20031260 Ver 1_Site Plan_20070831

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TOP OF CUAB
SIAPE SWLLL BEGIN FROM
i2 3/4" r " s' To io' ~ ~.e. ~ AS DIRECTED "
CURB INLET SCHEDULE ENERGY DlSSIPA ~2-2 G.I. PIPE DlSSIPATOR SCHEDULE NOTES:
1- THE SLOPE OF THE GUTTER TO
DISSIPATOR OUTLET CI#1 17.5' LT NCL STA. 25+72.37 L- CI#8 17.5' RT. NCL STA. 15+44.28 L-2 CI#15 17.5' LT. CL STA. 29+69.86 L-1 NUM R V1 D O W D50 STONE MIN. LINING ° TO THE CATCHBASIN ON THE UPHILL ~ OUTLET SIDE SHALL BECIN 10' FROM THE FP$ (FT,) FT. SIZE IN. THICK. IN. CATCHBASIN, THE SLOPE OF THE GUTTER
CL ELEV. = 319.77 CL ELEV, = 348,13 CL ELEV, = 343,10 TO THE CATCHBASIN ON THE DOWNHILL
T,B.O.C, ELEV. = 319.91 T,B.O.C. ELEV. = 348.27 T.B.O,C. ELEV. = 343.24 D1 H H 13.09 24 9 13 24 SIDE, SHALL BEGIN 5' FROM THE CATCH BASIN
INV. IN 15" RCP = 336.20 D2 0 0 6,8D 15 a 6 1 a 2- CASs IRON MANHOLE STEPS SHALL BE INSTALLED IN ALL CATCHBASINS OVER
INV, OUT 18" RCP = 316.10 INV, OUT 15" RCP = 341,60 INV. OUT 15" RCP = 336.00 D3 W 5' 4' IN DEPTH. DEPTH SHALL BE MEASURED. i W 6.76 5 4 3 12 FROM THE TOP OF GUTTER TO THE
° INVERT OF THE CATCHBASIN, A 5.52 12 6 6 18 3- DEPTH MEASURED FROM THE TOP OF BRICK
CI 2 17.5' LT. NCL STA. 25+19.05 L- YI 2 25.00' RT. CL STA. 16+04.03 L-2 CI#16 17.5' RT. CL STA. 10+74.19 L-3 D4 A # # CL ELEV. = 319.39 CL ELEV. = 345,75 CL ELEV. = 338.25 12" 15" WORK TO INVERT OF EFFLUENT LINE.
T,B.O.C. = 338.39 USE SPECIFIED STONE T.B.O,C. = 319.53 GRATE = 344.00 INV. IN 15" RCP = 333.60 ;IFIED STONE FOR EROSION CONTROL I
INV. IN 15 RCP (2)= 315.80 INV. IN 15 RCP = 339.90 _ PLACE DISSIPATOR AS ~SIPATOR AS PER DETAIL SHOWN ON ~ i
" R P = 1 ,60 INV, OUT 24" RCP = 339.7 INV, OUT 15 RCP - 333.40 EROSION CONTROL DET INV. OUT 15 C 3 5 0 CONTROL DETAIL SHEET WITH REQUIRED UNDERLINER ~ ~ ~ ~:a ~ I D A." I
2 p r~, 1 /2. D
CI#3 17.5 RT. CL STA. 25+19.05 L-1 CI#9 17.5' LT. CL S'(A, 16+04.03 L-2 CI#17 17.5 RT. CL STA. 11+57.53 L-3 1 A. . i ,d }t. ~ ~ I
CL ELEV. = 319,39 CL ELEV, = 345,75 CL ELEV. = 339.42 T.B,O,C, = 319.53 T.B,O.C. = 345.99 T.B.O.C. ELEV. = 339.56
INV. IN 15 RCP = 316.20 INV, IN 24 RCP = 339,50 INV. IN 15" RCP = 332.60 6'-4• I
INV, OUT 15" RCP = 316.00 INV. OUT 30 RCP = 339.30 INV. OUT 15" RCP = 332.20 CLASS "B" CONC. ~ ~/2• 1•
CLASS "C" CGNC. ~-15"
CI#10 17.5' RT. CL STA. 16+91.47 L-2 , 0• 3 NO a REBARS 8' LONG 3•
CI#4 17.5' RT. NCL STA. 25+50 L-1 CL ELEV. = 344.43 CI#18 17.5 LT. CL STA, 10+74.19 L-
CL ELEV. = 319.51 T.B.O.C, ELEV, = 344.57 CL ELEV, = 338,25 SEDIMENT BASIN T.BA.C, ELEV. = 319.65 T.B.O.C. = 338.39 NT BASIN SCHEDULE 6" 6" 6. 6. 2 ,/2• a. 9•
INV. OUT 15" RCP = 340.80 SEDIMENT DENUDED Q O 2 -1 1 2 DENUDED DRAINAGE WEIR LENGTH LENGTH WIDTH P 4 ~ ' DE TH EFFECTIVE 2, ,/a"
INV. OUT 15" RCP = 316,30 INV. OUT 15" RCP = 333.40 BASIN N0. AREA AC. AREA AC. AREA AC. FT. FT. FT. FT. STORAGE CF 2" a~-
CI#11 17.5' LT. CL STA. 16+91.47 L- 1 0.13 0.13 0.24 10 10 10 5 400
CI#5 17,5 RT. NCL STA, 25+00 L-1 CL ELEV. = 344.43 2" G.I. PIPE 22` LONG
CL ELEV. = 319.43 CI#19 17.50 LT. CL STA, 11+15 L-3 2 0,13 T.B.O.C. = 344.57 CL ELEV. = 338.53 0,13 1,79 10 10 10 5 400 oN s' SLOPE -18" BELOW TOP OF C.6.
T.B.O.C, = 319.57 INV. IN 15 RCP = 338.70 3 0.34 0,34 0,85 10 16 10 5 640 STANDARD C.B. STEP
INV. IN 15" RCP = 315.40 T,B.O.C. = 338.67 „ INV. IN 30 RCP = 338,70 INV. IN 15 RCP = 332.40 4 0.12 INV, OUT 18 RCP = 315,20 INV. OUT 30" RCP = 338.50 0.12 0,12 10 10 10 5 400
INV. OUT 15" RCP = 332.20 5 0.90 8" 2'-6"MIN, 8" 0.90 1,74 10 30 15 5 1800
CI#6 17.5' RT. NCL STA. 24+35.64 L- 0,55 10.28 22 24 22 5 2112
CI#12 17.50' LT, CL STA. 17+36.46 L-2 *6 0.55 CL ELEV, = 320.33 CL ELEV, = 344.62
7 1.72 T.B.O.C. = 320.47 CI 20 17.50' LT. CL STA. 11+57.63 L- T.B.O.C. = 344.76 # 1.72 2.52 10 40 20 5 3200
INV. IN 18 RCP = 314.50 INV. IN 30" RCP = 338.20 CL ELEV. = 339.42 8 0.16 0.16 0.51 10 10 10 5 400
INV. OUT 24" RCP = 314.30 INV. OUT 30" RCP = 338.00 T.B.O.C. = 339.56 1 RAVEL FILTER TYPE cLASS "c" coNC.
INV. IN 15" RCP = 331.00 RIP RAP GRAVEL FILTER C'EAN ONCE EVERY YEA ;E EVERY YEAR AS REQUIRED OR AS NEEDED '/2D
YI#1 25,0' LT. NCL STA, 24+65,71 L- INV, IN 15" RCP = 331.00 INSPECT BASINS AFTER ' CLASS "B" CONC. ASINS AFTER EACH RAINFALL EVENT , . d ,
CL ELEV. = 319.77 INV. OUT 15 RCP = 330.80 DEPTH INCLUDES 1 F00 LUDES 1 FOOT FREE BOARD s" ~ .
T.B,O.C. = 319.90 ALL SEDIMENT LADEN RI GRATE ELEV. = 321.70 C1~21 17,5 LT, NCL STA. 11+82,22 L- TOWARDS AND INTO A ~ ENT LADEN RUNOFF SHALL BE DIVERTED AND INTO A SEDIMENT BASIN PRIOR TO ~
INV. IN 18" RCP = 315.00 CL ELEV. = 330.07 LEAVING THE CONSTRUC ~E CONSTRUCTION SITE
INV. IN 15" RCP = 315.00 ~ T.B.O,C. ELEV. = 330.21 SEDIMENT BASIN #6 REI BASIN 6 REQUIRES BAFFLES. SEE EROSION CONTROL DETAIL SHEET. I
INV. OUT 18 RCP = 314.80 CI#14 17.5 RT. ~L STA. 29+69.86 L-1 INV. OUT 15" RCP = 326.40
CL ELEV. = 343,10 T.B.O.C. ELEV. = 343.24 CI 22 17.5 RT. NCL STA. 11 +82.22 L-
CL ELEV. = 330.07
INV. OUT ~ ~ RG? = 337.00 T.B.O.C. = 330.21 s_ INV. IN 15" RCP = 326.20 i
INV. OUT 15" RCP = 326.00
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N~~TE: CONSTRUCT LEVE iTRUCT LEVEL SPREADER ALONG CONTOUR i
WITH 0~ SLOPE. F SLOPE. PLACE MATTING. LEVEL SPREADERS
STORM DRAINAGE SCHEDULE To s C N E 0 STRUCI CONSTRUCTED AFTER SILT BASINS ARE
PIPE TYPE SIZE LENGTH INV, IN INV. OUT SLOPE D.A. Q10 V10 REMOVED AND DIT LED AND DITCH IllNES ARE STABLE. I
A RCP 24 N50' 314.30 314.00 0.60% 3.23 ac. 11.54 cfs 5.52 fps LEVEL SPREADER SPREADER TO BE OUTSIDE NEUSE RIVER
8 RCP 18" N47' 314.80 314.50 0.64% 3.05 ac. 10.78 cfs - BUFFER AREA. R AREA.
C RCP 18" N27' 315.20 315.00 0.74% 1.67 ac. 6,68 Cfs - NATURAL GROUN I ATURAL GROUND SLOPE 50' FROM I
D RCP 15" N21' 315.60 315,40 0.95% 1,C6 ac. 4,39 Cfs - BANK OF STREA ANK OF STREAM (STREAM BUFFER)
E RCP 15" N36' 316.10 315,80 0.83% 0.18 ac, 1,04 cfs -
F RCP 15" N30' 316.00 315.80 0.67% 0.84 ac. 3.22 cfs -
G RCP 15" N19' 316.30 316.20 0.53% 0,77 ac. 2,83 cfs - FIBERGLASS
X RCP 15" N30' 326.40 326.20 0,67% G.80 ac. 2.65 cfs - MATTIN ~ rt,~ - <10q
Y RCP 15" N135' 326.00 319.20 5,04% 1,C?9 ac. 4.10 cfs - A,~ - 0.6'
Z RCP 15" N95~ 319.00 315.00 4,21 % 1.09 ac. 3.92 cfs - MIN. 6;1
C
H RCP 36" N108' 315.00 311,50 3.24% 25.3 ac. 64,51 cfs 13.09 fp BURIED I 6" MIN. I
J RCP 15" N57' 341.60 339.90 2,98% 1,14 ac, 3.29 cfs -
K RCP 24" N38' 339.70 339.50 0.53% 8,49 ac, 21,44 cfs - VARIES VARIES VARIES
L RCP 30 N83 339.30 338.70 0.72% 8.68 ac. 22.21 cfs -
TYPICAL SECT APICAL SECTION OF LEVEL SPREADER
DISSIPATOR )R
NATU NATURAL GROUND
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NF NATURAL GROUND
20.~0~ SHEET 2
PLAN VIEW OF .AN VIEW OF LEVEL SPREADER OWNER PRELIMINARY EROSION CONTROL PLAN FOR
W/ SLO /DEVELOPER: W~ SLOPES < 10R TWIN SHiP DEVELOPMENT
ROY TRIPP
P.Q. BOX 267
GARNER, N,C, 27529 ST. MARY'S TWP, OWNER: TWIN SHIP DEVELOPMENT
~(o, of aF, _aFnn ..~.a.
III
TH0IATES WAKE CO. NORTH CAROLINA ZONED R-4
1 ~`vl V~ VVI VVVV I 2621 ROAD El 7 6 DATE 10/10/2003 DRAWN RIB JOB NO. ATR-AP2
PRELIMINARY PLAN 5 0
DO NOT USE FOR CONSTRUCTION FAX 143 SCALE 1" = 50' SURVEYED REH DRAWING Ins-ecp
REVISIONS PIN 1711.11-66-5846, 11. -4
1711.11-66-3534
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r~ls THIS PROPERTY IS LOCATED IN A F.E,M.A. 100 YEAR FLOOD HAZARD AREA. ~ ~
LINE TABLE F.E,M.A. F.I.R. F.LR.M. PANEL N0. 37183C0542 E 6 D 100 YEAR FLOOD ELEVATION R ~ ~ a
LINE LENGTH BEARING FOR BASIN 30, STREAM 8 ~ ~ m
~ L1 4.39 57746'05"W M .260,00 £Cy ~ .SITE
~ ~ qN~~ e~ ~ q~
0 CURTISS DR
BANK 70 TOP of ~
~ ' ~ „ r 50
~ 94 L.F. LEVEL SPREADER. SPREADER. ~ _
/ ~ SPREADER LIP ALONG ALONG f W ~
~ N / / CONTOUR 262. SEE DETAIL SEE DETAIL rn~ VICINTY MAP ~.P O o ~ 20 PRIVATE i ,,.y- ° Q-
N DRAINAGE NTS 0 ~
~ ~ ; ~ i i M '~''rr . f IRS ~ '
C. HOMER CREECH ET. AL. ~ N'~ ~ ~ , , DB 2826, PG 395 y ' , , ROBERT LEWIS CREECH ~
~ ;M 50 5, , PEORIA P, CREECH 8 ~ DB 2849, PG 695 /
/ ~ .00' ~ . , AXLE got L.
/ JUNIUS M. PARKER D~ .n0 00 ~ Q ~;,.w
' ESTATE 2000 2446 ¶D ~ C
D8 1595, PG 18 CT?aN o.oo 00 ~ m O , ~ '1 ~ ' 6 4j / ~
P ~ / CE/~ 7 G OPEN SPACE AREA 1 5 , R/W R/W 0,25 ACRES ~ ~ 6 I
t ~ o.o .5~ ~ , '1 i ~ AREA TO BE / ~3~ ' 60' R W
~ ~?0 1 a~ ~ E ~o. 6 ~ 9,000 SQ.FT. C~ REPL4NTED AFIER / 0 o POND CONSTRUCTION / INSTAU_ TYPE III BARRICADE 4' s' s' 5' s' 4'
/ ~ 16 ~ '1 3 45 , 9,000 SQ.FT, o MIN. F.F.E. ~ AT EDGE OF PAVEMENT. anon 32' B-e
N 8 0 5 / ~ j0' - 5 0 _ ~ SEE SHEET 11 FOR DETAIL ti~ srRlr 273.65 o IPS ~ 13,5' r I-2 t~,,
4 9,000 SQ.FT. 225 L.F. LEVEL SPREADER. ~ , o' , o s,ooo sOFT. o MIN. F.F.E. ~ 1/4•/ u,y ~T,-_ W ~ ST~I 21 x•20 CREEK COMMONS AVE.
SPREADER LIP ALONG ~ ~ ~ ~ ~ 9,000 SQ,FT. o = 273.65 ~ i END 2:t FlLL SLOPE FOR ~ cL l~ aa.5o 5' coNCRErE a• 5' coNCR
/ ~ ~ w o MIN. F.F.E. EIP N 26'30'00" W CONTOUR 275. SEE DETAIL ~ , ~ 1 3 0 MIN. F.F.E. J ~ RQ _rYAY IMPROVEMENT'S sloE,vwc a'coecRETE sloEwux CURB k CUITER ii ~ r vm = 273.65 ~ ~
SHEET 3. ~ ~ ~ ~ 0 273.65 606.82 a' ~ 2 w 9,000 sa.Fr. ~ MIN. F.F.E. lam- \ clmc oowoNS AYQNR 1VPK'/iL ROADWAY lExT10N WRN SI)EMIN,K
1799 ~ =,.273.65 1 ~ 9 000 SOFT. ° ~ i !O' AqH~ OF WAY NTS . ,i ~ ~ _ _ ~O W • 2
? A , o MIN. F.F.E. J / F~ J'~ PG 9,000 SOFT. ~ -YpaD , e - ~ ELEANOR P. STEVENS
EIP ~ o • 273.65 li _ ~o' n E/ ~ o MIN. F.F.E. ~ / . 2j~`?i w ~0' gtR ~ 1..,-"-' 1 a HOCUTT STEVENS , ~ ~ DB 1807, PG 142
59 E E~. . F e~ ° _ _ 1~ $T 28 FA/ cR ~ SE - 273.65 ~ r . N 4 c~ / ~~P ° MIN. F.F.E. - E f BM 1976, PG 243 ~ U i ~ R/W R/W N I VE
, ,9 P 107 p ~o>~ ~ ~ 2 / 273.65 A ~ DBL H/C 3, ~ ~ 13,E 55' R ~ H C N 'L RAMS ; W M ~ ,
- ~ ~ ~ : CD ~ ~ a 1 / ~ .y-- K J , E 5.~ E M ~ c CO / , . K ~ AMP ~ti N v E W E ~ ~a ~ N p
, ~ ~ G P AR R L• OPEN S ACE EA ~ C 5 ~ / / ~ / I ' / / 0.93 ACRES ~ ~ V r. E U ~ o ~ ~ a~, 0 - 16 P STAIF P
• ~ P / AREA TO BE YARO ~ 3'45 O r • / " / REPUNTED AFTER ~ S1R . 22 / y P~ 0 ~ 1 13• 6o r ~ ~45 L¦39.27 27 1y Q ~ 12'
, ~ Q ~ CONSTRUCTION r r ~ ~27 R¦25.00' ` N t/4'/ FT. 1/4'/ FT. ~ / , 9,029 SQ.Fi. N, /ARD ~-39,27' i CL
J - / r i~ ' 10' ~ , ~ i Z ~ MIN. F.F.E. ~ HAZEL PIERCE COOK s' coNCREiE
. EX. DRAINAGE EASEMENT = ~ ` ;gig' Q~ ~ 109.4. 72, / ,00 , , o N I JAMES R. COOK sioEwuN 2s' coNCRErE B' ABc a, part ww. • i ~ ; w ' 262.00 DB 1854 PG 437 CURB k GUTTER
_ _ _ _ - - ~ ss.Q~' rya , r 059.3 7~~ ~ O ~ `r ~ ~ ~ ~ V MIJNFELD RDOE DRAB ! OONSIRATA ODUIR o j ~ ! ~ , ~R BM 1976, PG 243 1YP~L ROAD~MAY lF~IION WfIH !bl11MILK
_ ~ „ .~.a . i ~ a ; . p ~ a ~ 66 RpHI OF WAY NTS ~I o>..~ ` t t .06 FFER o t w 8
~ - , _ 2 ~ L-92 ~ 10,409 SQ.FT, ~ r i ~ ~
~ N79'14' ~ r (56 _ .00 ~ 38"W .25~ - .00 N ~ / s 96.03' 0 a , ~ i N ~t40.5~ ~ - ,
1 _.~r R=230.0 ~ ° .o -1 29 SITE DATA
• - 460 ~ • 7)p, DBL tP ~ ~ N T1 H/C H/C % ~ r REE1 YAR ~ ~ "O 9 0 ~ ~ -e N ~ ~ ~ i ~1 ~ S 245 SF OF OPEN SPACE ~ 28 IN NEUSE RIVER BUFFER - P.LN. 1711.11-66-5846
' ~ `~tAMP RAUp'. 49.42 10' ~ N 9,000 SQ.FT, ~ w 10 i 000 SQ.FT, ~ , R MH NOT PART OF LOTS 1711.11-66-3534
~ 9,000 SOFT. 0 26 , 9,231 SOFT. ~ T INCLUDED IN OPEN
, ~ / , / i ,QOM i r~, ~ ~ 1.E12' 00 ~ ' SEkvEp ~ y'~~, ~'i ~ ~ l J9.30' ~ p, ~ 0 1 ! ~ NO 1711.11-67-4139 0 9,500 SOFT. ; ~ p' SANITARY m SPACE CALCULATIONS ~ ~ -ZONING: R-9
0 ` 4 N 12 0 1 ~ ~0 ~'r. ' R~p;~ARE~'AND ; ~ ~ ~ 9,000 SOFT. 1 ~ l ,31' EIP - - - ~ ~ ~ I N -TOTAL TRACT SIZE = 14.93 ACRES
^1 ' ~~a Z;,'AC`R ;~,r;~:~/~ iy . ~ N 13 4 9,000 SQ.Ff. ~ 55,72 5,~2' 143.90' I . - N0. LOTS = 47 5 ~ 9•a3 SEWER EASEMENT ~ o ~
(57 ; ~ ~ J 6' 9 ~ / l~ft~'.~0 ~ ti X6.2 5.89 • -AREAINRW=3.14 AC. 35.89 - - W / _ ~ J -AREA REQUIRED IN OPEN SPACE = 1.49 ACRES (10,00
; NAT~+RA4 ~ ~ ~ ; ~ ~ $ 3 \ / ' ~ 14 9,000 SOFT. ~ 0 ~ a D ~ .o .~,Z )
/ EIP ~ I~ ~'~'f~ ~ r'~ ~ ~ N .32' 0,50, / ~ ; ; /i~ ! 1 ~ `,1 9,100 SQ.FT. ~ 42 13 e8 ~ I 29 ~ ,ti`s, -AREA PROPOSED IN OPEN SPACE = 1.80 ACRES 12.06 •s r I N N f( ( ) I ~ ~ Y J'A . ~ V
, ~ ~ 29. ~ \ 25 s oo Fr. , ~'S~1 -AREA IN LOTS = 10.29 ACRES ~ ' ~ . ' 0 S0. ~ ~
AT THIS TIME, NO SUBDIVISION SIGNAGE (58l i; ~ ~ '12• 6g' IRED AT ~ ~ ~ 101 i \ ~s\ 9,506 so.FT. v, o : ~ wm -AVERAGE LOT SIZE - 0.219 ACRES o ~ ~
IS PROPOStD. IF SIGNAGE IS DES ~ J / ~ 0, A LATER DATE, THE PROPER APPROVALS y 1 . M NIMUM LOT SIZE - 0.207 ACRES / 7 h 40
47 ~ 'm ?2.O , ~ o, \ AND PERMITS WILL BE APPLIED FOR AND C ~ ~ / 1 ~ a i OBTAINED PRIOR TO INSTALLATION. a ~ 68 6' 141.86 ~ ~ 22 ~ 23 I ~ ~ ~ ` ; K~, . LINEAR FEET OF STREET - 2,516 LF. \ ~ ~ `f" ' i N -TOTAL DENUDED AREA = 14.00 AC Incl. S oils Area
9,000 SQ.FT. w ~ ~ ~ 23 ~ / ~ U v o. ( P ) {9 ~ / 1,~ o -BOUNDARY INFORMATION FROM A SURVEY BY THIS OFFICE
01 ~ ~ ~ 9,500 SQ.FT. / + .o ~o, W 9,306 SQ,F 9,306 SQ,FT. ~ / ~ y g / 30 TOPO INFORMATION FROM WAKE COUNTY TOPO MAP.
Cn i , o w V / ~ V..
' ~ \ / / ~'~ti o 15 21 ~ • L ~ ~ ~ 9,500 SQ.FT. c+ SETBACKS: o a \ ~ ~ ~ FRONT:25~
~ ~ ~,9 ~ 9,437 SQ.FT. ~ 12,556 SOFT, , i ~ h• \ •ss. ~ BACK: 25
?3 / ~ 46 ~ ,6 ~ .C ^ / 0 ~ / ~ w ~ ~ \ IPS ; ' ~ ~ ~ , % CORNER SIDE: 20 9,009 SQ.FT. Q• , ~ \ ~ c^
'0 ~ 59 / 9,000 so. FT. ~ , ~ ~ e9 ~ ~ - - - y , ~ / / \ SIDE: 10 ~ ~ 0
/ \ \ J /o . -i / , ~ N ir~/ 31
~i ~ ~ 5p ~ ~ J. c' ~ ~ ~ ~ i ;i EX. ' Q . 9,000 SQ.FT. ; , ~ SpN•
Z ~ ~ ~ ~ G ~ .M1~• ~ ~ / E.. moo' ; / \ ,
~ / / w. 16 20 '0G ~ R¦25.o0 \ 9 ~ , ~¦57.eo' ~Q 's?' ~j~ NOTES:
~z (60\ 45 ~ s 7 Q ~ ti + ~ 1. TREE PROTECTION FENCING IS REQUIRED PRIOR
~ / / t~. s 9 4 ti~ ,6 8 SQ.FT. 11,631 SQ.FT, d`• / 9,000 SOFT. s ~ A9• ,~s, ~ / \ ~ A9 ~ (O.r; ~0 32 TO ISSUANCE OF A BUILDING PERMIT FOR THOSE
r. ~ S~ ~ / / 9S N/c '0 ~ s, o, {P ~ LOTS ADJACENT TO THE NEUSE RIVER BUFER. Inc ~ ~
\ \ s o ~ ,~p'L P ~ - ~ ~ s,aoo sOFr. 2, PROJECT WILL BE RESPONSIBLE FOR AFEE-IN-LIEU ~
/ / 1,~~ . / ~ ~ \ 51.31' . 5 \ i ~ s\ / RAMP h / ~ •SO ~ OF PARKLAND DEDICATION IN THE AMOUNT OF
/ ~o. ~ ~ / ~ ~ ~ry/~ % \ 15' PRESERVED TREE COHERED 250.00 PER DWELLING UNIT. 'h 1 ~
X61 ~ . / ~ 8 , / ~ 44 ,c 17 , ~ N o~ AREA. AREA TO RENWN NATURAL ~ ~ ti ~ 33 ~ 3. PROPOSED DEVELOPMENT IS CURRENTLY OUTSIDE AND UNDISTURbr~ (0.31 AC.)
/ ~o _ 19 ~ ~ N/c H/c / ,e 2s, TOWN OF GARNER LIMITS. ANNEXATION PETITION ~ ~ AMP 9 ~ 9 000 SOFT. ~
~ ~ ~ ~ 9,000 SQ.FT. ~3 AMP / ~ ~ 9,000 SQ.FT. ~ ~ 0 9,000 S1.FT. / ~ ~ WILL BE APPLIED FOR. ~ if !1p , ~ ? '
o / 'gym n° ~ ~ tr o' o / / ~ G e m, p0 /p ~ 0 18 a~. / ; ~ - ~ ~ So, 4. PLEASE REFER TO PLAN SHEET 5 FOR LANDSCAPING.
r / / \ ALL PROPOSED LANDSCAPING SHALL BE INSTALLED ~ \
X62 9 ~ ~ v. 9,000 SQ,FT, i ~ s<<~:~~t~?,!, AND MAINTAINED IN ACCORDANCE WITH THE PLANTING
q ~ / A cA / - 1 / ~ ~ a /a1• 6' AUBREY BURTON JENKINS JR. ..4"~~~•~':,•'•••..`~~>'.t• MANUAL FOUND IN APPENDIX E OF THE TOWN OF ~
/ ~ ~ 9,000 so.Fr. 6 ~ ' ~ GARNERS UDO. / 4~ DB 6896, PG 356 ~ ,
o s \ a / 1 9,000 SQ.FT. ~ ~ p ~ ; ~`y~ ~ ~ 5. FOR STREET YAR P NTIN i a ~ D LA GS SEE SHEET 5. b ~ ~ .
> > •S ~ 9 i \ ~ 'i9; 6, APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS
(631 / m a6 ~ - - - o •ry ,..~;.,,v,„ HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE
. CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE TOWN 'S „ ti.
~ S~ ~ X81.04' / ; , / SO ~ v R,y00,00 35 i/ r . \ ~ f • '~•,~`-:r ~1,• ~ OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL.
/ / , 9,000 SQ.FT. i ~ ~ %s~ I
/ ~ 3, 50 ? ~ i / ~ ~ / / 7. ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO ,5?, / 7~t~
/ 9,915 SQ.Fi. 50 CONSTRUCTION OF IMPROVEMENTS. I ~i
~ ~ / ~ _ 53;50'. (64 0 ~ 36 36 LANDSCAPING/TREE COVER/OPEN SPACE CALCUUTIONS:
~ i / ~ / ~ I
~ ~ 9,000 SI r - 9,000 SOFT. /i = ZONING CONDITIONS: 2,5 CALIPER TREES 200 SF PER TREE
/ 41 0. - 141 TREES PROVIDED = 28,200 SF ~ ~
V o• ~ , TOTAL SITE = 14.93 AC. 650 350.80 SF 1. ALL PERMISSIBLE USES SHALL REQUIRE A CONDITIONAL USE PERMIT. ~ ) PRESERVED AREA = 1.81 AC. 78 843.60 SF 2. THE DVELOPER SHALL COMPLY WITH ALL GREENWAY AND STREET
,~o ~ ^ ~ 13,688 SOFT, 37 ( ~ ) = RIGHT-OF-WAY DEDICATION AS REQUIRED BY THE CENTENNIAL LONG PRESERVED AREA DUE TO DRAINAGE & SEWER EASEMENTS 0.59 AC {25,700 SF)
~ / / 40 ~ r? 11,357 SOFT, RANGE PLAN 2005; THIS INCLUDES CONNECTING JOHNSON STREET ACTUAL PRESERVED AREA = 1.22 AC. (53,143.20 SF)
~ ~ " 39 ~ 38 / V AR T TAL SITE = 8.17 PRESERVED TO THE SITE AS A POSSIBLE ALIGNMENT FOR THE NC 50/BROUGHTON PRESER ED EA/ 0 I
12,022 SOFT. ~ REQUIRED PERCENTAGE OF PRESERVED AREA = 12.50 STREET EXTENSION AS INDICATED ON THE CLRP MAP. / i 12.50% OF 650,350.80 SF (TOTAL SITE) = 81,293,85 SF
~ 10,294 SOFT. 10,523 SOFT. ~ i / REQUIRED TREE COVERAGE AREA = 81,293.85 SF
~ / i/ 28,200 SF OF STREET TREES PROVIDED _ _ _ SHEET 1 , CUP SB 04 02
f 66\ - L_ - - r ~J L 53,143.20 SF OF TREE COVER PRESERVED AREA I
~ XP ~ ~ 81,343.20 SF OF TOTAL PRESERVED AREA PROVIDED f
12.51 ~ OF SITE IN PRESERVED AREA PROVIDED.
EIP / - - - - - - - . i n ~ E C M ;M i
N 8517 45 W 345.50 ~i i
OWNER/DEVELOPER:
WII rn PR(1DCpTICC CT AAARV'C TWP f1WIJFR• WII C(1 PRf1PFRTIFS
I\VI LI\IILJ . rrrr err . rr.r.• r•rvv i 1708 TRAWICK ROAD
SCHOOL ACRES SECTION 2 SUITE 209 THOM CIATES WAKE CO. NORTH CAROLINA ZONED R-9
50 25 50 1 0 ' BM 1959, PG 352 THE TOWN OF GARNER HAS SPECIAL DEVELOPMENT RALEIGH, N.C. 27601 153 ROAD
15 PRESERVED TREE COVERED AREA. AREA TO REMAIN NATURAL ~'S G C 7504 DATE 04/15/2004 DRAWN RLM/RIS JOB NO. E04-005 STANDARDS THAT APPLY TO SINGLE FAMILY HOMES; PHONE: [phone] HOLL
SCALE 1 50 AND UNDISTURBED (0.31 AC.) FAX: [phone] (9 7 08 PLEASE REFER TO SECTION 6.8 OF THE UNIFIED ( FAX 609 - SCALE 1 50 SURVEYED REH DRAWING AP3-SITEc
DEVELOPMENT ORDINANCE. REVISIONS; 5/25/04 1711.11-66-5846, 1711,11-87-4139
7 12 04 PIN 1711.11-66-3534
I
f

i
I i
_ w.,_,~...~,..,~ r ~ ~ ~ ~ ~ ~ ~ ~ ~
_..r __-.___._~_.___.v- ~ ! 9 1 A`~~~~ ~ ' , ,
' ..r- ~ TABLE ~ / ~ ~ L_ E ~ I i ' ~ ~i `~ti L}NE LENGTH BEARING D ~ I
J-- 100 YFA~FLO I - I YFA~FLO D ELEV N I 1 ~ „ ~ ~ ~ o f' 1~ L1 4.39 7 46 05 W o Z w t
. .FOR BASIN_3 f jar , . S7 y> ~ BASIN_3 8 l r rli m f
260.00 r , r , , ~ r, ;r MEN ~ , sITE X60.00 - 1 ~ ~r { , , Nq ~
~ ~ ; ~l rf' ~ ~ e N1C ~ /Z I
`',...........r'' ' ter- _ i ~ i , CURTISS DR _ ~ ~ , j~ lj , f
~ ,
"1i', ' ''~~~P 94 L.F. LEVEL SP FADER. ~ ~ _ ; THIS PR01~ IS LOCATED IN A i
~ SPREADER LIP ALONG W ~ ~'.E.MA. 100 FLOOD HAZARD AREA. w oPEN sPACE aREA ~ I ~'a,P,M. P EL N0. 37183C0542 E VICINTY MA Q. ~
~ ONTOUR 262. SEE DETAIL ~ L ~ 20' PRIVATE o,25 ACRES .W-~' QO ' ' NTS ~ ~,5 ...~w
~ iii ~ ~ iii 3. ~ ~ ~ AREA TO BE N E ` DRAINAGE REPLANTED AFTER IPS ' ~ JP I
Z ~ EASEMENT N ct1 ~ ~l ~ i PON CO ~ ~ j - /rr ~Q
0 ~ ~ ~ ~ H ~ 50 ~ ~ ~ ~ ~ ROBERT 1,EW15 CRE ~
~.~n , - ~ I 1 r l PEORIA P: CAE ~ H ~ I
~o N' 2 - ~ ~ j0 UNIUS M PARKER r ~ ~ ~pH \ ~ ~ 'De 2849, PG 95 AXLE / I
ESTATE2 00 2446 Mg{IdP? ~ - ON , 1, r i M ~ f,
r ~ ~ DB 1595, PG 18'~ 2~~ gyp.. O } ~ „ ~ ~ EROSION CONTROL
C. HOMER C EECH ET. AL. ~ ( l ,/r ,f' ~ g i S 2 ~ '1 6 j ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
DB 282 , PG 395 ~ ~ ~ r_.... ._-_.w.._ _ SEE SHEETS 15, 16, AND 17 FOR ; , ' 511. dti 9: ' 5 Q7 NF RMED TO DURING CONSTRUCTION. ` + N / ~6 BE CO 0 I
TABILIZATION MAP AND , ~ ~ . IMPACT & S r - - _ ~ ~ . ,1 ~ 20 PRIWcTE ~ - ~ 'r / 3 ~ ALL DRAINAGE STRUCTURES AND PIPES SHALL CONFORM
OPOSED CHANNEL CROSS-SECTIONS. i ~ ~ AGE ~ PE , , E ~ TO THE STANDARDS AND SPECIFICATIONS OF THE r ~ ~ TOWN OF GARNER. i
225 L.F. LEVEL SPREADER. " ' EASEMENT ~ 51 l l i , PEN SPACE , ,r- - SPREADER LIP ALONG ' 1~ ~ i ~ 0.93 ACR ~ = ~ ~ R~ CL INTX CREEK COMMONS AVENUE co PLACEMENT, LOCATION AND QUANTITY OF EROSION CONTROL
/o CONTOUR 275. SEE DETAIL ; ~ ::.~a~~ ~ , REPIA AFTER ' PROPERTY LINE ~ DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER I 7 IPS ~ CL STA. 21 ?51.79 L-1 ~ CONFORM TO EXISTING FIELD CONDITIONS IF APPROVED BY
SHEET 3. . ,r-- ~ 6 - ' TAL INSPECTOR OF THE TOWN OF GARNER. I 6 / - , ; THE ENVIRONMEN
.F.E. N "0 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR 1 MIN. F \ , ~ ' ~ TO THE START OF CONSTRUCTION.
~ ~ ~ I.I i ~ M I ~ ~ 1 11 I ~ i ~ MI . F.F.. s ~ 4 ~ STA. 21+20 CREEK COMMONS AVE. IFY THE LOCATION AF ALL EXISTING A'. END 2:1 FILL SLOPE FOR CONTRACTOR SHALL VER 5 N UTILITIES ABOVE AND BELOW GROUND) PRIOR TO THE START
EIP N 26 30 00 W ~ I ~ - / ~ ' / ~ ~ ~ ROADWAY IMPR EMENTS ( - _ 2 -P OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE
606.82 % / j ~ ~ 7 69 I / , Y?~RD : q + J RELOCATION OF ANY UTILITY CONFLICTS WITH THE APPROPRIATE , ~ ~ E i . W ~ ~ , ELEANOR P. ST ENS
5/'~ ~ 'p F.F.. 1 ~ ~ LJ ",,,w r ~ ti X ~ ~ t i 1 t0 ~ ~ UTILITY AUTHORITY. 1 \ HOCK STEV NS Q ~ ~ ~ ~ , , TOPOGRAPHIC INFORMATION SHOWN IS FROM A WAKE COUNTY
r' ~ ~ ~ ~ ~ , /SQL DB 160~J, PG 142 ~ 00 ~ ~ ~ TOPO MAP, AND NEEDS TO ~ FEED VERYFlED. r 2 ` ~ ~ BM 1976, P/~ 243,
, ~ ? 2~``~/. / ~ . F.F.E. ~ . F MI .F.E. _ - EIP ~ ~ ~ N 1 1 r ~0 , ~ I _
~ , ; , ~q+ H/ R ~ PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
~ ~ ~ y ~ Y '/'`Y ~ ~ '73.65 ~P ~ , FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION ~ 1t, ~ I
EX. 2 CP W/FES ~ , ~ N ~/r- 5 Q ~ 1 I ~ STABILIZE 2:1 FILL SLOPE WITH MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC ~ ' ~ PERMANENT EROSION CONTROL MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO
I .OUT=269.20 ~ ~ ~ ~ ~ ~ ~ qP 'y, , _ ~ , 6 t'~ s: , Q j I MATTING C350 BY NORTH AMERICAN FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL _ , ,i ~ IAL
EX. 60 RCP W/FES ° ' ~ / 5 0 ~ ~ r 2 t INV. OUT=267.86 ~ \ ~ do :p~0 0 o`` i' + 13. _ SiREE? 4 ~ GREEN. EXTEND MATTING TO SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER s(R~ t ~ NEUSE RIVER BUFFER/SILT FENCE, CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATER '
~ / ~ ~ !c - i , ~ ~ 2 425 SQ.FT. SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. i
.~TpF ~ 41 i FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12 G MI. usE ~ 6 ~ ~ ~ ~ I OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE j
EX. DR. ESMNT, N 84'41r00'~W= °°~c°°~4 / ~ ,b ~ / NSA ~o,o~. - 0 ~ ~ ~ - ~ ~ ! HAZEL PIERCE COOK COMPACTED TO A DENSITY OF 1009 MAXIMUM STANDARC 8 ~ ~ ~ ! ~ I JAMES R. COOK PROCTOR DRY DENSITY AS DETERMINED BY AASHTO n1ETHOD
- - INT ~'v ~ $ B ~ ~ ~ ~ FOR THAT PORTION OF FILL UNDER ROADWAYS AND ,i ~ ~ , 1 DB 1854, PG 437 T99.
15 OD ~ / M EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF I ` ~ ~ ~ BM 1976, PG 243
qri ~ . v ~ ~ i : ~ i 46 xt 00 o i ~ _.i ~r i 11+00 - N 4'381N ' ~ - , , CURB, COMPACT TO A DENSITY OF NO LESS THAN 959 > I ` OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
S~_ ~ S` - t0 ~ ~ ~ ~ \ ~ rn ~ I ~ i . ~ ~ ~ ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL I ~ 145 F F OPEN SPACE SHALL BE PLACED IN LIFTS OF 8 OR LESS OF
• ~ - ~ ; YARD . t 2 X. S I N SE RIVER BUFFER UNCOMPACTED SOIL. I
11'~~ I C ' H - \ \ , 0 N IN MP ~A ~ ~ t` - - _ MH 1 ~ ~ N T P RT ,OF LOTS OTHER FILL MATERIAL SHALL BE COMPACTED TO A
_ - - - 1 _ 2 ~ IN OPEN DENSITY OF NO LESS THAN 909 OF THE MAXIMUM ,NO IN LURED NSITY AS DETERMINED
~ r' ~ ~ ~ ~ , I ~ ~ ~ P CE AL~ULATIONS STANDARD PROCTOR DRY DE I ~ 2 f ` BY AASHTO METHOD T99, BACKFILL MATERIAL SHALL ~ ~ ~ ~ ~ ~ EIP IN LIFTS OF 12" OR LESS OF UNCOMPACTED
o ~ . ~ - i I i- 12 ~ 1 J BE PLACED N i' ~ SOIL.
o +.--PRESERVED ~REE ~ o - ~ ~ ~ ~ co~~R~ AREA o , ~ O ~ ~ - _ ~ ; ~ T . ~ ~ I I
_ , ~ _ ~ + `~$I I w ~ i rvorE.
I ~ i I AREA.-T6- N'~ N ~ , P LS AR " . i J r 'O
~ (P NATURAL ~ ~ E : ~ _ ~ ~ 0.2 ACR ~ , i ~ \ ~ ~ ~ ; ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND ~ , N ~ / ~ SPECIFICATIONS OF THE TOWN OF GARNER WHERE APPLICABLE I I s, I I ~ I 0 1
. / + _ 8 _ , 1 ~ ~ . I l ~ ~ I ~ I THE C1TY OF RALEIGH I - ~ ~ 1 ~ a ~ , ~ ~ , ~ ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO
( . 1 I w ~t' ' ~ ~ ` /i ~ STANDARDS AND SPECIFICATIONS. ~ ` ~
p , - , ~ ~ , ~ CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
_ , ~ _ 14 ~ ~ 22 23 ~ ~ CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL
' ~ - ~ ~ 1 ' ` ~ EXISTING UTILITIES PR10R TO CONSTRUCTION AND COORDINATE 1F NECESSARY
- ~ ~3p s, THE RELOCATION OF ANY UTILITIES W1TH THE APPROPRIATE UTILITY AUTHORITY. i
' / _ , . ~ ~ , ; a I ~ I ~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO
X . 15 a ti ~ ~ , ` COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL BE APPLIED FOR i AND OBTAINED FROM WAKE CDUNr I
, - ~ . Fg 4
~ ~ , ~ IPS CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND THE CITY OF I RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING Z
i ~ ~ ~ ~ 1 T10N SHALL BE AS PER ~ . , 1 ~ CONSTRUCTION. ALL WATER AND SEWER CONSTRUC
( \ ~ N I \ e G ~ ~ ~ / 0 i" o ~ ~ I ~ ~ ~ ~ ~ C1TY OF RALEIGH STANDARDS AND SPECIFICATIONS. f i- ~ i~ 3 X, 4' ~
~ ~ I ~ . s. , 1 ~ '1 ~ v. ~ ~ ~ ~ E SSE ~ ~ / PN.
/ y ~ a, a ~ i ~ ~ ESMNt' x~ / I,
~ / ~ - ~4 r
I \ V _ ~ i ~ I ` R M WAKE COUNTY. ~ I ~ 1. OBTAIN GRADING PERMIT F 0 ~ ~ I 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FORA ~
Z ~ / \ t1. ~ \ ~ A ~ ~ ~ ~ ~ PRE-CONSTRUCTION MEETING. h /~-1 ~ 32 UTILITIES ECT.
~ \ ti • ~ I 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, ) ~ 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED. I
~ ~ l ~ ~ ~ 5 I titi ~ O ' ~ , ~ ~ ` - ~ ~ ~ e~ 1 ` ~ CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A ~ Q ~ ~ ~I
~ ~ ~ ~ I li CERTIFICATE OF COMPLIANCE. I 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION.
i ~ ~ I ! ~ 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, i
% ~ ~ DIVER510N DITCHES, CHECK DAM, ECT.) I 3 ' 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION,
~ ~ ~ 1 ~ / ~ ! ~ ~ / ' NEEDED. / , ~ / / / B. INSTALL GRAVEL DONUTS AS
/ ~ ~ 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION, SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION.
i ~ ~ --.,,1 ~ ~ ~ / ' ~ I _ ~ ~ ~ / / '
~ 1 ~ , 9~ S, ~ ~ 18 I SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION ANO i 0 i ~ ~ ~ ~ DETAILS ON EROSION CONTROL DEVICES SEEDING SCHEDULE, r i / i ~
- ~62~ \ 9 _ ~ S®BED PREPARATION AND ADDTIONAL CONS'TRUCtiON 34
~ ; / TE: SEQUENCE INFORMATION. S JR. NO ~ J BR B TOW JE l
~ _ ' - 1 ` ~ ~ 1 ~ ~ 43 ~x r / WHEN BACKFlLLING UNDER A UTILITY LINE, ~ / DB, 89~, PG 56 MAT IAL SHALL BE USED. / / PLOWABLE ER
/ i / l- ,
_ 1 ~ ' ~ i ~ NOTES, .
' / THAT THE APPROPRIATE APPROVALS
~ / 1. APPLICABLE DOCUMENTATION M DATE ' j % rl HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOM 0 G
% i ~ f SUBMII'fED TO THE TOWN - ~ i ! ~ ~ / I CREEK COMMONS AVENUE MUST BE
/ ~ ~ ~ i ~ / ~ t OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL / / ~ ~ ~ ~ ~ .
- / 42 ~ 1 SLOPE STABILIZATION REQUIREMENTS: J ~ 2. A MAINTENANCE PLAN WILL BE DEVELOPED FOR ALL BEST
~ _ ` ~ , _ % r ~ 3:1 AND FLATTER GRASS \ / ~ i MANAGEMENT PRACTICES BMP s INSTALLED TO ACHIEVE j" r r ~ ~ % NITROGEN LOADING AND/ R FL W ATTENUATING REQUIREMENTS ,
- AND VINES k i I ~ ~ 3,1 TO 2:1 SHRUBS ~ (641 I i AS PART OF THIS PROJECT INCLUDING LEVEL SPEADERS,
2,1 TO 1.5:1 RIP-RAP ~ ~ ~ I i' , ~ / i` , ~ . ~ ,
STEEPER THAN 1.5:1 RETAINING WALL ' ~ ~ I ~ ~ ~ ~ , " SITE DATA
~ ~ ~ ~ t, / I X41 i ~ ~ O / 1 ! ~ LEGEND ~ ~ ~ • ' f/ ~ ! / - P.LN. 1711.11-66-5846
NOTE; ~ ~ i p~ PLACE DURING /1 ~ r ~ / ~ ~ 11.11-66-3534 r g ; ! ENERGY DISSIPATOR 17 R.
SEDIMENT BASINS ARE TO REMAIN IN 1 N , ,,i ~ I 37 OJECT. ~ I, THE HOME CONSTRUCTION PHASE OF THE PR / ~ ~ N ! 1711.11-67-4139 OWNER/DEVELOPE ~ GRAVEL DONUT ! WILCO PROPERTIES
OF A (65 i~ ~ 1 ~ THEY CAN ONLY BE REMOVED WITH APPROVAL ~ ~ i ~ 40 l ~ PROTECTION _ ~ ~ r ZONING: R-9 1708 TRAWICK ROAD , r _ jr
t ~ ~ ~ MENTAL ENGINEER, , ~ 38 / j' WAKE COUNTY ENVIRON ~ ,i g , ' / SEDIMENT BASIN -TOTAL TRACT SIZE - 14.93 ACRES SUITE 209 ~ - - 47 ~ , ~ N0. LOTS -
i ~i / ~ ~ / i -AREA IN R W = 3,14 AC. RALEIGH, N.C. 27601 / ~ CURB INLET / 919 250-6000 PHONE.
_ NOTE: i ~ i ~ / Q / ~ ; 1 ~ f ~ -AREA REQUIRED IN OPEN SPACE = 1.49 ACRES ( J ~ _ _ FAX; [phone] $HE~ 2
CUSTOM SEDIMENT BASINS TO HAVE A 10 TEMPORARY ~ i ~ ` ~ ~ - " ; /,i ~ i ~ ~ i ~ ~ ~ FLOW DIRECTION -AREA IN OPEN SPACE - 1.80 ACRES - -Q4 OZ ~ CUP SB
EMENT. ~ ` ~ ~ ~ ~ ~ SEDIMENT & CONSTRUCTION EAS , ~ ~ ~ i , i ~ f, ' (66 ~ ~ ~ i / ~ r' -AREA IN LOTS = 10.29 ACRES ~ -X SILT FENCE - - 1 ACRES
~ ~ - TR PROTECTION FENCE AVERAGE LOT SIZE - 0.2 9 ~ 1, ~ EE -MINIMUM LOT SIZE = 0.207 ACRES
N PLACEMENT OF DRAINAGE ' 1 ; t-,--~L~ , , , ~ ~ ~ ~ ~ ~ ~ , , ~ ~ ' ~ ~,i ~ LOCATION, QUANTITY, A D ~ ~ I SMAYUARY ti ~ r- ~ ~ V ~ ~ , r L.S. LEVEL SPREADER -LINEAR FEET OF STREET = X2,5 ~ 6 L.F.
PIPES AND EROSION CONTROL DEI~ICE ; I I / ~ ~ ' ~ , t EIP ~ '/.~i i % i r ~ ~ ' n I ~ ~ ~ -TOTAL DENUDED AREA ~ X14.00 AC (incl. Spolle Aroa)
TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~ j _ _ - , ~i , / E i N $5 ~5 ~V , 3~ • ; ~ . ~ ~ TEMPORARY DIVERSION ~ ' _W_ BASIN -BOUNDARY INFORMATION FROM A SURVEY BY THIS OFFICE ~ ~ i ~ INTO SEDIMENT
I ~ ~ ~ l j ( ~ i----~ , I ~ _ ~ i / ~ 1 ~ ~ . 1 r.-~ ~ - TOPO INFORMATION FROM WAKE COUNTY TOPO MAP. ~ i ST. MARY'S TWP. OWNER; WILCO PROPERTIES
1 I ~ _ cFrRer.KS•
vFRONT:25 THOMr-105T- A` M CIATESWAKE CO. NORTH CAROLINA ZONED R-9
S OOL CRS BACK: 25
SECTI 2 i BM 1959, i PG; 35 ; 153 L #2IN ROAD _ ' ! Q CORNER SIDE: 20 HOLL='S G DATE 04/15/2004 DRAWN RIS JOB NO. E04 005 7504
1 50 25 50 1 0 I ~ 15' PRESERVED TREE RE Q / f SIDE: 10 (9 7 ' r 1 FAX 609 SCALE 1 = 50 SURVEYED REH DRAWINg. AP3-maeegrade
f AREA. /AREA TO RD" NNATURAL *'O~
NDISTURBED (.31 A i SCALE 1 50 AND U 5/21/04, 7/12/04 PIN REVISIONS 1711.11-ee-3534
~ , f i

_ ,
I
I " ORRUGATED 4 C WIRE MESH
ELEASE POINTS PERFORATED PVC AT TROMWATER R
NAGEM RAlNAGE SCHEDULE STORMWATER MA StORM D NAGEMENT FORS MA 1:10 SLOPE
TYP SIZE ENGTH INV. IN INV. OUT SLOPE D.A. Q10 V10 FOR THE 1 YF4R ST01 ~ PIPE E L ENT US1NG THE YF4R STORM EV
A RCP 24 "44' 275.70 275.40 0.68% 4.89 ac. 17.33 cfs 6.47 fps NAL tifETHOD: Q RATIO " 1 1 =CxIxA TROD. Q . , 1 1
B RCP 18 "105 276.40 275.80 0.57% 1.39 ac. o_
it RCP 15" "24' 276.80 276.50 1.25% 0.16 ac. 2 3 1 5 6 7 ~ , 3 4 :t,
D RCP 15" "27' 276.70 276.50 0.74% 1.15 ac. „ RELEASE POINT DRAINAGE R FLOW Q Q FLOW TO BE MAX. ALLOWABLE O,~,t ~ ` RAINAGE RUN-OFF INTENSITY t~„t t~o~t
• E RCP 15 "67 277.60 276.80 1.19% 0.75 ac, PIPE # AREA (AC.) CO T IN HR CFS DETAINED (CFS) OUTFLOW (CFS) 3EA AC. COEFFICIEN ) ( ) ED ( ) WASH
F RCP 24" "27' 278.00 275.80 8.15% 3.37 ac. " A 2.73 .70 1 ~ '~;k; 4.4s s.7o - 6 NE FILL 2.73 0.55 STO
G RCP 24 "42 281.10 278.20 8.33% 3.25 ac. I 7.23 ; 0.58 4.18 14,59 7.36 ~ AREA
" M 6. I H RCP 15 "28 283.70 281.90 6.43% 0,36 ac. 6.02 '4' \ ;
" 4% 0,18 ac. 13.93 CFS TOTAL 21.29 CFS 7.36 CFS ~ 'il. I,,fl.. GROU , ,
RCP 15 N52 286.00 283.90 4.0
R p 18" N108' 289.00 281.90 8.70 2,48 ac. J C n n - / ~
K RCP 15" "29' 290.20 289.20 3.45% 0.40 ac. 8X8
L RCP 15" "98' 296.00 289.20 6.94% 1.14 ac. , VOID i-, ,
' M RCP 30" "34' 266.20 266.00 0.59% 6.02 ac. 20,92 cfs 6.62 fps , , TYP. TOP OF BERM , , - -
" " 7 .60 266.30 7.08% 3.17 ac. N RCP 24 89 2 2 SS 1 RIPRAP ~ ` ELEV. 266.50 ClA
0 RCP 15" "175' 279.20 272.80 3.66% 0.17 ac. Width = 3.00 ACROSS LENGTH do ' . GROUT CLASS 1 RIPRAP
P RCP 24" "27' 274.20 272.80 5.19% 2.87 ac. " ~ OUTLET PIPE M \ ~ PIPE M ~ ~ ^ ,;1,'~
9CP 18 "95 298.70 274.40 1,37y 2.58 ac. ELEV. 266.00 0 ,i 266.00 r _
R RCP 15" "16' 276.50 275.90 3.75% 2.12 ac. J MERGENCY SPILLWAY 1 ' E ~ 48 OF 12
" " 7 .50 276.70 3.64% 1.69 ac. S RCP 15 22 2 7 • . _ ~ ~ Len th - 10.00 _ PVC PIPE gg = 65.50 ~
T RCP 15" "18' 277.90 277.70 1.11 % 1.26 oc. ELEV. 2 ;
R P 24" "29' 266.50 266.30 0.69% 2.77 ac. U C ELEv = 63.00 ~ ~ ELEV. 2 z , °26~~0 ~ t~; ,6t . . ,
RCP 18" "51 ~ 271.70 266.60 10.0% 2.51 ac. V
W RCP 18" "24' 272,40 271.90 2.08% 234 ac. ELEV. = 262.00 32~ OF 12 PVC PIPE ,I~. 4" CORRUGATED
X RCP 18" "116' 276.40 272,50 3.53% 2.08 ac. CHARGE FROM PIPE M = 14.59 CFS ~M ols ~ PERFORATED PVC AT
" " 278.80 276.50 3.77% 1,96 ac. 1 YEAR STORM DISCHARGE f Y RCP 18 61 „ ~ MAXIMUM WATER ELEVATION TER ELEVATION = 265.10 TYP. , ~><9 ~ ) LOPE LEASE RATE 7.20 1.10 $
Z RCP 18 "66 284.00 279.00 7.58% 1.83 ac. MAxIMUM RELEASE RATE _ - TION NTS
Al RCP 15" "24' 285.00 284.20 3.33% 0.15 ac. N POND CROSS SEC ( ) DETENTIO ~~f
81 RCP 15" "124' 291.00 284.20 5.48% 1.34 ac. JEQUENCE FOR TEMP. SEDIMENT 91LSINS ~2 Jk
RCP "100' 294.50 291.20 3.30% 0.90 ac. «NJSTRUC'110N SEpUENCE FOR T C1 15 ,J'~'' -DETENTION POND: ,
" " 4' 295.00 294.70 1.25% 0.45 ac. ~ ~ D1 RCP 15 2 BASIN AND FUTURE DETENTION POND TO EXCAVATE FOR SEDIMENT HEFT 2 .
E1 RCP 15" "78' 294.30 291.20 3.97% 0.18 aC. 1. CONTRACTOR TO EXCAVATE F I AS SHOWN ON EROSION CON iN EROSION CONTROL do GRADING PUN (S ) AI SHEET 11 FOR
I 2. INSTALL CUSTOM BASIN WITH I NERGY DISSIPATOR SCHEDULE E TEMPORARY BASIN DETAIL. Mr TOM BASIN WITH BAFFLES. SEE STANDARD DET L 3ASIN DETAIL. MAINTAIN sEDIMENT eASIN THROUGHOUT coNSTRUCnoN. GEOTEXTILE FABRIC OVER STONE .
I a D50 STONE MIN. LINING 3. ONCE SITE HAS BEEN BUILT iA5 BEEN BUILT AND STABILIZED, CONTRACTOR TO REMOVE THE
DISSIPATOR OUTLET V10 W BAFFLES AND ANY ACCUMULJ FPS FT. SIZE IN. THICK. IN. ROM THE BASINS. _ I ANY ACCUMULATED SEDIMENT F _ _ ARREL PIPE ~--I I~, 1 " 'r';'.
4. INSTALL DISSIPATOR AND 12~ iIPATOR AND 12 PVC s _ , ~ 2 -3 EARTH S HEET 3 FOR POND CROSS SECTION. '-'_~I _ - LEASE RATE. SEE ~ I._,_ J I
" 6 18 CLASS '9' STONE (LIGHT) FOR MIN. RELEASE RATE. SEI D1 A (24) 6.47 12 6 BACKFlLL OVER PIPE TO ESL ND. ER PIPE TO ESTABLISH DRY-DETENTION PO _
„ 8 6 18 CLASS 'B' STONE (LIGHT) D2 M 30 6.62 15 5. SEED ANO MULCH DRY-DETE ( ) 11 ABLISH PERMANENT GROUND I -1 ~ - - IULCH DRY-DETENTION POND TO EST I
„ 3 12 CLASS A STONE (FINE) covER. D3 F (12) 3.47 4 3 - _I I:-- ASHED STONE
_ ~ \
ROSION CONTROL USE SPECIFIED STONE FOR E AIL SHOWN ON GEOTEX' GEOTEXTILE FABRIC ~
PLACE DISSIPATOR AS PER DET I N CONTROL DETAIL SHEET 11 WITH REQUIRED UNDERLINER EROS 0 TOP OF BASIN ~
ELEV. 263 ~ ; . I I ,
12 PVC N I -I I _"I INLET EL ~ -r ~ I
SIN SCHEDULE USTOM SEDIMENT BA . C i~~t~
/ ~ ~ t - ~
i TH EFFECTIVE IMENT DRAINAGE WEIR LENGTH LENGTH WIDTH DEP _ I SED STORAGE CF ~ ' I ~ GATED ~ OUT_ LET EL I 4 CORRU
BASIN N0. AREA AC. FT. FT. 261.90 ~ ~ I ~ ~ ~ ~ PERFORATED PVC ,
- 9 384 1 3.68 12 69 34 5 , I 4 a , . ~ ~ 4 ~ ~
i 2 8.75 14 125 33 5 161 I
4" ONCRETE C
T M BASINS. BASINS TO BE CUS 0 PLACE WASHED 4'x4' WASHED ~G• 11 11 f l
CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED p g STONE AROUN T ASINS AFTER EACH RAINFALL EVENT I INS EC N 8x8 VOID EACH ,b- AROU D
'I DEPTH INCLUDES 1 FOOT FREE BOARD 80X 4' FROM IPE FACE EXCEPT P FROM
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED EACH SIDE AT A A COVER SIDE FACE SIDE AT
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO WITH WIRE MESH OR
N ITE DEPTH OF 12" I LEAVING THE CONSTRUCTIO S OF 12 HARDWARE CLOTH.
FOR DETAIL SEE EROSION CONTROL DETAIL SHEET 11
NTS - ENTIDN POND DRY DET
1
{ RB INLET SCHEDULE CU
' 113 STA. 20+11 16' LT. CREEK COMMONS AVE. C1~25 STA. 20+50 14.5' LT. MUIRFIELD RIDGE DR. CI{~1 STA. 1J+62 16 LT. CREEK COMMONS AVE. C~ CL ELEV. = 283.53
I CL ELEV. ¦ 283.91 CL ELEV. ¦ 271.90 I T.B.O.C. 283.74 r,B.O.C, • 284,12 T.B.O.C. ="272.08 INV, IN 18" RCP ¦ 279.00
I. INV. IN 1e" RCP do 24" RCP) ¦ 275.80 INV. IN 24 RCP (2) = 266.30 INV. OUT 18" RCP ¦ 278.80 a ( INV. OUT 30" RCP 266.20 FLOW
INV. OUT 24 RCP 275.70
' N AVE. CI 14 STA. 19+78 16' LT. CREEK COMMONS AVE. CI#26 STA. 19+73 14.5' LT. MUIRFIELD RIDGE DR. CI~J2 STA. 12+58 18 LT. CREEK COMMO S iq CL ELEV. = 288.89 ~,~0• DRAIN PIPE ;zr:
CL ELEV. ¦ 280.91 CL ELEV. 278.64 T,B.O.C, ¦ 289.10 ~ ~ _ .82 T~CnTC~ ~~111 T.A n.r. • QR1.OQ T.e.a.c. 278 ul ul I, r ~ •n,
INv. ,N ID nUl' s Iu nl.l ~ . ' I INV. UUI Itl" FiUF' ~ Ltl4.UU UULILU IU a"•1 INv, ouT4 1e" RCP ¦ 276.40 INv. OUT 24" RCP = 272,60 TREATED 4x4
' 115 STA. 18+00 16' LT. CREEK COMMONS AVE. CI~27 STA, 19+73 14.5' RT. MUIRFIELD RIDGE DR. g, DISSIPATOR
CI~3 STA. 12+30 16 LT. CREEK COMMONS AVE. C ~ CL ELEV. = 288.89 ~ ~ ~ " - ~ - ~ CL ELEV. = 283.61 12 _ ~ ' Cl ELEV. 281.09 T.B.O.C. = 263.79 T.B.O,C, = 269.10 DEPT i ll;+-~ ' ' ~
fa ~ 24 r.B.O.C. • 281.27 I' 6•.~ - Fi l'_ MIN. 0
= INV. OUT 15" RCP 279.20 INV. OUT 15" RCP = 285.00 ;I INV. OUT 1 S RCP) 276.80 8:1
116 STA. 19+78 16' RT. CREEK COMMONS AVE. CI{~28 STA. 18+46 14.5 LT. MUIRFIELD RIDGE DR. a. I CI~4 STA. 12+58 16' RT. CREEK COMMONS AVE. C ~ CL ELEV. = 295.89
CL ELEV, 278.64 CL ELEV. ¦ 280.91 T.B,O,C. = 278.82 T.B,O.C, = 293.10 r ~t ~ 0
¦ 1.09 P = 291.20 T.BA,C. 28 INV, IN 18" RCP = 274.40 INV. IN 15 RC (2) INV. IN 15 RCP) = 276.80 " INV. OUT 15 RCP = 291.00 S S
( INV. OUT 24 RCP = 274.20 INV. OUT 15 RCP ¦ 276,70 TREATED 2x10 LIP
TA. 18+80 16' RT. CREEK COMMONS AVE. CI~29 STA, 17+42 14.5' LT. MUIRFIELD RIDGE DR. CI}~5 STA, 11+78 16 RT. CREEK COMMONS AVE. CI~17 S CL ELEV. = 299.52 4' 6 W 4x4 ®6' O,C.
CL ELEV. • 282.37 CL ELEV._ 280.77 T.B.O.C. = 299.73
T.BA.C. ¦ 282,55 T.B.O.C. -"280.95 INV. IN 15" RCP = 294.70 INV. IN 15 RCP = 275.90 INV. OUT 15" RCP = 294.50 NATURAL GROUND
• .sa INv. our 1e RcP = 275.70 TYPICAL SECTION OF LEVEL SPREADER INV, OUT 15 RCP 277 LENGTH VARIES
' A, 18+64 16' RT. CREEK COMMONS AVE. CI~30 STA. 17+42 14.5' RT. MUIRFIELD RIDGE DR.
CI~B STA. 13+62 i6 RT. CREEK COMMONS AVE. CI~18 ST CL ELEV. = 299.52 CL ELEV. ¦ 283,94 CL ELEV. = 281.06 T.B.O.C, = 299.73 CONSTRUCT THE LEVEL LIP ON UNDISURBED SOIL TO PLAN PLAN VIEW OF LEVEL SPREADER
T.B.O.C. 284.12 T.B,O.C. ="281.74 " 7 70 UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH INV. IN (14 RCP 278.20 INV, IN 15 RCP 2 6. INV. OUT 15" RCP = 295.00 OF THE SPREADER. SPREADERS TO BE CONSTRUCTED ~,~ti,~tio,nr,,,~
INV. OUT 24" R P ¦ 278.00 INV. OUT 15 RCP ¦ 276.50 AFTER SILT BASINS ARE REMOVED AND DITCH LINES CRRO~''~,, ~ 0.~ r~ y ,
MMONS AVE. CI 31 STA. 10+58 15' LT. CONSTRATA COURT ARE STABLE. LEVEL SPREADER AND 20 DRAINAGE 14.5' RT. MUIRFIELD RIDGE DR. CI~19 STA. 18+48 16' RT. CREEK CO # _ EMENT TO BE OUTSIDE NEUSE RIVER BUFFER AREA. CI~7 STA. 10+42 CL ELEV. - 298.82 E~
Cl ELEV. ¦ 287.06 CL ELEV._ 281.49 T.B.O.C, = 299.00 LEVEL SPREADER LIP TO BE CONSTRUCTED OUT OF p ~ r ~ / 1 ~
r.B.O.C. ¦ 287.27 T.B.O.C. -"281.87 „ = TREATED 2x10'S PLACED HORIZONTALLY ALONG THE ENTIRE LIP AT INV. IN 15" RCP do 18 RCP = 281.90 INV. IN 15 RCP 277.70 INV, OUT 15" RCP = 294.30 OR SLOPE. 2x10' TO BE HELD IN PLACE WITH 4x4 POST ~ 6 o.c. PROPOSED LEI RELEASE POINTS b : SE ` t s 1POSED LEVEL SPREADERS FOR
INV, OUT 24" RCP ¦ 281.70 INV. OUT 15 RCP = 277.50 POSTS TO BE BURRIED AT LEAST 24 INCHES. ~ ~ 19133 ' t
+ 16' RT. CREEK COMMONS AVE. BACKFILL AGAINST 2x10'S TO FORM LEVEL SPREADER. RELEASE PIPE ,A, SPR DER LENGTH , ,r~,;'4M ASE PIPE D ,,hrrNt
CI~B STti 10+57 14.5 LT. MUIRFIELD RIDGE DR. CI~20 STA. 18 30 CL ELEV. ¦ 287.51 CL ELEV. = 282.14 225 Lf. L.S. 1 ~A yG.:'•••••••'' A 4,89 a.c. 17.33 cfs A .fC
T.B.O,C. = 282.32 A 4 T.B.O.C. ¦"287.12 P ¦ 283.90 M E INV. IN 15 RC 70 INV. OUT 15" RCP ¦ 277.90 a.c. 7.23 cfs 94 Lf. L.S. 2 ~ M 6.02
INV. OUT 15 RCP 283 POST- ~ ~ V
' T. CREEK COMMONS AVE. CI{~21 STA. 20+81 16' RT. CREEK COMMONS AVE. LEVEL SPREADER Ci~9 STA. 14+52 16 L .SPREADER #1 LENGTH IS BASED ON THE
CL ELEV. ¦ 290.01 CL ELEV. = 270.90 DEVELOPMENT Q 1( LOPMENT Q10 DISCHARGE AT THE RELEASE POINTS. EVEL SPREADER FOR EVERY 1 CFS FLOW). 3
r.e.o.c. ¦ 290.1 s r.e.o.c. ="271.08 (13 FEET OF LEVE INV. IN 18 RCP 266.60 • EET OF L SHEE? ADERS MUST BE LEVEL AND IN A 20 PRIVATE _SB_04_02 CUP
" INv. OUT 2a" RCP = 266.50 SPREADERS MUST INV, OUT 15 RCP 286.00 DRAINAGE EASEME! JAGE EASEMENT, MAX. LENGTH TO BE 300 L.F.
CI~10 STA. 11+50 14.5' RT. MUIRFIELD RIDGE DR. CI{~22 STA, 22+42 14.5' RT. MUIRFELD RIDGE DR. RATIONAL METHOD INAL METHOD (O=CxIxA) WAS USED FOR CALCULATING R LOPER: ' ILES FD WNER DEVE EDV
CL ELEV. 294.08 CL ELEV. = 276.33 4 THE DISCHARGE F T.B.O.C. ¦"294.29 T.B.O.C. "276.5 ENT. 0 / E St• H Y R STORM EV AlNAG F R THE 10 EA RY DR DISCHARGE o ELlMINA PR WILCO PROPERTIES
INV. IN 15 RCP (2) = 289.20 INV. IN 1 B RCP = 271.90 INV, OUT 18" RCP ¦ 289.00 INV. OUT 18" RCP = 271.70 1708 TRAWICK ROAD
LEVEL SPREADER _ SPREADER 1 LENGTH IS BASED ON THE # SUITE 209 vIUM RELEASE RATE DISCHARGE. RALEIGH, N.C. 27601
CI 11 STA. 11+50 14.5' LT. MUIRFIELD RIDGE DR. C1~23 STA. 22+42 14.5' LT. MUIRFIELD RIDGE DR. MAXIMUM RELEASE ~ ¦ CL ELEV. = 276.33 CL ELEV. 294,oe (13 FEET OF LEVI READER FOR EVERY 1 CFS FLOW). 0 MARY's Twp, OWNER: WILCO PROPERTIES . FEET OF LEVEL SP PHONE: [phone]T.
T.B.O.C. ¦ 294.29 T,B.O.C. = 276.54 INv. IN 1s" RCP = 272.so SPREADERS MUST ADERS MUST BE LEVEL AND IN A 20 PRIVATE FAX: '919 250-6010 R_g ~ ) RTH CAROLINA ZONED
INv. OUT 15" RCP ¦ 290.20 INv. our te" RCP = 272.aD DRAINAGE EASEME JAGE EASEMENT, MAX. LENGTH TO BE 300 L.F. TROMPS N ' ' CIATES wAKE co. ND
LEI/EL SPREADER NTS nATIAAIAI 11~TI.1(1f1 \AIAI urrunn ~n_c,<IYAI wAS USED FOR CALCULATING - , ,s, „~r~,~s!~~''1ni~3'''~1ROAD f1SA,tl~, olc dOB N0. E04-DOS
CI#12 STA. 12+50 14.5' RT. MUIRFIELD RIDGE DR. CI#24 STA. 22+21 14.5' LT. MUIRFIELD RIDGE DR. Rrli wi F ilmmL. im-i vv v
CL ELEV. 301.89 CL ELEV. = 280.35 THE DISCHARGE T.B.O.C. ¦ 302.10 T.B.O.C. ¦ 280,56 DISCHARGE FOR THE 1 YEAR STORM EVENT. THE TOWN OF GARNER HAS SPECIAL DEVEL HOLLY,'SPRt.." PVC 7504 DATE 04/1 STANDARDS THAT APPLY TO SINGLE FAMILY HOMES; (s a . 7 Nid oa „ a suavEVEO aEH DRAWING. APJ-ECPc
INV. IN 18" RCP ¦ 276.50 UNIFIED FAX gt1 b609 SCALE 1 50 PLEASE REFER TO SECTION 6.8 OF THE 4 = _4130.
INV. OUT 15" RCP 296.00 INV. OUT 18" RCP - 276.40 NT ORDINANCE. 5 21/0 4, 7 2 o PIN iiiii-ee- DMLOPME REVISIONS

~,r;,i,
1~
s';~ I L NE TABLE ,
, LINE LENGTH BEARING
!r-. ,~,1_ , ~ ~ L1 4,39 S7T46 OS"W D ~
~~kp~ i .~j
~,u oz w~~ M ~
~~r" J Fcy ~ SIT gN1C
~i~`~ (0 i.- ~ '~~ui J . ~ roP @~ ~ q~ 0
~ , 0P~ ~ OF g CURTISS DR „ BAN OF BANK . ~ 70
of roP~ qNK . ~ EX. OF @~ , )P OF " ~ TOPS ~ BANk ' . „
~ pQ ANK G7 ~ ~ SS MH ~ , 50
, ± S N EX, EX, 18" SANITARY
~ / / SEWER EX,
'w~; ; W II II ~ II II ~ , ~ ~ VI~INTY M~f~
. to . ~ r-r- x)11 NTS o ~ II ROBERT LEWIS CREECH ~
_ 4. N ~ PEORIA P. CREECH JP - ~ II II - II ~ It DB 2849, PG 695 / Q~
~l Z ~ ~ II II ~ / 5 ~IIII~I I u II / 50
N
C, HOMER CREECH ET. AL SEX, ~ L:
• DB 2826, PG 395 SS MIS,! AIN~~~EMEN !
p ~0 ~ I
/ .s ~ / I '
51 . ~ aT~ • OPEN SPACE AREA " Q / 0,25 ACRES ~ / NQTE'
~ "E / ~ 6 G AREA TO BE / ~ n REPUNTED AFTER (n / ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND
~ 5~ ~ 3~ ~ S POND CONSTRUCTION ~ / AT SPECIFICATIONS OF THE TOWN OF GARNER WNERE APPLICABLE. i o~ G E VALVE FOR 8 WATER LINE
~ N j`;,- / ~P i ~REE~ 6 TO BE WITHIN PAVEMENT. BLOW OFF ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH
, ~ 5P ~ 5 ASSEMBLY TO BE OUTSIDE PAVEMENT, STANDARDS AND SPECIFICATIONS. 5 ~ BLOCK AND ROD VALVE dt BLOW OFF
~ ~ ; ~ ~ 4 AS REQUIRED. ALL PLACEMENT, CONTRACTOR SHALL VERIFY EXISTING CON011TONS PRIOR TO CONSTRUC110N.
,t y / . V7 LOCATION AND MATERIALS AS PER THE
f 3 ~ CITY OF RALEIGH STDS. do SPECS. CONTRACTOR SHALL ~ER1FY THE LOCATION (ABOVE AND BELOW GROUND OF ALCi ,k; EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE !F NEC SARY
~ Y~~y.1 Y ' 2 IC ~ ~ r i L-''' R ~ _ _ , > THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. U C E
r BL / U ~ P 6~ ~ 0 U r _ . Ia P A - . . , . ALL RE UIRED P RM NS , 2 Q E I1S FOR CONSTRUCTION SHALL BE OBTAINED PRIOR 1O 0 - w
1 M M " ~ 0 M - - , - ELEANOR P. STEVENS i M I COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL 8E APPLIED FOR I 0 cD ~ / S " • ` MHNa s' ~ HOCUTT STEVENS AND OBTAINED FROM WAKE COUNT.
9 EE 2a 5 ~ ~ CR e DB 1807, PG 142
~ ~ P~ i t.~ PRA / " BM 1976, PG 243 CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND THE CITY 0~ 4 / I s.~, RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
i T i A °..i Y 1 / r.... gE`NER / / CONSTRUCTJON. ALL WATER AND SEWER CONSTRUCTION SHALL BE AS PER
~ y / OPEN SPACE AREA 8 " p1P SAN' ern. ~ 90 0 8 / CITY OF RALEIGH STANDARDS AND SPEClfTCATIONS. 1„f . ~ _ ~
i / / 0.03 ACRES ~ ' " ~.F ~ ~ / AREA TO BE ~ ! ~ ~ ~ N33D '330 tt _ _ 1n /
• / ' REPW~fTEO AFTEA k e•'M•~ ,a' ~ i . . > ' ~ ' ~ . coNSrRUCnoN ~ THE TOWN OF GARNER HAS SPECIAL DEVELOPM
(56~ t0 T ~ ewi. , ~ / •vA.~~ ~ . _ _ r ' N ZA ~ i~ ~ 27 ~ STANDARDS THAT APPLY TO SINGLE FAMILY HOMES;
EX. DRAINAGE EASEMENT - ~ d' MH Fw 4 ~ e , ~ M ~ ~ ~ rt ~ PLEASE REFER TO SECTION 8.8 OF THE UNIFlED
ER r - .x ~ ~ . _ - ab _ • " SAN. SEW - e,,M, _ e . a. ~ - , d ~ ~ / DEVELOPMENT ORDINANCE.
- h 14. i 1 p e'WL Fa r,,. N ~ ..x>. s / D 8 s HAZEL PIERCE COOK ,
\ - r ~ °O JAMES R, COOK
• ,~1 n ~ , . MHOS ~ e'~ _ - ~ r'' FIRE HYDRANT ASSEMBLY, 1 : UTILITY NOTES .Y, ~ DB 1854, PG 437 r,~
r ,a. . - ~t AlL WORK, MATERIALS, PLACEMENT _ e1N, " /e• _ - _ ~ ' AND LOCATION SHALL BE AS PER PIACEMENT - , , ~ BM 1976, PG 243 PROPOSED LINEAR FEET IN SIDEWALK ¦ N5,049 L.F, 2S,24b SQ,FT.) IE AS PER ~ PROPOSED LINEAR FEET IN STREET ¦ N2,516 L.F.
_ , e ~ ' ~ ~ • CITY OF RAi_EIGH PUBLIC UTILITY ~ I r TIE PROP, 8 DIP SAN, SEWER PROPOSED LINEAR FEET IN 8 DIP WATER LINE ¦ N2,377 LF, C UTILITY z INTO EX. SAN. SEWER MH PROPOSED LINEAR FEET IN 6" DIP WATER LINE ¦ N249 L.F.
- ~sA`•` ~ ~ 'f'~ • STANDARDS do SPECIFIACTIONS, - . CTIONS. I. ! ~ EX. RIM 265.08 PROPOSED LINEAR FEET IN B" PVC SANITARY SEWER LINE ¦ N784 L,F. ~ 28 PROP05ED LINEAR FEET IN 8" D.I,P. SANITARY SEWER UNE ¦ N1 251 L.F,
v ~ ~ 9 EX. INV 258.82 26 PROPOSED SANITARY SEWER FOR PROJECT ¦ 11,750 GPD
s' , ~ ~ ~ .~;a : 11 9 FLOW BASED ON 3 BR T 4 P R N y ( /LO x 7 LOTS x 250 G D/38 )
; o' era r a~' ALL PROPOSED MATERIALS SHALL CONFORM TO THE STANDARDS ! ;
~u~~ ~57~ r. ~ 12 10 y T ~1 9 l , . aP AND SPECIFICATIONS OF THE CITY OF RALEIGH AND ITS N120 4f. 8 MH~1 o PUBLIC UTILITY DEPARTMENT.
i REMOVE EXISTING BLOW-OFF 13 I~I ~ 12
c" ~ , ASSEMBLY AND EXTEND 8" { ' ~ "o ma
WATERLINE AS REQUIRED. / x ~ ~,+i 14 a ,W / ~ I ~
/ ~ 29 cr-~ I > I I I u' . 25 GENERAL NOTES. ,
~ 1 N tn~ / ~ / ~ , ,
~ / ~ ~ l p i, o`A -ALL WORK AND MATERIALS SHALL CONFORM TO THE i . ,
47 ,-1 ' / 1 ~ ~ STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARNER. i ~ 4' m
• / (58 / m 21 ' ~ ~ / / ~ 22 2; CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCT10fr, 1 ~ 23 - r~ No _
~ ~ / 1 FlRE HYDRANT ASSEMBLY. ' ~ CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND} t~F Alll /
1 ; ~ ~ ALL WORK, MATERIALS PLACEMENT /d r ~ o EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE, IF NECESSARY, ' ~ 30 ~ THE R T
Z~ / 1 ~ ~ / AND LOCATION SHALL BE AS PER 15 CITY OF RALEIGH PUBLIC UTILITY ~7 ~ ELOCA ION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY,
<r . ~ ~,P / ' ~ STANDARDS do SPECIFIACTIONS. / o, o ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO f. / ~ COMMENCEMENT OF CONSTRUCTION.
~ ~ 46 / MH 24 ~n _ ~ CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
~59~ / ~ ~ ; ~ ~ AND SPECIFICATIONS T ~ a, ~ 0 USE AND REFER TO DURING CONSTRUCTION.
/ ~ ~'s. ~ ~ J
• / ~ / ~ ~ ~ i 31 4 , L,
~,c / ~ \ `•a 7 5~ / O EWE , ~ N. S T NOTE: ,a ~ / ESMN
~ ~ , L / ' G WHEN BACKFlLUNG UNDER A U1ILITY LINE, f' Q
Q ~ MH~13 • ~ (601 a 16 20 c. t MH~iJ Q~ O PLOWABLE MATERIAL SHALL BE USED, G
A ~ / / 45 'O N / ~ ~ 0 ~ ~ ~
~ ~ ~ m. < 0 ~ ' m. A ~ o / V 32
G~ t~ / , rti ° / ~ ~t+
n / . ~t ~ ~ c. ~t h
~ ~k ~ ~ ~p ~ I
1 / 'L ~ (61 H~12 ~~,a',, ,a~,+
~ ~ ~ 44 `I / 33 /
> > ~ 19 .n G / V1~ ~ ti~ + ;A . MH lid MH~B PUBLIC ~ FIRE HYDRAN SEWER COLLECTION EXTENSION SYSTEM
/ lY~ ~ ~ T ASSEMBLY.
/ ` ~ 18 ^ J- J; ALL WORK, MATERIALS, PLACEMENT THE CITY OF RALEIGH CONSENTS TO THE CONNECTION ANO AND LOCATION SHALL BE AS PER
/ ~ ~ • ~ (62 ~ ' CITY OF RALEIGH PUBLIC UTILITY , EXTENSION OF THE CITY S PUBLIC SEWER SYSTEM AS SHOWN , / ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED ,I;
~ ~ '7 _ i'' .e STANDARDS & SPECIFUICTIONS, ~ FOR THIS PROJECT SHALL CONF RM T I P I I 0 0 THE CTYS UBLC / ~ ,
~ / ~ , ~ ~i 43 ~ r0 AUBREY BURTON JENKINS, JR. UTILITIES HANDBOOKS STANDARDS AND SPECIFICATIONS ~ fp ~ r'~:
L/- ~ / ~ j e 34 4j DB 6896, PG 356 CITY OF RA LEIGH PUBLIC UTILITIES DEPT. PERMIT~j I
i
/ ~ ti 'C ' - ~ r r..~ r (.f _ `t.. H CONSTRUCTION APPROVAL
63 ~ _ ?0 ` / / ~ SAN ~ f. ~ ~ DATE
^q voiF.e"P~ ~~e I A .lJ
~ ~ ~ ~ ~ / ~ MH{~10
42 e•"~ f ~ PUBLIC IMPROVEMENT UANTmES; ~~Iq ~ Q PU BL C
/ . Phase Numbers 3 WATER DISTRIBUTION EXTENSION SYSTEM
( ~ / 64 Number of Lots 47 THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
/ 36 Lot Numbers b Phase EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN Y 47
N ,ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED umber of Units 47 FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
Livable Buildin s 47 UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS
' ~ 41 Open Space? 1.50 ac. CITY OF RALEIGH PUB I TI ITT T. RMIT L C U L ES DEP PE
/ ^ Number of Open Space Lots 3
I (s5~ i 37 ~ i Public Water LF CONSTRUCTION APPROVAL ( 2,626
i 40 i 39 38 Public Sewer LF 2,035 DATE
Public Street LF 2,516
i I ~ Public Sidewalk LF 5,049
i ^1 rss STREET INSPECTION FEE: _ _ _ SHEET 4 `tr CUP SB 04 02 2,516 L.F. x $1.00/L.F, _ $2,516

I .N BAR
~ N 85' 17'45" W 345.50' ~ 4 ~ . 4~ L
i ^ ~ ESSI ~''"~9
1 ^1 I^1 ( 1 (2 3 (4~ ( 1 6 a~ 9. ` SEAL P RT1 S I ~ en,n~ ~ _ _ ` _ ~ ST. MARY S TWP. OWNER; WILCO PRO E E
~ ~ .5, I I
SCHOOL ACRES ~ UWNLK/UtVLLUHEK:
60 5 5p p SECTION 2 BM 1959, PG 352 WILCO PROPERTIES TROMP MATES WAKE CO. NORTH CAROLINA ZONED R-9
1708 TRAWICK ROAD w 153ROAD -OOb b , ~ SUITE 209 HO-- Vs., C 7504 DATE 04/12/2004 DRAWN MTH JOB NO. E04
SCALE 1"¦ 50 RALEIGH, N.C. 27601 B „ 7 01 FAX` 609 RVEYED REH DRAWING AP3-UTllc
PHONE: [phone] SCALE 1 50Su I
(L FAX: [phone] REVISIONS 5/25/04 PIN - - 1711.11-67-4 Y 7/12/04 1711.11-66-3534
i

_ - -
~
~ ~ i
r Z ~
FTC LINEAR FT. EIP IMPACT TYPE
(Pry) ' 07
~C ~
6 10 120 CHANNEL 2,11 EXISTING SEE SHEET 3 FOR LEVEL 9 ` Z
~ ~ W SPREADER LENGTH AND DETAIL ~
NEUSE BUFFER N 26'30 00 s ` i 9
6,210 1st 30' FROM TOP OF BANK) 606.82 'G ~ i F~ o.
(
~ti ti 275 L.F. LEVEL SPREADER. ~ ~ SPREADER LIP ALONG
NEUSE BUFFER 3,973 ~ ~ SEE DETAIL TOUR 275. X'' ~ CON
(NEXT 20 ) 1 k5° i' ~ SHEET 3. ~ G
"E 7'2a 59 E F ~ ~ P~ ¢ ME G i g ~ . SE~
Na , 101.94 ~ i i F EP o s E / s , ~ ~ ~ ~ ~ ~ P ~ ~ ~N/
MENT: OACH , ~ o r~ i R i' i ~ ~ ~ pR 6G ~ ~E
ENCR ROAD ~ ' ' ~ EIP _ i P J P~
_ +B , A PACT AL IM TOT , zoo x ~ ~ ~ ~ 0 P
_ . FT. 2 T ~ ~ ~ 5 ~ ~ G
3 SQ 018 S .F , 2116 ~ P~
- 8 AC - ' _ 0.2 S. F. 299 , 12 ACT , IMP ~0 c~~;' ~ P~ ~ ~ PRESERVED TREE
TOTAL ti NF / , 5 0 ~ ~ D AREA ~ ~ Q / COVERE REA N ~ / OPEN SP
AREA OF NEW CREEK ALIGNMENT ~a / / ~ / ACR / Q F,~' ~ IN
ND NEUSE RIVER RIPARIAN - ai A „ WAY ENCROACHMENT. EX. 24 RCP W/FES a x, / T A X. CREEK STA. 11+53.26 s ~ ~ UR
BUFFER ROAD a Q Q, • NEW INV. OUT=269.20 END NEW CREEK STA. 11+37.00 0. ~ ~P REEK ~ ~ ~ J~
" W FES ~ END RELOCATION OF C , / Q / ~ ~
EX. 60 RCP / ~ ~ / P~ ? o- ~ 0 P m oti ~ ti ~ ! F P
~EN~: INV. OUT=267.86 - EX. CREEK CL STA. 1F+33.78 LE BEGIN RELOCATION 0 ~ ~ / i' / ~
CREEK / / :j" / / ; , ~ e
= 2 021 SQ.FT. ~ ENOTES CHANNEL INPACT A 6 , ~ -~fk ~ . / ,i / ; _ , ~ TOE F F 276 ~
w. / ~ ~ ~j/1,.! T 'B' = 6 210 SQ.FT. Are ' ~ ~J~' 1~ , - ~ ~ i ; r 278 Q
~ ZONE 1 NEUSE RIVER BUFFER IMPAC ~ ~ ~ DENOTES ~~'M ~ / ,,,f , ~ ~ ~ ~ J_ ~ / , ~ / iii / ~x~~~~ ~ ~
BANK - - - ~ ~ 1st 30' FROM TOP OF ) EMENT - - - EX. DRAINAGE EASEMENT ~ . yy { EX. DRAINAGE EAS
RIVER BUFFER IMPACT B - 3,973 SOFT, - - 5-• 2 N EU SE - - - - - - - - - - - ~ ' EEK ~ f ~ ~ f` •~^,~i~ / ~ s
K v DENOTES ZONE ND EDGE OF NRB) CR ~ , ; ~ . NEXT 20 BETWEEN ZONE 1 / / / f d ~ ~ a / i e `
//,tl ~
fk~ r~;~ 1 rn 1
Ar ~ ~ J i/r/ ~
x
, i, r i i p? / ~ ' ~ ~ f i ~'/~i/ /i / 13+ N I ~ N i
/i ~ N ' ~ / ~'tn , / i .L . ~ 14 38 W 14+00 °a~
. ~ ; / ; , ~ ; ' r Try / ~ % /i T ~ ~ i/ / ~ ~ / ~ ri ~ ~ ~ ~t
j~ i i /r f /i / N
i,' ~ oD ' ii / i'
„ O„ / , ~ ~ / /i/ x ~ C~ 9 I
i / i / / ~ / ~ r % /I ~ ii i N ~Y~ ' i k~ ~ r / w N ~ l J / /
G y,, ~ ; / i .\d y d ~ CI V H C
H RA P - - ° R P
~ ~ n~ v ~ ~ A • ~ V K ~K ~ ~ ~..,p'' / ~i ~i ~ / ~
~ E N x > / ~ ~ ~ ~ ~ -p A Q /
\ N ~ . .XP.. E ~ u .1~: V x o~ ~ ~ A ~,x ~ 1 / ~
~ S , ~ N N TREE o ~ ry°~ + PRESERVED ~pq~o,
M C a ~ ~ ~ ~ COVERED AREA ANO Fsytiq !
K k E E ~ ~ R F k A tiro n PIPE OPEN SPACE ARE y N .31 ACRES ~ ~
C ~ , ~ ~ o ~ 0 C? j
, ~ '0 S . ~ N ~E , MAIN J ~ AREA TO RE ~ NATURAL ~
• R VA ~ i ~ ~
w R ~ 1
~d B U I
~ P 1 8a 2
~ ~ 1 -SECTION 57 CROSS ~ ~ ~ ~110N ~f4
-SECTION - 110N CROSS ~7
-SECTION 1 CROSS-SEC110N ~i3 CROSS / CROSS ~ S CROSS SEC ~5
10 20 40 20 i
CROSS-SECTION ~I2 CROSS-SEC110N ~6 ~
ALE 1"= 20 SC
r

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00 Y ~ ~ r W ~ Y + U
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U~ U I- Q (n J JN Qp 1=r w Nao~ ~ I II U UI~UU r + ~ w .pa,.ier7rrsrrnr
Uc0 O JN Q N Y ~ Z YN ~w
~N J Ut\ U ~ W ~ w W(~ I II U N~ + ~ G!~ w wll~l ~ yj ~~i e~
(/1 Z W w ~ U U w m U Z Q ~ 'r",..; . r
~ > ~ ~ II ~ ~ w _ m ~ w ~ z ' - ~ _ _ 268 ~ _ _ X J..W.-~ - i N ~ I ~ a ~ i.
_ ,_a_w .C? ~ ~ i J ~ _p ~ z U d: I- ~ ~ < Q A
268 _ x w w I ~ p ~ I w w m I wao ~ i •
~ w U ~ ~ i W w J I r Q_ ~ I~ W N ~ ~ ~t ~ ry a.,
_ . ` ~ _ w ~N p ~ Fw i ~ Y CR j U G_ ~Of
~ i J , wall w - - - - EK...C - ~ _ .............._...1 . U..~._._..Ul.-----~----__ . .w+ w p O ~ ,
EX. C ; a- . 266;._.. - ANT _ _ _ _ q ~ f REEK..... ~ _ _ . 2.3g ERCI WXJ Z 'T ER W U C!!~ f z w w
266 _ _ _ _ SIOF CANE ~ ~ x z .__.l._.
2.449 i ~ ~ ~ w iw w I _ - _ - _ 0 I i - _ _ ~ 16 FOR STABILIZATI 7 SEE SHEET
_ _ _ i I oss-sECrionrs i I ~ HEET 7 7 FOR CR SEE S
DATUM ELEV i
264.00
DATUM ELEV ~ 00
264.00 01 ~ N m ~ ~ ~ co ~ ~ ~ d' c0 N N SHEET 15 ~ N N
r ~ ~ N N
~p ~ N N N
11+0 10+00 11 +00
11 +00
10+0o HANNEL PROFILE PROPOSED C 'ILE OWNER/DEVELOPER:
WILCO PROPERTIES ~ OWNER: Wllco Properties
ANNEL PROFILE EXISTING CH 1708 TRAWICK ROAD sT. MARYS TWP. SUITE 209_ _ _ _ ,,,n~~nc~nrf,~:L ~~,1?1cc DA weuc rn NORTH CAROLINA ZONED R-9
RALEIGH, N.C 27601 Invmraun a njwmniL..+, „ `
919 250-6000 153 : OLIv SPA NO$ RD N RIS JOB NO. E04-005 PHONE. - DATE 05/24/2004 DRAW
250-6010 HoLL° sP~~NCS~:nC7504 FAX (919) (9111) 577 ~6606 i 9g 1711-0000 ;CALC 1" - ^URVCYffI ORAWINC API-DWO
A c 1711.11-66-5846,1711.11-67-4139
REVISIONS 7/6/04 PIN 1711.11-66-3534
SCALE.- 1 = 20' HORIZONTAL
1° = 2' VERTICAL

r . _ _ _ I _ ~ _
I 1 _ . , 4 , ~ ~ ~ ~ - - 28 I 3 ~ I _ ~ _ . _ T._ - - - - - - a o~ - ~ ~ - I I I 1 M - . , _ - ~ ~ . - ,.~,r.~ t_ .r
- ' t ~ ~ 7 I i J. , ~ i i I ~ _ , _ - I ~ _ _ _ _ ~ r ~ I I C~0 1 Z , . I _ ~ u_.,. ~ ~,w, ~ ~ - ~ ~ ~ _ _ J I ~ ~ Q _ _ 282 ~ ~ ~ _ _ _ _ - - i i I _I :~i . ' L___ ~ i.._... -1 I ~ I ~ ~ ~ r,~.z~ , i _ . . , 280
4 r ~ r - - ~ I .I I 'I - , 28 _ _F I ; I I I j - _ , z ~ , ~ I~ _ ~ - ~ _ i I _ } S_ ~ ~ ~ Z M~ , i ' _1 .l_. ~ ~ , _l - - ~ ~ ~ ~ I ~ -
I , I ._f I , ~ , ' I I - r I I a_ ~ , _r. ~ ~ ~ . ~ , ! ~ ~ ~ I _ 1 ~ ~ ~ ~ _ n _ _ ~ I ~ ~ . _ _ _ , , I ~ ~ ~ , ~I I I ~ _ _ v _ _ . ~ . ~ ! ~ ~ i ~ ~ - 280, - ~ I , ~ I ~ ~ r-~. - _ , . ~ ~~N
1 I _ _ ~ - . - ~ ~ 1 ~ ~ ~ ~ 28 X82 , r ~ I ~ ~ ' , ~ . 1 - I j I I-. - _ ~ ~ ~ .1 - _ G . r ! , ~ I ! ~ ~ -_.278 ~o - _ . _
1 ~ ~ ~ _ I ~ , , I _ ~ ~ , , _ r~x:~~. ~ ~ i ~ ~ i - ON ~ ' _ . _ _ _ _ _ ~ ~ -;r i ~ ~ I I i ~ a ~ ~ _ 7$' , _ ~ _ ~ ~ ~ ~ ~ , - ~ v~ 2 ~ u
~ ~ r 0 _ 2g - - ~ ~ ~ ~ _ . _ _ ~ I i I ~ ~ 278w w . . I I a ~ ~ , I ; , . I ~ ~ ~ ~ 76 . . 1 I' i ~ I ~ A ....1.-.- _ -L... I 1 ~ - I I ~ _
~ ~ ~I I I I , _ . 1 ~ X s .A_._.I U I_ _ G _ _ , ~ ~ ~ ~ I ~ ~ , V I e. I , r ~ - . r r. ; _ -L._--_ _ ~ - - - . _ 276 , 1 ~ ~ i t0 i ~ ` ~ r-- ~ r~
_ _ - _ ~ _'i ; __ti ~ ; X78 ~ , _ G a I ~ ~ ~ ~ I I I ~ _~L.__~_. ~ ~ -1-__t 276 ~ , I . , ~ C. i ~ ~ 2 ~ ..y. r f i ~
i ~ _ , I ~ ~ , ~ I I ~ ~ ~ I ,._,..t --4~- - - ~ I ~ _ i - - -f__ i--~ . I ~ ~ _ ~ i _ I _ , ._.-r ~ ~ - _ , ~ -
k ~ ~ I I ~ _4_ - 'I' ~ x .~._._-k --r -ll- I ~ I I I ~ J i_. ~ ~ 1 1.76 ; ~ _ ' __I . ~ ~ _ _ _ - _ ~ ~ I- 274 ~ j ~ ! 274 i , ~ ' L _ 272 v I ~ . . ~~t: ,
. I I ~ i ! t r_. ~ r- I
2 _ - I I ' I ~ E~(6 ' j _ y , ~ ~ - I I-. ~ r ~ ~ . ' r ,-t u ~ .t ~ / ~ v _ _ .r _ - - 270
I - ~ ~ r r- i ~ ~ ~ I j I I I , _ __.k. ~ - I, I . . A 1 ~J ~ yr. . _ ; r
i r i i I ` ~ ? - L I I 1_ X.'~- ~ ~ - _ , . ~ _ ~ ~ 24 , ~ ~ ~ _ _ a _ ~ i 72 ~ i r: I - - - 270 _ I 2 i ~ ~ I ~ a - ~ ~ > ~ ~ 270 ~ ~ > ~ _ ~ ~ ~ I ~ ~ I . L5. ~ .
~ _ _ I I ~ ~ , ~ ~ ~ - ~ _,--a ~ ~ I _ , _I ~ a ~ ~ ~ I ~ _ _ i ° • ~ ~ t { i
I G _ - I , I ~ . ~ , _ I 268 ~ - ~ _ . _ - , • - ~ ~ ~ . _ _t.. . _ ~ , ~ _ _ ~ i ~ I
z ` U ~ ~ ~ ~ \I i ~ l _ , , ! ~ _ ~ ~ ~ ~ ~ , - _ _ 268 , v. ~ - - -i ~ _ i ~ -I r'" I I ~ J I I I! I 1 ~ I ~ ~ . ~ ~ - : i 1 ~ - . _ ~ ~ w, , . ~ ti ~A y~; ~ . _ - ~ -r-.-.. 266 4°-- ~ i r ~ ~ ~ ~ ~ f i ~ i
, ~ , I I , ~i 4- I _ - ~ , i ~ I 26 - ~ i ~ , .~~a, ~ ~ ~10+2
+ ~ ~ 'j 268 ~ ~ I ~ ~ ~ ~ w , _ _ . , fi ~ ~ ~ _ i_ _ ~ 266 ~ . 05 10+10 10+15 V 10 LE 0 E +0 UM 10 AT D 9+95
. _ a. . ~ 1 , - ~ i I _ _ _ ~ ~ ~ ! I I ~ ; 9+75 9+80 9+90 265 00
661 ~ _ ~ I ; ~ ~ 10+40 10+45 10+50 2 . 5 p 10+3 10+3
DATUM ELFV ! ' 10+15 10+20 10+25 10+00 10+05 10+10 PROPOSED:
265 00 9+85 9+90 9+95 -SECTION 5; EXISTING: CROSS ING 2 YEAR STORM RUN-OFF N236 CFS EXIST 71.10
E OUTLETS STING PIP • NEL ®EXI TlNG CHAN (STING 2 YEAR STORM ELEVATION 2 $$-SECTIONAL AREA = 94.88 SQ.FT. EX = 7.55 SQ.FT. PROPOSED CRO
1. EXIS -SECTION CROSS EXISTING CROSS-SECTIONAL AREA 5 WETTED PERIMETER ~ 29,09 LF.
_ , _ , r - .284 - _ - 92 L.F. PROPOSED EXISTING WETTED PERIMETER - 21.
_ _ _ _ , -r - r_ , , _ , , I ~ ~ _ . - - - _ . _ _ : -
- - ~ ..r ~ ~ I I ~ _ t- - - ~ ~ ~ ~ _ _ , 2 _ ~ Q - 2 M _ u. . _ ~ I 1 - - .
_ W ~ - i I ~ i i i . ~ I ~ ~ ~ NN . . I s ,
~ _ - - I X82 I I ~ , ~ I - - ~ I ~ ~ 280 ~ _ ~ ~ ~ ~ I _ . _ ~ , I ~ I I ~ ! I _ I __..__.,_.r.__ 282 r-_...._ _ r-_,.._ T .
I : Y I , I j I I _ I i~! I I O i 1 r ~ I a _ . _ . _ ~ i I I I . l ----r~ - . v._, ~ ~ . .y 282.-- _ i i `J ~ _ ~ _
I t 280' ~ I ~ ~ I ~ ~ ~ a. - ~ ! I ~ _ _ 7 i 2 O Z 00 . - I
, I i y - I ~ ..1. , , ~ ~ ~ ~ ~ ~ . - , 280r--.__ - i _ I ~ I I _ _
I _ I _ ~ . , _ ; X78 ~ I _1._-: ~ ,..._,___._y ~ I ....i r_; 276V I, ~ ~ F , -1------. ~ ~ fi-- , ~ _r ~ 278 oN I , ' _ .._t- _ _r C-- ~ I ~ ~ ~ ~ - ~ Iti ~ _ _L_ - --r~- - T ~ V ~
- ~ .t. . ; - _ , I ~ G ' 1 . , ~ ~ ~ I I y-- _I. 278x.. - - I i Y
i I ~ ~ I I ~ ~ - ; ~ ~ ~ I _ ; ~ _ . _ ~ 1- I I - i. . , : _ ~ _ ~ : Jr + ~ - U 276 ~ I A - - - 7 I ~ , ~ ~ 2 4 a._.._.i. . _i~
, , I ~ - - ~ ~ i ~ , ~ ~ - -i- - t - L I i : _ I , , ,i I _ _ ~ ~ - - - --f ~ ' i ~ i , it ~dIA _ _ ~ - t W _ s: ~ ~ , , _
i_ . I - -I ~ ~ 1_ I 1 I i i ~ _I r I. _._-_L I { ~ - 1 ~ 1 _ . , ~ 276 r ~ ~ ~ _ _ r._ , ~ _ . 274 I
: i. 274--I~-~, r , ~ i ~ ~ ~ _~_~-:-.-1-;--'~-~--~- ~ ~ ~ ' ~ ~ i ~~~272 ~ ~ i I I { I _ _ a- _ ~ ~ ~ _ a ~ _ _ ~ ~ _ _ , - r ~ ~ ~ ! , I I ~ - _ I , . I i i ~ I .~y.y,~,y.~1 _ r. r -~r.1-~-~y~ _ 1. _ - ~ ~ t; _ ~ ~ _ _L-.~. t _ _ r ~ l
t _ -I _ , I. ~ I - 274 ~E _ I -t , a ,,,a 1_-_._ _ a .t-.... _ ~ I ! ; i - ~ , j I _ 272 ~ _L__ ~ , _ A,.__ _.__A .w,_..... ~ ~ . . _ r
c ~ ~ . ~ ~ : ; . _ ~.~~a~ , ~ _ ~ ~ I ! .270 ~ ~ . ~ ~ ~ ~ ~ „ I / I ~ I . ~ - - . - _ z a ~ . ~ - _ • _ ..L_._ I ! f~. i I ~ it j .i i _.t..._ ( r _I. _ - -
, - _ ? _ r j- a I ~ ~ ~ r ~ _ -_i_-._. ~ _ ~ _ F } _ Y 272,. rt _ _ - r , I w ~~a _ ~ ~ ~ ' y i _ . ~ i -_y. I r_ - -r~ , ~ - - - _
_ ' 268 X70 ~ r I ~ , II I i r~ l I f t _ , ~ l~ , ~ I ~ I I I ~ ~ i - ~ ~ i -r ~ ~ ~ - _ ~
--i ' _ . ~ - i ~ i ~ a ~ I I. - 270 r- - 1 ~ ~ , r . ~ ~ I I i ~ _ E__._ _ - - - --I ~ . I . ~ , . - ~ _ , -I-
~ ~ ~ _ ~ _ - . , , , ~ 266 X68 I i ~ _ ~ , I ~ I - } ~ _ - ~ ~ , I I .1 - _ . i 1 1 i. ~ ~
- ~ ~I I ~ L : : I I i 1_ F.__, ~i -t--- ~ ~ ; ,I , - -t ~ ~ ~ ~ ~ ~ 26 6 L_._- _ . _ - - ..__.__.-'_r._ ~ i i I
266 - --i._.1 , I ! I 5 10+30 10+35 10+40 ,V I f ' ~ 10+15 10+20 10+2 DA.TU~ 10+00 10+05 10+ .0 F I_,-_. - ~ I ~ ~ I ~ ~ ~ _ -
265 00 9+85 9+90 9+95 66 ~ r I i _ i - _ _ 2 , , '......i _ i ~ ! I - ~ 264
. _ Y-- - - - i , 2
- XISTING CHANNEL INTO PROPOSED CHANNEL: -$ECTlON 2: TIE IN E CROSS 264 r I , ~ I _ a. - - 62 1 t- I , ~ , I ~ i ~ ~ i I I - ---t _._---t i i i ~
2 YEAR STORM RUN-OFF X236 CFS DATU-!~ ENV ' ~ ~ ~ 10+20
YEAR STORM ELEVATION = 272.30 2 REA = 58.04 SO.F~ , 05 10+10 10+15 262.00 9+95 10+00 10+ 9+85 9+90
EXISTING CROSS-SECTIONAL A
TINGWETTED PERIMETER = 22.44 L.F. EXIS PROPOSED: j
r - ' i I C~Cfy 6; EXISTING: I CROSS SE
. _ ~ , 2 YEAR STORM RUN-OFF N23F CFS EXISTING .270.80
- - - _ -r_ .-T- 1 7~sn 28 r ~ i ~ , ~ ' --r._ ~ ; n , ` -'i ' - - _L__i _1._ L- 282 1 J Y EXISTING 2 YEAR STORM ELEVATION SS_SECTIONAL AREA a 69.88 SQ.FT. = 55.08 SQ.FT, PROPOSED CRO
~ ,__.1_ -l I._~ ..a I ~ - - - ~ . -i.-- - - - 1 i I , ~ 1 ~ i i I - Q ~ I I I , - ~ - ~ , I EXISTING CROSS-SECTIONAL AREA WETTED PERIMETER ~ 24.87 L.F. TER = 19.90 L.F. PROPOSED
- _ , .__,._L.- _ Q ~ ~ ~ j _ -r . r ~ ~ _ , - ' - - - I E ~ ~ , 280 z ono I ' _ ' I ~ I _ _ ~ - EXISTING WETi'ED PERIME
~ ~ - . a I- 1 , J ~ ,
_ { i . j ~ 1 48 , ? ~ j ; { ! _ 4--~~ ~-rt- j I I ~ _ + _ . , - I._~~%~_-~-rt_ 278 -rl i _ - T _ 282 a ~ - _ r T- ~ i - , ~ I
i i _ f _ _ Y .I . ~ ' .-I ~ . I ! i I _ - ~ I j ~ I ~ I i I' _ _ _ _ I- f-- _i. I -r ~ , ~ T , 7.. r- _ - _ , yr -.i - fA N 282; _j I ~ ~ ~ _ - ~ ~ 8
n ~ _I a I ~ i I I _L_..-,~_. ~ L---F- .-,--.-11R-~--.1--- I j I 78 I I - _ I I ~ _ - , , _ •1-. ~ f~ , I ~ ~ ~ I ~ ~ + 276 ~ i t- ; I ~ y'I'- ~ ~ - - _ ~ I ~ . ~ ~ ~ ~ d _ a_ ~ W ~ 2 0 Z r . I _ _ i I , _ . I i I ~ ~ ~ - r , ~ I , - ~MN
~ I - ~ ~ ~ 1 . , - ~ ~ W ~j _ , _ _ ~ _ -a-- _ _ _ . , ~ r tr ~ _ r _ - _ ~ 2801 I - , .F _ _ c 1 ~ -1-- ~ - 278 O N
276 L.._}. ± ~ ~ ~ ~ _ ~ _ ~ H ~ ~ i I .L._- 274 v "i _ __._L, - 1 1 ~ i_~ ' , ~ '__F._ ~ i . f t i - I-
_ _ - 4 I i I _ ~ t.u - - ~ i ~ I ~ . - ~ _ , y_ _ . _ _.l. . - -1..___ a, ~ i- ~ ~ I - - Y
I -r f ' . ~ .i __L- , ~ - t-- ~ I I i ~ ~ ~ -_i L- ~ ~ T- I~ ~ , ~ ~ ~ ~ I - - - ~ - 272 274 - - j t - I I _ , _ _ - - - - I- r - I ~ - --A ~ r ~ ~ ~ _ _ _ _.~.__I - 276 r _ I ~ 1 , i ~
- - - r ~ ~ ~ .j L.__ _ m. i . _
272 ! t .l ~ ~ ~ ~ ~I - l - - - l + 270 1 - 1 276 _ _ _ - - - - 74 ~ i ~_a 2 ~ i i ~ I _ ~ ~ - - - ~ , ~ ~ I _ _ .I_..
i ~ ' _ ; , Y _a- - - ---r- , i. _ _ - i ~ i ~ ~ - 1 _ _ -t - - ~ ~ _ - I
1 _ 1_ ~ 270 t I ~ I I I ~ _~i~_ ~ : ~ ~ ~ . ~ - 268 274 _ - 72 a ~ 2 _ , 4 , I _ ~ ~ F 1 ~ - - ~ i i ~ _ _ _ _ - i- - - ~ ~ ~ - _ _
~ I _ __1 - ~ - ~ _ 1 I ~ ~ r, ~ ~ - ~ - - ~ i _ , - ~ _ - - i 1, I -1 _ - _ . I - ~ 70
i I j I I i _1-.._._._ -1-. -r.~ _1. r- i t y: i I _ - , . : ~ i r I : I 8 : I ~ y ~ ~ ! ~ ~ 266 _ , I ~ - ~ _ - _ _ _
I I, i - i - i u C. I _ ~__t., I i - 4- a ~ r bt - -I _ { ) ~ t ~4_-.. + _ - l i xi r _ _ _ ,
I v 10+30 - ~ I ~ _ - - ~ x ~ ! - - -
266 , _ _a , - _ i I 10+10 ~ I I 10+05 10+15 10+20 10+2 DATUM ELEV +90 9+95 10+00 _ - ! ~ i _ i-- ~ _ i ~ 's~ _ - _ _
9+75 9+80 9+85 9 265.00 9+65 ~ I. 268 r ~ , ~ , ~ I ~ ~ ~ - - 1 ' : ~ f. l_-.... i I ~ ~ 66 xx i 1 a- a..
PROPOSED:
- CTlON 3: EXISTING: CROSS SE , . _.T. 266. ~ ~ ~ ~ fi I , i.
EAR STORM RUN-OFF N236 CFS EXISTING 2 Y 72,30 ~ i . i _ . _ , _
ING 2 YEAR STORM ELEVATION 2 ROSS-SECTIONAL AREA - 70.49 SQ.FT. EXIST NAL AREA - G7.~1 ~ca.rT. PROPOSED C - - ~ j , ___r_. a... I 264 ; - ~ 1 , , - ~ - ~ - 262 ~ ~ _ , I - ?r1;1~..
tX1511NG l,flUJS-Jt(,IIU Ep yy~p PERIMETER ~ 28.72 L.F. R = 33.26 L.F. PROPOS - _ i. t_ I ,i T ~7~ ~ ~ L~~Y~ _ LG Y ~ f E Q ATUM D ,
EXISTING WETTED PERIMETE 10+10 10+15 10+20 10+05 I 262, 00 10+00 ~ ~ ` I
;;1
_ _ _ , . , - I ~ ~ ~ ~ I i ~ ~ ~ ~I a _ I' I ~ i s '
84 _ - .I - I I ~ I _ . I . 2 i . _ _ _ . • I• I 2 . _ _ w I ~ _.a I ~ I _ - 28 i 5 I ,
7- r. T ! ~ I ~0 C' - _ ~ I _ _,._r. J Q r - TION 7. EXISTING: I CROSS SEC _ N
i I I _ ! I ~ I T x.82 .r ~ ~ I I 80 I ~ ~ I , , . ~ ~ ! I i ~I ~ ~ N G 2 YEAR STORM RUN OFF 236 CFS ~ ~~,ry~~i EXISTIN r , i
2 1. ! i ~ _ ~ . ~ _ - } I I i ~ 0 ~ - - ~ _ _.1... I ~ ~ I ~ i Z t0 ~ - I I ; NG 2 YEAR STORM ELEVATION = 270.90 . I - .FT. , ~ , EXIST( ~ '
~ ~ t _ I _ _ ~ ~I _ I r.l ,fl. ~ I~ , 2ao, I I I ~a I I ~ 8 . 7 ~ ~ i ~ i r. ~ I l , . -I- 27 CROSS-SECTIONAL AREA - 55.50 SQ ~ I , EXISTING _ F ,fr, r
I . I - ,..4_~ -~I , ~I_ P XISTING WETTED PERIMETER - 19.81 L. ~ ~ ~ E 2, a y
. w , . ; L7a -
_ I ~ I ~ i. ~ .1 Y a _ ~ ~ _ ~ . e . p_ . ~ i 1 ~ ~ ~ ~ ~ - ~ ~ W ~ - _ - _ CT ~ ' ~ ~ ~ - PACT MAP I 15 FORlM
- I ~ i ~ f I ' - ' - - ~y.~, _ _ _ W ~ . _ , . ~ I ~ EE SHEET I S TION MAP I
276 r ~ w1-•-- -r3~:~ . I I ~ ; ..-r , . a.-_- 74 U U o~ I l~ E --r ~ i I R STABILIZA , EET 7 7 FD SEE SH f
I ! -,..._I-. , ~ I ~ ~ _ 1. _ , . _ . _;___.I. , ,
274 j 1- - r- ~ ~ i i ~ ~ ~ ~ ~ _ i ~.._I i .I v . + r 1 I pI ~ ~ . ~ - a. I I ~w . _ . i _L.. ~ - 272 ~ x _ _ I_ ~ ~ ~ , ~ ~~,~T.~ I I ! -i - gym- ~Y- I : , I _ LEGEND: 76 SHEET
I t + , I ,
72 .a 1 2 ~ I -,I f~ ~ ~ ~ ~ - 270 x j- i i ; ~ I XISTING GROUND E OWNER/DEVELOPER: f
.1. ` i i. ~ ~ ' . _ _ k ~ a. ~ ,I i ~ \ - - -r, WILCO PROPERTIES
270 , I ~ I ~ ~ I ~ ~ ~ , „ 1. I I ~ ~ }...,r I , ._.I _ r ~ ~ I II i I I ~ t . ~ k i ~ . F t... 68 1, r . I , . -SECTIONAL AREA 1708 TRAWICK ROAD i ;1 .k EXISTING CROSS
~I i ~..-.i i ~ ~ .a_ ..1 - ~'li I I • ~ ~I SUITE 209 ~-~,.1:_r..~:,1 RALEIGH, N.C. 27601
268 ~ ~ ~ I F. t, ..,_.r I I I{ p ~ ~ ~ 'VLd. i " _ ~ ~ I ~ ; I I ~ . - 266 i ~ ~ I ~ I - 7 i , r C : 919 250-6000
. I -SECTION PHONE ( ) ER. Wilco Properties PROPOSED CHANNEL CR05S 250-6010 sT. MARY'S TWP, OWN FAX: (919)
6 ~ ~ ~ 6 ~ ~ ~ ~ 10+10 ~ ~ ~ 1 ~ ~ +95 10+00 10+05 NORTH CAROLINA ZONED R-9
DATUM ELEV ~ ~ _ 0.75 + 9+85 9+90 9 1'~'"~~ Tu~u~ecrv~..,~ 1~'N~J~TFS PA WAKE CO.
265.00 9+65 GABION BASKETS
a RD JOB N0. E04-005 PROPOSED 153R~L-ING~'~;-~ NC ~N~ 7504 DATE 05/24/2004 DRAWN RIS
PROPOSED: 2 5 5 10 H OL (g!g~ g770~0~ t" = 5' HORIZ. A P 3-DWQ
CROSS-SECTION 4, EXISTING (9 PROPERTY LINE: FAX 916) 477,x0609 SCALE,11, ~ 5' VERT. SURVEYED DRAWING
EXISTING2 YEAR STORM RUN-OFF N236 CFS EXISTING 2 YEAR STORM ELEVATION 271.00 -SECTIONAL AREA - 56.58 SQ.FT, PIN 0711.11-87-4139 SCALE t"= 005' REVISIONS 7/6/04
. EXISTING CROSS-SECTIONAL AREA = 63.56 SQ.FT PROPOSED CROSS y~Ep PERIMETER = 23,45 L.F.
= 28.57 L.F. PROPOSED EXISTING WETTED PERIMETER

i~~u •nun~°run~~w~~wn
i
~ EX. CREEK STA. 11+53.26 = ,I 10 ZO +53.26 = \
' X140 SF TREE PLANTING AREA NEW CREEK STA. 11+37.00 1+37.00 \
57 TfT'EES REC,?UIRED END RELOCATION OF CREEK ~ , iF CREEK
Ex. CREEK c~_ sr+a. ~ 16.5 Sf~ PER TREE, 4' O.G, I ~ ~ In ~ _ 7 \
BEGIN , . , ~e~ _ ~ ~ + v y n A \ r ~ 1. r,.;~'~ \
r Y ,r: 1, f~ ,L.~-' ~ ;:,.a CREEK .r,. T ~.3`~` r.. SCALE 1 2 0 ~ , ~.T~ ~Q~ r~Q~t~>, ~ r~ , r;. 545 SF TREE PLANTING AREA
. 33 TREES REQUIRED ~ 16.5 SF PER TREE. 4' G.C.
N ~l I
y, .J v i, p 1. ~ ~ ,y ~ ~ ~ TURN GABIONS INTO SLOPE \ ~ AT TIE-IN LOCATION ~
~ ' ~ 4 ~ ~ . TOE OF
o , ~`r , ~ ;NCH ~ ,,,r ~ y..:.~....~ _ _
'9/y ' :~'.T ~ r !gip i ~ ~..~~t' _ _ L• , r f ' FILL r i ' _ , ? ~ ~ ~ _
' ~
EX. 24" RC? r v ~ w " _ Nf2 1
EX. DRAINAGE EASEfrENT , r.. - . ~ r , - a F, _ i)
: ~ ~ , " / ~ r I - a ~ , ~ > ~ , I. ~rG~..._ ~..r.
. , r:
EX. 80 C K ' Gf 1 • ~ 'I
~ ' ~ f ~ ~ .
F I D ;I DEWAL
A. _ r~ C - I -
~ ~ , ~ ~ r ~ _ ,
k Tpo - _ ~ _ ~
~q; i _ ~ , _ r r E
_ 1 k ~ ~ ~ ~ ` ` . I
_ - _ , _
- TURnI GABIONS INTO SLOPE ~ ~ ~ _ _ ~ I
AT TIE-IN LOCATION o~
0
~ U
,j _ ~ N 2 _ I
QJ
/ .r- O ~ \ I
12+DQ ~ }
D

/ / i
i LEGEND:
/ ~ I
= _ _ ~ DENOTES 3'x,3' GABIONS 8x10 mesh _ r, ( )
+ _ i._ ~,.4 I ' ' - ~ MACCAFERRI GABIONS OR APPROVED EQUAL. f
~ ~ ~ , r , : (1,150 SF)
1 I ~
I
~ \ DENOTES 16" DIA, COIR-FIBER LOG ALONG TOE OF CREEK
104 L.F. ( )
/ 51 I \
r ~ IFA ~ . ~ k I ;;,';~~.r ~--r ' : DENOTES PERMANENT REINFORCEMENT - C350
X1''0 ~ r I N. BY NORTH AMERICAN GREEN OR APPROVED EQUAL, PLUS VE ~ETAT O
- ~ N / ~ r I ~ o. 1 ' ' 'r. ~ - r ~ 7~ r ~ ~ MAX. SHEAR STRESS = 8.00 Ibs s .ft. . /q _f 1,639 SF
E V ~ ( )
N ~ E v A ~ ~ I
S ~ ~ N ~ / 0 S ~ E M I DENOTES TREE PLANTINr, AREA (TOTAL = 1,485 SF) I
M R 0 VA / C W K (90 TREES)
E ~ R R ~ ~ C IC L - i ~ A
B U P i
/ ~ y ? I
N~_W TREE PLANTING RE UIREMENTS. Q
i
AREA OF PROPOSEC BUFFER IMPACT: 0.28 AC. I
~ ~ 7 P~'.~11 VIEW FOR PROPO: Q PROPOSED CHANNEL PROVIDE 320 TREES PER ACRE. 90 TREES I
2 SC LE.• - 20 = 20
i ~ P~ ANT 90 H,ARCWOOD TREES EVENLY SPACED ALONG
THE SIDE OF NEW CHANNEL BAN'~~CS AND BUF'rER. I
/ '!61E OF CONCENTRATION; J / TH TREES ARE TO BE A MINIMUM OF 3' IN HEIGHT ESE
X515' 0.3A5 t z (371"-26'7.86 AT PLANTING p,ND SHp,~L CONSIST OF 45 RED OAKS F
128 AND 45 RED MAPLES.
t,, 16.34 MIN.
Rainfall Intensity for 10 Yea Storm ~ 5,09 in/hr. =>O~p=Cxl xA=0.52x5.9in/hrx118ac.=312.OOcfs
3'
. NEW CHANNEL PROFLE ~ CR06S-SECTION #6 NEW CHANNEL PROFILE ~ CROSS SECTION ~3 ; - I ;
LENGTH X21 Lf, LENGTH X43 Lf. . , _ _
D.A. = 118.00 ac. D.A. = 11f~,00 ac. - , I I I !
0100 = 430,00 cfs Q100 = 4;b0.00 Cis 4100 = 2.74' d100 = 3„52' - ~ ~ - . ~ I i ~ i
J 010=312,OOc`s ~i W _
2.7:1 0.5;1 W 01 O = 312.00 cis 1:1 0.5:1 p 'J10 = 14.86 fps C~ V10 = 15.138 fps 1 ~ ~ f r _
d10 a 2.33' d10 = 2J~9' b = 5.30' SLOPE X2.35% b ` 5 SLOPE ~2,35x
_ n = 0.02 XfST!NG GR , _ n - 0,02 ~ ~ _ OUND I r' - ~ i - ~ j - I I 1 ,
SHEAR = 3.42 psf SHEAR = 4.08 psf - PERIJIANENT ~ ~ , ~ _ l ` - 1 ' I i ~
Line Chonnel with a Permanent Matting. Line Channel with o Permanent Matting. - ~ I r ~ EROSION CONTROL ' r a roved e ual. USE North ,4mericor Green C350 or approved equal ~ ~ ! i USE North American Green C350 o pp q - t-- - ; ~ - j BLANKET -NORTH -l --a i I I >
Allow. Shear Stress (vegetated) for C350 = 8.0 psf Allow. Shear Stress (vege'~.oted) for C350 = 8.0 psi ~ t-~ I I- - ~ ~ ' ' ' AMERICAN GREEN C350, i 1
I ~ j i _ I - - k
. ~ ~ ~ 3x3 GABION BASKETS (8x10 mesh) I
W ANNEL PROFILE 4CROSS-SECTION NEW CHANNEL PROFLE ~ CROSS-SECTION /7 NE CH ,N i J'~ , - - ~ ~
LENGTH ~1o Lf• TURN DOI~VN C3'.:~0 FOR 0 ROURED TREE LEIJGTH ~3 Lf' ~ _ PLANT,IGS ` j ~ ~ _ ; r .a -
C.A. = 118.00 oa. D.A. ' 11e''oo oc. 6 INCHES AT 3' BEHIND ~ 0100 = a3a.GO afs 0100 - a.~o.00 cIs s ~ SEE SHEET 'I T" i _ ~ i
NE4'd TOP OI= BANK ~ i d100 = 3.11' J 4100 3, 9 _ _ ~.p .L T 010 = 312.00 cts 010 = 312.00 c's , ~ ~ .L'~. L_ _ _ i_ _L I ~
0.64:1 0.86:1 w 1,3:1 0.5;1 O ~ V10 = 15.95 fpa j. - ~ i ~ . ~ I
p 4"10 = 15.69 fps L d10z2.60' b=4.5' d10=2.92' ,_-='r~ ~ 1.. I _
b = 5.30' SLOPE ~2, 35X ~ - _ _ I SLOPE, 2,35% , ~ i ~T IY
n = 0.02 _i_ ~1_. n = 0.02 't ! . • ~ ~ I .j
SHEAR = 3.81 psf SHEAR = 4.26 psf _ i . Line Chonnel with a Permanent Mattin , Line Channel with a Permanent Matting. PRI(:)R TO INSTALLING PERMANENT ! g USE North Americor Green C350 or rove+i equal. _ ~ I ~ ~i ~ ti i ~ j I _ - ~ t i__ ~ I ~~1gti!11~lN.~~ f
USE Nnrth American Green C350 or approved equcl. a~ EROSION CONTROL BLANKET, i ~ -
l,Ilow. Shear Stress (vegetated) for C350 = 8.0 psf Allow, Sheor Stress (vegetated) for C350 = 6.0 psf - ~ ~E_ED AfJD FERTILIZE ALL SLOPES. C ' 1 I - 1 ~ .t , = _ , ~ i . I .~r _ I ~ ' ~
18 ~ ~ A 18 ~ ,
_ ~ ~ ~ MAX. MAX. ~ ~ ~ ~ « ~ ' ~ Y AT LAST 1 2 DEPTH OF b r'" P MAP ~ ~ : . - BuR _ / W ,,r_,,~. SEE SHEET 15 FOR IM ACT
NEW~CIiANNEL PROFILE ~ CROSS-SECTION _ - ' T ~ 16 DIA. COIR FIBER LOG ALONG ` i ' i ~ , I FIRST BASKET BELOW BOTTOM = 19.??' i ~ _ i I ~ OF CHANNEL. ~ ~ ~ ' `F ;
LENGTH X27 l.f. nIEW TOE OF CREEK. ~ ' - - - ! ~ - ' >r ~ ~ - _ SH 16 FOR CROSS-SECTIONS. SEE EET ~ -
i o.A. = 11e.oo aa. t;ECURE LOG IN PLACE WITH 2x2 x3 Ht. ' - - 7_ 0100 430.00 cfs I - c.f C.i
OF~K STAKES W/ NiiRE: ACROSS THE ' ~ i d100 = 3,25 I ~ ! ; ' ' + SHEET 17 _ _ ~ •L - - ~ ~ ,
p10 = 312.00 cfs TOP OF THE LOG. - ~ I _ . 1 ! I _ - 1.5:1 0.5:1 ~:D ~ V10 = 15.71 fps ' i - _ - o I i
T _ _ . ! _ _ ' ~ ~ l~H
=4.5' d1U=2.74' T_. t SLOPE 2.357 _ _ }
n 0.07 SHLAR = 4.02 psf 3 E K A V A
' Line Channel with a Permanent Matting. ,,,4'_5' - OWNER/DEVELOPER: st ~~aRV's TWP. OWNER: wilco Properties ,
I IiSE North American Green C350 or approved equal. -
Allow. 'Shear Stress (vegetated) for C350 = 8.0 psf WILCO PROPERTIES
1708 TRAWICK ROAD THOMPSON & `i (dATES, PA WAKE CO. NORTH CAROLINA ZONED R-9
SUITE 209 1 SpR,I Nd~ RD ~
2 TYPICAL CROSS--SECTION .3 CHANNEL STABILIZATION CALCULATIONS SECTION THROUGH NEW CHANNEL NTS RALEIGH, N.C. 27601 1HOLL53; Y M~bLE1"tSPRINGSj; NC 7504 DATE 05/24/2004 DRAWN RIS JOB NO. E04_005 PHONE: [phone] (st 77 0aoa
FAX: [phone] FAX~t§l9) 177 0609 SCALE 1" = 10' SURVEYED DRAWING AP3-DWQ
1711.11-66-5846, 1711.11-67-4139
REVI510NS 7/6/04 PIN 1711.11-66-3534 i
p II MiM111"II~I'i11~A11ltlMM~IM f I
i i
O

I
i I LINE TABLE
i I IMPACT TYPE FT LINEAR FT. LINE LENGTH BEARING
L1 4.39 S7T46'05"W ~ ~0 j
(PROPOSED) ~Z
CHANN EL 1,403 115 137 rn t MFC ~ SITE
EXISTING HqN e~ ~ ~cq
ZONE 1 1ST 30 FROM CHANNEL - - ~ o~ ~ CURTISS DR
NEUSE 2,830 ~ C. HOMER CREECH ET. AL. 0P
ZONE 2 (NEXT 20 DB 2826, PG 395 ~OF rOP OF " ~ ) e OP OF 9AN? 70 ,
BUFFER 294 .,',roe ANK ~ 50
5124 TOTAL ' _ / ~ J
, VICINTY P o MAP ~
~ f f Z~~ ~ o ~ (NTS) 0 5 IPS , ~ ~ ROBERT LEWIS ~;~EECH ~
/ ~ m _ / ~ PEORIA P. CR~,.CH N ~
- ` i ~ - ~ ~(1 ~ 1 DB 2849, PG 695 / ~ Q~
~ / ~ ~i~i , 50 N, ~
JUNIUS M, PARKER ESTATE 2000 2446 AXLE l~
\ ~ ~ DB 1595, PG 18
ti ~ ~ i ~ ,
~i ~
, ~ ,57 o ~ . a
/ g11 a E / , ~ ~
516 AREA OF NEW CREEK ALIGNMENT ~ 3 4 11 ~ i
Ne IG BRANCH m AND NEU 8 ~ SE RIVER RIPARIAN -~EE,z--' 'W 10 9,181 sq.ft. `
~ C~ ~ BUFFER ROADWAY ENCROACHMENT. s IP
a 9,100 s .ft. S _ q
~ 9100 s .ft. EIP ~ q ~M ~q.ft. N ~Q
9,1U0 sq.ft. 7 ~ ~Z Il ~ ~p
- s - a~, dR0
~ ~ ` 6 9100 s .ft. I ~ q _ 1- " w ~SQN
~ i ~ ELEANOR P. STEVENS i~ ~ HOCUTT STEVENS
' E ~ 0P , 00 sq.ft. ~ , . 8 59 ~ _ - a+o( g7 2 2 N , EIP G ~ ~ 9,100 sq.ft. _ i, ~ DB 1807, PG 142 • \
EIP 07.94 / i ~~W--'- ~ BM 1976, PG 243 ~
I / .~o ~ 4~ ~ f~. y ~ T
y ~ ~ ~ ~ ~ ~
K C ~ . y-- 1 2
l p, • ~ 9,100 sq.ft. 9,100 sq.ft, .,.,.--:r"'~-~~~ P _ ~ 50 I , ~ n / ~ 30
( ~ ~c EEK ~ ~ ,117 s .ft. 3 _ ~y~,.:----.'" ~ ~~r- - ,r^. ~.r N ~ ~ ~ ` 9,100 sq.ft.
BANK , ~ - ~r--- - ~ i 9,050 sq.ft. , ~
NEW 10P~ ° EOr;E 0 _ - . } I: ~ , ~$E
_ _ _ . -.r-~. 12 ~ ~ R 12 ~ ; ~ ~ RIVE , ~ ~R HAZEL PIERCE COOK
~ _ - oo , , _ - _ - _ C7 ---_.i----._„~ - - J-- _ . - 13 10,266 sq.ft. 1 ~rl t i~ 81J JP.~:'~S R. COOK 0,266 sq.ft. ~ 'i l
i DB "854, PG 437 i, ~ 1 BM 1976, PG 243
m -C : - ,a+ - - 1 s 100 s , ft. X as - 4 q 1'~ {.i i, t ~ ,
I m ; ~ = ----r=~ 9,100 s ,ft. 31
.O .ter N =y-.;.-~-.__ . ,,<=Y-~` 16 l , X. SS
I T~ ~ ~ - ' •:ii 9,100 sq.ft. n ~ ~ l; ~ ~ i 1 9 050 s .ft. . , q • ~ MH G ` '
'0 ~ 111 ~ ~ 1 ~ 9 l 00 ,d1 Z a ~ ~ ~ s .ft. C Of~i ~ ~ q ~ i
~ rZ 1\1d3 ~ 18 9,100 sq.ft. ~ ' I I l 'it'a i ~ EIP
I . tl1 cy EDGE OF FILL 1 C~ j ;
~ D ~ _ , ~ ; j 1 g 9,100 sq.ft. ~ 70 N (571 50 49 I I"{ ~ N i ~ ~ ~ I ~ O o
I ~ j, ~ F~~.. ~ j ,p •N
~ / EIP , ~F , 10,198 sq. ft. ~ Z 10,288 sq.ft. 9,975 sq.ft. ~ 'j ~ i Ilcl, 29 i / i , 29 ~ I ~ W v , I i 32 J Z
11 10,733 s~q.ft. i ~ ; .p°a 10,733 s~ .ft. I ~ 10,240 s .ft. ? q ~ ~ ~ 1 r q u+~i
'1 ~ ~ i`' ~ ~l
1 ~ ~ w li i i ~
j~~ 2^)
~ ~ / +t 13.924 sq.ft. ~ - - ~ , / ; o~ J ~ 1, ~ ~ y , _ w
/ 1 t j / N ~ ir, _ j ~ _ ~ ~/i , ~ i
' / ~ ~ ~ ti~ ~ 1 , ~ ~ :a •
48 ~ ~ 26 ~ ~ 10,848 sq.ft. ~
/ ~ 15,345 sq.ft. ~ ~ 28 fir' 10,397 sq.ft. ~ _ ~ fir' / / / _ -
/ \ 9,050 sq.ft, % ~ _ , / ~ / / ~ / ~ i
14,338 sq.ft, 9~ ~ ~ / , (5 J \ ~ IPS ~ / /
1 ~ / \ \ ~ / ~ i / i / ~ I ~ i /
~ 34 , ~ , 40 ~ / Ex SEWER
1 ~ / ~ \ ~ ~ I t ~ ! ~ i N. n ~ j' 10,709 sq.ft, SAESMNT•
~ , ~ ~ is i Y ~ Y ~ , ~ ~ ~l
/ 9,100 s .ft. ~ \ ~ ~ / q 25 ~ V (60~ ~ \ ~ ~ I{ ~ r~ ~ V ~ ~ ~ ~ I
/ / ~ ~ ~ ' ~ 9 049 s .ft. ~ \ ~ q ~ : ~ / / ~ .
V ~ ,304 sq.ft. ~ ~ ~ / / / 3 / 5
I ~ \ \ / ~i /
.r / 9,100 sq,ft. I
~ A ~ A ~ ~
i ( ~ / ~ ~ ~y 't 61 ~ ~ ~ / / 9,100 sq.ft. ~ ~ • A A
a ~ ~ 22 \ a ~ ~ 24 ~ 36 36
~ a~ s o 9 .f . ~ ~ / ~ t~. ~ V 8 sq t
~ A A ~ , ~ ~ 9,100 s~ ~ / tf ~ \ 9,145 sq.ft, 9,100 sq.ft.
\ ~ ~ ~ lr ~ ~ ` ~ ~ / / s ~ / tD ~ /r' /
~ ~ ~ ~ / ~ V 23 / , ' ~ 62 9 ~
~ ,ptl~ -0 ~ \ 9,050 sq,ft.
~ ~ 9,847 s .ft. ~ ~ ~ ~3`~ q ~ ~ . . / 37 ~ \ i r0' AUBREY BURTON JENKINS, JR.
~ v' tf ` ~ ~ a O ~ ~ ~ i 9,100 sq.ft. ~ / ~ \ ~ y~ / 6 DB 6896, PG 356 q.ft. h
/ I, \
~ 1 ~ ! / ~ ~ ~ h
1 / ~ (63 ~ ~ ~ - - 'r ,~y 6
C3~ ~ 44 ~ - 38
~ / 30 sq.ft, _ 9,985 sq.ft, ~ D~
'0 , / - N ~
~ \ ~ ~ ~ ~ / _
~ Cn I ~ 1 . -
~ ~ _ _ ~ ~ / ~ 43 39
~
I V~, 15,426 sq.ft. 11 839 s .ft. \ / ~ q ~
/ ~ 42 I
i 40
~ 1 65J / 13,136 s .ft.! 41
' ~ ~ q 12,646 sq.ft. I ~ ° / \ / 11,558 sq,ft,
j /
I 1 / i ~ ~ /
j I 1 'r I j SHEET 1
66~ E I
I WETL4ND IMPACT MAP
I EIP OWNER/DEVELOPER.
N 85'17 45 W 345.50 ECM TWIN SHIP DEVELOPMENT
i ROY TRiPP
1 ~ 1 (2~ (3~ ( 1 (6 P.O. BOX 267 GARNER, N.C. 27529 ST. MARY~S TWP. OWNER: TWIN SHIP DEVELOPMENT
~ `i ~i ~i 4 (5 ~i i #[phone]
SCHOOL ACRES w ~w~ ~ww ww~ • w.w
SECTION 2 50 '5 50 1 0 It1UMt' JA IUS WAKE CO NORTH CAROLINA ZONED R-4
BM 1959, PG 352 153 ' CAD THIS PROPERTY IS NOT LOCATED IN A HOLLG C- 7540 DATE 09/04/2003 DRAWN MTH JOB NO. ATR-AP2
F F.E.M.A. 100 YEAR FLOOD HAZARD AREA. PRELIMINARY PLAN c9 7 08
SCALE 1"- 50 ' F.I.R.M. PANEL NO. 37183CO660 E FA)C j 609 SCALE 1" . 50' SURVEYED REH DRAWING Ins-IMPACT DO NOT USE FOR CONSTRUCTION 4. 1711.11-66-- , 1711.11-67-4139
REVISIONS PIN 1711.11-66-3534
i

_
i I
I;r i ~ ` 1 J '
i i l 1 I A
r / % i ' i 1
j ~ ~ , , y ~ ~ o~
~ ~ . _ _ LINE TABLE c~ ~ i ~ _ ~ ; ~ / 1,~, ~ ~ ~ / ~ % ' ~ oz w~
INE LENGTH BEARING ~ i % ' ~ " \ ~ ~ , . / ~ MF ~ SITE
/ ~ ~ . _ Lt 4.39 S7T46 05 W / ~ ~ l rl i ~ ~ ' ~ ply q I ~ / e Nlc
~ i / l , i / i ~ ~ Id i ~ . Ji;" . ~ Leo qC
P ; OF,~ / 70
/ I : ~ /oF of 260_.__._.. ~ ~ / / ~ ~ / ~Q BANK
/
/ r' ~ ,
Cn / ~ i`' ' / / ~ p ~ J i ~ ~Ils?II ~ ~ ~ I VICINTY MAP o / ~ ~ ~
~ I~ O 0 - NTS o ~ % IPSI ~D ROBERT LEWIS CRtECH _ ~ C~ ~
: / i' - ~ / / ~ - ' ! N PEORIA P. CREECH JP
- ~ ~ ~ ' 1 DB 2849, PG 695 / Q~ ~ / ~ r, I i 1 1 l 50
/ ~ O,~i /~1 , ~ ~ ~ ~ i
~ ~P / ~ ~ UNIUS M. PARKER 1. ~ \ W ' % ~ E 0 2446 s1:ar~-zo~.l ~ ~ ~ f ~ AXLE \ ~ , : ~
HOMER EECH ~T~ ~ 2 ~ DB 1595, PG 18~-----~. ~ I ~ N ~ ~ / ,
/ r, 1 % / ~
~ ~ \ ~ ~ ! / 1. OBTAIN GRADING PERMIT FROM WAKE COUNTY.
`f ~ ~ ~ i ~ , / ~ 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FOR A _ 11
5 i 1 / N ,J-------- , r_____ ~ ~ ~ ( PRE-CONSTRUCTION MEETING.
/ ~ ARE ~ ES KERMIT_CRE HEIR % ~ 181 .ft.` I . ~ ~ 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.) 1 ~ N ~ q ~ \ \ 4, INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED.
~ , i -ESTATE 1992 94- ~ / r'" r „i ' / ~ ~ / ~ ` CL INTX CREEK COfuit~lONS AVENUE CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A \ ~ IPS ~ X100 .ft. ~ ~ c CERTIFICATE OF COMPLIANCE. ~ ~ ~ do PROPERTY ~N~
/ ~ DB 3,--P 4"2 % / ( / r--~ ~ ~ ~ /9,100 ~q.ft. ~ ~ 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION. Do ~.ft. ~ , ! N ~ ~ CL STA. 19+74.17 L-1 q ~ ~ V, I ~ ~ 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES SILT FENCE,
~ ~ I ~ 3.4 s,1 u .ft. ~ , y ~ E D ROADWAY ItdPROVEtuIENTS L 1 DIVERSION DITCHES, CHECK DAM, ECT.)
/ ~ ~ ~ ~ ` ~ 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION.
~ I - Z~Q---... / ~ G / 9,1 0 sq, t. ~ i , ~ ,e , ~ \ 8. INSTALL GRAVEL DONUTS AS NEEDED, ~ ~ ' \ r ~ 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION.
J ~ ~ r Q ~ i rn _ i i ~ q ~ ~ ~ ' ~ ~ I W ~ ~ ` ELEANOR IP. ST ENS ~ SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION.
,Z` 9,100 s .ft. 1 ) ~ f \ \ ~0 I \ ~ t s ~ ~ ~ HOCU STEV NS ? SEE EROSION CONTROL. DETNL SHEET fOR INFORMATKlN AND
~ a 5g / . F i 1 2 "c 0. RES s,1oo sq.ft EIP ~ ~ ~ ~ ~ r ~ ~ DB 180 , P ' 142 j ~ DETAILS ON EROSION CONTROL DEVICES SEEDING SCH ~ ~ ~ ~ BM 1976, P 243/ EDULE, ~ g0 1 ~ . \ / SEEDBED PREPARATION AND A~RIONAL CIOIrSTRl1CIlON
~ E ~8 ~ ~ 07. s~ ~ V ~ . HIGH ~ ~ S UENCE INFORW EQ TION. POINT ~ ~ ~ ~ , I ~ ~
_ N
5 Q 2 4 E, N'f ~ ~ ~ CR 1v Q , ~ ~ \ v ~ A ~ > v. ~ ~ ~ EROSStoN coNTROL NOTEs
a 50 x20 x ~ h~ 1 r Z , y C~. ` ~ ~ ~ ` / 9,x90 ~ 9, t OO,~.ft, ~ : ~~i c c ucr ~ ~ pIR , ~ A ,Q ti , ~ \ 30 ~ ~ ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
~ ~ "1" BE CONFORM ED TO DURING CONSTRUCTION.
~ ~ ! ~ ~ ,100 sq.ft. ~,/"'Q0 ~ \ ~ ALL DRAINAGE STRUCTURES AND PIPES SHALL CONFO \ ~ I ~ RM r_ ~ ~ ~ ~ ` 9~0 0 sq.ft. I , TO THE STANDARDS AND P / \ S ECIFICATIONS OF THE
~ - 9 .~---270-----_ _ _ - ~ E ' , \ , \ 1 , ~ ~ \ i ` ~ ~ I ~ TOWN OF GARNER.
~ ~ - , i' R 1 ~ 1 ~$E 1 ' ~ PLACEMENT, LOCATION AND QUANTITY OF EROSION CONTROL V~ I \ ~ ~ ~ ~ 12 ~ ~ ~ I / DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER
P U / IP N ..r P a ~ 0 \ ~ ~ , J , HA~~L PIERCE COOK CONFORM TO EXISTING F ~ R ~ , IELD CONDITIONS IF APPROVED BY ~ ~ ~ B ~ ~ JAMES R. COOK
C~ - ~ H~ ,,r: ~ --f 13 10,266 sq,f 10,266 sq,ft. ~ \ ~ \ ~ J ; ; j 1, THE ENVIRONMENTAL INSPECTOR OF THE TOWN OF GARNER. ti ~ ~ ~ DB 1854, PG 437 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
m ~~t _ - - y a' ~ n' Yq / lr 100 sq.ft. m t _ ~ ~ ~ ~ ~ I ~ B~~ 1976, PG 243 TO THE START OF CONSTRUCTION. \ ~ ~ ~ 1 ~
~ \ ~ CONTRACTOR SHALL VERIFY THE LOCATION AF ALL EXISTING 1 ~ \ ~ ~ UTILITIES (ABOVE AND BELOW GROUND PRIOR TO THE START
'"0 ~ ~ .r" ~ ~ 9,100 s . cn m - ~ ~ - ~ OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE _ ~ ~ ~ \ ~ ~ V ~ X. S ~ \ REL A
a .a I 1 ~ 9,0 0~ s .ft1 ~ ~ ~ ~ OC TION OF ANY UTILITY CONFLICTS WITH THE APPROPRIATE ~ ~ 4 , , MH ~ ~ ~ ~ UTILITY AUTHORITY.
L.. ~ \ °0~ ~~0---~ ~0 9,104 s .ft. ~ ~ A ~ ~ ~ A ` ~ ~ ~ ~ 1 TOPOGRAPHIC INFORMATKIN SHOWN IS FROM A WAKE COUNTY 1 , \ ~ ~
i' - ,---u ~ q 1P . V q ~ C C G7 '~Q ~ ~ k ~ Q I I, ~ ~ ~ ~ ~ ~ TOPO MAP ANO NEEDS TO BE FlELD VERYFIED. w ~ ~ M, iP I ~ ~ ~ ~ ,
~ ,-^r' '2 tip. 9x100 sq.ft. \ 1 Q ~ ~ ~ ~ h ~V ~ i , ~ I ~ ~ t EIP
~ ~ 1 9,100 sq.ft, ~ ' ~ ~ N 1 h. ~ 2 ~ \ \ ! PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
W ~ 1 s ~ ~ ~ , ' ' ~ $ ~ FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
q 9, 75 .ft. ~ g ~ ~ ~ W ~ r MATERIAL, DEBRIS, FROZEN MATERIAL ORGANIC 2 ~ ~ ~ 1 ~
/ / / / ~ 1 = ~ m \ a / , MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO l I Ci , ~ ~ ~ ~ 1 I 1 1 N~a / FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
`I \ ~ i ~ 10,7 3 s~ 10 7 3 s .f~ ~ ~ 1 240 s .f ~ ~ ~ ~ q Q k ' `P~ , SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER 2
8EG1 CONSTR 0 \ ~ ~ ~'yCL SfA~•00 .P. ~ / ~ ~ , 1 ~ i ~ i ~ ~ CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL i 1 1, N ~ , , , ~ ~ ' I w SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
~ ~ \ I 0 ~ kIK~ONS`AVENUE - - ~ 0 \ ~ a I ! I+, ~ ~ FOR ALL AREAS UNDER A PROPOSED ROADWAY THE TOP 1 2 rn I ~ ~ ~ ° ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
~ J- % ~ ~ ~ ~ ~ I TWIN SHIP ELOPMEN COMPANY I ' ~ \ COMPACTED TO A DENSITY OF 100 MAX IMUM STANDAPD
(58 / ~ ~ ~ ~ ~ ~ / D8 7 PG 190 13,924 sq.ft. ~ ` I i ~ PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD ' I ~ , 1 ~ "'t
i / \ ~ BM 19 PG 243 ~ ~ n ~ I ` ; , T99. FOR THAT PORTION OF FlLL UNDER ROADWAYS AND \ , 33 , ~ EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF
i , " ~ ~ 11.451 A S \ \ 1 ` ! Z ~ ~ CURB COMPACT TOAD I _ ENSITY OF NO LESS THAN 9
10,88 s .ft. ~ , f OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS ~ ~ ! ~ ~ ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL I
/ 1 , 7 sq,ft. ? 15,34 t. 2 1 ~ - \ 1 iA I ! SHALL BE PLACED IN LIFTS OF 8 OR LESS OF I
- 9,0 sq.ft. ! I , ~ I, UNCOMPACTED SOIL. ~ ~ ~ I ' I t IP OTHER FILL MATERIAL SHALL BE COMPACTED TO A
~ \ 14 338 s .ft. _`f~..`_-. V ~ ti°' ~ ~ i i ~ 1, S , DENSIT`f OF NO LESS THAN 90X OF THE MAXIMUM / d~ ~ ~ I i ~ ~ I ~ Z
~ / ~ ~ / ~ ~ / ~ ~ 1 1 ~ , ~ a STANDARD PROCTOR DRY DENSITY AS DETERMINED ~ ~ I ~ ~ 34 1 i ` BY AASHTO METHOD T99. BACKFILL MATERL4L SHALL
. 1 : ~ A ! 40 ~ EX• R ~ \ BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED
~ 1 !i , AN, SEWS SOIL. / 10 7 9 s ft. I S T. ~ \ ~ ~C I ! ~ I I ESMN , ~
~ A 2 ~ ~ i I , ~ I / 1
_ ~ 1 / ~ s,1oo s .ft. _ 25 1 ~y ~ , ~ I v, / \ j 1 , ~ ~ , , ~ ~ ~ NOTE.
r- ~ / ~ ~ ~ /9,049 ft. I i \ ` r ~ S ~ I ~ ,
/ \ ,l r 11,3 sq.ft. Q, \ \ . \ ~k ~ 1 / G ~ 35 A I ~ I ~ ALL WORK AND MATERIAL \ I I ~ i ~ ~ A ~ / ~ S SHALL CONFORM TO THE
~ ~ ~ ~ ~ / ~ I I o , ! 1 I ~ ~ STANDARDS AND SPEClF1C ~ 1 ao s .ft. ~ ~ ~ ~ ~ / ATIONS OF THE TOWN OF GARNER.
\ Q , Q. 1 ~ ~ / ~ ; I ~ I ~ / ~ ~ CONTRACTOR SHALL VERIFY EXISTING COND1TlONS PRIOR TO CONSTRUCTION.
/ r ~ ! ~ I
~ ~ ti (61 ~ I~ ~ ~ / ~ ~s> o1~o~q.~t.-. ~ v ~ ~ ~ ~ ! ~ ~ ~ ~ CONTRACTOR H I ~ / ; j ~ S ALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL i ~ i ~ i
/ ~ - ~ I , ' 0., _ ~ \ ~ 22 ~ 2 I i I ~ I / EXISTING UT1tIT1ES PRIOR TO CONSTRUCTION AND COORDINATE !F NECES / ~ i SARY l 36 ~ ~ TH ' i i ; I E RELOCATION OF ANY UTItlTIES WITH THE APPROPRIATE UTILITY AUTHORITY.
C ~ } ~ ~ ~ ~ 9,08 sq.ft. ~ r ~ l i ~ ,r / ; ~ r
~ i ~ ~f 9,145 .ft, ~ 9,1C ~ s,1oo ~q.ft. - / l ~ ' , / / ~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE 08TAINED PRIOR TO /
~ se 1 / / ~ ~ COMMENCEMENT OF CON T ' S RUCTION. ~ i / i i 1 -
/ ~ / I ? CONTRACTOR SHALL OBTAI i i ~ ~ I~ I ~ / I N A COPY OF THE TOWN OF GARNER STANDARDS
, ~ ` / .p ~ ~ \ ~ 050 sq.ft. ` r....`.. C~ 9x847 s .ft. l A / / ~ ~ ' AND SPECIF/CAT / ~ / ~ ~ ~ / ~ i / IONS TO USE AND REFER TO DURJNG CONSTRUCTION. ~ / ~ / ! ~
1 / ~ ~ q ~ 6 37 ` I 37 I / AU REY/BUR N JENKINS, r ~ ,
/ ~ ~ HIGH ~~ti ~ 9,10 s .f '-1 ~ INT ~ ' q % ~ i 1 s .f / / % i 6 96, PG 3 / ~ ~ / q
/ % ~ NOTE:
~ i ~
~ 1 (63 I L ~ ~ / / ~ ~ ~ 3 , ~ ~ I WHEN BACKFILLING UNDER A UTILITY LINE, j ! % PLOWABLE MATERIAL SHALL BE USED.
/ ~
1 ~ 11,730 s .ft. ' ' ` \ ~ ~ i / i ~ ~ ~ I ~ I ~ ~ i~ ~ I ~ ~ ,
L_ ~ ~ / , N ~ - ~ i i 1 / ~ I 1 / ,I ll~
G \ I ~ ~ I ~ ~ / \ / j / , I , ~ LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
\ \ _ I I / ~ ~ ~ ~ ~ 11 ' I PIPES AND EROSION CONT I ROL DEVICES MAY VARY ' ' 1 I TD BETTER CONFORM TO Fl
~ ~ 43 / 39 / r r ' ` f f l / / i / / ELD CONDITIONS. ' / ! i i
~ I 1 ~ / ' ~ ~ \ ~ ~ / ~ ~ ~ 15,426 sq.ft. 11,8 9 sq. t. ~
\ , ~ / ~ ~ ? ) ~i v , ~ ~ ~ G / j..
~ ~ r l 4 ~ I f A,, ; i % % ~
~ I ~ ~ 4 ~ ~ ~ ~ 1 I i ~ ~ r i I ~
~ ~ 65 ~ 13,136 s .ft 41) l ~ ~ 1 \ ~ / / q 12 6 sq.ft. ~ ? , , / i
~ \ / / I ~ / 1 1,558 .ft. i
/ ~ , ,
I. ~ 1 ~ / ~ i /
\ ~ ~ Q ii
1 ~ ~ / ~ / ~ ~ \ ~ 1 I ~ ~ ~ ~ ~ ' ~ r 1 ~ i r~l , 1 SHEET 2 _ l
66 ~ ~ / ~ ~ / < ~ ,
l i it ~ 1 ~ .
\ -EIP 1 ~ ~ ~ PRELIMlNA ~ , OWNER DEVELOPER: RY EROSION CONTROL STORMWATER PLAN FOR
_ 1 q 1 ~ ~ • ' I ~ ` ~ N 5 3 E ' TWIN SHIP DEVELOPMENT
~ ~ ~ I ~ ~ ~ ~ ~ ROY TRIPP t
P.O. BOX 267
GARNER, N,C. 27529 ST. MARY S TWP. OWNER: TWIN SHIP DEVELOPMENT
x(919) 661-6600 >z;:~ I
~SECTI N..,,r., THOM IATESWAKE CO. NORTH CAROLINA ZONED R-4
50 25 50 1 0 / B 1 959, PG 35 - l r C\l O THIS PROPERTY IS NOT L .OCATED iPd A 2821 ROAD
CV F.E.M.A. 100 YEAR FLOOD HAZARD, AREA. EI 7 6 DATE 10~10~2003 DRAWN RIB JOB NO. ATR AP2
SCALE 1 50 _ PRELIMINARY PLAN 5 0 F.I.R.M. PAN' EL NO. 37183C0660 E FAX 143 SCALE 1" - 50' SURVEYED
DO NOT USE FOR CONSTRUCTION REH DRAWING Ins-ecp ill 1.11 56-0546, 1711.11-677M
REVISIONS PIN
i 1711.11-66-3534
i

, i~~
l r. 1
THIS PRA THIS PROPERTY IS LOCATED IN A
F.E.M.A. 100 ~ ~ ' F.E.M.A. 100 YEAR FLOOD HAZARD AREA. D o
LANDSCAPING/TREE COVER/OPEN SPACE CALCULATIONS: F.LR.M. Pi F.LR.M. PANEL N0, 37183C0542 E A'170N ~ ~ ~~o 100 YEAR :FLOOD- ELEV o z ~
W STREAM 8 m ~ t ~'OR BASIN ~0, I M
" T = 00 SF PER TREE Cb 2.5 CALIPER REES 2 ~ 109 TREES PROVIDED = 21,800 SF ~,,.,..~,,,,.,a.. ~ . FC ~ SITE a .;.260,00 Nq '
= 14 AC. 650 350.80 SF TOTAL SITE .93 ( ) , e NBC d ~ Vp q(
~ PRESERVED AREA = 1.81 AC. (78,843.60 SF) ~ ~ i CURTISS DR ` bw..~..~~~~.,~,,., OF BANK ,,,•.r''"~' 70
~ LESS PRESERVED AREA DUE TO DRAINAGE & SEWER EASEMENTS = 0,263 AC 11,450 SF ~ / „ „w„,,,,,,~,,,„~ +`r `o. TOP
ACTUAL PRESERVED AREA - 1.547 AC. (67,387.30 SF) ~
PRESERVED AREA/TOTAL SITE - 10.36% PRESERVED ~ ~ F PRESERVED AREA = 12,50% CA REQUIRED PERCENTAGE 0 \ / '
~ 12,50% OF 650 350.80 SF TOTAL SITE = 81 293.85 SF , ( ) ~ ~ r ,r w I~ ~ P 0
/ N REQUIRED TREE COVERAGE AREA = 81,293.85 SF / ~ I I o New VICINTY MAP Q' PRESERVED TREE OO ~ IQ ~ COVERED AREA AND (NTS)
21,800 SF OF STREET TREES PROVIDED / N ~ ` ~ ~ I ~ i ~ W ~ w OPEN SPACE AREA ,r`'•'~ IPS '"r ' P~ G
67,387.30 SF OF TREE COVER PRESERVED AREA REQUIRED i ~ ~ - I / / r~ , ~--t--r- Z A RES ~w 1 , ~C, ~ AREA2 0 REMAIN I" J Q~ ,
89,187,30 SF OF TOTAL PRESERVED AREA PROVIDED ~ ~ ` i i ~ I I ---~~Ra~ ~ ~ ROBERT LEWIS CREECH ~ ~II~I y ,e 50 I r I y y85.~ ~ PEORIA P. CREECH ,
RVED AREA PROVIDED. 2 13,71% OF SITE IN PRESE d _y ~ / OPME y W ~ ~ DB 2849, PG 695 AXLE
/ ~ .00' ~.5.+~ + I lAT y ~ JP,
R1 JUNIUS M, PARKER 0 D~ Du~ ~ y y y y~ O ,Y F ~0 ,00 T v0' ~ ,
LINE TABLE C• HOMER CREECH EL AL ESTATE 2000 2446 ~ ~ CQ DB 2826, PG 395 DB 1595, PG 18 NC o EN , 5E ~ y y y W y W ~ • r ~ ,
LINE LENGTH BEARING pN ~ ~ ` ~ ?0.00 RIVATE INANE y N ~ 1 ~ / i E pRA / ~ rn fAr O 0 ~j RIVAL r r , r 6 r~ j ~
Li 4.39 S77'46'05"W ~ P 20 c~l~ i + FEN 2p y J , R Rny 7 y ~ ~ , 6 I I~ I ~ ~ ~ ~ i~"~~ 8'RW
. ~ ~ ~ t ~o•o , ''1 ,57 ~ X90 1 N ? 1
~1 , o I' + E ~o. ~ 6 J 9,000 SQ.Ff. Jy ".s y ! / W / INSTAL. TY E III BARRICADE ; O ID y y y 4' S' S' 32' B-B S 5 4
/ ~ 16 3 45 MIN, F.F.E. o AT E.D.. Oe PAVEMENT. 9,000 SQ,FT. o y y~ y y y :-F.T ~P` STRIP o SEE ..f ~c_, 11 FOR DETAIL. ,
Na o ~ 5 W 70• _ o ~ , 2" I-2 QRS. ~ = 273.65 y y y y T ,3s' I
" . 4 9,000 so.Fr, ~ o ~ so.Fr, o. MIN. F.F.E. y y ~y y ' W y STA. 2Z+7O CREEK COMMONS AVE. a .Q,W,,, ~
• ~ 9,000 SQ.FT. b ~ ~ w p MIN. F.F.E. 273.65 ~ y 2h ~ ~ y N END 2;1 FlLL SLOPE FOR " s' CONCRETE CL s' coNCR F.F.E. y~. y a~°- ~ Rc°~Dw'AV IMPROVEMENTS sioEWALK 2a' co"CRETE B' aec sloEwux ~,..5 I
EIP N 26'30'00" W W y i y ~ 3 ° = 273.65 y y y W W ~ 2 w o• MIN, F.F.E. y CURB 8 CUTTER x, ~m neon !73.65 ~ • a~x oowoHS Aw+lu~ ,F,- ~ ~ x
W i i W J• i •Y 9,000 SQ,FT. 606,82 f t~~,9B P ' 273.65 . ,~,,.°.,r ~ ; TYPICAL RQ+CAIAY SFx11011 WAH SDEWALK _ , a eo~ laol+r a WAY NTS •
r W W W W y i J• W W ~PY' 1 ~ 9,000 Sy.~ I. p W MIN. F.F.E. J • _ ; . . • :^fARa: ,~.b-°_ ~ ELEANOR P. STEVENS ,
i W J• ! AO•W ~Y W i W W p'(W i p W ~ i w W ~S J' i ~ y i' i i i~ 9,000 SQ.FT. o ~ 273.65 L-' ~ :'~'~::.}Q::~Y~. ,..g'fR ...~..y . ~ ~ a HOCUTT STEVENS ,
EIP G~~E ~2~jy ° W o MIN. F.F.E. : . ~ 59 W W 7 ~Y W .A J' .V W W W W ~ y' d• p QC~ . ~ = DB 1807, PG 142 ~ - ..,.~--d~ ~ ~ f ~ BM 1976, PG 243
~ V W W i i W W \ W W\, i ~J' W •Y i Q - 27V.{IV i ~ G~ PI~ESE~VED TREIY o. MIN. F.F.E. E ~ R~ U . . - N f , , I VE A SS' R
~ .y y 4' W •Y y y i ,~W i ~Y W 'Y ~Y W W W W ~V~ 107.9 S~ CbVER`ED AREA AN ~ 273.65 , ~ o ~ M W W y W y W r 'W y W J W W W W y ,,,r~."`~~~'~ M N ~ M a M .
~ OPEN SPACE` ARpA Ii e . ' ` CO W W I W W •Y ~i `h 11 ~ 0:93 ACRES J _ - ~,..fw. ~ _ ~ r CR CO / ...RAMP ~ 1?~~ N ~r / R -:c 1 , .~~q~rw ~ ~ N 3' s' is a-e I
W + W W W .Y W ;•,d• ~ y W J ~tV ~4 W W W d• J P~~ Tfl REkviA~' ~ p y ~ L- E Lf AREA " B ' ~ ~ yd~' ~ c~+ #JATURAL • ..YARO 09~ ~ ..._N83 45~ G ? , Ili , i ~ ~ ~ / untm , B~ _..r;,~r R-2s.oo' STRIP . ~ , • p~4,P L-39.21 27 CP 0 ~ ' `'y 2 I-2
i ~k W W i •Y i i P.. W W ~ W ~Y i •Y i Y rw"~ \ V y/~ , ~,.,,,.,.w J V _ <t " f~ y i W i W / S, y'GP\ yPl i .Y W W W W W ~p~ W i W , ' .l V'.. i ~ 3 2 J a " ~ ~2`~:,c:::.':." R-25.00' 9 029 SQ.FT. m.aiw.
.V d• W ~Y i • rf , W y O W W i W W y y i ~ W W W •Y i W '.y' i'~,,,,w^r . wr: fir,! • ,.r::::.: r .::::~ARD L-39.27 ~ ~ N• aarc nowlm CL
.r ,e+.^•.. y ,WEW app p~§,,BAN y i •Y i ~r •V W .V i i .~@• i W i i y W i i y ' ~ 1~' )Y ~ W ~ - - ~ W i \W J• i i W W W V• •Y W W W W4 r i i i , ~ ~ o' STREW Z ~ MIN. F.F.E. + ~ HAZEL PIERCE COOK slDe~u~~ e" Aec 1 o ~ JAMES R. COOK 2•e'co"CRETE . / , 1 ~ = CURB ~ GUTTER w, uK nape
E ORAI GE EA ~ „ 9• ~ , •.r 72~ X. NA SEMENT = d ~ _ ~ ' J f ~ . 262.00 VSE a DB 1854, PG 437 MUNIFIELD RIDOE OMI[ r CONSIMTA COUIR ~'I ~ BM 1976 PG 243
{7Y r ~ ~ ..r ~ a w ~ ~ r :y .iL6•Q~ i W 'V W ' y W ~ ..F'.. 7 r""r D ~I - • 59.35 ,e . , _ ; _ . - . „ NER ~ ,nom ROAGdAY socnon wrM s J $ } , ~ ~ ~ ~ 06' IMOHr OF WAY NTS ~
: a N _ • _ W _ o '1 ~ 11.06' B DER f 'o ~ '~,s 1 W ~ 10,409 SQ.FT. ,
~ W...-. - rn m o . X12.. cn _ ~r •
t ~ ~56~ ~ ~2 .00 ~s _ 438 "W L~,6.25' ~"'"_J 7200.::..., . N R ~ N i ~ ' ~ ~ i ~ ~ 0,51 14 9 ITE DATA
s R=230.0 -T ~ ~ ~1 z S J i B 245 SF OF OPEN SPACE
1 * qN ~;:4w, H C ..r BEET YA ~ O ~p!-~'' AMP RAM ~:4 •42 ~ 10 ~ N 1 ~ 0 9,000 SQ,FT. , ~ , 28 X' S ~ IN NEUSE RIVER BUFFER - P.I,N. 1711.11-66-5846 ,p,F7• •.a MH NOT PART OF LOTS 1711.11-66-3534
~ 7:71 1 _ ~ / ~ ,o O un 26 R ~ 9,231 SOFT, ` NOT INCLUDED IN OPEN
\ ~ ` ~Y •Y W W ~Y W W W y y y O •,.1 ~ N 0 9,000 SW~f 1. p ,~-r r i J• W R . Ra25,00' ~ cP 11 ~ 1711.11-67-4139 o ~1 ~ ~ ITARY •o , SPACE CALCULATIONS ,,,J o 9,500 SQ,FT. 20 SAN
/ v. y y W y y y R•25,00 '1i / Q U PR RVED TREE y L-11.82' ~ 1 0 av , ~ ~ i i W y ESE ~4~,4` t• ~ a; 1 o p' 10 1 Ii ` EIP -ZONING; R-9
10 / ~ ' ~i i W COVERED AREA AND. i.-'W W 'i ' ~ ~ 2 9,000 SOFT, 1 m J ,31 N -TOTAL TRACT SIZE = 14.93 ACRES - - ,n I I
~ OPEN SPACE AREA-~ ~ o ~ ~ 72' l lS,'Y W W ~r _ y y y 8i~~, l ~ N ~ 9 000 SOFT. 55~ r"- 157 i• W W W 031 A~iiCCS W i W W W N ~S " ~ 13 r ~ g 17,53' ,~2' 143.90' , T o - N0. LOTS = 47 55 .83' I ` ! ER FASEMEN o
~ ~ y W i AR,~A'~,(f REMAIN ~ W , i ~ ~ ~ ' •p ~ 15'2 35 eg, • 8g, 19 - ! {I sEw -AREA IN R/W = 3,14 AC. - ~ w ' ~ y ~ -AREA REQUIRED IN OPEN SPACE = 1.49 ACRES (10.000
" NATURAL ~ 9 000 50.FT. ~ 0 - \ / W 'Y '4 W W W W i W i 1 1 ~ 1 4 ' ~ 2.O I ~o ,I~~ 2 ~ ! 29 W • I ,0`~ , -AREA PROPOSED IN OPEN SPACE = 1.80 ACRES (12.060
/ EIP "/~i i i i y y W y I .Y: ~ ~ N ,32' 0,60' 9 i i i i i ~ 9,100 SQ.Ff, J ~ 42 13 EJ \ 25 a2 ~'S~'1 -AREA IN LOTS = 10.29 ACRES ~W . ; j 9,000 so.Fr.
~ ~ 6T ~ ~ 29.66 U` i i i i / 1 I ~ t~ O, ~ a ~ wN f a~ - I - 19 ACRES I
AT THIS TIME, NO SUBDIVISION SIGNAGE ( 1 J 1,6e ' ~ AT 58 i / t o \ s,5os sa.FT. • ~ o ~ ~ ,y AVERAGE LOT S ZE - 0.2 B ~ ° ~ ~i o ~ -0-`1 -MINIMUM LOT SIZE = 0.207 ACRES
IS PROPOSED. IF SIGNAGE IS DESIRED ~ / / ~ r.:~. 0' A LATER DATE, THE PROPER APPROVALS 471 72.0 i ~ ^ ~ ! -LINEAR FEET OF STREET = N2,516 L.F. ~ ; ,
WI E APPLIED FOR AND r' ~ i \ AND PERMITS LL 8 / ~ ~ a6, 22 vi 23 \ l~ ~ TOTAL DENUDED AREA - 14.00 AC (Incl. Spoils Area) 23 u o.
I OBTAINED PRIOR TO INSTALLATION. ~ ~ ~ 6e, 6' 141 • 9 000 FT. w , ; ~ ~ , ~ ~ ~ V ~ , / ~ ~ ~ a -BOUNDARY INFORMATION FROM A SURVEY BY THIS OFFICE
/ / o1'cr ~ .a ~ 9,500 SOFT. / / 'p ~o W c?~ 9,306 SQ.FT. ~ w a,3os sq.FT. ~ ° / ~ 'L~ / ~ - TOPO INFORMATION FROM WAKE COUNTY TOPO MAP. ~ 30 ~ ,
~ o y ~ / / 3,9 r. ~0 / '1 ~ / ti~ ~ i~ i' ~ -SETBACKS: \ \ o ' a 9,500 SOFT.
' '9' ~ / / r, ~ 15 21
~ ~ / 9 9,437 SOFT, ~ 12,556 SOFT, ~ 24 -t . A 'BACK; 25
.C / 0 ~ ass , ~ . ~ ~ ~ ~ ~irr~~~~~ ~ PS t ~ F ~ \ W CORNER SIDE: 20 r 9 009 SQ.FT. ~ V ,
'0 X59 / s,ooo so.FT. ~ ~9 ~ N h \ ~ ~ ~ SIDE: 10 4 Q
~ / / / ~ f. , o i ; ~ , E R I. ~ / • 31 x 40
~ / ~ / / ~ f G wE I Q 9,000 SQ.FT. SAN•~
/ Z~ p r: p, ~ r \ p, /1 / ~ r~ ~ \ ~ Z ),y~ ~ l ti' ~ \ ~ / I R-2s.aD' % ~ •s , NOTES;
/ / ~ a ~ ~ \ ~A , A ,I j L•Si L-57.80 O / ? y , J:- ~ I ~
' ~ ~60~ 45 ss ` ~ ti ~ 1. TREE PROTECTION FENCING IS REQUIRED PRIOR
~ / / i;•~ v'. A:~ 9,648 SOFT. 1 ~ 11,631 SO. FT. `~6'• ~ p , TO ISSUANCE OF A BUILDING PERMIT FOR THOSE
9,000 SOFT. ~ ~ 'gyp;, p A \ ` ~ ~ LOTS ADJACENT TO THE NEUSE RIVER BUFER,
/ / ' s H/c ~ ~ d ~ 9,000 sp.FT. -IN- IEU ."H ~ 2. PROJECT WILL BE RESPONSIBLE FOR A FEE L
lJ`i0. ~ ~ p. \ .5~~... *,y~ RAM / / 2' / 51.3 ' RAMP ~ s ~ y !.I OF PARKLAND DEDICATION IN THE AMOUNT OF t o
~:;~~;"o 250.00 PER DWELLING UNIT, o , \ ' 15 PRESERVED TREE COVERED $ , ~ ~ e
~ 61A 'V A m ~b ~ o' : / y ° AREA. AREA TO REMAIN NATURAL ti`',~ 33 3. PROPOSED DEVELOPMENT IS CURRENTLY OUTSIDE ~ y AND UNDISTUR9ED 0.31 AC. ;
j \ N J / N' ~ 19 II ~ a A P IH~o ,,f , y TOWN OF GARNER LIMITS. ANNEXATION PETITION . p,~aMP S ~ 9 000 SQ.FT.
~ ~ ~~.~r 9,000 SQ.FT. ~ ~ ~ ' / ~ l~. ~ 9,000 SQ.Ff. o 0 9,000 SQ,FT. 4 ~ ,;f ,c,,, y WILL BE APPLIED FOR. 4' r y
i / tT 4 / ~ ^ ~ ~ i f/i ~ t, 4• PLEASE REFER TO PLAN SHEET 5 FOR LANDSCAPING. Y; ~ v . y / °
L i 0 / ~ 0 18 cp. , ' \ y , ALL PROPOSED LANDSCAPING SHALL BE INSTALLED / \ , ~.e
~ ~ s ~ , . 9,000 sQ,FT. , - ~ y AND MAINTAINED IN ACCORDANCE WITH THE PLANTING ~o~ ~ rn.:, 34 \ y MANUAL FOUND IN APPENDIX E OF THE TOWN OF
~W~: ' y y r0' AUBREY BURTON JENKINS, JR. GARNER'S LIDO.
: - > 43 \ 9,000 SQ,FT• y ~ DB 6896, PG 356
/ ~ ~ ~ a u' lr ~ ~ / , / ~ 9,000 SOFT, ~ . ~ 0 ~ 5. FOR STREET YARD PLANTINGS SEE SHEET 5. p .0.. ~ y y
S a~` \ y 6. APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS
h / ~ HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE V h
X63 _ \ ~ CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE TOWN y
/ v v"p R 200.0 . "°'"'l ~ / ~ ~ o 35 ~ OF GARNER PRIOR TO CONSTRUCTION DRAWING APPROVAL. ` \ y
. . ~ 9,000 SQ.FT. C~ € \ y 7, ALL RE UIRED PERMITS SHALL BE OBTAINED PRIOR TO
;T; ~ Q I ~ y CONSTRUCTION OF IMPROVEMENTS.
/ 9,915 SOFT, . 4:'::.:......
` ~64~ ° 36 ~ i / ti• ~ o~ I 36 \ y
/ - 1 9,000 so.Fr. 9,000 s4.FT. y ZONING CONDITIONS:
~ ~ y
~ o. 41 s.y 1. ALL PERMISSIBLE USES SHALL REQUIRE A CONDITIONAL USE PERMIT. I o.
V / O N 2. THE DVELOPER SHALL COMPLY WITH ALL GREENWAY AND STREET y ~A RIGHT-OF-WAY DEDICATION AS REQUIRED BY THE CENTENNIAL LONG
n ~ / / ~l 13,x66 so.FT, ry, N ,J 37 y ~ Rp 6 ~~`1,Q~;..•~••..,~~iy'~., RANGE PLAN, 2005; THIS INCLUDES CONNECTING JOHNSON STREET
~ J / ~ 40 ri 11,357 SOFT. y,~o F~ Oy ; TO THE SITE AS A POSSIBLE ALIGNMENT FOR THE NC 50/BROUGHTON
/ h 39 ~ 38 / ~ ~iS- ~ ~ = T RP MAP. dS, 4 t~ < ~ STREET EXTENSION AS INDICATED ON HE CL
/ 12,022 SOFT, 10,523 SOFT, / 10,294 SOFT. i y SEAT. _ 19793 y s
/ , / W ~ y fa , a••'~~;
(r W 9 SHEET 1 ti • ~ CUP-SB-04-02
X66 ~ ~ - - - I-- ~ 6 t ',If'' , , ~ Y 1~ ~
TPA. ~ ~ 6 i r f~ I
i W i i W W y y W i •Y y y y ~ ~ G6' 3~.44'~ ' i i i 3 5'i i 88.3 SI y
EIP i 34.f~2 9 . - - - - - - - + ~ + E C M
N 8517 45 W 345.50 OWNER DEVELOPER:
^ 1 / ST• MARY'S TWP. OWNER: WILCO PROPERTIES WILCO PROPERTIES
I /Utf I KAWI(:K KUAU a
SCHOOL ACRES SECTION 2 SUITE 209 THOM IATES WAKE CO. NORTH CAROLINA ZONED R-9
50 5 50 1 0 BM 1959, PG 352 15' PRESERVED TREE COVERED 1 153 LL `5P 1 ' ~ROAO C °7504 DATE 04/15/2004 DRAWN RLM/RIS JOB NO. E04-005
AREA. AREA TO REMAIN NATURAL STANDARDS THE TOWN OF THAT GARNER APPLY TO HAS SINGLE SPECIAL FAMILY DEVELOPMENT RALEIGH, N.C. 2760 HOLLY''°'SPR>thIGS,,hI,o8
AND UNDISTURBED (0.31 AC.) PLEASE REFER TO SECTION 6.8 OF THE UNIFIED FAX: [phone] (g FAX 5 9 1g~ 19) 5 57747,JD609 SCALE 1" = 50' SURVEYED REH DRAWING AP3-SITEc I
1 SCALE 1 „ 50 I DEVELOPMENT ORDINANCE 711.11-66-5846,1711.11-67-4130 REVISIONS; 5/25/04 PIN 1711.11-66-3534 °
i
19 _ F

, - . ~ ,.,,,..~.-,.~..M,...~..~ )i
ti i ~ ! I , „ / lI1~ i
' r f ~ P ~ ' , ~ E TABLE ~ ~ c~ _ , , ~
/ ~ _ 100 YEAi~ FLOOD , ~ , LINE LENGTH BEARING D ,~o YEAi~~~ FLOOD ELEVATfi6N - ~ ~ ~ ~ i ' ` 1 Lt - 4.39 S7T46'05"W o Z w~~~
~ b - ~ _ FOR._.BASIN _ 34,-. BA$IN_ 34,-STRf'~M 8 / , i, " ~ M
~ ~ ~ _ 260.00 ~ ~ _ - 60.00 ` ~ F ~ SITE . , , I, I ~ ~ q Ir N i a~ ~ q~
NOTE: ~ % i ti _ 7~ s I I' : D
DETAILED CALCULATIONS OF THE 100 YEAR FLOOD .'i t ~ RTISS DR ~ CU 70
ELEVATION FOR LOT 1 THROUGH 7 WILL BE VERIFIED ' , ~ . ' r i ANK , ~ , i
AND SUBMITTED PRIOR TO CONSTRUCTION PLAN ~ ~ 0P TOp ' OF APPROVAL, % ~ eA~ _ , 0, ' - , - 50
" ~ ~ ~ 1 , ~ i III - _ ~ I , J , ~ ~ I ~ THIS, PROP IS LOCATED IN A ' III ~ III ._J III III Mw~ ~ r i 1, ~ t
' 1 , F'.E.M.A. '100 R FLOOD HAZARD AREA. , ~~'ai?
j i ,i I W D: r U1 W ~ PRESERVED TREE C7 F.Lr~M•'=P EL N0. 3718300542E VCINTY MAP ~P~O Qo ~ COVERED AREA AND ~ u / ~ Q~
~ ~ , ~ 1 W ~ Z~~ I~j OPEN SPACE AREA n/ t Ir (NTS) ~ w ~ ~ Z ~ ~ oa5 acRES IP5 ~P
' ~ ~ Zt^ ~ .1 m , , i Q~ AREA TO REMAIN ` NATURAL I t I Q
. /i / ~ ~ 1 r~ j~ ~ I ~ 1 . ~ I~ ~ r. / ~ I .ROBERT L6WI5 C'RE CH 50 ~,II~II~ /
- - ~ ~ , , ; I ~ / ~ ~ r FLORIk A CRE H
j' ~ ; r ~ ~~~~~UNIUS M, PARKER t10N " 1 ~ ~ ~ r OB 2A~49, PO 95 AXLE MBINA ~ ~ , , I
~ ! TAT 0 44 MB~~ I ! ,r E E 2.Q.0 2 6 ~ j' DB 1595, PG 18' _ ~~C / ~ i % ~ ? ~ N C4 ;
~ ~r ~ ~ C, HOMER C EECH ET. AL. ; ~ ~ ~ ~ ~ ~ ~ti,~ E.~S ~B~2 ; /
SE RIVER DB 282 , PG 395 , ; ~ _ . _f~~ R1dA1E 0 AREA OF NEW CREEK ALIGNMENT AND NEU ~ Sint E pRAI ,`.C ' ~ . ~ j;l " Ei CONSTRUCTION SEQUENCE _ _ u, 4. Y © r ~ I 5 R~~ 6 i
ADWAY ENCROACHMENT. i 1 ~ _ ~ + t ~~j 16 QJ 1. OBTAIN GRADING PERMIT FROM WAKE COUNTY.
RIPARIAN BUFFER RO 57 . , ~?o „E ~ ~ ~ 2. CONTACT WAKE COUNTY ENVIRONMENTAL INSPECTOR FOR A W . u, / 3 'i / PRE-CONSTRUCTION MEETING,
CURRENTLY UNDER DWQ REVIEW. PRIOR TO APPROVAL - , ~ !r ` _ • 5 , _ ~;y ~ / ~ 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.) , ~ y
0 COS : , ~ ~ ~ F N TRUCTION DRAWINGS ALL APPLICABLE - f ~ , , d.~ t~ CL INTX CREEK COMMONS AVENUE cfl 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED OR REQUIRED, ~ f 6 - - ' ` \ Q~ CONTACT WAKE COUNTY FOR AN INSPECTION AND OBTAIN A y ~ w ~ , , ~ & PROPERTY LINE
UMENTATION WILL BE SUBMITTED TO THE TOWN ~r-~R~ER~ ~ , _ 2 v _ _ _ IN:-F.F.E. IPS ` CL STA. 21+51.79 L-1 ~ CERTIFICATE OF COMPLIANCE. ;
OF GARNER. ~ ~ ~ ~ _ , . F F.E. , ~ ; S. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CON5TRUCTION. _ s 273.85 to -•p 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE,
1 ~ ~ /T M . '~F,F.~. '/5.65'' ; ~ J ~ DIVERSION DITCHES, CHECK DAM, ECT.) , ~ ~ '~t STA. 21+20 CREEK COMMONS AVE. 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION,
eo EIP . i n ~ ! 1 m s 2 e, = 273.85 , N 26 30 00 W I ; ( ~ DURING CONSTRUCTION ~ 3 MIN ~f.F.E. : 'i ~ 'w~ END 2:1 FlLL SLOPE FOR B. INSTALL GRAVEL DONUTS AS NEEDED. N
} 606.52 PROTECT THE EX. V 4 i ~ ~ w J. = 273.85 1 ~ ! ~ 2~+ ROADWAY IMP ENTS .p 9. GRADE ROADWAYS AS REQUIRED FOR ROADWAY CONSTRUCTION,
. i j CHANNEL DOWN~TREAMS ~ P ~ _ j WITH ROCK CHECK DAM. ~ rr , ~ Q ~ 'f ~ 1 ' 0 ~ ~ ~ ~ ! ( W SEE NOTES ON ROADWAY FILL PLACEMENT AND COMPACTION. YP~ z{+ W 4 ` ELEANOR ~P. STEVENS 1
o. ,Y w~-~ v. ~ MIN: "F;F.E. ~ ,f i' ~ a - ~ r , , ~ ~f I i ~ „ 2~i ~ MIN. E.F:f. f" 1, ' , ~ s ~ HOCUTI' STEV~NS SEE EROSION CONTROL DETAIL SHEET FOR INFORMATION AND , ~ . t, ' t 42 ' ION CONTROL DEVICES S®ING SgiEDULE,
/ - ' ~ W ~ ~ ~ ~ w w w . -u .,~~w . ~ = 273.65 ; - $ 59 J w ~ . ~ ~ F y P z ~ ~ \ ~ ~ \ DB 1 BOJ, PG ~ DETAILS ON EROS N ~ ~ ~ I \ 8M 1976, PG 243 ~ SEEDBED PREPARATION AND ADDTIONAL CONSTRUCTION
2 ~ ' i 7` ~ ~ =,-2`13.65 N~~ ~ E Pw Y'~.~- ~i.,. w ~ 1 y 4~ ~ . • . r . _ ~p ~ ~ 't i ~ SEQUENCE INFORMATION.
Y . yl r, - L ~ Q v. , ~ W ~ - y QA . , y. ~ w ~ 273,85 . te+ ,r " ~ H~ ,RAM ~ V t ~ r MP ~ r , \ ~ \ `fi
w ~ W w w w w /,~'d' t~ W ~y y 1. ,y y' ,f0 I N / A~ ~ N - r N ( ~ EX. 2 cP w FES ~ y a. ~ ~ ~ . w ~ ~ w ~ ~ ~ v 'W w - I ~ ~ .~1 ~ ~ EROSION CONTROL NOTES I
r56 ~ , ~ Q 't u 1W I OUT 289.20 ~ t~ w ~ >L P~ ~ w ~RE~: ~~e+ ~ ~ ~ ~ , . ~ i , PUB ~ ALL WAKE COUNTY EROSION CONTROL ORDINANCES SHALL
'y 1~,.., R ~ y EX. 80 RCP W/FES / 'P ~ ~ ~ ~ r2 9 ~ ~ 6 w w r^~w w., .y:~-tq . w , ~ ~ w i ~~!i Y~ , • ~ - PI Q ~ `tP: ~ i ~ BE ONFORMED TO DURING CONSTRUCTION, i
INV, OUT 28 .8 a ~ ~ d ~ tk ~ / o " Q ~ ~ ~ ~ ' ~ \ ~ ~ ~ ~ ALL AINAGE STRUCTURES AND PIPES SHALL CONFORM , yo"~ ~ i l ~ ~ 0 THE STANDARDS AND SPECIFICATIONS OF THE
~ N~Mt'toP i'-' ~ ~ P i ~ - ~ 1 e ~ _y.~....,~ w w t' may, ' w i 'J~ - ~r w ~ ~ w~" 1 - w w A N , , A ~ ' ~ y OWN OF GARNER.
E D ES Op ~ ~ j - X4100 W= ~ - , ~ ~ ~ ~I~. I ~ PLACEMENT LOCATION AND QUANTITY OF EROSION CONTROL ~ USE ; ' ~ * 26 - - R l ; I l / DEVICES AND DRAINAGE STRUCTURES MAY ALTER TO BETTER
0 I~ _ _ L - - - - - ~ ~ _ ~ ~ .r y V~"' , ' _ _ ~ a i I ~ SIN ~ I ~ !I R i i j ~ HAZEL PIERCE COOK CONFORM TO EXISTING FIELD CONDITIONS IF APPROVED BY
I NT ~ ~ ~ ~ I ~ ~ ~ B ~ I ! 1 ~ JAMES R. COOK THE ENVIRONMENTAL INSPECTOR OF THE TOWN OF GARNER, _ - i• ~ ~ - ~ ; 1 , DB 1854, PG 437 CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR
r; . ~ , r i ~ ~ _ ,.+00 N ' x 00 ~ ~ 4 ~ , I PG 243 TION. M 1976 NSTRUC
3 q 4 ~ ~ I g W ~ ~ . ~ _ _ ~ ~ - 4~ ,1,. ~I ~ ~ I ~ B ~ TO THE START OF CO - ? L. ~ ; ` ~ i CONTRACTOR SHALL VERIFY THE LOCATION AF ALL EXISTING \ ~ ~ ~ , i 1 UTILITIES ABOVE AND BELOW GROUND PRIOR TO THE START m s• ~ ( )
96:03' r - r.T~[c , 152,01 ~ $ I YARD A ~ ''I OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE THE ~ ~ \ X45 ~SF ~ F OPEN SPACE PROPRIATE
- 1~ i ~ i H _ 1~- 2 ~ ~ ~ ~ X. S ~ ~ ~ IN N~~, LISE RIVER BUFFER ~ RELOCATION OF ANY UTILITY CONFLICTS WITH THE AP ~ ~ CV ~ UTILITY AUTHORITY.
N N . 1, ~ ~ ~ MH ~ N~4T PART't,OF LOTS TOPOGRAPHIC INFORMATION SHOWN IS FROM A WAKE COUNTY
2 ~ ~ ' ~ R ~ ~ ' TO BE FELD VERYFIED. 1,. ~ ~ ~ I';,, ,NO~ IN~LU~ED IN OPEN TOPO MAP, AND NEEDS
1 ~ ~ ~i ~ e, ~ ; ~ 2~' ~S , I ~ ~ P ~CE ~ AL~ULATIONS > > i ~ ~ ~ ~`,,_II I A ~ 1 I I EIP
~o ~ i ~ ~ ~ ~ r~' ~ I ~ Y i ~-PRESERVED REEr , ~ 12 T I ~ ~ ~ ~ e' - 1 PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS ,
r' v~ a ~,~r I I ~ ` l,. 'io C©yF~ AREA ~AC1D~ o _ - ~ - T~ 1 ~ ~ O ~ i (i 11 i I it ~ ~ ~ •p o I I r I i FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION '
,r y. ~_.-y.~PEN ~fwA6E~,.AREb~~, w , ~ w i ~ , _ ~ ~ I 1 _ ~ ~ ,y Q J~ I ~ ~ 0 1 A RED` w. „ , - ~ AREA T ;-RIs~AIN, ~ , ` w N I ' \ I ~ MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
cr , ~ `v,~ ~ ~ \ f(P , ~ - ~ NA ORAL ~ ~ . ~ ~ ~ - _ _ ~ J . , ~WE~? • J ~ ~ - ' ~ MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO `y `I ~ ~ ' h FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL ~ 1. ~ j ' •P w a , r1,
I ~ N ' ~ . I SHALL 8E USED WEIGHING LESS THAN 100 POUNDS PER
8 ~ i ~ cn ~'1 CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL I I ~ i~ I ~ , ~ ~ ~ SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
~ - ~ ~ ~ , - 57 ~ - I ~ ~ i FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12 ! ti~• ~r~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
o _ i' ~ _ ~ ~ ~ ~ , COMPACTED TO A DENSITY OF 100% MAXIMUM STANDARD
~ _-___---j-.. 23 ~ 14 ~ 22 ~ ~ ~ ~ I ~ PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD 's
' ~ 1~ • , , , \ ~ T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND { ~ ~ 1 ; ~ ~ EXTENDING A SLOPE OF 1 TO 1 BEYOND THE BACK OF
~ ~ ~ ~ - , ~ ~ - i , l I Z ~ 1 CURB, COMPACT TO A DENSITY OF NO LESS THAN 95X \ I I a I, OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
/ \ _ _ ~ f 1 ~ ~ , I ~ \ t I f I. ~ DETERMINED 8Y AASHTO METHOD T99. FILL MATERIAL
I . ~ . ' ! ; ~ ' SHALL BE PLACED IN LIFTS OF 8 OR LESS OF
~ ~ i _ ~ I / ~ • i I UNCOMPACTED SOIL. ~ ~ ~ ~ , 1 4 ~ i I I ~ I ~ OTHER FILL MATERIAL SHALL BE COMPACTED TO A
-4~ - ~ a ~ / ~ ~ ~ i I ~ IPS ~ DENSITY OF NO LESS THAN 909: OF THE MAXIMUM I - ' I ~ STANDARD PROCTOR DRY DENSITY AS DETERMINED ~ ,
N ' ( ~ ~ e % 1 1 ` I ,I 1 ~ , 11 \ H T99, BACKFILL MATERIAL SHALL ` A ~ ~ 1 ~ \'`i, BY AASHTO MET OD I
~ I ~ o i j 1 3 ' 40 BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED ' ~ I I ` ' EX' SEWER SOIL.
~ N. i ~ ~ ~ SA I I ESMNT. ' , r
~ ~ ~ ~ ~ l Z A C,
\ ~ a. o , ~f ~ I I 1 ° ~ ~ y . ~ ~ I
~ ~ ~ ~ . l ~i ~
't . ~ , ~ ~ , _ _ ~ ~ S~ ~ h p; ~ ~ y y 1 ti , ~ti ~ 32
\ , ~ .0 ~ _ ~ , . I ~
~ ~i I ~
~ \ ~ i I ~ ~ 1 ` ~ i ~ w ' I 91tlIP NOTE.' J / r ~ I to°aaa Nx~lt
, ~ ~ , , ,,~1 'L . ~ ~ l + i;f~,Q '?P ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND x ~ ~ ~ ~
, f ~ w ~ t~ 17 I i ~ f 3 ~ l ~ ~ ~~'y.>•••. ~ WHERE APPLICABLE. ~ / ~ , y,; ! ~ e~ ~Q _ ~ 1,~ SPECIFICATIONS OF THE TOWN OF GARNER
_ ~ ~ o 19 i • r ~ ~ , ~ ~.•••OF~ "~I~'•~' ~ ~ ~ ITV OF RALEIGH / ~ , i ~ q ; - ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE C ~ ~
~ ~ ~ , Y~~} ~V ~ a ~ ~ V'r 'V ~ i ~ I w ~ I ~ r STANDARDS AND SPECIFICATIONS, _ SEAL
• " r ~ ~ ~ ~ ~L~ ~ ~ ~ ~ ~ ~ t ~ ! i 19793 = PRIOR TO CONSTRUCTION, i % ~ - ~ i' i' % i CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
,.e. ~ / ~ e _ 18 p t i i ~ ~ t^~ 'yam IGH - , ~ l / ; ~ Q ~ ' r - / i ~ ~ ~ 1 1 s ' -'Q ; AT N A80VE AND BELOW GROUND OF ALL j ~ ; ~ , y ,•'tiC ~ ~ CONTRACTOR SHALL VERIFY THE LOC 10 ( J
G- i I X , ~ p ~ I / ~ ~ l ~ ~ ~ ~ _ ~ ~ ~ ~ I N IN T IF NECESSARY , ~ ' 34 ~ / ' ~ ; ~ EXISTING UTILITIES PR10R TO CONSTRUCTION AND COORD A E
~ / , ~ r r ~ 1 / k~eREY B TOWJE S, JR. <<, LL THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORTY.
~ ~ ~ 9~ 1J (f _ ~ ~ r Sl \ ~ ( x ~ / ~ ~ 43 ~ ~ ~ , ~ 1`- ~ r' i j De, 89 , PG 56 G~o~ ALL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO
r- ~ F 11 ` y I f ~ _ ~ ~ i ~ ~ ' ~ ~ ~ MMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL BE APPLIED FOR l r r ~ i S~I2K CO f 1 ~ ~ ~ °Y AND OBTAINED FROM WAKE COUNT.
.i y / / f ~ ~ NOTES:
l~ ~ ~ ~ I / I , NTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER AND lNE CITY OF CO y 1. APPLICABLE DOCUMENTATION THAT THE APPROPRIATE APPROVALS RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
\ ~ I ~ r HAVE BEEN GIVEN FOR THE STREAM CROSSING TO ACCOMMODATE CONSTRUCTION, ALL WATER AND SEWER CONSTRUCTION SHALL BE AS PER
fi ~ r CREEK COMMONS AVENUE MUST BE SUBMITTED TO THE TOWN CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. OF GARNER PRIUR iU CONSiRUC11UlJ DRAWING APPROVAL,
42 ~ ~ ~ r I ~ I ~ I i' i `
~ _ , r f" " , ~ 2. A MAINTENANCE PLAN WILL BE DEVELOPED FOR ALL BEST ~ / ` ~ ~ 1 ~ MANAGEMENT PRACTICES BMP's INSTALLED TO ACHIEVE LOCATJON, QUANTITY, AND PLACEMENT OF DRAINAGE ; ~ ( )
~ \ ~ ~ ~ ~ - ~ NITROGEN LOADING AND OR FLOW ATTENUATING REQUIREMENTS ~ ~ ' l PIPES AND EROSION CONTROL DEVICES MAY VARY
1 ~ f 64 ~ / ~ \ i _ I / i I ~ , ` + ~ % " ~ ~ ~ ~s--' AS PART OF THIS PROJECT INCLUDING LEVEL SPEADERS. ;i ~i / TO BETTER CONFORM TO FIELD CONDITIONS.
~ I l ~ , r~ I i r ~ ~ ~ ;
~ ~ f I i , ~ G / ~ _ i ~ ~ , l , r r ,vl ~ ; ~ / l wj ~ i' SITE DATA OWNER DEVELOPER:
I ~ ! ~ r ~ r r 1 r , NOTE. ~ O r~ r ~ r j WILCO PROPERTIES
i ~ ~ ! ~ iV ~ ~ ~ ~ ~ ' i / N / aj w ~ - P.I,N. 1711,11-66-5846 WHEN BACKFILLING UNDER A UTILITY LINE, N ~ 1711.11-66-3534 1708 TRAWICK ROAD PLOWABLE MATERIAL SHALL BE USED.
~ 37 w j ~ ~ 1 ~ i 1 ~ i / ~ % X65 it ~ l w~ y ~ ~ SUITE 209 1711.11-67-4139
~ f ~ / ~ / , ; ~ ~ i 40 i r fw ~ i` iy RALEIGH, N.C. 27601 j -ZONING; R-9 PHONE: [phone]
`v ' , 38 j ~ i ~ ~ ~ ~ i 9 j j 1 ? ~ , i ~ ~ ) /a ~ I -TOTAL TRACT SIZE = 14.93 ACRES FAX: [phone]
t i ~ a y ~ ~ ; ~ , ~ i ~ ~ ~ ~ , , ,w i ' w ~ ~ ' - N0. LOTS = 47 ;
~ ~ i' j I~ i ~ i i ~ ~ 4 ~ ! ~ i~ - - 14 AC. ` i I , AREA IN RAW - 3. i ~ / I _ SNE~ 2
/i , ; -AREA RE4UIRED IN OPEN SPACE - 1.49 ACRES (;(f P-SB-~4-~2
\ ~ 1 f ~ ~ t I X66 ~ u. - ~ LEGEND -AREA IN OPEN SPACE = 1.80 ACRES i ~ / -AREA IN LOTS = 10.29 ACRES
~ / r / j ~ / ~ i i„ j ~ ENERGY DISSIPATOR -AVERAGE LOT SIZE = 0,219 ACRES
1 ~ w m w w~ w w w~ y w i w w~ W w j w ,y~ y/'~ ~ ,N w,~~ 1 I Ui l 11 l ~ ~ ~ ~ GRAVEL DONUT -MINIMUM LOT SIZE = 0.207 ACRES
w `J' w wl •Y / ~ ' ~ i _ _ _ ~ _EIP w ~ ~ ~ , i i . ~ n ~ ~ ~ i E ~ ,I PROTECTION -LINEAR FEET OF STREET =2516 L.F.
~ ,45 W ,%34~ . ~ ~ N $5 ~ I ! ~ ~ ~ I - , . i ~ ~ SEDIMENT BASIN -TOTAL DENUDED AREA ~ X14.00 AC (incL Spoils Aroa)
- ~ , ~ - ( ' ' I Y HIS OFFICE ~ I -BOUNDARY INFORMATION FROM A SURVEY B T 1 ~ CURB INLET ST. MARY'S TWP, OWNER: WILCO PROPERTIES
1 ~ ! n ~ ~ Z'~ 1 ~ i~ r ~ l l del 6 . ~ . ~ • ~ - Tnan wFnRMATION FROM WAKE COUNTY TOPO MAP.
y6 ~ ~ . NORTH CAROLINA ZONED R-9 ~ WAKE CO
SGHOOLECTIGNACR~S 2 %S FLOW DIRECTION - SETBACKS: O FRONT;25' THOMPOW, CIATES ~t .L S#t A tN( ROAD
5 5 50 1 0 7 8 1959, PG 35` Q -X SILT FENCE BACK: 25 153 ! 4 15 2004 DRAWN RIS JOB NO. E04-005 04/15/2004
15 PRESERVED TREE OVEREp j i 00 HOLLY SR"GS•,,-N:C 7504 DATE C (9b9}57 r '0tl0
AREA, /AREA TO RE NATU L. S. - TREE LEVEL SPREADER PROTECTION FENCE CORNER SIDE: 20 - A SIDE: 10 FAX'9'~~d~ 577-j6609 SCALE 1" = 50' SURVEYED REH DRAWINg: AP3-maeegrode
SCALE 1"- 50 AND UNDISTURBED (.3 1711.11-87-4130 1711.11-66-5846, REVISIONS 5/21/04 PIN 171.11-ee-3534
d 1 i ~ j ~
a 3

1 i i
i
k
STORM DRA SCHEDULE STORMWATER MANAGEMENT FOR STROMWATER RELEASE POINTS f E
PIPE TYPE SIZE LENGTH INV. IN INV. OUT SLOPE D.A. Q10 V10
A RCP 24 N44' 275.70 275.40 0.68% 4.89 ac. 17.33 cfs 6.47 fps FOR THE 7 YEAR STORM EVENT USING THE i r
B RCP 18" N105' 276.40 275.80 0.57% 1.39 ac. „ RATIONAL METHOD: Q= C x I x A C RCP 15 N24 276.80 276.50 1.25% 0.16 ac. ~ ~
D RCP 15" N27' 276.70 276.50 0.74% 1.15 ac. I
1 2 3 4 5 6 7 8 E RCP 15" N67' 277.60 276.80 1.19% 0.75 ac. DRAINAGE RUN-OFF INT N I 9 10 11 I
„ RELEASE POINT E STY FLOW Q,Po~c Q~P09t FLOW TO BE REQUIRED Q~Po~c STORAGE F RCP 24 N27 278.00 275.80 8.15% 3.37 ac. plpE AREA (AC.) COEFFICIENT (IN/HR) (CFS) DETAINED CFS STORAGE CF DEVICE GE EFFECTIVE Q MAX. ALLOWABLE Q SIZE OF HOLE IN STEEL PLATES ,poll ,PG~t NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR
# ( ) ( ) E STORAGE (CF) OUTFLOW (CFS) ®END OF DETENTION PIPES (IN) WITH 0~ SLOPE. PLACE MATTING. LEVEL SPREADERS
G RCP 24" N42 281.70 278.20 8.33% 3.25 ac. A 2.73 0.55 4.46 6.70 - - - - s.7o - TO BE CONSTRUCTED AFTER SILT BASINS ARE
H RCP 15" N28' 283.70 281.90 6.43% 0.36 ac. „ „ M 6.02 0.58 4.18 14.59 7.36 3,034 (2) 60 CMP ®78 L.F, e~ ® 78 L.F, each 3 062 7.23 - REMOVED AND DITCH LINES ARE STABLE.
I RCP 15 ^'52 286.00 283.90 4.04% 0.18 ac. LEVEL SPREADER TO BE OUTSIDE NEUSE RIVER k
J RCP 18" N106' 289.00 281.90 6.70% 2.45 ac. TOTAL 21.29 CFS 19.63 CFS TOTAL 13.93 CFS BUFFER AREA. i
K RCP 15" N29' 290.20 289.20 3.45% 0.40 ac. I NATURAL GROUND SLOPE 50' FROM s
L RCP 15" N98' 296.00 289.20 6.94% 1.14 ac. BANK OF STREAM (STREAM BUFFER)
M RCP 30" N36' 265.90 265.70 0.56% 6.02 ac. 20.92 cfs 6.62 fps
N RCP 24" N89' 272.60 266.10 7.30% 3.17 ac. 1. RUN-OFF STORMWATER WILL BE DETAINED AT THE OUTLET „ OF PIPE M. i
0 RCP 15 N 175 279.20 272.80 3.66% 0.17 ac. FIBERGLASS
P RCP 24" N27' 274.20 272.80 5.19% 2.87 ac. 2. AT THE OUTLET OF PIPE M A JUNCTION BOX WILL BE i MATTIN s R. - - - - - <109' '
R P " N INSTALLED. THE (2) 60" CMP'S WILL RUN OUT OF THIS BOX IN A Q C 18 95 275.70 274.40 1.37% 2.55 ac. ~ , „ 26 DRAINAGE EASEMENT. EACH OUTLET OF THE 60 CMP S ~ 0.6- -
R RCP 15 N16 276.50 275.90 3.75% 2.12 ac. HAS A STEEL RESTRICTOR COVER PLATE. MIN. 6.,1 i
S RCP 15" N22' 277.50 276.70 3.64% 1.69 ac. WITH A 13.70 INCH DIAMETER HOLE TO ENSURE A MAXIMUM i
T RCP 15° N 18' 277.90 277,70 1.11 % 1.26 ac. ALLOWABLE RELEASE RATE OF 2 x 3.615 cfs = 7.23 cfs. ( ) BURIED ~ 6" MIN.
U RCP 24" N29' 266.30 266.10 0.69% 2,77 ac. 3. THE REQUIRED STORAGE CAPACITY FOR THE PIPES FOR THE 1 YEAR i
V RCP 24" N51' 271.50 266.50 9.80% 2.51 ac. 6.87 MINUTE STORM WERE CALCULATED AS FOLLOWS:
W RCP 1 " N24' 27 .0 71.7 1. % .34 7.36 cfs x 6.87 min. x 60 min./sec = 3,034 cf 8 2 0 2 0 25 2 ac. i
X RCP 18" N116' 276.30 272.20 3.53% 2.08 ac. 4. THE REQUIRED DIAMETER FOR THE OUTFLOW WAS CALCULATED AS VARIES VARIES
Y RCP 18" N61' 278.80 276.50 3.77% 1.96 ac. FOLLOWS: 3
Z RCP 18" N66' 284.00 279.00 7.58% 1.83 ac. /8 Qxn TYPICAL SECTION OF LEVEL SPREADER
' Al RCP 15" ^'24' 285.00 284.20 3.33% 0.15 ac. REQUIRED PIPE DIAMETER; D = 16 CONSTRUCT TH LEVEL LIP ON UN ISURBED SOIL TO
81 RCP 15" N 124' 291.00 284.20 5.48% 1.34 ac. 3 E D 1 UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH
1 RCP N 294.50 291.20 3.30% 0.90 ac. / C 15 100 3.615 c f s x 0.013 8 OF THE SPREADER. PROTECT IT WITH AN EROSION-RESISTANT MATERIAL, SUCH AS FIBERGLASS MATTING, TO PREVENT
„ N ~ D = 16 x D1 RCP 15 24 295.00 294.70 1.25% 0.45 ac. EROSION AND ALLOW VEGETATION TO BECOME STABLISHED. L
„ N 0.005 E1 RCP 15 78 294.30 291.20 3.97% 0.18 ac. THE MATTING SHOULD BE A MINIMUM OF 4 FT. WIDE EXTENDING ' 6 INCHES OVER THE LIP AND BURIED 6 INCHES DEEP IN A
VERTICAL TRENCH ON THE LOWER EDGE. THE UPPER EDGE ~
D = 13.75 in. ~ USE 13.70 in. SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE
ENERGY DlSSlPATOR SCHEDULE STAPLES AT LEAST 12 INCHES LONG.
STEEL PLATE ® END DISSIPATOR OUTLET V10 a W 050 STONE MIN. LINING of so" cMP's
FPS (FT.) FT. SIZE IN. THICK. IN.
Q Q D1 6 6 18 CLASS 'B' STONE LIGHT A (24) 6.47 12 ( )
r DISSIPATOR
D 1 6 18 CLASS 'B' STONE LIGHT o 0 2 M (30) 6.62 20 5 ( ) ° ° ~ m
USE SPECIFIED STONE FOR EROSION CONTROL ~1-NATURAL GROUND
PLACE DI5SIPATOR AS PER DETAIL SHOWN ON r
EROSION CONTROL DETAIL SHEET 11 WITH REQUIRED UNDERLINER ^o ^o
~ ~ co
a, ~ II o ~ ~
CUSTOM SEDIMENT BASIN SCHEDULE
II o ~
SEDIMENT DRAINAGE WEIR LENGTH LENGTH WIDTH DEPTH EFFECTIVE ~ ~ W ~ W
BASIN N0. AREA AC. FT. FT. FT. FT. STORAGE CF ~ I_ U J Z
1 4.98 12 66 34 5 8,976 ~ _ • , 272 - - ~ - - ---t- a ~ - - . - i - - 272 N ~ Q cD Z ~
2 8.34 14 80 39 6 15 600 ~ ! t _ ~ F_ k_1 ~ ~-1 y i ~ t f-~- --i-~ II W F- U Z
~ ~ _ 270 W
BASINS TO BE CUSTOM BASINS. 270 ~ ~ ~ T T CLEAN ONCE EVERY YEAR, AS REQUIRED OR AS NEEDED ; ; ~ ~ ' i. - ! _ : ~ _L__ ~
INSPECT BASINS AFTER EACH RAINFALL EVENT ~ i I i I I ~,__I 268 I-- aa, ; . -I. I r__. ~_-i _ ~ 268 NATURAL GROUND
DEPTH INCLUDES 1 FOOT FREE BOARD VARIES
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED - ~__r_ ~ ~ _~..I i _.1_'~~~~`~_~~' 266 I - _Mi ~ ~ -r--+- t-°-r_ . . _ ~--..4. -
TOWARDS AND INTO A SEDIMENT BASIN PRIOR TO ~ --7 2ss ! i LEAVING THE CONSTRUCTION SITE --1 r ~ ,
FOR DETAIL SEE EROSION CONTROL DETAIL SHEET 11. _ ! I _ 264 - - a - ~ - ~ ~ ~ ~ j I a ~ 264
I I PLAN VIEW OF LEVEL SPREADER
-1---t- I , , W/ SLOPES < 10X
262-; ; ~ ~ ~ ~ ~ , i ~ .2 I ! CURB INLET SCHEDULE I ~ ' ' _ . ~ _
~ ~ a 1- ~ t ! r. i _ ~ ~ CI~j1 STA. 13+62 16' LT. CREEK COMMONS AVE. CI#13 STA_20+71 16' LT. CREEK COMMONS AVE. CI~J25 STA_20+50 14.5' LT. MUIRFIELD RIDGE DR. 2601- ' ! i- ~ I }--I u•-; ~ ~ 260 PROPOSED LEVEL SPREADERS FOR RELEASE POINTS
CL ELEV. = 283.91 CL ELEV. - 271.90 CL ELEV. - 283.53 ! ~ ~ ~
LB.O.C. 284.12 T•B.0•C. = 272.08 T.BA.C• = 283.74 _ i . ~ L ~ i _ , _ ~ r , g ~ ~ ~ , INV. IN (18" RCP do 24" RCP) = 275.80 INV• IN 24" RCP (2) = 266.10 INV. IN 18" RCP = 279.00 25 ' ~ ' ! _ i ~ I - f t F ~ _ t_ RELEASE PIPE D.A. 10 SPREADER LENGTH
INV• OUT 24 RCP 275,70 INV, OUT 30 RCP - 265.90 INV. OUT 18" RCP - 276.80 ~ ~ ' - , j ~ f I i A 4.89 a.c. 17.33 cfs 225 Lf. L.S. 1
i i i I i CI 2 STA. 12+56 18' LT. CREEK COMMONS AVE• CI 14 STA. 19+78 16' LT. CREEK COMMONS AVE. CI 26 STA. 19+73 14,5' LT. MUIRFIELD RIDGE DR. ! ! i i ~ ~ ~ ~ I M 6.02 a.c. 20.92 cfs 272 I.f. L.S. 2
~ ~ ~ 256 . ~ , : _ 256 CL ELEV. 280.91 CL ELEV. = 278.64 CL ELEV. = 288.89
T.B.O.C. ¦ 281.09 T.B.O.C. = 278.82 T.B.O•C. = 289.10 INV. IN (15" RCP dt 15" RCP) = 276.50 INV• IN 15" RCP = 272.80 INV. IN 15" RCP (2) = 284.20 LEVEL SPREADER LENGTHS ARE BASED ON THE POST-
INV. OUT 18" RCP) 276.40 INV, OUT 24" RCP = 272.60 INV. OUT 18" RCP = 284.00 DEVELOPMENT Q10 DISCHARGE AT THE RELEASE POINTS.
CI~3 STA. 12+30 16' LT. CREEK COMMONS AVE. CI#15 STA. 18+00 16' LT. CREEK COMMONS AVE. CI~27 STA, 19+73 14.5' RT. MUIRFIELD RIDGE DR. 13 FEET OF LEVEL SPREADER FOR EVERY 1 CFS FLOW . ( ) SPREADERS MUST BE LEVEL AND IN A 20' PRIVATE
CL ELEV. 281.09 CL ELEV. - 283.61 CL ELEV. - 288.89 DRAINAGE EASEMENT, MAX. LENGTH TO BE 300 L, F,
T,B.O.C. = 281.27 T.B•O.C. = 283.79 T•B.O.C. = 289.10 RATIONAL METHOD (Q=CxIxA) WAS USED FOR CALCULATING
INV. OUT 15" RCP) = 276.80 INV. OUT 15" RCP = 279.20 INV. OUT 15" RCP = 285.00 THE DISCHARGE FOR THE 10 YEAR STORM EVENT.
CI~4 STA. 12+56 16' RT. CREEK COMMONS AVE. CI#16 STA• 19+78 16' RT. CREEK COMMONS AVE. CI~28 STA• 18+46 14.5' LT. MUIRFIELD RIDGE DR.
CL ELEV. 280.91 CL ELEV. 278.64 CL ELEV. = 295.89
T.B.O.C. ¦ 281.09 T.B.O.C. = 278.82 T.B.O.C. = 293.10 INV. IN (15" RCP) = 276.80 INV. IN 18" RCP = 274.40 INV. IN 15" RCP (2) = 291.20
INV. OUT 15 RCP 276.70 INV. OUT 24 RCP = 274.20 INV. OUT 15 RCP = 291.00
CI~5 STA. 11+78 16' RT. CREEK COMMONS AVE• CI#17 STA. 18+BO 16' RT. CREEK COMMONS AVE• CI(~29 STA. 17+42 14.5' LT. MUIRFIELD RIDGE DR.
CL ELEV. ¦ 282.37 CL ELEV. = 280.77 CL ELEV. = 299.52 E
T.B.O.C. ¦ 282.55 T.B.O.C. = 280.95 T.B.O.C. = 299.73 INV. IN 15" RCP = 275.90 INV. IN 15" RCP = 294.70
INV. OUT 15" RCP 277.60 INV. OUT 18" RCP = 275.70 INV. OUT 15" RCP = 294.50
Cl~j6 STA. 13+62 16' RT. CREEK COMMONS AVE. CI;µ18 STA. 18+64 16' RT. CREEK COMMONS AVE• CI;Ij30 STA. 17+42 14.5' RT, MUIRFIELD RIDGE DR.
CL ELEV. ¦ 283.94 CL ELEV. = 281.06 CL ELEV. = 299.52
T,B,O,C. ¦ 284.12 T.B.O.C• = 281.74 T.B•O.C• = 299.73 INV. IN (24" RCP) 278.20 INV. IN 15" RCP 276.70
INV. OUT 24 RCP = 278,00 INV. OUT 15' RCP = 276.50 INV. OUT 15" RCP = 295.00
CI~J7 STA. 10+42 14,5' RT. MUIRFIELD RIDGE DR. CI 19 STA. 18+48 16' RT. CREEK COMMONS AVE. CI~31 STA. 10+58 15' LT. CONSTRATA COURT
CL ELEV. 287.06 CL ELEV. 281.49 CL ELEV. = 298.82
T,B.O.C. 287.27 T•B•0•C. = 281,67 T.B•O.C. = 299.00 INV. IN 15" RCP do 18" RCP = 281,90 INV. IN 15" RCP = 277.70
INV. OUT 24" RCP ¦ 281.70 INV• OUT 15" RCP = 277.50 INV. OUT 15" RCP = 294.30 ,t'lll!!tllltlryll/'
CI{~8 STA. 10+57 14.5' LT. MUIRFIELD RIDGE DR. CI#20 STA. 18+30 16' RT. CREEK COMMONS AVE. t ~Q~OI ire,
CL ELEV. ¦ 287.51 CL ELEV. = 282.14 ~ n*s ~ r FF,~SI,,. •;9 0 Y ;
T.BA.C. ¦ 287.72 T•B.0•C. = 282.32 INV, IN 15" RCP = 283.90 ~4
INV. OUT 1S" RCP ¦ 283.70 INV• OUT 15" RCP = 277.90 ~EFI z 19793
CI~9 STA. 14+52 16' LT. CREEK COMMONS AVE. CI#21 STA. 20+81 16' RT. CREEK COMMONS AVE.
CL ELEV. 290.01 CL ELEV. 270.90 C1 N~
T.B.O.C. ¦ 290.19 T.B.O.C. = 271.08 INV. IN 24" RCP = 266.50
INV. OUT 15" RCP 286.00 INV• OUT 24" RCP = 266.30 ~lhn !
CI~10 STA. 11+50 14.5' RT. MUIRFIELD RIDGE DR. CI;~22 STA• 22+42 14.5' RT. MUIRFIELD RIDGE DR.
CL ELEV. 294.08 CL ELEV. = 276.33 l9 s ~ o~ SHEET 3 ~ CUP-SB-04-02
T.B.O.C. ¦ 294.29 T.B.O.C. = 276.54 INV. IN 15" RCP (2} ¦ 289.20 INV. IN 18" RCP = 271 JO
INV. OUT 18 RCP ¦ 289.00 INV. OUT 24 RCP = 271.50 OWNER/DEVELOPER:
CI~11 STA. 11+50 14,5' LT. MUIRFIELD RIDGE DR. CI#23 STA• 22+42 14.5' LT. MUIRFIELD RIDGE DR. OR ES F HEDUL I P P R I PRELIM! ARY RAINAGE SC W LCO RO E T ES N D
CL ELEV. 294.08 CL ELEV. = 276.33 1708 TRAWICK ROAD
T.B.O.C. ¦ 294.29 T.B.O.C. = 276.54 INV. IN 18" RCP = 272.20 SUITE 209 RALEIGH, N.C. 27601
INV. OUT 15" RCP 290.20 INV. OUT 18" RCP = 272.00 PHONE: [phone] ST. MARY'S TWP. OWNER; WILCO PROPERTIES
CI#12 STA. 12+50 14.5' RT. MUIRFIELD RIDGE DR. CI#24 STA. 22+21 14.5' LT. MUIRFIELD RIDGE DR. I•AX; Wyly) Z5U-bUIU
CL ELEV. - 301.89 CL ELEV. = 280.35 T.B.O.C. - 302.10 T.B.O.C. = 280.56 THOMP CIATES WAKE CO. NORTH CAROLINA ZONED R-9 „r
INV. IN 18" RCP - 276.50 N l THE TOWN OF GARNER HAS SPECIAL DEVELOPMENT 153 H& ROAD
INV. OUT 15" RCP - 296.00 INV. OUT 18" RCP = 276.30 HOLLY SFRl'RMGft. C `27504 DATE 04/15/2004 DRAWN RIS JOB NO. E04-005 STANDARDS THAT APPLY TO SINGLE FAMILY HOMES; (s8~,577; ~30e
PLEASE REFER TO SECTION 6.8 OF THE UNIFIED FAX'18,18) 577-0609 SCALE 1" = 50' SURVEYED REH DRAWING: AP3-ECPc
DEVELOPMENT ORDINANCE. REVISIONS 5 21 04 PIN 1711.11-67"4139
1711.11-86-3534

i {
w~~wn~~~
• ~ „ j
LINE TABLE
, ~ ~ ~ ~ LINE `LENGTH BEARING ,
L1 4.39 S7T46'05"W D ~0
I r' i ~ - ? oz w~ - ~ ~
. ~ i,.,•~' MEN z~ S1TE h'q
. N/ ~ ~ q( ' D
~ ~ _ - . y CURTISS DR _ _ r
J ~ ~ ~ gP .,'~g'~NK . . ~ ~ ~ - BANK 70 p 0f 0 ,
pF TOP OF ~ - f EX. BANK ' . ~ ~ q 50
~ '.,COQ SS MH } ~ ~ _ _ _ r • -.r. r ~ ~ ~ ~r.,u
,n r S EX. 18" SA P" ( , 18" SANITARY ~ -
~ NITARY $ N ~ ~ n II .r. s + .r VICINTY MAP P o EWER EX, r, ; , ~
SS ~}-C ` ~ ~ 0 (NTS) ~ :'f g~, ROBERT LEWIS CREECH G
2 ~ n /i m it' PEORIA P. CREECH J 111 f DB 2849, PG 695 / Q~
~ a~` / rnnn~. . ~ n n a / 50 „ li y ~nn...un¦..n ~ ~ /
_ _ . ~ y W Y. y y y H' , ~ i,,• /
o ~JJ••^ ""n JE' ' y ~Y i
_ S . C."HOMER CREECH ~C, AL. , - EX. W- ~ ti W y ~ ~
, , O~ 2H28, PG 395 SS,,Ih~'"", EN 3 7~ 56 yo , AGE lfl ~ /
~ , 20 R~ RAIN.,-~°'' y N ! RtVAYE ~ N ~ /
E i ~ 1 ~ ' 1 ' 2O ~ y y / ~ y "d PRESERVED FiE' ' O'~ ' ~ / NO I E.'
I ~ ~ ~ ~ _ _ ~.5 - - ~ ' ~ y ~cbuEREO ARE aN ~ t / ALL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND OPEN SPACE E
~E _ g 5 ~ ~ ' 4 ~ . ~ , . y 0.25 ACRES y ~ ~ ~ / T F ARN R WHERE APPLfCABLE. ~ ~ ~ ~^AREA tp REMAir~_ ; / GATE VALVE FOR 8" WATER LINE SPECIFICATIONS OF THE OWN 0 G E
;r ~ - _ I P s y a NA~rwRA~ 'y TO BE WITHIN PAVEMENT. BLOW OFF T N W R C N TR CTION SHALL CONFORM TO THE CITY OF RALEIGH r 6 ALL WA ERADSEE 0S U ,r y y y ASSEMBLY TO BE OUTSIDE PAVEMENT.
- ~ ..4. CC-"CREEf~'" ~ + P ~ , ~ , y y y y y STANDARDS AND SPECIFICATIONS, BLOCK AND ROD VALVE & BLOW OFF
5 5 , _ r., ,g ~ , ~ _ y~ y +Ny y y W a ~ ~ ~ y ~ ~ AS REQUIRED, ALL PLACEMENT, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TD CONSTRUCTION. a y
/ , ti , ~T ~ LOCATION AND MATERIALS AS PER THE , y CONTRACTOR SHALL t/ERIFY THE LOCATfON ABD~E AND BELOW GROUND OF ALL w y ~ ~ CITY~OF RALEIGH STDS. & SPECS,
t W W W Y W W W bnA1N 3 1W,, )R ' y EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE !F NECESSARY
t, ' ~ THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. R ` f ' ~
I` N j U6 . , 9~~~ O ,6 N A~~ N ~~~";Y- a + ' ~ AlL REQUIRED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED PRIOR TO r , NS ,
0 ~ ~ ~ ~ M 1 K „ W ~W W'+~ W S~~o W W W W W W' W Q W W E 't . ; ~ W ~ 4 ELEANOR P. STEVENS , COMMENCEMENT OF CONSTRUCTION. A GRADING PERMIT WILL 8E APPLIED FOR W M~y3 'e' i HOCUTT STEVI~NS AND OBTAINED FROM WAKE COUNT
J ,8/ ~S W W,' W W W l'y. W'~ W~. W W W W W W'' WV'~ W.....y W '../'ry bW~ DB 1807, PG 142
• N c W . ~ _ . _ _ ~ X ter;-•~'~ ~ BM 1976, P,G 243' CONTRACTOR SHALL OBTAIN A COPY OF THE TDWN OF GARNER AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS TO USE AND REFER TO DURING
s ~ W W ~ g4 W-' W W W i W ,G W W W W ~"'W W W' W W W W „W y, a ~ ~ MH W W W W ,w ' .Pf2ES~R~ED WTRE~, ' y WER W W W W W W W 'M. W' J° .y. y~ i.; ~ A~ SE. B•~'' ~ ~ ' TI N. T R N TRUCTION SHALL BE AS PER - - , , / CONSTRUC 0 ALL WA ER AND SEWE CO S SEWER F'',, . ,
,r fCV ^ , CQU~ D ~pEA NDW IP 7 W W W W W W W 4 i W.+".: W-..~.'. j- J W W W W W W..~.'' ,1V ~ '.r I ~ ' i C ~ D J ~ C1PEN-SPACE AREA.., ~ ,~,,,rr•~-r 3 ~ 1.~~; _ 8^wl,, SAN E e~-,, , x 9~ ~ CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. ~~P i ~ t y a, i
W .4 W: W W W W W W W ~p~ ' ' =f" ~ fi" 0.93 ACRES ~:~wl•~ W W W W W W t L r~Y W W Q~ W M+' W W W W W- y~ ~ W ~ • ~ _ a y~,, , N 1
~ ~ 5 / _ P : A'~EAwTO ~EMA~N _ . e :i ~i W ~W '.W W ~Y S' W W18 W Q~ W W W W W W „~Q~, NAl`1JRAir ~ IY1 APP ° / >n` ~ ~ .a v • ? ~ THE TOWN OF GARNER HAS SPECIAL DEVELOPMENT
~ / W W W W ~Y W W W ~~•W W W W W - W W' W W'" W W W W "y 8 ~ ~ ~ I ~ BANK ~ p,,~" . _ a {g W YVE~7 ~ipP ~ .,s WT W.'f~ W W W W W W W W W ~W ~W- W W ....W W W. W W W W y_r ai~' " " N 'A STANDARDS THAT APPLY TO SINGLE FAMILY HOMES'
56 ~ ~ _ ~ ' W W W W W W W W W W W. W W~ W W W W r .i PLEASE REFER TO SECTION 6.8 OF THE UNIFlED ~ ~ ~ ~ ' / DEVELOPMENT ORDINANCE. ~ ~
~ EX. DRAINAGE EASE z , , , (O~. ~s W - W ,.w.° _ ~ ...y W'.. . ' ' . '...f .W ~W W. W W W W W W W W.' W ~ I r' SEWER ~ ~ N. a w d r • ' 4 ~
1 ~ a'_ p1P t .~"i p I K . g a ~ r HAZEL P ERCE C00
~3 . 6 : ' vn. 05 ~ ~ JAMES R. COOK ° ~ r ; DB 1854, PG 437 UTILITY NOTES
; - s ? FIRE HYDRANT ASSEMBLY. - s BM 1976, PG 243 PROPOSED LINEAR FEET IN SIDEWALK = 5,049 L.F. 25,245 SQ.FT.) J
1~ _ _ . 8 w~.----~•• _ ~ i/ ALL WORK, MATERIALS, PLACEMENT PROPOSED LINEAR FEET IN STREET = 2,516 L.F. - ~ ~ ~ ' ~ PROPOSED LINEAR FEET IN 8" DIP WATER LINE = 2,377 LF,
w. a : B^w~ ~ ~ ' iy AND LOCATION SHALL-BE AS PER , i ~`,'1~ , ~ 9. , ~.i'''~ CITY OF RALEIGH PUBLIC UTILTY' f TIE PROP, 8 DIP SAN, SEWER PROPOSED LINEAR FEET IN 6" DIP WATER LINE _ X249 L.F. t INTO EX. SAN. SEWER MH
1 a ' ,r,,: •F" . , ; :li STANDARDS & SPECIFIACTIgNS 1 EX. `RIM 265.08 PROPOSED LINEAR FEET IN 8" PVC SANITARY SEWER LINE _ X784 L.F. 28 , ° ~ $ ° ~ PROPOSED LINEAR FEET IN 8" D.LP. SANITARY SEWER LINE = 1,251 L.F.
EX. INV - 258.82 P P ANITARY WER FOR PROJECT = 11 750 GPD 26 ~ RO OSED S SE
9 nn : I ~ y (FLOW BASED ON 3 BR/LOT x 47 LOTS x 250 GPD/3BR) h ~ k . R s~N7. ALL PROPOSED MATERIALS SHALL CONFORM TO THE STANDARDS
~ { i , ' yam..--~ ' ~ ~ ~ ' ~ ~q ~ 1 ~ W W" W- W,~RE`SERVEp TREE W ~~c~t. ~ , ~ ~.10 : _ 0' SANItA~`~ r Q~ ~ AND SPECIFICATIONS OF THE CITY OF RALEIGH AND ITS
a " ~ ~ ~ ~ 12 y~ !,s• . ~ EX. W W W "COVERED AREA .AND• W W. `W , W ` 4.„° E ' " ~ ~ ~ "DIP SAN. ~ ~ ~i2o ~.v. a MH~i ; N o PUBLIC UTILITY DEPARTMENT.
J" 57 w-OPEN SPACE" AREA W W 'W W . ~ , - + _ \ . ~y 0 31 ACRES.. y W ' ~ W ~ 13 ~ ,po ' ~ ~ Z " '1
, , ' ~ W W AEA T6 REMAIN ~ t REMQV~" EXL$TfNG- BLOW=OF W w ~ , w W W ~'.m w y ~ NATURAC_ _.4 ~ W~~ '.'a,
1~ 0 ~ ,As~SEMBLY.-AND EXTEND 8". W w W w W W W W ' ~ ` `.WATERLINE AS RE UIRED. _ ?
/
Z Q .1 W W W' 25 ; ~ ; GENERAL NOTES: ~ / ' c •0~ ~ i o °D ~ ' ~ ~m ~ , ti -ALL WORK AND MATERIALS SHA L CONFORM TO THE
Q - i m {L1 n A 6 ~ L j ~ ~ STANDARDS AND SPECIFICATIONS OF THE TOWN OF GARNER.
~ 47 ~ WN -
4 ~ ~ ~ 21 ~ ~ Ln CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 11 S N
' / 58 _ 23 • _ ~ 23 Z / o. CONTRACTOR SHALL VERIFY THE LOCATION (ABOVE AND BELOW GROUND) OF ALL ' - / EXISTING UTILITIES PRIOR TO CONSTRUCTION AND COORDINATE, IF NECESSARY, r p
, 9~ v' ..w..._~,,,~,_.. 1 ~ r FIf~E' ,HYDRANT ASSEMBLY: , . ~.w_....~__..~ ~ ' ' , ~ ALL Wb~K, MATERIALS, PIACEM~NT , m 3 ~ i THE RELOCATION OF ANY UTILITIES WITH THE APPROPRIATE UTILITY AUTHORITY. 0
9i v ~ ~ : _ _ AND LOCdfiIpN SHALL BE AS PER `1 i ,i / -A R F RIRT o, ~ LL EQU RED PERMITS FOR CONSTRUCTION SHALL BE OBTAINED P 0 0
1 1%„ `P , i 15 CITE OF RALEIGH-.•pUBLIC UTILITY a: ~ f:.:~: ~ ~ , N COMM N' T E CEMEN OF CONSTRUCTION.
' ~ ~ ` ~ STANDARDS & SPECi ONS. 9 / , a i ~ i f 0 , i ~ 24 _ ~ _ CONTRACTOR SHALL OBTAIN A COPY OF THE TOWN OF GARNER STANDARDS
~ I, ~ i?... 46 r MH 6 ~ m, • r ~ Z • ` . t F y AN P D S I TI N EC FI ATI N T A F RING CONSTRUC 0. C 0 S 0 USE ND RE ER TO DU
F ; : 59 / , \ ~ " „ /
J ~ . `fir. s / _ . , , ~ ~ A , ~ ~ y , ' • r` ~ 31 ao ti
- G~ ,9 y EX' EWER \ , O s L SAN. NT NOTE:
/ ~ G ~ . X 1_ _ ; T~' t, ~A D ~ P ~ y ESM WH N BA KFI LING UNDER A UTILITY LINE ~ 0 G y E C L ,
-1 _ ~ L MH~15~ - 16 , ~Q ~ ~ PLOWABLE MATERIAL SHALL BE USED. ~ Q \ ~ I' y
/ s. 1 20 :G ~ W / V
- -L : ~ J / 45 ~r o~ _ / - , '0 c ~ ly v J y ~
c ~ ~ , .h _ / _ ~ 0 4 ,
/ _ s. ~ . ~ ~ ~ ~ ~ ' s ~ h y
. ~ 1 ~ ' ~ ~ r` i 1~ I • ~ 1 y F
~ t ~ I - F ~ yf
~ / ~ 4.q° _ 17 ~ ` f ~ W X33
~ ° ~ t lJ _ _ 19'. J ' J / ~ t i ' MH~B yi ~ 111tir~h .~~s,'~ PUBLIC
/ ~Y ~ tf s 1 / y ~ . .r `o~•.••~ % ; SEWER COLLECTION EXTENSION SYSTEM ' ~ FIRE HYDRANT AS9'EMBLY.' y \~•,,~r`i~S1{%,~•,•~ S
i ! .ALL WOFi,K, MATERIALS, PLACEMENT W ~ ; r!r THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
~ AND LOCATION SHALL BE AS PER ! 7 V A f ~ EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ' SE L CITY 0~ RALE,IGH PUBLIC UTIIfTY r•'~ ? ~ ON THIS PLAN. THE MATERIAL CONSTRUCTION METHODS USED
' - 62 : ~ ~ STANDARDS ,dc SPECIFIACTIONS. Qj = 79793 ~ FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
~ / \ 'b r ~ ~ , ; ; UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS y` y ~ AUBREY-BURTd•N JENKINS, JR, •,9 •,~'~I ."~Q.•
' 1 4 ~ / ~ 43 ~ y r0 S 6886 PG 356, IVt `v: 34 Gj ~ CITY OF RA I H P TI I P MIT N LEG UBLIC U LIT ES DE T. PER #
„ i _ y` /r.
. MH ? . , r ~ ° ~ ~ ' CONSTRUCTION APPROVAL y I t
~ / ~s81.F . H~9 ~ ~ • 6 P , , DAT= S~ c
~ / ~ / ~ SEwF F pVC S~ ~ ~ y r I~~ " 'y :-y J r
'Ki - , 3~ • >°b~
~ ~ ' M~1~1D ~l 7 / ~ 42 _ e'v~ , t ~ PUBLIC IMPROVEMENT QUANTITIES: . PUBLIC y
~ ~ : ~ / , ~ 4 ;y . Phase Number(s) 3 WATER DISTRIBUTION EXTENSION SYSTEM
^1 / ~ y - . Number of Lot(s) 47 THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
~ ~J / ~36 ~ , ~ ~ y EXTENSION OF THE CITY'S PUBLIC WATER SYSTEM AS SHOWN r , ~ ~ Lot Number(s) by Phase 47
i ~ ON TH15 PLAN. THE MATERIAL CONSTRUCTION METHODS USED y Number of Units FOR THIS PROJECT SHALL CONFORM TO THE CITY'S PUBLIC
I i ~ ~ ' ~ ~ y ~ 4 UTILITIES HANDBOOKS' STANDARDS AND SPECIFICATIONS Lovable Bu~ld~n s 7
y. `I ' ' ! ' ~ Open Space? Yes CITY OF RALEIGH PUBLIC UTILITIES DEPT. PERMIT
„ ~ 41 ~ / ~ K:~;" y I w Number of 0 en S ace Lots 3
• , / ^1 37 (65 , r f W ,w` ~ ~ p p CONSTRUCTION APPROVAL 0 y ; I ~ Public Water (LF) 2,626
~J i 40 ~ y ~ Public Sewer LF 2 035 DATE
-'1'' ~ 38 ~ ~ ~ ~9 Public Street (LF) 2,516
y , y Public Sidewalk (LF) 5,049
~ ~ t r~ y 9 ~ ~ _ ' ° ' w d
J ~ ~ l~ W, ~ ~ STREET INSPECTION FEE: _ SHEET 4 CUP SB-04-02
1661 W ~J - , 2,516 L.F. x $1.00/LF. _ $2,516
' ~w~-'-!rW W r I W
W W W W ~ W W W W W -.W V W W ~ W ~ W W .~'W~ W ~W W W. 'Y 'Y ~ , W W W W W' W W W W ''o ' I
W ~345.5b'
~ N .85x`7;45 ,
1 ~ ~t, i ST. MARY'S TWP. OWNER; WILCO PROPERTIES
1, ~ ~ 13~ ~ ~ ln1 I~~1 6,~ ~
OWNER/ DEVELOPER:
SCHOOL ACRES 1 SECTION 2~ ' WILCO PROPERTIES THOMPSON , ' AMCIATES WAKE CO. NORTH CAROLINA ZONED R-9 Y
50 5 50 100 BM1959 PG 351 1708 TRAWICK ROAD f' 153 f[.LY SPRINGS. ROAD ~{~,C 27504
SUITE 209 HOLLY SPR#NGS, DATE 04/12/2004 DRAWN MTH JOB NO. E04-005 ~f RALEIGH, N.C. 27601 (91~~ ;~77~OB06
SCALE 1"= 50 I 0 FAX -(414 5'77-0609 PHONE: [phone] SCALE 1" = 50' SURVEYED REH DRAWING AP3-UTILc
1 FAX: [phone] REVISIONS5 25 04 PIN 17-111-66-5846, 1711.11-67-41 3 f (
1711.11-66-3534

i ~
I
r / Z
z IMPACT TYPE FT LINEAR FT. ft1 OC
EIP
(PROPOSEa)
CHANNEL 2,116 104 120 EfQSi1NG
~ ~ ~
~ N ELISE BUFFER ~C ~
> 5,830 (1 et 30 FROM TOP OF BANK) ~ ~ ~ D Z
N 26 30 00 W
606.82' NEUSE BUFFER ~ `~y ~ ~
} 3, 787 (NEXT 20 ) 2 AQ t t
,tix ~ t t ~ ~ ' t
. ` Nyo X 2 ~
~ 1
. 8,59w E ~ L,S. H P ~ ~ FG i' i ~ F
N 67 2 ROAD ENCROACHMENT. S ~ P~ F 0 ~:f
107.g~' ~ _ ~ ~ ~ ~S
TOTAL IMPACT - A + B ~ 9G ~
EIP ~ t ~ ~ 2116SQ,FT.+9617S.FT. Q ? ~ / 5~ ~ ~ ~ PRESERVED TREE ~0 ° x0° - P COVERED AREA AND
> > 2 / ` OPEN SPACE AREA
TOTAL IMPACT = 11 733 S.F. 0. 7 2 AC / ~ ~ 0.93 ACRES ' / 5 ~ AREA TO REMAIN
I AREA OF NEW CREEK ALIGNMENT ' m. ~ y ~ ~ P , ~ NAruRAL
I ti AND NEUSE RIVER RIPARIAN
~ BUFFER ROADWAY ENCROACHMENT. as ~ / ,5 ~ ~ ~
i EX. 24 RCP W/FES ~ .a a / - ~p ~ ~ ~ / st ~
INV. OUT=269.20 O. NEwGCR X. CREEK STA. 11+53.26 = / ~ P NEW CREEK STA. 11+37.00 ~ '0 ~
I ~~GE~fl: EX. 60" RCP W FES ~ ENO RED / END RELOCATION OF CREEK / 'I ~ ~P / % ~ ~
INV. OUT=267,86 - EX. CREEK CL STA. 10+33.78 /e ° , P
BEGIN RELOCATION OF I: ) DENOTES CHANNEL INPACT 'A' = 2,021 SOFT. ~ CREEK / ,1` ~ ~ tiF ~ v~
~ ~ ~ ~ , Q
56~ EW TOP OF. ~ /r/ Y~i ,`r r,~.. fir, r r _ ~ /~.~N~~7~,, r/;;,~"i,j DENOTES ZONE 1 NEUSE RIVER BUFFER IMPACT B - 5,774 SQ,FT. ~rc1o , ,,r;!,;,.~; NEW TOP OF ,BAI, , dP ~ ~
A~ ' ~ I';- j'%~, i -,/~,/1 (1st 30' FROM TOP OF BANK) ~ r.. , ~ ~1?.. ~ ..TOE OF FILL °ti °
_ q ~ f~~ k / ~ ~ may. 4-,r~,~-~r~ r~x-r ~a EX. DRAINAGE EASEMENT - - - EX, DRAINAGE EASEMENT / ; ~ % T E~ i ~ .r T ,.:r ~ r ,
~,,x ~ ~'~x;rx~~~ DENOTES ZONE 2 NEUSE RIVER BUFFER IMPACT 'B' = 3787 S .FT. ~ ~ ' ~ / ~ IFL' xt"u'~ ~r'~ ,r~~;J (NEXT 20' BETWEEN ZONE 1 AND EDGE OF NRB) - - - - - - - - - - - - - - - - - - - - - - - - - , v CL Q
a ~ CREEK ~ d _ 1 ~ ~ ;y ~t/~
- - y , b
ropes ~ . ~ / , y~ y x n s v
~ o ~ qNk, T p ~ Y ~ k v
1. ` " F:' ~ . CI#1 15 ~ ,
I ~ `7. ,
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; , r < ~ -.x~ ~ _ N 79'14 ~ ~
q, ti ~ 96.03'
+ ~ ' i ~ ,
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T~ I /'J / ~ y ~ ; R ~y'`y ~ X ~ ,c ~ ~ `t
V~ r~ n ,i~ 1 x, t K'~n~~ ~rV ~i . ~ J.~~ J ,?j / ~ 1 ~ / Y ~ / , i
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V 0 ,~S ~1~ C ~ ~ ~ , c~ ~ E + PRESERVED TREE op ? \ b~~
~ E R ~ , C ~ ~ k ~ COVERED AREA AND Esq%~'
N ~ ~,0 ~ N N OPEN SPACE AREA ~'ti9°F n p/p •o ~ r £ H
-P S ~ ~ ~ o E w d I a o R 0.31 ACRES ~ C~
o VA ~0 ~ ~ ~ AREA TO REMAIN J NATURAL
R `a i--'
B ~ U P I 1
~ 1
~ 5 ~ Cf~OSS-SECTION ~ J ~?4
CROSS-SECTION ~1 CROSS-SECTION ~3 CROSS-SE CROSS-SECTION ~5 CROSS-SEC110N ~7
~ \ /
CROSS-SECTION 2 I CROSS-SEC110N ~6 20 1D 20 40
SCALE 1"= 20 '

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' _0. .,W._ 268 - ~ 268 r, XJW ~ XJ~ ~ ~ W W m ~ Z ~ ~ W W m ~I ~ •9 \ ~ ~ Z Z ~.Q~
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. - _ _ _ _ . Q - _ 97y3 c - ~ -
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w; ~ ~ ~X. ~ ~ReE ~ ~ ~ w I , ~~w cR i W W, J ~~~,'.~C~'~~.~' Q: w II I ' v. e ~ W ~ '~~..~.•a~`,~~~~ .
266 _.--EX;_. ~._...K_C~ _ . _ __.o . EE~.~E . ~C S ~T~ 266 ~ , -N~ E~T~LI LOPE ti SINE ~ ` , ,W n ~ SLOPE N NE ~I> "h~pr r ~ ,
3 w o w x i~ z r
2.04 ~ x i~ z ' I 2369; q w Iw w ~ _ _ . I.~ I Z w!W W ! ,r ~ _ - _ ~ ' s 2b ~'f
I ~
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DATUM ELEV ~ ~ ~ DATUM ELE'V ~ i 264.00 264.00 IN SEE SHEET 2 FOR STASILIZAT 0
I SEE SHEET 3 FOR CROSS-SECTIONS.
rn rn ~ ~ rn rn o0 t` ~i ~i ~ r; ~ ~i
N N N N N N N N N
a SHEET 1
10+00 11+00 10+00 11+00 11 +00
EXISTING CHANNEL PROFILE PROPOSED CHANNEL PF CHANNEL PROFILE
OWNER/DEVELOPER,
WII CC1 PR~PFRTIFS
1708 TRAWICK ROAD ST. MARY'S TWP. OWNER: Wilco Properties
SCALE.- 1 T = 20' HORIZONTAL SUITE 209
1 " = 2' VERTICAL RALEIGH N.C. 27601 THOMPSON 41ES PA WAKE CO. NORTH CAROLINA ZONED R-9
PHONE: [phone] HOLr-v SPRINGS RD
FAX: [phone] HOLLY'SPRIWGS,, NC 27504 DATE 05/24/2004 DRAWN RIS JOB NO. E04-005 (919) 6770808
FAX~(919.) 477-6609 SCALE 1" = 20' SURVEYED DRAWING AP3-DWQ
I
REVISIONS PIN

OP OF BANK , NEWT _ M _ , TURN GABIONS INTO SLOPE
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TURN GABIONS INTO SLOPE ~ . ~ DENOTES 16" DIA, COIR-FIBER LOG ALONG TOE OF CREEK
,4T TIE-IN LOCATION
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DENOTES PERMANENT REINFORCEMENT - C350 ~ w
N BY NORTH AMERICAN GREEN OR APPROVED EQUAL, PLUS VEGETATION. c~ F' _
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SEE SHEET 3 FOR CROSS-SECTIONS,
i i ~ l I ' ~ I y'^., I i i _i ~ z~l~ s1 ~r ;
~ i ~ ~
1 . _ I] 11 ~ ~
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_ MAX. r - BURY AT LEA5T -I ~ , ~ i 'Y AT LEAST 1 2 DEPTH OF
16 DIA. COIR FIBER LOG ALONG ~ FIRST BASKET BI ~T BASKET BELOW BOTTOM
NEW TOE 0 C EEK, _ _ OF CHANNEL. OWNER/DEVELOPER: SHEET Z CHANNEL.
SECURE LOG IN PLACE WITH 2x2 x3 Ht. ~ - ; t , ~ r WILCO PROPERTIES ' 1708 TRAWICK ROAD
OAK STAKES W WIRE ACROSS THE ` ! ~ ~ ' ~ ~ SUITE 209 I
TOP OF THE LOG. RALEIGH, N,C, 27601
PH NE: 919 250-6000 0 ( ) I
FAX: [phone] F
N4 -.~i
ST, MARY'S TWP. OWNER; Wilco Properties ;
1HOMPSO1',11A TESi FA WAKE CO. NORTH CAROLINA ZONED R-9 C
2 TYPICAL CROSS-SECTION THROUGH NEW CHANNEL NTS 153 NO LY SPRIN4t RD I' HOLL Y SPRINGS,-NC 27504 DATE 03/24/2004 DRAWN RIS JOB NO. E04-005 k
(919)„~677-0.808
2 FAX,:(9t9j ~?7,b609 SCALE 1" = 10' SURVEYED DRAWING AP3-DWQ
REVISIONS PIN C
I

I. W _ > J , j . ~ j_._. I _ _ - , _ . , - ~ _ , I I ~ ~ ~ f l
F Q . ,__.-1.-- 1. ~ ~ ~I I J I I ~ I . ' - ~ t ~ , a . _ , . , _ ~ a _ , I _r _ , _ _ - ~ - 284 284 , ~ ~ ~I ~ ~ t I ~ ~ ~ 1 ~ ~ ~ ~ ~ rn r I. . . i - I ~ i ~ i
_ _ _ . _ _ ~ _ ~ ~ _ _ - , r ..A._., . , ~ L_ ~ . , , ~r~• ~ gym-- ~ ~ ~ ~ ~ tl0 I i I I i~ l ~ ~ i ~ ~ ~ ~ l j' i! ~ I 1 1 ~ r, ! ~ I I I i Z 3 _ _ _ a. _ _
~ ~ ~ _ ! . , ~ ~ _ - I . ~ 1_. _ _ . I I , ; . l .I ~ , _ I , __..1 --i. _ 282 . ao u._ _ . _ ~ , 282 , ~ ~ ~ ~ ~ ~ fi ~ ~ - _ ~ ~ ~ ~ ~ I ~ I i i o ~ ~ E I i ~ I , I, I ~ ~ ~ i'~~~ I ~ i 01N 282 82 . ' ~L`~ i ~ _ - i.
1 1 i i I , I I , I I, , ~ i i ~ + II - ~ _ . 1~ ~ ~ ~ ~
._L..._, _,_.__._I _ .i.-. ~.__.1. L_..~_._.'-- ..._-I _~--~.-....a .__.4. ~ _t. _1.... ~ A_.~.. , i - 280~.- ~ I~i II ~ fi I ~ I ~ ~ ~i r_._....__ 280 , _ _ _ 80 , ~ ~ I J ~ I r V/rte ! I ~ i ~ - ~ ~ , _
~ ~ ~ - . ~ 1 _ I ,-.._t _ _ t ~ i ~ f i~ _ i ~ I i
~ ~ I ~ ~ _ W d 278.- __-I - ~_.,i f i E.,_,_.... , ~ , r- f.._ ~ 1 ~ ~ ~ J.-~ 278W w 27a t r, 78 it ~ 7. ~ ~ i ~ i
I I ~ ~ I ~ ~ Y i i i ~ I ~ ~ ~ i I I ~ I ~ I ~ I ~ ~ _ _____1__._ __.a 1 ~ I r I__~ e_f ~ ~ ~__r-..r I ~ _,r.__1.._ ~ ._1~ __t__ I ~ r__1_. t ..I.. _ ~__.I ~ U ~ w c__ . _r_ , _ I ~ ~ ~ ~ i U~
I - ~ _ ~ .a.... _i... _ 1 F ` _ _ 276 _ _.-.a _-+__,_,.7_ _r_ I , _ _ i._. ~ t _ I ; . __I _ ~ ~ I _ _ 1. ~ . _ ~ : 1 .f l.. _ _ ~ 27 _ _ 1 _ - 76 276. ~ _ _ ~ , ~ - ~ - - - ~ ~ ~ ~d ~ ~ i ~ i
i i ~ ~ i , I i I j _ _ i i I• ~ I! t i . . ~ ~ _...a. ---'--A-' _i. __i_._i...._ -1 L_. i. . _ _ i-_ . i i. 1. , ~ i.' I, . ..1___~_.. i i ~ i - I i i I _ 1 - - - i i
! ~ r ~ i I 1 fi ~ ~ i ~ ~ , ~ i ~ , } ~ ! ~ ~ ~ J ~ I ~ ~ I ~ ~ _ i _ i ; ~ ~ I ~ ~ ~ ~ _w_.___ N... _ F_.+-_.. t ~ ~ . ~ 4 I 1 r - L_ f._ _ 274 274 --r -I__, ~ . -1_---_i r_ , , f ;6 ~"C>a I 1 I; ~ 1,'~ i I f I I ~ I a ~ 2 ~ 274 ~ _ ~ ~ ~ '
- i _ _.y r ~ ~i- -lI F_'1-X _j-_ ~ ~ ~f~ - . 6: ~ ~ ~ I ' ~ ~ ! W ' ~ ~ U
~ i ~ u I ~ I I i.. I _,...1_ . . - - 2 272 _ ~ 72 ~ i ~ i
272 , X., 24 RAP , I " , r .I . I _ ~ _i.._. ; . _ ~ -1 - - _1 272 I ~ i ~ ~ T' ~ I I ~ ~ I ~ ~ ~t ! , 1.. I y ~ I I I Jr, ~ I ~ ~ I ~ I I ~ - - , , be ~ t
I ~ ~ I i i i i { -1 /1 { r ~ ~ } I f ~ i i. i ' I I ~ i _I_ ~ ~ I i i I I 7 I i f i i i f 'I ~ ~I ~ I ~ ~ ! I i I i i a.. ~ ,._..i_ ti . i _ a-....-l ~ i. i ~ 1 i ~ In i~ ~ t. T ~ . Y; \ ~ _ ~ ` _ _ l I . I ' ~ . ° ~ L_ ~ ~ ~ ~ _ 270 _ 270 ~ ! ~ ; , y _ , ~
270 j I ~ I I, 1 . f ~ ~ I I I ~ I I ; i ~ j 1 ~ i I I ~ ~ . - ~ r ~ j .,y. ,y
7 I ''4 + ~ ~ ~ F , I f ~ ~ ' ~ ~ ' ~ ~ I j ~ ~ ~ ~ ~ j i I i , I I ! I ~ I I ' I . .i..._ __.._L_. ,_j..._ ~1. - i _ -i-- L_ A._-. _.i_.. _.y _ . ~ ~ J..__..,...__, i _.4 1'.'.. t J. - ,1 _ ~..,_J . 1_...{... _..1.. II,. . _ _ ~ > ~
268 ~ ~ ~ ~ ~ f f ~ ~ I ~ ~ 268 I ~ j 1~ j ~ i ~ I~ i r l i l!~! ii i ~ I, 1 ~ I~ I i i i t 1 ~ 6 68 - ti ~ ~ ~ i G ~ ~ _ - _ _ r j -
i ~ , _ _ . ~ I , _ ~ I i I ~ ~ ~ ' 1 ' ~ l i ~ I ~ i ~ ~ I 1 1 I I I I ~ I ~ i~ ~ ~ I I~il ~ I
- _ _ ; ~ . _ . , . ~ _ , _ .y._... , - d - -1- -I ~ - 266 266 ~ I w , _ _I- ~ - - _ . . ~ I- I ~ t 1 I ~ I L I B i I~ I T ~ I ~ I_ ~ _ I I _ - DATUM ELEV I ~ I , i ~ ! ~ DATUM 266 _ . _ , .,,,..r ~ - _ , - i__ 266 DATUM ELEV ~ ~ _ z
265. 265,00 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 10+35 10+40 10+45 10+50 265.00 9+75 9+80 - 10+00 10+05 10+10 10+15 10+20 9+90 9+95
CROSS-SECTION 1: EXISTING CHANNEL ®EXISTING PIPE OUTLETS - EXISTING; PROPOSED; CROSS SECTION 5.
EXISTING 2 YEAR STORM RUN-OFF X236 CFS
EXISTING 2 YEAR STORM ELEVATION = 271.10
284 _ - _ r_ i ~ r I ~ I~ ~ r-~~ ,-T_ I _ I W I ~ j _ . _ a.___ Q EXISTING CROSS-SECTIONAL AREA = 57,55 SQ.FT. PROPOSED CROSS-SECTIONAL AREA ~ 59.29 SQ.FT. EXISTING WETTED PERIMETER = 21.92 L.F. PROPOSED WETTED PERIMETER = 22.79 L.F.
~ ~ I ~ _ ~ , , _ . ! _ ~ . ~ } _.r-.. , r. ~ I i' i i i I r i Q~ i i I ~ I ~ I _ l
282 ~ 1 ~ ~ ~ 7 ~ i i 77 1 _I I I ~ ~ ~ ~ 282 N~ i I i ~ ~ 'i i i I ~ i i• ~ l ~ ~ I j 1 I i ~ Z rM k
1 ~ t' , _ f ~ . _ _ 1_. I I ~ ~ ~ 7 1 I ~ _j.._ ~ ~ I I f I 1 I _ _ I I I~ t i N _ _ i_ ~ . ~ . I- 1 - ' , ~ d F e ~ ~ A- 1 ~ , i ~ ~ 1 i ~ ~ v- - i ~ ~ 280
280 ~ ~ f I~ ~ ~ I I ~ I" ' I ~ E ~ I{ ~ ~ , ~ i ~ i ~ ! ~ f i ~ h ~ ~+II
_ ..I._._ 1 ) ~ I ~ ~ i _ .1..~ _ _ J. U 1 1 - 282 , . , 8
_ _ ..I ~ _ _ a.__ I . J_.~ i . _ I. } , I } ~ 1- 1 I a-- { ~ I_- 278 Y ~ ~ ~ ~ I ~ , 278 ~ - ~ ~ j i i I ~ ~ ~ I~ ~ 1 i. I~ I ~ I i ' I ~ ; i ~ - ~ O r, O I ~ ~ fA t0
~ I ~ I- 8! _ .a k I i._ J ! .f._ } I ~ .L._! I i W W i ~ ~ ~ ~ I ~ ~ 8 r , a. ~ _ y .i. . ~ 280, , _ , _ . .
_ ' _ _ . _ f } f_..,_.,._- _ } ~ ~ rrG ~ ~ , r ~ . 1 ~ ~ ~ fi >TM. _ , i I ~ 1 t. _ 276 V v ~ I , 276 r- ? ~ i ' i ~ ~ ~ ~ 2 00 ~ _ _ ~ ~ __I-._ _ - - ~ - i
~ ~ i I ~ _'~....L__~ II ~ i i _i ~ ~ ~__-~_.-a ~ i I ~ l 1 1 1 J ~ ~ I~ ~ I ~ ~ ~ ~ ~ ~ f ~ ~ M - - I _.__ti _ . ' - ~ - ~ - + 278+
_ 4._. ._._.1.._..._.~...._...__L..__...._.... ..i......i-..._,_..1_.. _....._...~.._...-t._.. __.7..__ .._._.._r_._.r/.._._~._.._.__a_ ,.._._.i._. __.t. ~ _t J_. _.4..._._ -i ...1._- -y _ ~ ._t._._;- 274 274 ~ ~ 1 ~ ~ r , ~ i I 278; ~ ~ ~ r ~ ~ ~ ~ N _ i , I _ ~ . ._,r. .
_ _ - I , ~ ~ I II 1 Y . ~ . ~ O ~ _ ~ ~ ~ r
y-- , 272 `l, ~k.; ~ 1•~~`; ~ ~,>G~- a`~.x - .~.-_a__ ~ ~-~h- L + ~ i -I ~ I r ~ ~ J I ; 272 276 _ ~ _ _ ~ _ 76 . ~ ~ ~ ~ ~ ~ W .
a ~ ~ ~ I ~ ~,r Iv~ v! ~ k ~ k, i , R 1 f ~ ~ I i I ~ +..J.. J fi ' W ! 74 ~
_ _ _ ~ _ ~ I ~ 270 270 _ ~ I -r - _ , I , -r i ~ _ i_ - ~---1- I . ~ ~-r I . ~ ~ I i i ~ r_ ~ ~ I - -.~._.-I - ` ! ~ i ~ ~ Gj t 4... ~ i i l..-_ x Tom. ~ A V 274 ~ ~ , ~ _~y__~~.~- ~ i i ~ ~ ~ i i ~r„y.~ , - Y.~.....wAf..... t
I ~ r . - - - I - - _ ~ i ~ ~ ~ ~ i ~ Nr~r~ir~.~.1. ~ O i ' 1_...-~'__. _ q.. .
268 __4___ - ,.--i.._`~~ ~a~ ~ - --a - - ~_-y - I - - - 68 272 ~ .,._.I__. - ~ - - F_ - , r ~ ~ ; - ~ _ ,
`yap .j__,,.. 1, ~,.__l.- _ L{. _.J. ~ _l. .G i i ~ 'I I i i ~ I i i I• { i i~ I I i J f l ! / ~ _ _ , ~ <T~ ~ ~ ~ . - - - ~ ~ 1-_L _ 270 . _ _
I ~ i ~ 1 I 1 266 - _ _ j . _ -1- ~ _ v--~ .t . .,..__.t__ 266 270 ~ s . ~ _ _ . _ ~ t- ~ ~~,~x: ~ I i I
I I ~ ~ 1 I~ I I, G 1 1, ~ i i i~ I i i DATUM E'LEV ~ ~ I i I ~ I ~ I J
265.00 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 10+35 10+40 268 ~ ~ i~ ~ _ _ ~ - - - ~ - 68 - ,T i, li 1 A. e._. , i
Y i ~ ~ I ' ~ ~ ~ ~ . I V
CROSS-SECTION 2: TIE-IN EXISTING CHANNEL INTO PROPOSED CHANNEL: ti ~ ~y z ~ _ _ , ~ . ~ ~ _ - . _ 266 _ , 266 _ _ ~ ~ _ w * ~ ~ ~ ~ _
2 YEAR STORM RUN-OFF N236 CFS ~ ` ~ ~ U ~ ~ _ - - 64
2 YEAR STORM ELEVATION = 272,30 2 264 ~
EXISTING CROSS-SECTIONAL AREA = 56.04 SQ.FT. DATUM ELEV , ~ ~ ~ ~ ~ i I
EXISTINGWETTED PERIMETER = 22,44 L.F. DAB 262
262.00 1 +1 10= 15 10+20 9+85 9+90 9+95 10+00 10+05 0 0

284 . _ -1- - __-_r_~_- _-~--,--,__--T-- -_I_ I _ _..-i-- - _ - - - , I ~ i I _ r. T _ I ; ~ i
_.L-- _ _ _ ....1... I - - --I - - - - - - - - - - - - ~ I} f } I. .l- 1 i ~ ~ i I ~ I ~ i i I i CROSS-SECTION 6: EXISTING: PROPOSED: I
a _ ~ i....... _L . _ t ~ ~ _..i._.. -'I - - - t- - - - - fi . - - , __i - - , ~ _ ..282 262 } r ! I f ~ I t _ ~ ~ I I i EXISTING 2 YEAR STORM RUN-OFF N236 CFS
~ ~ ~ I f I I -x ~ I C1 EXISTING 2 YEAR STORM ELEVATION = 270.80
280 ~ _ ~ ~ -r__i-~ 1-- r--i~- - - - -r - ~ t---~-_ _ U1 280 - ~ - ~ ~f - - ~ t- - -F- ~ r--1- _ ~ ~ fi 1 EXISTING CROSS-SECTIONAL AREA = 55.08 SQ.FT. PROPOSED CROSS-SECTIONAL AREA = 56.92 SQ.FT. - R POSED WETTED PERIM R ~ 22.65 L.F. EXISTING WETTED PERIMETER - 19.90 L.F. P 0 ETE
_ t. i 7- 1__. i o• _ _ 1 I ~ ~ ~ ~ ~ f~r_ t_. - y~ I Y
i__.._ _ ~ .a_. r__..- _ ,,.,___a_. - _ - _ ~ - ,----a--.~_ I ~ ~ t ~ ~ ~ I ~ ~ ~ , ~ } ~ I ~ ~ fir 278 ~ 278 -r--- _ -I~- ~ , r
_ O 1_. i n r' , li
! ~ ~ ~ I ~ ~ , 276 ~ _ - 4_ _ . _ I I _ , . R,. I _ _ , . _ I - ~ . ~ ~ a -I ; I , ~ I . , 276 I ~ ~ ~ I 2~g2 , ~ ~ 282 Q _ ~
' ~ I T ~ 1 I I ~ ~ I i 1'~ r I• ~ I ~ 'i { i r ~ I ~ I i I i t ~ I ~ i I I i~ l I ~ ~ C N ' ~ J ' ~ fi t--+- , 280 ~ r
I ' 274 ,.L.. _ I I I I ~ ~ I! I, ~ ~ ~ j I I ~ 274 U v ` ~ i _ ' ~1 - I. - F
~ _ _r._ _ _ _ ~ _ ~ 1- I ~ ,5 I ~ ; ~ ~ I ~ ~ I ~ I i ~ n , - - - - 1___' ~ ~ ~ ~ N I i 1 ~ I ~ I r . , ~ _ _ t_ . - - -
272 _ . 2~t~; t ~ ~ a -r I--, I ~ t -cq~ i, fur K ~ s-r-~ r--~--r_ _I _ ~ ~ 272 ~ I i ~ 1 i I I ~ ~ s i> ~ ~ >fi'x' ~ ~r 1 i 1 I I i i i I _ 278 . . I _ , ; _ j--_, _ - - - - ' , I ' VN . I ~ y.. y I _ - s
1 r°~ ~ , ~ 1' I "S~ r~ s"` 2` ` , ~ i v ~ _ _ ~ I ~ I i 1 I ~ . , I i i , _ . ' ~ I~- - - - - a.. _G ~ 276
_ --r_ _ I ~ I r , ~ ~ I . i.,-_~._ ~ _.I 1. - ~ ...270 ~ ~ 4 ~t ~ ~ 1 i 270 I ~ I a a~;~~l ( ~ I I i~ I 1 ~ ~ , 276 _ ~ ~ ~ - ~ r- ~ i . . _ a. _ , r +
~ a_ f , ~ - _ . ; i ~ ~ U ~ ~ ~ , _ . - r_ ~ ~ r 274 V
~ I ~ I I ~ ~ ~ ~ _ ~ ~ . _ ' .I . _ I 268 _~_r--_.._. a ~_...._.._E-. >r,., 1 ± ~ a 1 f--, } f ~ 268 I I ~ ~ ~ ~ ~ i ~ I i I I ~ I i 274 ~ ~ .t . _ ~ ; - s , - - ~ - - - ~ ~ - - ~ - ~ - , - ..i j _ _ _ _ V - ~
_ _.i i r,' i : i ~ i I i I i i ~ ~ II ~ 1 - - ~
I , a___. _ 266. , _._r_.._ _ _ _ ~ r ~ r ~ C ~ _ I } I 1 _ . _.L_ J ~ 266 . I + 2 272 . a - -f_,_. ~ _ 7 r i 72 i ~ ; i i I I i ~ ~ ~ i ' ~ ~ ~ ' ~ ~ _ ! _ ! t _ _ , . - _ t
DATUM EL~'V ~ I 265.00 9+65 9+75 9+80 9+85 9+90 9+95 10+00 10+05 10+10 10+15 10+20 10+25 10+30 ~ f ~.._r_ _i.. _ _ _ _ _
_ . _ , . _ _ ; , _ _ - - , , - - + 270 2 0 ~ t , ~r a ~ , 1 ~ ) . _ f ' -
I ~ - ~ - ~ . I } ~ i ~r: a _ _ _
CROSS-SECTION 3: EXISTING: PROPOSED: i _ _ ~,-.~r, ~ ~ .a- - - - - - - ~ - - ; 268 268 ~ _ ~ r
EXISTING 2 YEAR STORM RUN-OFF N236 CFS r X rG i - i- I ,...~1 x, , _ ~ i i ~ , I
EXISTING 2 YEAR STORM ELEVATION = 272.30 _ _ . u_ . _~_.i~. . a ~ ~ ~ ~ __I - - ~ ~ - _ _ , i~__ , t ~ - 266 ~ 266 , r_. , , , ~ ~ i- ~ ~ ~ ~ ~ I _ ,
EXISTING CROSS-SECTIONAL AREA = 67.51 SQ.FT. PROPOSED CROSS-SECTIONAL AREA ~ 70.49 SQ,FT. EXISTING WETTED PERIMETER = 33.26 L.F. PROPOSED WETTED PERIMETER @ 28.52 L,F. ~ ~ ~ _ _L _ r.. _ , ~ ~ , ~ ~ ~ I
i_ _1.. 64 264 ~ ~ . ~ .F 1 , ~ , ~ ~ ~ _1 ~ ~ ~ r~- _ I i
DAT i ~ I _ ~ _ _ DATUM ELEV ~ ~ ~ I 262
284 _ -_T . . - . _ _ . _ _ ~ , ___m . ~ . _ ~ _ . ~ I , i i ~ ~ ~ I I ~I _ t_.,._ _I I.-. i. . .--r-.... . _l~__ ~ -4---.. _ ...-4-.... _ 282, 00 +95 10+00 10+05 10+10 10+15 10+20 pt~mnEh~r I
~ ~+C ~ ~ G _ . - . ~tti ~ Q R~~ ~~s
282 I i t ~ s`, ~ ; r ~ ~ ~ 282 I i ~ ~~r r I ~ ~ ~ I a~` b~~~,,~r..C~.,, ~//ji ,r ~~,n''~FE55~Q nee
~ I I ~ I ~ I i I . , i, I j ~ I i ~ I i ~ I~ I M ~p , CROSS-SECTION 7: EXISTING, ~ rr
280 , I. a_._ ~ _r_._,..Y.~.... I _ _ I_ ~ ~ __.L._-. _ _ ~ 80 NN ~ I ~ I 2 N r~ I t u) ~ I I I i ~ , ~L~~ ~ a f}I} $ N 0 19793 ~
t { . ....._L e_.. . _-I-_ I _.G_.. ~ ~ i ~ I ~I~N f ~I ~ j l I 1; I I j i~ ~ I I~ h EXISTING 2 YEAR STORM RUN-OFF 236 CFS ~ F
278 ~ ~ t ~ . be t _ . _ 2 ~ j ~ i I I; ~ ~ ~ I ~ ~ I l j ~ i I I 0+ II EXISTING 2 YEAR STORM ELEVATION - 270.90 x ~ G~; w ~ EXISTING CROSS-SECTIONAL AREA = 55,50 SQ,FT.
I _ _ _ ~ 1. . .a... , . I_._._.._... _ _I ,_..1 _1-~... _ . _ I~ ~ ~ ~ ~ I ~r.. A ~ i EXISTING WETTED PERIMETER = 19.81 L.F. oy~~CL 'L.
i ~i' I ~ , 1__.~ _ _ 276 ~ ~ _ _ . . _ I. ~....,I . _~.._a _ __l , r_.. ~ J- . ~ ! , . ~ 276 4 ~ ~ ~ ~ ~ ~ x I i i ~ I ; ~d I , ~ I o a~ ,
I__.. _ _ _ . "h~ aY
_ h s__...,~_._ _'__i__ _ 274 . __I . ~_._i_ _ a r--1 ~ I, ~ f ~ L 274 v V ~
I I ~ 1 ~ i - _ ~ I_.,. _,_i.__.__ t f__,. _t _ ~_._.r__. i { I SEE SHEET 1 FOR IMPACT MAP
I ~ , , , ~ ~ - _ _ _ ___I_._ _ i__.. _ _ _ _ _ _ _ 272 _ _ ~ 1-- , _ ~ f ~ ~ I ~ I { ? ~ ~ I + 272 ~ ~ ~ ! , - ' I ATJON MAP SEE SHEET 2 FOR STABILIZ
I ~ ~ , ~ i ~ ( I Q l i I ~ ~ ~ I
. . a.. a.... . ~ ~ s~_;:~ : ~ ~.w~~.. r„r . _ , , 270 270 , _ , t , ~ ~ ; ~ ~ ~ < i r i I .~r_. I I i ~ ~ `7,'/ ~ , , ~
I I I i ~ 1 i; !f ` n I , r ;,r Y! ,I si\f I ! I', , ii j ~ , 1. f 3 SHEET
26a - _ ~ ~ . ; ; ~ t ; , : ;,t, I 1 , 268 OWNER/DEVELOPER;
~ ,..,..1-- ~ , ~ I r. _ WILCO PROPERTES
266 I r i ~ ~ , I t ~ ~ ~ ~ ~ I ; ~ ~ ~ 266 1708 TRAWICK ROAD i SUITE 209
DATUM ELEY j ! I , ~,f { I j ~ I I 265, 00 9+65 9+70 9+75 + 9+85 9+90 9+95 10+00 10+05 10+10 RALEIGH, N.C. 27601
N : 919 250-6000 PHO E { )
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ST, MARY'S TWP. OWNER; Wilco Properties
CROSS-SECTION 4: EXISTING @ PROPERTY LINE: PROPOSED; z AROLINA ZONED R-9 F
EXISTING2 YEAR STORM RUN-OFF -236 CFS THOMPSON A 1lTESi PA WAKE CO. NORTH C
EXISTING 2 YEAR STORM ELEVATION = 271.00 153 MOLLY SPkNd; RD 5 2.5 5 10 HOLLY SPRINGS,-k 27504 DATE 05/24/2004 DRAWN RIS JOB NO. E04-005
EXISTING CROSS-SECTIONAL AREA = 63.56 SQ.FT. PROPOSED CROSS-SECTIONAL AREA - 58.00 SQ.FT. (919). $71;-48~08 [
EXISTING WETTED PERIMETER = 28.57 L.F. PROPOSED WETTED PERIMETER - 23.08 L.F. FAX 9A) 577-0609 SCALE: 1" = 5 HORIZ. SURVEYED DRAWING AP3-DWQ 1 = 5' VERT.
SCALE 1"= 005' REVISIONS PIN 6711,11-e7-4139
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