATE PRIOR TO THE START OF CONSTRUCTION.
N47.9E H \ \ O POSSIBLE FUTURE ALL WAKE COUNTY SEGMENT AND EROSION CONTROL REGULATONS O PIPE #3 ^ 45' ACCESS ROAD SKIRL BE MET DURING CONSTRUC"w".
3ZS' SJ. \ \ 1.33 AC 4 4
? , k O 2.57 AC 2.57 AC
MAGE ESMT N 20'57' W 2.00 AC i I 3 SITE DATA
PIPE AND DISSIPATOR SCHEDULE 117.6' 12 , 4.52 AC 6 -
PIPE #1 PI~i 2 CoCH'ArFD 2.06 AC C TAX MAP REFERENCE 1756.04-71-4394 PRESENT ZONING R-30
-tt STA 15+80 L-1 -Cl A 23+28 L-1 J f DITCH `A• _ -28 L.F. 247 CUP -76 LF. 47 CUP / / /.QQ TOTAL ACREAGE 68.2 ACRES
SLOPE -2.5% SLOPE -2.89% INV. IN -329.85 IHV IN -306.10 ~ TOTAL NUMBER LOTS 14 TOTAL LINEAR FEET (STREETS) 3412 L.F.
INV. OUT -329.15 INV. OUT -303.90 !G \ - - 1E" ~0 DA - 11.13 AC. DA • 47.15 AC. - - ap0 / AREA IN STREETS 3.7 ACRES
w - 17.37 CTS 028 - 61.62 GFS ' 4.72' AC ? \ i - WNr 14,19M WUW.i4.764W8 N 67*54 W 15 _ ENERGY l;- v AVERAGE LOT SIZE 4.6 ACRES
009PA1OR - 01 ENERGY D'651PATOR - 02 - - - La . 15' La . 28' 80.6' W 8' W . 14' i
r iA ~r' BU 050 S. Dso - is IN. UNING THICKNESS - 2,- MIN. LINING THICKNESS - 26 '0 Milo i
O, CLA59 'B STONE CUSS •6 STONE N Al _ YO NOTES
PIPE p3 PIPE ++4 Z \ - CONSTRUCTED - PRESENT LAND USE IS WOODED AND FALLOW.
+CL STA 21+46 L-1 -CL STA 34+00 L-1 C3' DITCH •Ir / -38 LF. 16 CUP (OR RCP) -26 LF. 36 CMP (OR RCP) N 85'04' W - 11 - STREETS WILL HAVE A 50' PRIVATE R\W
SLOPE -2.63% SLOPE -1.07% W. IN -30750 INV. IN -291.30 65.0' CUL-DE-SACS WILL HAVE A 50' RADIUS. g0 - ALL RADII AT STREET INTERSECTIONS SHALL BE 25'.
W. OUT -30650 INV. OUT -291.00 ~ ~ A9• DA - 0.97 AC. DA . n.6o Ac. N 43'31' W CONSTRUCTED 14 * 1~ ALL STREETS WILL BE PRIVATE AND CONSTRUCTED TO WAKE
025 - 2,52 CS 025 • 17.37 CFS V10 • 10.66 FPS VIO - 16.64 FPS 81.7' ~H - i1ffCH.`2` COUNTY PRIVATE ROAD STANDARDS.
ENERGY DISSIPATOR - D3 ENERGY DISSIPATOR - D4 11.32 AC W-9' La - 20' - WATER SYSTEM WILL BE INDIVIDUAL WELLS.
D50 - 6' D50 - IT 3 S 662 20 i U~IN cuss'Er S ONENESS . 2r CLASS rGSTONE SS . 26 - SEWER SYSTEM WILL BE INDIVIDUAL SEPTIC.
I - ALL WAKE COUNTY EROSION CONTROL MEASURES WILL BE COMPLIED WITH DURING CONSTRUCTION.
ALL PIPES TO MEET N.C. DOT REQUIREMENTS Qr°j T~. 3.19 AC N/F C.C. POOLE PR, POOLE PROPERTY - ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
DB 1145, P 1' I 1145, P 116 DURING CONSTRUCTION.
z - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL.
- TOPOGRAPHY TAKEN FROM WAKE COUNTY TOPO MAPS AND SHOULD NOT
N/F C. M. AND MARTHA P. CATES f BE USED EXTENSIVELY FOR DESIGN OR QUANTITY TAKE OFF PURPOSES.
CONSTRUCTED BM 1979, P.255 w LENGTH - LED DITCH A ~ Lma 9 XTED ORQ" B CONSTRUCTED DTIa+ ° 70 u. LENGTH -100 - CONTOUR INTERVAL 5' J. co - 13.53 m. DGESi IN'610 2.11C d. - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4 ACRES OR
n, • 2,74 A0. 06. 11A0. AG. DESIGN 010 . 10.30 cM DE9W1 010 - 13.53 oh 8O 00YIO.4,96 l0.• VIO.4,35 M C33 fps V10 - 3.44 fps
'LJ O xl _ p DID • 0.25' DID - 43T SLOPE - 10% SLOPE - 10% Mr 010. 0.15• 4 LOTS AND SHALL BE SHOWN ON THE FINAL PLAT, FIELD VERIFICATION.
Z I 10 n . 0.035 n - 0.035 CONSTRUCTED DITCH A FROM END SAC C015IT5KTED DITCH 9 FROM PIP i3s0x ii SLOPE - 0.03504 - FLOOD STUDY TO BE REQUIRED WHERE ROAD CROSSES FLOOD HAZARD SOILS. OTOWADITCH aDS BaaEc BUFFER L_3 CONSTRUCTED REQUIRED o~sINCC FROM E DOWN END SLOPPSAC E - SOILS SHOWN AS FLOOD HAZARD MAY BE RECLASSIFIED BY A LICENSED SOIL SCIENTIST.
1 - o-1 REQUITED DISTANCE DOWN SLOPE OISSPATOR TOWARDS GREEK BW TO A POINT OF PoSTNE ROW AREA TO POSITIVE RAN I POSITIVE Et.Ow To A POINT of PosrnE FLOW
N 5' Y IN - BOUNDARY INFORMATION PLOTTED FROM B.O.M. 1998, PG. 113 Ts - NO 100 YEAR F.E.M.A. FLOOD AREAS ON PROPERTY AS PER F.E.M.A. COMMUNITY PANEL
w 1295 AC 3 in UIE WTI IT MOIIY. uE DITCN wmR U11E DITCK WITH NO. 137183CO380 E
n 0 I r ll U AI 4 :1 7A6 LSBII9 EAR N19 T0T°~EsrKii 1:1 - THE 100' RAPARIAN BUFFER SHOWN IS A RESULT OF A TEMPORARY RULE ESTABLISED GRASf U14MG a:1 CRASS LA~ 4:t
N/F HETTY D. CATES o r~ N D82730, P709 ' ° tc BY THE N.C. ENVIRONMENTAL MANAGEMENT COMMISSION AS PART OF THE NEUSE RIVER
2 \ BASE - 7' BASE - 7' NUTRIENT SENSITIVE WATERS MANAGEMENT STRATEGY. FINAL ADOPTION AND ENFORCEMENT BASE " r BASE - S' OF THIS RULE WILL OCCUR ON AUGUST 1, 1998 PENDING APPROVAL BY THE N.C. GENERAL
TIPM Om rtmw PLIAL
116.38' - \ \ OONIIIIECI OAD6 'R 091~IIIp» am= 309.61' CI .r comrwo 1 vpm ASSEMBLY AND THE RULES REVIEW COMMISION. mcnm THOMPSON and ASSOCIATES, P.A. 0VERWE
N87*08'17"W N 85'12'49 W 369.63
OWNER/DEVELOPER: RICKY MOZINGO w N 66'29155. W a V) 02 MAPLEWOOD DRIVE o air
KNIGHTDALE, N.C. 27545 I 000 v,zGO I N/F J.P. ROBERTSON FAMILY THOMPSC 919-266-5753 W0: ~O L ~Na LIMITED PARTNERSHIP 5821 HOLLY SI 5821 HOLLY SPRINGS ROAD EROSION CONTROL PLAN
wun W W I zo n PIN:1755.02-89-4190 RALEIGH, NC RALEIGH, NC 27606
u Q<m ~O00) DB2239, P.124 TEL. 919 851- FAX 919 859- TEL. [phone] FAX [phone] CEDAR CREEK SUBDIVISION
mn 'w ~w- 200 0 100 200 400 ° i w m z m
DATE: 8-21-98 SURVEYED BY JOB SAINT MATTHEWS TOWNSHIP NORTH CAROLINA
1 m w DATE: 8-21
= SCALE: NOTE PREIMMV4IPY PUNS DO NOT USE f01P COA67IPW770M i" SCALE: 1" = 200' DRAWN BY DWG. NO. WAKE COUNTY .
THIS IS A PRELIMINARY PLAN AND SHOULD NOT BE SCALE 1'= 200 ' USED FOR RECORDATION, SALES OR CONVEYANCES. REVISIONS:
REVISIONS: 10-20-98 PIPE & ACCESS CCECP ZONED: R-30 P.I.N.: 1756.04-71-4394