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DRAINAGE PLAN

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MANHOLE ADJUSTMENTS AND NEW INSTALLATIONS REQUIRE CONCRETE
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\� i o �.� ��' S GRADING LEGEND No. p
5/17/08
DWQ SUBMITTAL
---__- - EXISTING CONTOURS
PROPOSED CONTOURS
MAT H U f E 1 } I j
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BIO RETENTION AREA TABLE o C - NEUSE RIVER BUFFER DISTURBED AREA
Upstream
White Invert Downstream Rip Rap Stone Date Issued: rj• L�.Q 8
Deer
Section Elevation Length No. of Constructed Invert Velocity Length Rip Rap Diameter Thickness - PROPOSED STORM DRAINAGE PIPE Scale 1 ��=5Q'
Park Culvert Size Material (fit) (fit) Barrels Slope (%) Elevation (ft) (ft/s) (ft.) Width (ft.) (in.) (in.) Class
Bioretenti CV-1 12" HDPE 287.40 13 1 1.31 287.30 5.84 4.0 3 3.00 9 A Drawn by: AC P
on Areas CV-2 18" RCP 275.00 64 2 1.56 274.00 7.74 6.0 4.5 3.00 9 A Checked b y• R A H
Underdrai
Riser n Outlet Pipe CV-3 15" RCP 271.00 70 1 7.50 265.75 6.9 5.0 3.8 3.00 9 A
CV-4 24" RCP 266.50 85 1 2.94 264.00 11.72 12.0 6 6.00 22 B Sheet N o.
Top of GRAPHIC SCALE
Pond Bank CV-5 15" RCP 267.50 35 1 7.14 265.00 7.67 5.0 3.8 3.00 9 A
Length finished Elevation 10- r 100- r s0 0 25 50 100 200
Y Y CV-6 15 RCP 268.00 28 1 10.70 265.00 5.24 5.0 3.8 3.00 9 A
ID (ft) Width (ft) Grade (Ft) Side Slope:1 Top EL Invert EL Invert EL Diam (in) Material WSEL WSEL
CV-7 15" RCP 245.80 18 1 2.22 245.40 6.43 5.0 3.8 3.00 9 A
A 120 10 276.67 277.67 3 277.42 272.42 272.59 15 RCP 277.56 277.61 CV-8 30" RCP 240.50 18 2 5.56 239.50 11.85 15.0 7.5 6.00 22 B ( IN FEET )
B 120 10 276.67 277.67 3 277.42 272.1 272.59 18 RCP 277.58 277.63 CV-9 15" RCP 267.50 12 1 4.17 267.00 5.15 5.0 3.8 3.00 9 A 1 inch = 50 it.
C 110 10 268.67 270 3 269.42 264.42 264.59 18 RCP 269.53 269.64 CV-10 15" RCP 239.00 17 1 0.00 239.00 3.38 5.0 3.8 3.00 9 A
D 160 10 271.67 273 3 272.42 267.42 267.59 15 RCP 272.58 272.64 CV-11 15" RCP 248.50 10 1 1.00 248.40 3.52 5.0 3.8 3.00 9 A DRAINAGE PLAN
CV-12 15" RCP 287.00 20 1 0.00 287.00 4.72 5.0 3.8 3.00 9 A

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---_ ' GRADING NOTES
1. INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL.
2. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN
-fit 1 � ....-
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5. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MINIMUM 2% CROSS €. h c
SLOPE IN THE DIRECTION SHOWN ON THE PLAN.
6. EXISTING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART
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ENGINEERING, INC.
7. ALL NEW GRADING SHALL MEET EXISTING R SMOOTH
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8. ALL PUBLIC STREET WATER VALVE SANITARY AND STORM SEWER
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STORMWATER NOTES
\ I i c I J r \ \ \ \ \ /t / , \ RECREATION DEPARTMENT
�\ I t J { \ \ \ \ \, r / J / 1. SITE MUST BE STABILIZED PRIOR TO INSTALLING ENGINEERED SOIL IN
THE BIO RETENTIONA AREAS.
I { GARNER, NORTH CAROLINA
2. MAINTANANCE PLAN DEVELOPED BY TOWN OF GARNER TO BE FOLLOWED
DURING AND AFTER CONSTRUCTION OF STORMWATER BMPS.
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r/ `� RALEIGH NC 27601
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Stewart Engineering,Inc.are Instruments of professional service intended for one-time use.They are subject to
s copyright and other pmperty right laws and shall rem,,the property of Stewart Engineering,Inc They are not
to be coped,modl,ad,or changed n any manner whatsoever nor assigned to a third party without prlorwrlt[en
t I I Z Q I -- - t A 120 10 276.67 277.67 3 277.42 272.42 272.59 15 RCP 277.56 277.61 permission a'S ewart Engineering,lnc
rn i7 y a t f __ - - - C �l
INV 272.42 B 120 10 276.67 277.67 3 277.42 272.1 272.59 18 RCP 277.58 277.63
�,\�i \ t I I i I I \ F g ' o C 110 10 268.67 270 3 269.42 264.42 264.59 18 RCP 269.53 269.64
D 160 10 271.67 273 3 272.42 267.42 267.59 15 RCP 272.58 272.64
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IM 277.42 ° `~ \ ` '.b f ' F�, CULVERT TABLE
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Upstream Upstream Downstrea
1 \ �, 0 0 \ \ Invert m Invert RipRapStone
\ \ \ I , ° ° 'r S Elevation Length Constructe Elevation VelocityLength Rip Rap Diameter Thicknes
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\ \ \ \\ \ \ \ ! t{ 2� Culvert Size Material (ft) (ft) Barrels d Slope (/o) (ft) (ft/s) (ft.) Width (ft.) (in.) s (in.) Class `� ��,,�
\ \ \ \\ \ \ \ t \ \ \ 0 \ t \ \ \ , / _____ �. .�� CARP
\ \ \ \ \ \ \ \ \ �-RiPw� �4w �� \ \ \ t 0 \ \ D \ \ / / CV-1 12 HDPE 287.40 13 1 1.31 287.30 5.84 4.0 3 3.00 9 A O�••'••SBi•''`�'L�
1 \ \ \! t ! \\ \ \ � WIDE X 9'"\n�it 2�t. \ CV-2 18" RCP 275.00 64 2 1.56 274.00 7.74 6.0 4.5 3.00 9 A 2:•�OF� Gti9; 9
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t = 033317 ,t 2
\ \ \ \ ( 0 \ \ \ 1 I \ t CV-4 24 RCP 266.50 85 1 2.94 264.00 11.72 12.0 6 6.00 22 B ; .
_ CV-5 RCP 267.50 35 1 7.14 265.00 7.67 5.0 3.8 3.00 9 A '9y'•..•NGINE�;.••'���
27 \ \ \\ \C�� \ \\ i \ \\ 01,2413 CV-6 15" RCP 268.00 28 1 10.70 265.00 5.24 5.0 3.8 3.00 9 A ''�. HAMv��`�
\� �\N. \ \ \\ \ ~\ \ \\ \ \ I 1 \ \ GF4 CV-7 15" RCP 245.80 18 1 2.22 245.40 6.43 5.0 3.8 3.00 9 A
\ ` \k\ { \\ \ \ ~� �'~ \ \ r\ \ 1 J CV-8 30" RCP 240.50 18 2 5.56 239.50 11.85 15.0 7.5 6.00 22 B PRELIMINARY - FOR
CV-9 15 RCP 267.50 12 1 4.17 267.00 5.15 5.0 3.8 3.00 9 A REVIEW PURPOSES ONLY
CV-10 15" RCP 239.00 17 1 0.00 239.00 3.38 5.0 3.8 3.00 9 A
\` •,,,•. �\ \ ��~-. 2t � \ \ f '* \ \ CV-11 1511RCP 248.50 10 1 1.00 248.40 3.52 5.0 3.8 3.00 9 A
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NO. Description Date
tV
_ DWQ SUBMITTALAso
5/17/08
�'tF �F -DISTURBED
STREAK CENTERLINE-
!!�,�;�*�,r(TYF NO
GRADING LEGEND
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---_ \\\� t \\ \ \ \ \ \ I j l \ - PROPOSED CONTOURS
\ _ �\ tt \ \ LIMITS OF DISTURBANCE
PROPOSED BIORETENTION AREA •
Date Issued 5. 1 4 0 8
\ \ \ \ I \ Scale 1 =50
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SURFACING FLUSH TO TOP I I I 1 1 I I I I I I I i ±' "':•'' `, = HOLD FINISH GRADE 4"BELOW
LIQUID ASHPALT SOD PLUGS OR TURFSTONE PAVER OF CONCRETE I I { i I I i I i I I I i 1 I:I I i I i I I I I I ! TOP OF CURB UNLESS 306/200 Parham Street
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DEER PARK
GARNER PARKS AND
MACADAMS PAVING TURFSTONE PAVERS PLAYGROUND EDGE RECREATION DEPARTMENT
1 NTS 2 NTS 3 NTS
GARNER, NORTH CAROLINA
FINISHED
GRADE
2" I-2 ASPHALT
2% cross slope
Professional Seals
o " a a NOTES:
4 CONCRETE
•Q O 0 —Expansion joints every 30 �\A CARD11.... .�..
o °O . o or as shown on plans
" ° O Q O° COMPACTED —Control joints every 4 or
6 COMPACTED ABC
' v as shown on plans
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SUBGRADE , —Broom finish
COMPACTED I I-I �� C-110
—Concrete to be
SUBGRADE —III 2800 PSI 028 days , LP
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4 ASPHALT PAVING 5 CONCRETE WALK
NTS NTS NTS
i .
Revisions
No. Description Date
PLACE TREE PROTECTION FENCE ON UPHILL 1 Respond to Comments 20/3/08
SIDE OF CLEARING LIMITS.
LOCATION TO BE APPROVED BY TOWN AND 2 Respond to Comments 4/4/08
_ LANDSCAPE ARCHITECT PRIOR TO CLEARING
3 Respond to Comments 4/28/08
TIR PROTECTION
FENCE
LIMIT OF CONSTRUCTION
ALL LUMBER TO BE TREATED
SOUTHERN YELLOW PINE
"DIAMOND CUT" RAILS
5'5t10ULDER 10' 5'5HOULDEP, Date Issued: 3.3.08
ASPHALT TRAIL PER DETAIL N
Z
Scale NTS
EX.- GRADE 2" 1-2 Drawn by: J D C
MAX 3. SHOP 6" COMPACTED ABC
FINISHED GRADE
Checked by: BHS
TO EX. GRADE GRAVEL 2% CROSS SLOPE GRAVEL
TOWARD CREEK
84 a b —i ORANGE SILT FENCE
��•o °— 0 0 UO , *;so �•° o�o° ' _ �• O �9. ato '� o to 8 • , 0
yAX 3
Ill -I III-11-
� � I I � I � , R
CONCRETE FOOTER
I J II 6 WOOD POST-1I _ CII1=1I_ -1 12" DIA. ® EACH P OST
COMPACTED SUBGRADE E Novo ON A� ,_Ex. GRADE '
DETAILS
CENTERLINE ELEVATION OF TRAIL N
REFERENCE PROPOSED ELEVATION CHARTS NOTE: FENCE WILL NOT TO BE PAINTED, STAINED OR SEALED
ON GRADING SHEETS
GREENWAY SECTION / TYPICAL SPILT RAIL FENCE Sheet No.
7 NTS 8 NTS