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COU COVER Z DWQ BUFFER RESUBMITTAL 5/29/08
C500 UVERALL DRAINAGE PLAN
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r \ ~ 1 1 V,~ j l ! 1 \ ' ~ r J i " ' ~ I t - - - - - \ \ t 1 ~ / r r - -ter 8,~-~°"-'"'"~~ -PROPOSED BIORETENTION :AREA
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EI R 0 ETENTION AREA TAELE
White Date ssued: 5.14.08
Upstream Dov~nstream Rip Rap Stone Deer - PROPOSED STORM DRAINAGE PIPE SCgIe ~ "=50'
Section Invert Length No. of Constructed Inert Velocity Length Rip Rape Diameter Thickness Park
Culeert Size Material Elevation (ft) (ft) Barrels Slope Elevation (ft) (ft/s) (ft.) Width (ft.) (in.) (in.) Class Bioretenti Drawn by: ACP
on Areas CV-1 12" HDPE 287.30 13 1 1.31. 287.30 5.95 4.0 3 3.00 9 A CV-2* 18" RCP 275.00 64 2 1.56 274.00 7.74 9.0 4.5 6.00 22 B
CV-3 15" RCP 271.00 70 1 7.50 265.75 11.81 7.5 3.8 6.00 22 B Checked by: RAH
Riser Underdrain Outlet Plpe CV-4 24" RCP 264.50 85 1 0.58 264.00 11.72 12.0 6 6.00 22 B
Top of CV-5 15" RCP 267.50 35 1 7.14 265.00 7.47 5.0 3.8 3.00 9 A GRAPHIC SCALE Sheet No.
Pond Bank CV$ 15" RCP 268.00 28 1 10.70 265.00 5.24 5.0 3.8 3.00 9 A Length finished Elevation 10-yr 100-y~ _ " so a xs eo lao soo
ft Width ft Ft CV 7 15 RCP 245.80 18 1 2.22 245.40 6.43 5.0 3.8 3.00 9 A ID O \ Grade ( ) Side Slope:l Top EL Invert EL InvertEL _ Diam (in) Material WSEL WSEL „
CV-8 30 RCP 240.50 18 2 -5.56 239.50 10.38 15.0 7.5 6.00 22 B
A 120 10 276:67 277:67 3 277:42 272.42 272.59 15 RCP 277.56 277.61 CV-9 15" RCP 267.50 12 1 4.17 267.00 5.03 5.0 3.8 3.00 9 A (IN FEET )
CV-10 15" RCP 239.00 17 1 0.00 239.00 3.19 5.0 3.8 3.00 9 A B 120 10 276.67 277.67 3 277:42 272.1 272.59 18 RCP 277.58 277.63 CV-11 15 RCP 248.50 10 1 1.25 248.40 3.43 5.0 3.8 3.00 9 A 1 inch = 50 ft~
C 110 10 268.67 270 3 269.42 264.42 264.59 18 RCP 269.53 269.64 CV-12 15" RCP 286.00 20 1 0.00 286.00 5.24 5.0 3.8 3.00 9 A
- - CV_12 1F° Rf D SRO Gtt 71 1 G ~cG 7G o G 7 ~ ~ Q c nn o~ R
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J ~ DRAINAGE PLAN

. _
/ ~ ~//I~ ~ / r/ ~i' / ~ ~ / ~ / / / , ~ A i ~ w ~ l / r i A i . I I ~ ~ >'V~ ~ -
~ GRADI~ ING NOTES
~ / / , / / ~ / / / \ \ \ \ ~ ~ ~ _ '8; \ 1. INITIATE CONSTRUCTION VSTRUCTION SEQUENCE FOR EROSION CONTROL.
/ r / / r / U ~ ~i' r % / / / / / ~ -r ~ \ 1 I' _ 2. ALL BANKS, SWALES AN[ SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5:1. MAXIMUM CUT SLOPES SHALL BE 2:1.
r r / , / ~ - : ~ 11 I \ i ~ 3. ALL GRADING MUST PR01 G MUST PRODUCE :SURFACE DRAINAGE ADEQUATE ,TO PREVENT STANDING WATER OR WET LAWN AREAS, AND TO ENSURE -
r - - } i, ~ i t ~ \ \ \ THAT ALL STORM WATER FLI ~ / , , r - w ~ i _ _ - - v v v , ~M WATER 'FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE.
11' 1 h i / ~ r rr ~ •v \ 0 ~ it _ I v v /4 r y rG, - ~r / , l J2>~~ ~~,a, f t I ~ ~ r / ~ , A 2~ ` v v ' ELEVATIONS ARE TO THE TOP OF CURB :UNLESS OTHERWISE NOTED. m µmu.~_ ~
,..r ~ ~ ~ / i / '!r`~ ~ ~ / / r / r _ ~ , - ® v 4 ?s ~ r 7 v v_ 4. CURBSPOT ELEVATIONS l -
u ~ , ~ ~ ~ _ _ - ~ c%..---- / / r [ E j / ~ 5. ALL SIDEWALKS SHALL B / ~ ~ , , ~ / rr / / / / I ~ r - ~ LKS SHALL BE CONSTRUCTED WITH A MINIMUM 27 CROSS SLOPE IN THE DIRECTION SHOWN =ON THE PLAN.
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4 ~ / ~ , , ~ r / r,- , } ~ , - \ 6. EXISTING TOPOGRAPHIC II / )POGRAPHIC INFORMATION PROVIDED BY STEWART ENGINEERING, .INC. ~ . _ ,
/r!~" ~ / / ~ ~ / / / / ~ ~ . r r / / ~ ~ ~ ~,.w - . ~ ; z / \ \ \ 7. 'ALL NEW GRADING SHALL
RADING SHALL MEET EXISTING :GRADES WITH SMOOTH TRANSITIONS.
/ _ / ,,,n, / rr /i/, / / / / / ~ ~'r,,- / "/r/r / / ~ CH9NNEL 70B / , a, ~ ~ ~ / i A ~ \ 8. ALL PUBLIC STREET WATT STREET WATER VALVE, SANITARY AND STORM SEWER MANHOLE ADJUSTMENTS AND NEW INSTALLATIONS REQUIRE 'CONCRETE `
r , / / ~ , ; , 1 , . / , / / ~ ~ , STABILIZATION PADS TO BE l / T PADS TO BE PLACED AROUND THE UTILITY ACCESS POINTS WITHIN THE ROADWAY:
> ~ , ~ \ 5g z r~ , , / r , ~ , / ~ / / ~ / / l / / f / / ~ ~ CRADE CHANN~E~L~~F(OR \ \ ; \ {
/ / ~ ~ / / / / ! / / ~ 1.00 X MOi. SLOf~E \ / , 4q - ~ ` \ ~ ` r~ \ Y ~ ~ 9. NO GRADING WITHIN NE i -r ~ rho, r. / / . / / ! / / / / \ o~n, . / l ,r \ ! \ VG "WITHIN NEUSE RIVER BUFFER SHALL TAKE PLACE UNTIL APPROVAL FROM NCDENR FOR ENCROACHMENT AUTHENTICATION. " '
~ ~ / / r / / , ~ / / / ~ / / / / / r ~y ~ ~ ~ r'~ V ~ ~ ~ t / r ~ ~ / / ( / l / / \ /
- ~ / r ,.i / , ! / / / , \ \ `ee t 10. CONTRACTOR SHALL GI fOR SHALL GRADE MINIMUM OF A 1' DEEP 5:1 SLOPED SWALE/CHANNEL WHERE INDICATED ON DRAWINGS WITH A MINIMUM
/ r/r ~ / ~ ~ r / / 1 / / ! / / ~ / / / ~ A A 4 ~ , r ~ ~ 'i OF 19o SLOPE.
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~ _ r r / 2 ~ ~ = S1'ORMVIIATERNC 'A ::NOTES
_ i ~ / i ~ / / / / / r / r / ~ / / r ~ _ _ _ \ \ \ ~ / ~`,1. SITE MUST BE STABILIZEI BE .STABILIZED PRIOR TO INSTALLING"ENGINEERED' SOIL IN THE BIO RETENTIONA AREAS.
~ r J/ r / / ~ / f / / \ \ < - ~ - ~ 2. MAINTANANCE PLAN' DEVE .E PLAN 'DEVELOPED BY TOWN OF GARNER TO BE FOLLOWED DURING AND AFTER CONSTRUCTION OF STORMWATER
J / . , , 1 r t r / t ~ ~ ar ~ / ! ! / I / A A ~ ~ i~ e ~7~
I , ' ' , ; ~ , / ~ ~ ~ v ~ ~ I ~ ~ BIO RETENT60N i Z i" / 1 / f~ r r 1 / TIO AREA TABLE .
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\ f GARNER PARKS AND
T ~.v `v ~ v ' i ~ ~ ~ I i I ~ j v v ~ ~ _ ~1 Bioretenti I v;~, v y v~ i 4 v ~ ~ 5 ~ , ; I I I,~~~~;-rte, v v r ~t 1 I i i 1 i t p v v i ~ j ~ on Areas RECREATION DEPARTMENT
~ ~ 1 1 ~ ~ ~ i ~ v A , k > > ~ _ A , ~ RIP PAq rI ~ t v ~ ~ / ~ ~ E^; ~
LONG 45 I ~ yv ~r i ~.r. I r t 1 1 \ ` / 1`v / Riser Underdrain Outlet Pipe"
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r / l _r ~ ~ t ) i I } t _ t 4 ~ ~ : A i ~ I I v ~ ~ G -x ~ ~ ~ ~ ~ t ID Length (ft) Width ength (ft) Width (ft) Grade (Ft) Side`Slope:1 Top EL Invert EL Invert EL Diam (in) 'Material 10-yr WSEL 100-yr WSEL
! / ~ / 1 I l i ~ ~ / °yr / ~ / 1 ~ I j I v . x. ~ 120 10 276:67 277.67 3 277.42 272.42 272.59 15 RCP 277.56 277.61
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~ ~ _ ' ~ ~ r r / ' / ~ r: „ r r E ~ t 283 ~ ~ t w C 110 10 110 10 :268.67 270 3 269.42 264.42 264.59 18 RCP 269:53 26964 Consultants
/ / r / r / E i \ ~ ~ ,r / / / N SEE / / i ~ ~ ~ / I / \ ~ ! , D 160 10 160 10 271.67 273 3 272.42 267.42 267.59 15 `RCP 272.58 272.64
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P ~ Cul~rt Size Material F 1 } ~ } { r ~ o;~~ ~ ~ ~ A ejo RETdrno ~ PuNS) ~ " _ s . , ~ ~ ~ :e Material Elevation (ft) (ft) Barrels Slope(%) Elevation (ft) (ft/s) (ft.) Width (ft.) (in.) (in.) Class 1
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~ } I } 1 t E. 282.3 ~ C - ~r r3 1\\. 1 I ~ I , I ~ ~ I N .RCP 267.50: 35 1 7.14 265.00 7.47 5.0 3.8 3.00 9 A
~V 1 ! I i ~ ~ 1 1 m . ~ . i ~ - ~ ~ - . - ~ ~~s2~ CV-5 15" RCP - t I f i / w \ ~ I 1 j t t X 1 1! E i I I , ~ ~ ~ I~ } r ~ r f i CV-6 15 RCP RCP 268.00 28 1 10.70 265.OD 5.24 5.0 3.8 3.00 9 A
\ , 1 1 } ~ l f I I I ~ I ~I,~ ~Z1 , - 1 \ ~ ~ ~ / \ CV 7 5 RCP " RCP 245.80 18 1 - 2.22 245.40 6.43 5.0 3.8 ..3.00 9 A
~ i / ! i CV-8* 30" RCP 1 ~ 1 1 / I" RCP 240.50 18 2 5.56 239.50 10.38 15.0 7.5 ..6.00 22 B
} } ~ 1 ~ ~ 1 ~ v ~ , ~ CV 9 15 ..RCP ,1} 1 } r ~ ~ / v ~ ~ i ~ t I ~ ~ ~ A ~ / y ~c', " RCP 267.50 12 _1 4.17 267.00 5.03 5.0 ;3.8 3.00 9 A Professional Seals
} ; ~ ~ j ~ M z~.az 1 j , ~~l , i CV-10 15" RCP 1t I t I i _ I I , ~ ~ ~ ~ ~ t`~~ ~ a I I 272.10 ~ ~ .r ~ , , A ~ j I r / } ~C RCP 239.00 17 _1 0.00 239.00 3.19 5.0 3.8 3.00 9 A
( \ CV-11 15" RCP \ ~ ! ~ l qn-~ Ft,, ~ t. ~ ` 1 1 1 ~ ii ~ 1 F n~ r i,, /F RCP 248.50 10 1 1.25 248.40 3.43 5.0 3.8 3.00 9 A
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y , , , t t ~ 0 , v h ~ ~ rr~ rg~ r ~ . ~ ~ ~ x S ~ ~r ~ ~ ~ CV-13 15 -RCP " RCP 269.50 71 1 5:28 265.75 9.5 7.5 3.8 6.00 22 B
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l: ~ \ v ~ ~ I,~ ~ ~ v v v ~ 1 e;~r; ~ Bottom WidtF S V' ~ A } ~ ~ ~ ~ i ~ I~ ~ v v v, y } ,y ~~r \ , u ' ! r~^ Channel , Bottom Width (Y} Sideslope (M) Top Width (W) Lining Velocity °~.cs Q33317 s 2c
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1 gYF \ i \ \ \ ~ l ~ ~ i \ ~ ~ EI Iii , \ \ ~ 1 ~ \ i ! ) 2 FT 3 :1 3.5 FT CURLED MAT I; 3.54 FT/S ,~~et~~° H ~ ~
\ ~ ~ ~ - ~ ~ v ~ ~ ~ ~ y ~ ~ y _ A . ~iA~v j t } L.,, , ~eut t to
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f 1 FT 3 :1 2.2 FT CURLED MAT 4.26 FT/S
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v vv ~ :mow ~ v ~ . ~ vv A V .o..., • _ 1.5 FT 3 :1 3.6 FT CURLED MAT 3.24 FT/S'
\ 1.5 FT 3 :1 2.4 FT JUTE NET 2.61 FTlS
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v ~ ~ L li ~ v v ~ ~ 0.5 0.5 FT 3 :1 1.4 FT SEED 2.17 FT1S N 0. Description Date
4 - y ~ ~4 SAS ~ ;,r~4v ~`v ~ ~ v ~ v v Jv \ 4 1.0 FT 3 :1 2:5 FT CURLED MAT 4.06 FTlS
y + ~ ~ DWQ BUFFER SUBMITTAL 5/20/08 1.0 FT 3 :1 2.2 FT CURLED MAT 4.26 FTlS
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y - \ 1,r~ v v 2.0 FT 3 :1 2.6 FT CURLED MAT 3.09 FT/S 3 TQG APPROVED SET 7/11 /08
\ r / ~ J . , ~ v v v - ~ v y ; = ` ~ ~ ! { i ` 'I )i, ' +TV \ ~ \ ~ v , y v v v v v v 1 OA 1.8 . r. _ ~,I,, v,v v `ate A~, - r i t ~ v t ~ ~ v v \ v v 1.8 FT 3 :1 2.95 FT CURLED MAT 3.01 FTIS
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s.,~~ ~ _ _ ~ o / _ _ ~ \ / E ~ i ~ 4, ~ i.~' i DIMENSIONS OF EACH CHA J , )F EACH .CHANNEL p G -NEUSE RIVER BUFFER DISTURBED AREA
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1 ~ - ~m , Stewart Engineeeng Inc.are mstrvmeks Of pmfesslonal service ln[entletl for one tme use They are spblekm copyrgk and other pmpeaty dgh[IawsaM sMll remain the property of Stewart Engineer ng Inc. They are nat tp be mpietl motlifled or changed In any manner whatsoever nprassigned ma N'N party wllho~c prbrwriden
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IN N TE GRAD G 0 S
1 • INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL.
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2. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN M LINING
CHANNEL 2.5.1. MAXIMUM CUT SLOPES SHALL BE 2.1. CUL TABLE ~1 Revisions
3. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO ~ ~ • • Channel Bottom Width (Y) Sldeslope (M) Top Wldth (UV) Llntng PREVENT STANDING WATER OR WET LAWN AREAS, AND TO ENSURE THAT ~ Velocity _ 'N Q, Description - Date Y
ALL STORM WATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE. upstream Downstream Rip Rap stone ET 2.41 FTIS ~ DWQ BUFFER SUBMITTAL 5/20/08
Section Inert Length No.'of Constructed Inert Velocity Length Rip Rap Diameter Thickness 1 2 FT 3 :1 5.3 FT JUTE NET 2.41 Cul~rt Size Material Elevation (B) (ft) Barrels Slope Election (fl) (ft/s) (tt.) Width (tt.) (in.) (in.j Class
4. CURB SPOT ELEVATIONS ARE TO THE TOP OF-.CURB UNLESS OTHERWISE cv-1 1z° HDPE za7.3D 13 1 1.31 za7.3D 5.95 a.o 3 3.D0 9 A 2 2 FT 3 :1 3.5 FT CURLED MAT 3.54 MAT 3.54: FTIS NOTE: SEE CHANNEL TABLE FOR PROPER 2 DWQ BUFFER RESUBMITTAL 5/29/08 DIMENSIONS OF EACH CHANNEL
NOTED. CV-2* 18" RCP 275.00 64 2 - 1.56 274.00 7.74 9.0 4.5 6.D0 22 B
cv-3 15" RcP 271.00 7a 1 7.50 265.75 11.81 7.5 3.8 6.D0 z2 B 3A 0.5 FT 3 :1 1.7 FT CURLED MAT 3.92 5. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MINIMUM 2% CROSS cv-a z4° RCP 264.50 85 1 0.58 264.00 11.72 1z.o 6 s.0o zz B MAT 3.92 FTIS 3 TOG APPROVED SET 7/11 /08
SLOPE IN THE DIRECTION SHOWN ON THE PLAN.: cv-5 15° RCP 2s7.5o 35 1 7.14 zsS.oD 7.47 5.a as 3.DO 9 A 3B 0.5 FT 3 :1 1.4 FT JUTE NET 2.12 ET 2.12 FTlS
CV-6 15" RCP 268.00 28 1 10.70 265.00 5.24 5.0 3.8 3.D0 9 A CV-7 15" RCP 245.80 18 1 2.22 245.40 6.43 5.D 3.6 3.D0 9 A 1 FT 3 :1 2.2 FT CURLED MAT 4.26
6. EXISTING TOPOGRAPHIC INFORMATION .PROVIDED BY STEWART cv-a* 30° RCP 240.50 1a z 5.56 239.50 10.38 15.0 z5 6.D0 zz B 3C MAT 4.26 FTIS GRADING LEGEND
ENGINEERING, INC. CV-9 15" RCP 267.50 12 1 4.17 267.00 5.03 5.0 3.8 3.00 9 A MAT 4.05 FTIS
cv-1o 15° RCP z39.oD 17 1 o.a0 239.00 3.19 5.D 3s 3.ao 9 A 4 1 FT 3 :1 3.7 FT CURLED MAT 4.05
7,' ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH cv-11 15" RCP 248.50 10 1 1.25 248.40 3.43 5.0 3.8 3.D0 9 A cv-1z 15" RCP 2ss.ao za 1 o.a0 28s.oo 5.za 5.D 3.8 3.ao 9 A 5 1.5 FT 3 :1 3.6 FT CURLED MAT 3.24 TRANSITIONS' CV-13 15" RCP 269.50 71 1 5.28 265.75 9.5 7.5 3.8 6.00 22 B MAT 3.24 FTIS -EXISTING CONTOURS
6 1.5 FT 3 :1 2.4 FT JUTE NET 2.61 ET 2.61 FTIS -PROPOSED CONTOURS Dgte Issued: 5.14.08
8. ALL PUBLIC STREET WATER VALVE, SANITARY AND STORM :SEWER
MANHOLE ADJUSTMENTS AND NEW INSTALLATIONS REQUIRE CONCRETE 7 1.0 FT 5 :1 6.5 FT JUTE NET 2.29 ET 2.29 FTIS - - - - -LIMITS OF DISTURBANCE SCgle ~ "_50'
STABILIZATION PADS TO BE PLACED AROUND THE UTILITY ACCESS :POINTS - PROPOSED STORM DRAINAGE PIPES Df aWn bY: ACP
WITHIN THE ROADWAY. 8 0.5 FT 3 :1 1.4 FT SEED 2.17 2.17 FT/s Checked by: RAH
9A 1.0 FT 3 :1 2.5 FT CURLED MAT 4.06 9. NO GRADING WITHIN NEUSE RIVER 'BUFFER SHALL TAKE PLACE ::UNTIL MAT 4.06 FTIS
APPROVAL FROM NCDENR FOR ENCROACHMENT AUTHENTICATION.
9B 1.0 FT 3 :1 2.2 FT CURLED MAT 4.26 MAT 4.26 FT/S GRAPHIC SCALE Sheet NO.
TURF REINF. 10. CONTRACTOR SHALL GRADE.MINIMUM OF A 1 DEEP 5.1 .SLOPED .INF.
SWALE CHANNEL WHERE INDICATED ON DRAWINGS WITH A MINIMUM OF 1% 9C 2.0 FT 3 :1 4.1 FT MATTING 6.89 JG 6.89 FTIS ~ a zs so ~w 200
SLOPE. 9D 2.0 FT 3 :1 2.6 FT CURLED MAT 3.09 MAT 3.09 FTIS
10A 1.8 FT 3 :1 2.95 FT CURLED MAT 3.01 STORMWATER NOTES MAT 3.01 FT/5 (IN FEET ) 1 :inch = 50 ft.
1. SITE MUST BE STABILIZED PRIOR TO INSTALLING ENGINEERED SOIL IN 106 2.0 FT 3 :1 4.1 FT SEED 1.99 ~ 1.99 FTIS
Tub Rlfl _ RGTE= NITIMIA AR~6C
ill4 L.liv I\LI LI\ IVIII IILI V11 1.0 FT 3 :1 2.5 FT CURLED MAT 3.64 MAT 13.64 1FT/S I DRAINAGE PLAN
2. MAINTANANCE PLAN DEVELOPED BY TOWN OF GARNER TO BE FOLLOWED

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Revisions
N 0. Description Date
~ DW4 BUFFER SUBMITTAL .:5/20/08
2 DWQ BUFFER RESUBMITTAL 5/29/08
GRADING LEGEND 3 TOG APPROVED SET ~/~~/os
-EXISTING CONTOURS
- PROPOSED CONTOURS
A TABLE 0
- - - - -LIMITS OF DISTURBANCE
- White Deer - PROPOSED STORM DRAINAGE PIPES Dgte ISSU2d: 5, ~ tL,Q$ .::Scale ~ "_50'
Park
Bioretention Areas
Drawn by: ACP
Riser Underdrain Outlet Pipe
Pond - Checked by: RAH
finished Top of Bank Ip Length (ft) Width (ft) Grade Elevation (Ft) Side Slope:1 Top EL Invert EL Invert EL Diam (in) Material 10-yr WSEL 100-yr U sE~ 1oo-y~wsE~ Sheet No. -
GRAPHIC SCALE
A 120 10 276.67 277.67 3 277.42 272.42 272.59 15 RCP 277.56 277.E i6 277.61
B 120 10 276.67 277.67 3 277.42 272.1 272.59 18 RCP 277.58 277.E i8 277.63 zo o ~o zo ~o eo
C 110 10 268.67 270 3 269.42 264.42 264.59 18 RCP 269.53 269.E i3 269.64
i8 272.64 (IN FEET) I
D 160 10 271.67 273 3 272.42 267.42 267.59 15 RCP 272.58 272.E 1 inch = 20 ft.
BMP DETAIL PLAN

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112" RADIUS @ EDGE, BOTH )GE, BOTH CAST IN PLACE REINFORCED CONCRETE
® Turfstone Unit siDEs SIDES 411
I I' I I I I; I I; I' landscape architects
1 4" GRAVEL 15"DEPTH ENGINEERED 3INEERED I i I I ! I I E; I f' I i ; lallCl plaTlTleYS .
WOOD FIBER SAFETY R SAFETY ~I I~Ilf~ll~il (il
SURFACING FLUSH TO TOP 50D PLUGS OR TURFSTONE PAVER OF CONCRETE ~H TO TOP I I I I i I I I I I I I 1 I I; I~ ~~I ~ HOLD FINISH GRADE 4"BELOW ~ I 306/200 Parham Street ONCRETE I I I I I I I I I I I I I I I~ I I ~ TOPOFCURBUNLESS
LIQUID ASPPALT GRASS SEED I.! I i I I I r I I ! ~ OTHERWISE NOTED Slllte $ I I,I I I€ I' iil~ Q I I- i
2"'RECYCLED ~ o>~O III ' I I I~ I I I I I I€~ I I - I I,-~ Raleigh, NC 27601 Il,il~fll~ it ~ 919.755.0046
ASPHALT ~o ~ I I ~ 'I I I ,i ( - = _ TOPSOIL IN GEOTEXTILE FABRIC p~ o COMPACTED501L E~ i) E I. i OPENINGS l i l l l l l f l l i _E FABRIC ~ ~ ! 1 1 1 1 1 1 I l
0 u o" HT PERIMETER EI~ I ~~_.~r_i._- _ i O I ~ ,~,_hc_ i s ! HELD Wl YARD STAPLES 6 COMPACTED ABC _ _ ~ , ~!'-1.i =1•'= t.=~ 1= BEDDING SAND (1") THROUGHOUT 1 STAPLES I I ~ I E I! I( I I I ~ ~ i-! - III~III`III i€ - OUGHOUT t , I , I , ! , I , I' ' I ' I 1 I I ® j- CAST IN PLACE REINFORCED CONCRETE
- - - r ' ~ AGGREGATE BASE - - - 1T ` i I
3"DEPTH WASHED - - _ _ {As Specified By i WASHED ~ I1` 1"7` ,r1~ I- = - 1ED ROCK ~ ~ ~ d , ,r _ ~ ` r I ~ UNDISTURBED OR COMPACTED SUBGRADE
COMPACTED .I I ~ a Processional CRUSHED ROCK SUBGRADE Engineer) V"
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CONT., 3" CLR. IT., 3" CLR. -i ~ ~ I ~ ~ f-
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GARNER PARKS AN D
PLAY T RF T NE PAVER u ADAMS PAVIN MAC PLAYGROUND EDGE RECREATION DEPARTMENT
NTS NTS NTS
GARNER, NORTH CAROLINA
FlNISHED GRADE
2% cross slo e Professional Seols
2 I-2 ASPHALT . _ II1~~11111 ~7~1/,,,
6 a NOTES: GARp~
o~ 4" CONCRETE ~ a -Ex ansion 'oints ever" 30' ~0 < ° O ~ P 1 Y ~ - • - - or as shown on plans ~,,P~~SGP AR~y/,,9
°Q ° ° _ _ _ -Control 'oints ever 4' or o O~ as COMPACTED 1 Y ` ~ Tin
6 ;:COMPACTED ABC - _ _ - - - as shown on plans - - - SUBGRADE - -Broom finish ~ C-110 ~
- - - - - - -Concrete to be ~ ,
'.COMPACTED - ~ - 2800 PSI C~ 28 da s O ~ ~u ~ ' Ir .
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NTS NTS NTS ~',p
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Revisions
N p. Description Date
~ Respond to Comments 20/3/08
PLACE TREE PROTECTION FENCE ON UPHILL
SIDE OF CLEARING OMITS. LOCATION 70 BE APPROVED BY TOWN AND 2 Respond to Comments 4/4/08
LANDSCAPE ARCHITECT PRIOR TO CLEARING 3 Respond to Comments 4/28/08
TR C FENCE
LIMIT OF CONSTRUCTION
ALL'LUMBER TO BE TREATED SOUTHERN YELLOW PINE
"DIAMOND CUT" RAILS
5' Sf1~ULDER ~O _ 5'Sti~ULDER Date Issued: 3.3.08
I I ASPHALT TRAIL P ER DETAIL N Scale NTS
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2 I-2 Drawn by: JDC
EX_ GRADE „ - - - MA 6 COMPACTED ABC
x 3. ~ <SIpF E r0 ex. 1 1' FINISHED GRADE Checked by: BHS
GRADE GRAVEL 2% CROSS SLOPE GRAVELI
TOWARD CREEK---? I, '0 o o ' ORANGE SILT FENCE
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COMPACTED SUBGRADE ~0 'ON _ EX. GRADE_ _ ETA S
T R I ATION OF TRAI p~N " CEN E L NE ELEV L
REFERENCE PROPOSED ELEVATION CHARTS ON GRADING SHEETS NOTE: fENCE WILL NOT TO BE PAINTED, STAINED OR SEALED
L- PI REENWAY SECTI N TYPI AL G / SPILT RAIL FENCE Sheet No.
NTS NTS
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