SW8060347_APPROVED PLANS_20060627

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW DJ`Y 7
DOC TYPE ❑ CURRENT PERMIT
UVAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYWMMDD

SWALE CALCULATIONS CHART
+ + +
L
Area
0 Side- Channel Velocity velocity
Depth of flow
r
Section (acres)
(cfs) Slope Slope (b( rased)
( rq assed)
2A - 2A 0.64
2.3 5:1 0.0045 1.9 1.0
0.7
7L \
2B - 2B 1.06
3.8 5.1 0.004 2.1 1.1
0.9
3 - 3
l RGP�
1.71
6.1
5:1
0.005 2.6
1.3
1.0_
4 - 4
0.29
1.2
5.1
0.00, 1.9
1.0
0.5
5 - 5
1.51
8.6
5:1
0.009 3.5
1-7
1.0
6 - 6
2.3
11.5
5:1
0.0045 2.9
1.5
1.3
\
? -
1.08
3.9
5:1
0.003 1.9
1.0
0.9
ry
\
8 - 8
0.8
5.2
511
0.005 2.5
1.2
0.9
J
9 - 9
0.62
3.1
5:1
0.003 i• 1.8
0.9
0.8
1C - 14
0.49
2.5
5:1
0.004'r1.9
1.0
0.7
TO RICE-ILANDS
AN
--F,\ONY FARM RD.
G NEW
SR 1212 RIVER
TE
BLU E
�W
GREEK a S
JACKSONVILLE -
3Q BLUE CREEK RD.� i
SR 121,3
GNEW
RIVER
TO V41 LM I NGTON
VICINITY MAP
NTS I
-�- i "rot INV. iN o - f. =-_` - - - _ - - ,,, ,,, _ ,i ,.� - - - -- - - - SITE BENCHMARK
Buil e h o>> Z _ - - -------- _- - - - - -- ��' _ , , \ SEDIMENT TRAP CHART
P ", = --- -- .. _ -_�Top of top flange bolt
with excavated >� _ _ 'PK _ __. -
1 OUT 45.8 ; j 5:1 Swale iol".5 School ` y PK _ - PfO sea 3b� Road T-� \ nearest M in 1"1eUller pr1 Sediment Disturbed Volume Size
' 1 Si _ �"� -� - P _ aPl _ PK - - -. - �j ` existing fire hydrant Tra Area Acres
' G i © NV IN 4 r e I \ f J.T. �_� E �_ �' -; �-�-- - -- __ _ - -- `-�. --_- - EP EIGV. 47.5A 0.33 ) (CubicYards)(Length L Width
xD3p0h)
C (Typ. 30' -_. - #25 4q.;;� BB „P` E--_ -.. - - --- - \ #2 1.0 6' 40' x 151w x 3'D
-,,,
S #2 B 5:1 Swale 4q.] x_� 20-,,• -- -- - - ` \ \ #3 0.25 17 20'L x lD'w x 3'0
' . . ,,,,�„- #4 0.3 20 18'L x 10'W x 3'D
3 5! , I. -� O.0 I INV. IN 4q. _.--g �� �"- �L -��� �"" „--r.., yf� \ #5 o.a 54 50'L x 10'W x 3'0
® 51.0 25 F-r�r , _ -- - -_ sf - �- \ #6 0.95 64 40'L x 15'w x 3'0
52.4 2' 50.5 \ 51 0 q,5 ? 46.0 FES 1 ! �ES"` - - -p f---=E� f sf #7 1.8 120 54'L x 20'w x 3'D
4c1. fliZE3
51.q \ -_� � �,•,.._ 1N 1N � i 4 INV. OUT � � � .}'. \.� - #8 1.5 100 95'L x 20'W x 3'D
FES 7 x-� 51.3 0.8
r � � ® 20 g.0 � h. � + � em #a o.a ��3 i,�'r. . ,'.'w x r'o
\ - ' T - INV. OUT�,,-� .. �; I I. 0 ell � 50.3 t � 45.2 7 � �e � #1U 0.7 47 42'L x 10;W x 3;D
\ P nV. ® \ $ #I1 0.4 27 24'L x 10'W x 3'D
1 _ 51 0 47.2 n 50.5 2b' x,, F� q.27 7 s 5:1 ale Install silt�Ili
nGa® #12 0.7 47 42'L x 10'W x 3'D
� 50.0 ,Efl 25 from W
� � 50.7 � 0 50.5 In ,. 14 \� �- 4' High Chain link Fence \ #13 1.4 99 s6'L x ls'w x 3'D
7 #14 0.5 39 301L x 10'W x 3'D
INV. O Cone 51.7 25 50.2 ® u' ' ® 2 outside SFM Easement
curb cut \ \ #15 0.5 39 30'L x 10'W x 3'0
6 $;} Swale ^"„ �T��' ," �\ `S/ p \, 4 (Owner Installoted) \ #16 1.1 74 44'L x 15'W x 3'D
© ,,,
�� \ #17 1.6 110 66'L x 15'W x 3'D
4g.0 FES 5l .2/ Sentr M el \ \� '4 4 urb Ou �i / \ #18 0.8 53 4B' L x 10' W x 3' D
30, ti INV. OUT 50. try M'
\ , Chute (Typ. ' Stockpile topsoil on this field ' ,� #19 0.7 47 42'L x 10'W x 3'D
50.5 nv. In 50.3 and temporarygross and mulch T. #20 0.2 14 13 i L x 10' W x 3' D
\ #21 0.4 27 24 L x 10'W x 3 D
Install RC D F : � 4g. �-- r" � /��� - '
' 49�- Inv. In G 4q.8 7 RCD 022 0.3 20 18'L x 10'W x VD
in existing J 5;� ry 4
ditch j 48•5 r -- - 6 rj ,' 48, �' SwQ1e '� b'` #23 0.9 60 36'L x 15'W x 3'D
47.5 �' 4 4 ` \ \ #24 1.0 67 9D'L x 15'W x 3'D
FES INV. T #5 4q.3 O \
III IN 45.0 5 4\ 48 8 ry 50.5 M.- O �, . \ #zs 0.7 97 28'L x Is'w x 31D
,. F. ,, ® \ \ Design Standard - 66.7 CY Sediment Trap Volume per Disturbed Acre.
11 - 11 3.60 15.5 5:1 0.003 2.7 1.3 1.5 5 \
13 - 13 0.43 2.6 5:1 rA .82 a-C�L�C �'S`'t2 rl` /r) ,'g'� rGrovel Drive -
�. 14 -- 14 0.28 1.3 5:1 0.003 1.4` 0.7 0.6 \
_ '•, 15 - 15 0.42 1.8 5:1 0.004 1.7 0.9 0.6
16 - 16 8.3 22.4 3:1 0.003 3.3 1.6 2.1
17 - 17 4.9 18.5 5:1 0.005 3.4 1.7 1.5
18 18 1.0 6.5 5:1 0.005 2.6 1.3 1.0 \
19 - 19 1.0 6.5 5:1 0.005 2.6 1.3 1.0
P. ^�_ _��____ '`� ` Power Poles zD - zD 0.84 3.6 s:l 0.005 2.2 1.1 4.8 \ \
Z prd _ '' to be relocated 21 - 21 0.67 3.3 5:1 0,0045 2.1 1.1 0.8 r,�
_ �� �� ' ` 22 - 22 0.29 1.1 5:1 O.ODS 1.6 D.8 0.5 \
23 - 23 0.45 1.9 5:1 0.0035 1.7 0.8 0.7 `1' �b
Stabilized Construction 24A - 24A 0.54 1.9 5.1 0.0035 1.7 0.8 0.7 \ 11V
Entrance 24B - 29B 0.94 3.7 5:1 0.0035 2.7 1.4 0.7 \ \ / ui
25 - 25 0.48 2.4 5:1 0.008 2.4 1.2 0.63
1 -�_ ,� Q=ciA Friction Factors
p p - `�� C=Varies n= Bare Earth
%�_ '_'� - '�' ® Sec Turn Lane Plan far i10_".17 in/hr. - n=0.05 Grass { ii
- _-_
;® �- -�,,, i10-5.4 inihr. (16 16 only) v- 1.49 R 2/3 s 1/2 �u
1011 S_�, __ _ additional information on rtc
ower Poles _ - Exi R pe -_
ex!�t,n QN ASH, I. See site n _ - o r r
=_ 1
turn lades be relocated Ir:v
_ � �'•r' section locations. �� �` \\ yip_ . q I✓ � p v.! �:.:ater
Install silt fenae�•'�=',�_ �� ----� -� �__ lr t T�
_ e 2. Line bottom and sides of all ditches /
,,, 14" va er �r O
9 �t ` -, JB .0 r� a�[� swales
American Excelsior
�} 2 off woodsline g - O
S-R. 1211
� �-r•'� 51. D f �, �_ �►' b��= =��i- TOP 48.0t 6
`mod_
1 i.1 f _ - �'=� INV, 45.57t Q, R
,
J8 See Turn Lane Plan for
CON TOP 48.3± additional information on
1 __-
=
Itun lanes
NV. 45.35t
G -- - --� ., Stabilized Construction ex,�ting ONVrS
50.2 _ =f_ _-� _ Entrance Power Poles Maier
4q.5 _��s� \
/ / N Oj T Install silt fence FES 47.5 _ f- �'1 _1 ~"� ~�- ��- to be relocated
4q.5 I 5 from R/W ",/
+ existing
woodsl ine
FES
INV. OUT
J�
®Install RC
In existing
ditch
Install silt fence
2' off woodsline
����511(Ilfilrr,r�
'6' CERT. No. -_
172
ZEIC ,��
✓✓✓�f�rrir�il�siti�����
R
4601 Lake Boone Trail, Suite 3-C
Raleigh, North Carolina 27607
[phone]
[phone] fax
sriithsinnett,corl
The Smith Sinnett Associates, RA,
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Boa 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
ping Horfz, t�aa"" A R 0 ap /
M 4 s�-�•
ws d
consultant
project manager: Bill Lawrence
project architect) Bill Lawrence
drawn by: JHS, JJL
checked by: Timothy M. Stewart
© r 0' 4 r
30' S0. S. 50. F£5 �4/e��` 51.0 A8.0 0 � e
/ q.8 INv. IN .,, 51.3 v \ \ ' This drawing and the design shown is the property
`GJ FES ® ,, � 7 FEs 5o a Nv ouT �-- x N F \\ \ 6- �S of the Smith Sinnett Associates, RAI The reproduction
(� INV. DU e INV. OUT � 48,5 -- Q,
} 20 7 �� \ '� , 1. FEs ryC ® 4 �:� M \� ' 1�, or use of this property without the written consent
' -..-- 4q. '/\d 48.5 O 1 O. R INV. IN o O
- F ��0 0 4g` 4q•8 �_`'' 0 4 Install silt fence `� \\ "�� �r� o� of the Architect is prohibited, Any infringerlenwit t
�(`' Top 50.5 access
\x 5 " 1• "�:I ,� nv' 2 Build up fields u�;th excess 25' from R/l"1 \ \ \ �C� Q' of the ownership rights will be subject to legal action.
} y 1 ; o• �( Inv. 47.8 50 8 50.2 (vale 20 7 5p.o S ® excavation materials from on -site All copies of this drawing gust be returned to the
Courtyard FEs o 5 0' 1 5 -- - ���# G �� gyp. ` Architect at the completion of the contract,
+ � See Architects Plans
25 B NV. IN x 51.0 1 S1 FES-.--aa
A. 1. f 2 INv. ouT ` ® �\ The Smith Sinnett Associates, P. A., ©3/14/2005
��� 2 ' 2 r
s`h Instal sit once c # 1 „� ' ' S1.5 1.0 O exia na Iq
7 Q� around G.B. (Typ.) q 5 INV. 51.0 �,
s �" �\ � \ d i ,rater
r/ 7 .a� CB ® 51.0 ouT '�' , `
'aJ0 r Top 5D.0 x Q 47.3 ' N F 2 - JJL - Rev. scale, add vort sentry 4/1q/06
' \ I y 5 • � ® a' \ 4 pipes DD GG.
Inv. 47.5 x ® , 50.7 50.4 1 c+ 2. --; O\
/ �� 50.1 crate G G •49.5 �- ® �, w� I - .JJL - Rev. per PAI Check, Bid 3/30/06
P v sT #Iq \� number description date
nv. 48 3 s \ n 4q.6 q.0 4q.q T pB51. g 0 47.5 \ \ FES I Documents Add Swale calGs.
�i4Q� h \ FE5 INV. ' P Fl. 50.7 �\ INV. N
IN 48.6 O 41.4 revisions
© ( ��, L - FES Inv. �,
(((YYY Fin. Floor I,
/. ' In 45.5 ST #17 48.0 \F \ \ Entrance b PC of
J released for construction
lj T FEs � H _ _ _-. � �G ��, Elev. 52.0 5 � � �curve
1 1 J ; fNV. IN 1 O X FES inv. 1 _R
O\ \ \ as hallo Z N
50.5 Curb Sto s ® F ® LEGE D
k� INV. IN �' ^ 1 50.2 xf 50.1 Crete g. Ramp out 45.3 �,. , 7 0 Stabilized O ISF - Iron Stake Found
�- ® ti Construction (D PKS - PK Noit Set i
No C#G T Vort Sentry M el S�' #16
^ O,O i 5 51 %i W \ \ Entrance ' R/W - Right-of-way
r
LI]lCenterline
i' Dum sters - - 50 5 nv, n ® ti \ FES INV. - Street Sign
x RRA ® P 0 -- - In O >{�� y�° ® T F - r-... g
l ut
\ ._ OUT 40.8
it
FES INV. INV. IN IN 1 5. P g
20' INV. OU _ t 43.7 ®,� 16i}: *• sroP - Stop Si n
8 Inv. Out 9v v �� 50. OUT 46.3 5�y o ® OUT r,.,.
Q G 5 r
1 2-5 PLAYGROUND 46.8 _ � Cone. o f 50.3 q• � ST #18 � .. �� 47.5 0��� G-�___.--
1 � �� Service 5. STOP tap Ba
® FES f 4q.7 4g. 50.3 `o ST #1
S # Yard 51.0 Asphalt Islands 45,0 �S �0 0\ r,✓ ^ Handicap Parking
- Traffic Flow Arrow
;� INV. IN P O� e .>� ,. '/, , f , �� .:a
® • FES INV. ;� ® ,, -__ 50. (Striped) q F c� '�� � � s �' � 004 ''(,{o \ ® � � �"'
0 IN 46.5 •� �S, i lap 60 - N 47 3V 50 6 F3 x R �c � + K `:� � - Trees
50� ���'o ® C \ ' \cs0 Shrubs
® / Top 51.0 X ® ® ` Top 44.5 4 \ \ \ =; pe 'r.•,
5l .
Inv.
N1 51.3 Inv. 46. }'j �,, V
Landscape island Label
�/ Q o CB Cp'
i K-t�xROUND 47.5 i E G! ` ® / e P 4 °j 42,31 - Existing Elevation
To 47.2 Yx st na +eadwol;
- Proposed Elevation
Cone. GAG Top 4q.e \o so Inv. 43,5 TOC - Top of Curb
INV. I ST #8 i 50.0 �Q M " �, E ® CTYP) Fl. 4q.3 .� 5 ''`\�i
x INV. IN v� Inv. 47.1f 3 e� �O Or
,/ ''V ' # 10 '' � 5i.4 F£S INV. ® 9t�� /' � 1=L - Flow
i ® i s 5o.g / %/
4q,0 :1 g,ya� ,,,/ RCD FES �'� 50.3 OUT 43.7 \ 7 �G,J �/ Move and Reslope existing ditch ^ Ditch
� ( � � ° 100 F. � , ' � side slopes at 3:1 and
D DZ :' g 1inl' 5:1 line with fabric and rip rap p
10 Inv. Ou Vort Sentry Model u
f_ FES 0 50.6i MF �° FES o Vort Sentry Model Sy;�+� �y � � i 4 I OU discharge
P P -
1= 1 l.q ® A -RPi e Lobel
Pad
\ Suual / Release flow to discharg
} 20' \s nv, n /'� INV. OUT 1 V540 To 50.0 MF 7 ,,, `� ,,4 to natural RR P p Rap
} flat-. C#`o © K g INV. OUT Inv. Out 47.6 //X" 13 1 �, ground at i� RCD - Rock Check Dam
}V, OU Loop GrQye; 50• h� : ui Inv. out 4, .0 _ k / elev. 41.5 ® 5T #1 - Sediment Trap
45.5 ST #12 i : wa / Install silt fence CICB - Curb Inlet Catch Basin
25' 5=1 5wale;-=, ® o�F at disturbance limit '� YICB - Yard Inlet Catch Basin
©S #11 45.7 "-'-
5:l Swale 0 0. 11 �, �-��® �-,,,�„' ,• ,,, '= 14 - in Manhole
® . , a
� � � � SDMH Storm Drain
EJB Junction Box
In RG f - _._ \ 5,Existing ©EGB - Existing Catch Basin
in existing 40 of -^--�- of of
sf ----- --- sf v
Pranc.r RCP ^ Reinforced Concrete Pipe
sf '�' N
ditch s 5 �, of of sf--- -sf of i \, / CPP -- Corrugated Plastic Pipe
of -of sf -- sf - -"- sf '• 'f of of ° DRAINAGE PIPE CHART Alternate G-3 Note: �`°f
- � silt fence �
m OUTLET Errrergency Use Gravel Drive and all work4or
AREA Q10 DIAMETER GRADE LENGTH VELOCITY associated onlywith it radio ravel CB I 50 5' from woods �cL / ¢ - Swale Label
(grading, gravel, , pipe, aq� % � o
PIPE (acres) (cfs) (inches) (ft % ft) (1P) (f s) RRA, Select Fill, outlet swales, ST #14415, RCD's) Oe 5f ^ Silt Fence
A 0.52 P 0..003 �` shall be included in Alternate G-3. ,1\ �/ ,
6 0.52 3.4 15 RCP 0.003 186 3.7 r Approximate p EMH - Existing Manhole
C 0 16 0 5 12" RCP 0 008 24 3 0 ' Wetlands Line EGO - Existing Cleanout
existing
ditch
Install silt fence along edge
of woods and on each side of
+ ditch and slope ditch banks
at 3:1 slope and grass, mulch
and line ditch banks with
geotextile to stablilize.
existing
woods
Existing 40't
cleared path thru
woods for existing
line
❑ 1.36 7.8 18" RCP 0.012 16 7.0 '
E 1.80 10.3 " RCP 0.005 40 5.4 �'/ \ s* GO - Cleanout
F 2.75 11.24" RCP 0.003 60 4.5 ST #I GO
24Manhole
G 1.48 6.4 18" RCP 0.004 80 4.3 ',� ''
H 0.94 6.1 18" RCP 0.005 144 4.4 5F Linear
arFeet
I 2.12 10.6 24" RCP 0.005 60 5.4
1 1.72 6.2 18" RCP 0.003 60 4.7 �-
K 0.59 2.5 15 RCP O.OD5 52 3.1 � N BO P.T. - Plug Tapped
- Blow -off
�
L 0.62 32.1 5 15" RCP 0.005 32 4.0 `pan GOERAL NOTES: FH ^ Fire Hydrant
M 0..15 RCP 0.003 6D 3.1. Topography shown is taken from actual survey by John Pierce Surveying
GV - Gate Valve
N 0.20 0.6 12 RCP 0.005 60 2.6 ER05ION_ AND SEDIMENTATION �,,� Dated October 2005 with additional topo of turnlanes by 8 NM - WMeter
0 1.0 6.5 18" ater RCP 0.005 40 4.7 CONTROL NOTES: i Parker t Associates, Inc. EFH - Existing Fire Hydrant
P 1.0 6.5 18" RCP 0.00540 4.7 2. Entire development area previously cleared Agricultural Field EGV - ExistingGate Valve
Q 0.67 3.3 15" RCP 0.006 36 4.3 2. Seeding Sipmefications= -
R 0.29 1.2 12 RCP 0.006 48 3.4 1. Construction �agiuence: with woodsline QS Shown. --- - - - - - Water Line
Apply time and fertilizer and work into seed bed. Seed mixtu 3. Contractor shall limit radio activities to within grading/disturbance /disturbance
S1 0.84 3.6 15 RCP 0.005 68 4.5 A. Notify Architect and North Carolina Department of / grading g'" g O PP - Power Pole
S2 0.52 2.2 15" RCP 0.003 96 3.0 shall be distributed uniformly and covered with a clean straw limits identified on Ian.
T 1.42 6.1 18" RCP 0.005 68 4.7 Environment, Health, and Natural Resources, Land . P LP - Light POIc
mulch. Mulch shall be crimped and tacked to help hold in place, f 4. "As of January 1 Ic186 anyone di i with mechanized g
U 0.39 2.2 12" RCP 0.003 30 3.o Quality Section at (q10) 7q6-7312 prior to % Y ,digging i--GW - Guy Wire
Minimum material and application rates are as follows: i ent in highway right-of-way, private utility easement
V 0.34 2.2 12" RCP 0.003 30 3.0 beginning construction. Release flow ' '-' g g aY, Y r MEG - Match Existing Grade
W 10.1 21.3 30" RCP 0.006 1C4 7.3 See specifications for additional rea}pirements. or public spaces will be r ired b North Carolina law to
B. Install stabilized construction entrances. to natural P Pie y MFG - Match Finish Grade
X 2.8 10.0 24" RCP D.fl04 98 9.9 AaL711GatlOn R��_ / IVC notice Of the D excavation to all the existing
Y 0.5 1.6 15" RCP 0.0013 180 - G. Install silt fence where indicated on plan prior to beginning construction. ground at g proposed g Woods Line
z 1.5 5.4 15" RCP 0.010 32 - D. Install drainage swales and ditches with sediment traps Lime 3000 ibs/ac. elev. 43.0 area utilities at least 2 working days before starting to
AA 2.0 7.2 18to grading. Within 15 days, Fertilizer (10-10-10) 800 lbs/oc. dig. The utility owner is regwired to locate its facilities TDB " RCP 0.0013 170 - and rock check dams where indicated prior _ Top Of Bank
BB 1.1 3.9 15" RCP 0.010 32 - temporary seed swales, if not in fins! condition, or permanent seed and install Mulch 2 tons/ac. in the area of the proposed excavation. Utility members of / / QP - Edge Of Pavement
CC 3.1 11.1 24" RCP 0.0013 120 3.1 swale liner, if in final condition. Asphalt Tack 435 gals/ac (max.) ll �' ��I .
DDl 0.39 2.5 15" RCP 0.010 10 - E. Grading operations shall in at low lots ULOCO can be contacted at I-800--632-4g4q.
DD2 0.39 2.5 15" RCP 0.010 10 4.9 g points, Parmailent Ser. ing 5. Contractor shall verify location of existing water and
EEl 0.29 1.9 15" RCP 0.010 10 - points of outfall release or at other locations Rebel Fescue 100 lbs/ac, sewer mains and report any deviations to Architect and p� 1RO��P�"
1 c`E2.` 0.29 1.9 15" RCP 0.010 10 4.6 where sediment control measures are shown on Common Bermuda Engineer prior t0 construction. A j�� i:'
FF1 1.D 6.s 18" RCP D.Do4 100 - the plan. Sediment control devices (sediment traps, (dulled April I - Sept. 100 ibs/arc. 6. contractor is responsible
FF2 2.0 12.2 24 RCP 0.010 10 - \ Pr ) ponsible for contacting any utility company
FF3 2.0 12.2 24" RCP 0.01C 10 7.3 silt fences, diversions, stormwater treatment cress, (Unhulled Sept. 1 - April 1) 125 Ibs/ac. that is not a member of ULOCO. L,��
GG1 0.50 3.2 12" RCP 0.010 10 - etc, shall bC Installed before or slmUltarleousl with �M V
GG2 0.50 3.2 12" RCP 0.010 10 5.3 ) Y Rye Grain (Sept. i - April 1) 50 ibs/ac. 7. Contractor shall verify location of all underground utilities �rlNWj AVER
Q=ciA RCP = Reinforced Concrete Pipe the disturbance of any area tributary to the device. German Millet (April I - Sept. 1) 50 ibs/ac. prior to commencement of work.
tc=5 min. CFs = Cubic Feet F. Strip topsoil and stockpile for later use. kIAGC i
per second 8. Contractor is responsible for any damages to any existing (��� �^
i1D-7.17 in/hr. LP = Linear Feet G. Install storm drainage piping, water and sewer utilities. All Utilities.
C=varies FPS = Feet per Second utilities under drives and walks shall be back filled with compacted select fill. L� lL�
tc=15 min, c=0.5, c10=5.4 in/hr. (pipe w onlyp FES = Flared End Section H. Underdroins shall be installed in areas. Dec. 1 -April 15 q. Contractor shall strip existing topsoil from area Of proposed \ /
as shown on plans and backfilled with select fill. Koba Lespedeza 50 ibs/oc, building pad, drives and parking lots and swales. Topsoil shall be M � A D ❑ W V I W
NOTE, Rye Grain loo ibs/ac. stockpiled l site. E E M E N T A R Y SCHOOL
7-Contractor shall use invert elevations shown on plans I. Install Geogrid and Compacted select fill sUbgrade and Y Coordinate location with Architect. Upon grading site
for construction. Grades shown above are rounded. rough grade parking and drive areas. Select Fill brought to site shall be from April 15 - August 15 P
2. All pipes shall have Flared End Section on the inlet & outlet ends. German Millet 40 1bs/ac. topsoil shall be used to backfill G4g, cover swale slopes,
a NGDENR approved source. elevate and grade lawn areas and dress u
The lengths shown in chart include FES lengths. August 15 - Dec. 15 g p final
J. Construct building pad. Drive plies. Install building underdrains after piles are driven. landscaped areas. Topsoil shall be placed on all playfield areas prior ❑ N S L ❑ W COUNTY SCHOOLS
Rye Grain 100 ibs/ac. I
K. Contractor must conduct and pass a proof roll test, an to grassing. Rake to remove all unsuitable material from topsoi .
3. Contractor is responsible For maintaining all erosion control Sees specifications for additional information.
the subgrade prior to installing stone, and on the stone P�
prior to installing asphalt. The proof roll tests shall be measures and shall amend measures as regpired to prevent All unsuitable undercut material shall be, used project title
conducted in the presence of the Soils Engineer. See turn lane plan for accelerated erosion from taking place on this site until site to build up playfietds and lawn areas shown to be built up prior to
additional recipirer,ents for turn lanes. is restabilized acid accepted by Architect and owner. spreading of topsoil. All excess unsuitable material shall be hauled
L. Fine grade drives. Place CABC over compacted subgrode. Install curb and gutter. 4. Contractor shall request inspection, from Architect and Division off site and properly disposed of per NCD£NR Regulations. GRADING, DRAINAGE, EROSION & SEDIMENTATION CONTROL PLAN
Install asphalt surface course. of Land Quality, of site work and erosion control measures prior 10. A minimum 4 in, thick layer of #57 stone shall be installed
M. Complete fine grading of roadside shoulder's, swales and to removal of measures. beneath all storm drainage piping, All storm drainage piping
all disturbed / graded areas. Place topsoil. See general notes for additional information. S. Upon restobilization of all disturbed areas and swales, and shall be reinforced concrete pipe, except as noted. Corrugated
N. Seed, Fertilize time, and mulch all disturbed areas within 21 areas are accepted by Architect, contractor shall remove plastic pipe (CPP) shall be double wailed - smooth interior type
days of completing any phase of the grading work. Apply all temporary erosion control facilities and grade, grass and N-12 Prolink Ultra Pipe by Advanced Drainage Systems, Inc. with
temporary seeding if area is to be disturbed again and mulch the areas to restabilize, water tight gaskets.
permanent if areas have been final graded and accepted by 6. See Geotechnical Report in specifications for 11. The General Contractor will be responsible for permanent - -
engineer and owner Architect. Exposed slopes shall be provided recommendations on Site Work. seeding of all lawn areas within grading limits and any other sheet description
Off -Site Clearine for Gas Line groundcover within 21 calendar days following completion of any phase of grading. 7. For additional information, see other plans and specifications. peripheral areas disturbed by his work during construction in
Scale: 1"-500,
accordance with specifications requirements.
12, Contractor is responsible for maintaining all erosion control 2005009
measures and shall amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor pro jest number sheet, of:
GRAPHIC SCALE: 1 „=60' shall not remove rock check dams, sediment traps and silt fence
0 30 60 120 180 until all areas are stabilized and approval is given by the Architect,
13. All loin areas outside of building pad and parking lots shall U/N/K
+ be shaped for positive drainage to swales indicated on plan.
FEET Review final grade with Architect prior to seeding, date Sheet n0.
14. See other plans and project s ifications for additonal information.
U
FIELD BOOK: N/A
DISK NAME: ACAD #? JJ5, JJL
FILENAME: FireTowerES-5ite.DWC,
JOB NO.: 5050515-3979

N
R
ice•
10
TO RICHLANDS
���p�� PONY FARM RD. G
o. SR 1212
SITE
_ Road\ W
_� to be rel Invle41,81 - JACKSONVILLE -
34 BLUE REEK RD.
P.
"• _ _, Sae Turn Larne Plan for 1213
turn information on Exist. 24" Pipe
\
Inv.
��,-_ '-3� •� existing ONVIASA Power Poles Fire 41.92 existing 10" p.v_c. water
`x� �. 14" Water �O \
Install silt fence �4 ,� _ - _ .. � � to be r'elocalted j'VeI' R � \ \ �3TOP ^
2 off uioodsline ®9� - ��:., �� -... 48.0t N,C D cad \ "( •
P�uJ
,.•�` 51.0 _ _ f'' d -• . INV. ,45.57t SOS Al. iz�� Stabilised Construction \ \ \ N G
, i •'' \ g.5 sr � _ � �� � y Entrance
`h�• 50.2 EEntr liar ce nstrueti =' pPKF ` ' Power re \ �C(R TO 1,41 LM I NGTON
y % ~ �sf � z � See Turn Lena Plan for \ �
.� additional information on
Install silt fence 45.B 47.f _� FOF tam lases
© VICINITY MAP
INV. OUT ?g+ / ` � 5;1 cowpla "� 12S' from R/W p� ��L- � � � �`_--=a- �... ..,... �...` � .. \ \ WE
PKFO _
up - - OPKF t " - - �• • • Top of top f large bolt NTS
L!Uiti
ld areas �� = -
JI NV. # �\ h excavated X / e _ OPKF `Existing 20= nearest 'M' in Meuller on
® 9.5 \ Si F,dol 9.5 C' .�_.=_ _ _ P. �� OPr[p Asphalt- _ Proposed 36' R'oaa�OPKF CP\ \ Etev. existing fire hydrant
#
150-51
® INV. • 4b.0 1 r 9. -�-,bf i-�r.P-
52.4 25 \ ® 46.9 J I - - - - - f-"�f1�f f�y _� "� ��- cw \
51 \ 25 C 50.0 4q. �-- �INV�1` J �- --------- --- _- f G f \ \
2O, BEE } i T #2 45.2
I ��
- - - �� - - t�1 a inv. ,ln ' ' �, / / I \ Install silt fence \v
++ _ 7 5 wa e
47.2 .0 1� \ 25 fr•orn R/W \ ® \ \
® 1 = \
I V. ' aCb G 561.7 1.2� J 51'27 ® E 2 �` 50.0 ,,�s 4 \\ \ \ �
5y1Qt�. , 2 ... �. .,. ... '
5T � 5't r .r�"• � 4b/ •'' \ \\ exist. 36" SFr1 \
1 / \10,
30. INV. OUT I ®© \� \� r
\ \
MZ('� \
i - \
INV. N `-� �. \kb ��.•' ''� i . \ \�' /�°'� <
45.0
Wstall RC a 1 0 ptAynELD -- - _ - / e* \
in exist' x S, \ / rr 4
r
a' r . •
m
ems.
Install silt5ulW Lop fields with excess �1 frem
`7
45.
existing 14"
0- EMU
44l� - - --- ------ --- J
'
Ill I i1 R•J
Al
J I-y�•l a �Ciai �T ria.� F-'"111 -ram'- `a.>ti'' Erdrance to PC Of
curve to be
-� � � i'�l cal[•]
asphalt
' I ► © r
��� � -•.. � ��, .� ._.�-ram � • INV- IN Stabilized
___._�sr__, sir_.._-_
Entrance
{,tea • ��� _411 P
+door, E WJ nip
�•�•, 01
L s . `s1■igj� :'. �E-"j1l'•ir t /.1 Gr t • •,i) 11 , {x i • �:�•k� :� •e•.•
1, Affe,91iiiih
., CL'7� ©� J" ► -� Gal
Install silt fervu-_ U
2' off umpodsline.
/ \
1NV. N r� 5' 455 .0V. I i �� / t®Pipe/331nv.
., OUT I N 1
, x , • C
46.3
01
19 4� ® ...
9.0 3p� 507 1® 1.r C5 Top 47.2 4 - f"lin
cep inv. 43.6 /off y.; Move and Resiopi! existing. ditch
I \ q p I ® 50.9 9.8 ® 4 / side slopes at 3 = ti~ and
�Ol INV. OUT u 9.3 4 sU x ® / line with fabric rip rap
/ yam° 48.0 9 t 4 a x - to discharge
tic �/
Fire odd - e Install sift fence INV. OUT �...ai.�
Loo Wave w
® P 1 50 1n i / 143.7 ,_ iNV,,,'at disturbance limit® �: A
a,,, - -®� 41:q -
45.7 �-
3:1 Swale O O. • ' •"L-••• •• �•• 4 � �
51
Install RC - 5'
OX,
in exist, -.�-� of
40 % ----- sf �--- sF sf sf sf
ditch � � sf of 5 sf -T---•- sf sf sF • �sf -of-of-of ~� bf
i of sf
Silt feriae •��
DRAINAGE PIPE CHART
/ 5' fro1 a
AREA Q10 DIAMETER GRADE LENGTH VELOCITY / Wetlads Line
PIPE (acres) (cfs) (inches) ft / ft) (if) (f s)
1..2 ' 12" ACC � gr, Till /
B 0.94 6.1 18" RCP 0.003 160 3.7 ��
C 0.16 0.5 12" RCP 0.00E 24 3.0 , 4 /�
D 1.36 7.6 18" RCP 0.012 16 7.0
E 1.80 10.3 24" RCP 0.005 40 5.4 •'
F 2.75 11.8 24" RCP 0.003 60 4.5
G 1.48 6.4 18" RCP 0.004 80 4.3 •
H 0.72 4.6 18" RCP 0.005 144 4.4 ER05ION AND SEDIMENTATION
I 2.12 10.6 24" RCP 0.005 60 5.4 ,
J 1.72 6.2 18" RCP 0.003 60 4.7 �,FA1F�01 N iFS, b ,
K 0.59 2.5 15" RCP 0.005 52 3.1 2. Seeddbg :iDecificatjga 1. Topography shaver Is taken from actual survey by John Pierce Swveya•q /
L 0.62 3.1 15" RCP 0.005 32 4.0 1. �aalrr.�iir-.•, �...r..=�:
M 0.95 4.8 is. RcP 0.003 60 3.6 - Apply time and fert•iumer' and work into seed bed. .tired mWture Dated
N 0.20 0.6 12" RCP 0.005 60 2.6 A. Notify �Archityect and North Ca rolinp nD�ep�a,r�tr�rnant of shall be distributed uniformly and covered with a clean straw 2. Entira development woo previously cleared Agricultural Field _
0 1.0 6.5 Is" RCP 0.005 60 4.7 lr1Vir01'*19Ont, Health, a•1d Natural Resources, Land
P 1.0 6.5 Ia. RcP 0.005 60 4.7 Quality Section at (q10) 5%-3g00 prior to mulch. Mulch shall be crimped and tacked to help hold in place. with woodsline as shown. 1
Q 0.67 3.3 15" RCP 0.006 36 4.3 Minimum material and application rates are as follows: 5. Contractor shall limit grading activities to within grnadi•q/dlsturbo nce I !^./
R 0.29 1.2 12" RCP 0.006 48 3.4 Beall stabilized
construction. See specifications far additional negyiremernts. limits kkwv ifkW on plan. , •
91 0.84 3.6 15" RCP 0.005 68 4.5 l5. Install etatiil€md construction entrances. Material Awlication Rate - 4, 'As of January 1, IqB& cryaw digging with mechanised
52 0.52 2-2 15. RCP 0.003 96 3.0 C. Install silt fiance iaJhrr"E Indicated on plan prior to begirrninq construction. Lirrne j000 lbs/oc. i to of -ways vale utility easernent / Jf
T 1.42 6.1 18" RCP 0.D05 68 4.7 D. Install cirairnage swales and ditches with sediment traps aW prr�t hI9�Y f�- Y r
Q 0.34 2.2 12" RCP o.003 30 3.0 Fertiliser (10-10-10) b00 lbs/ac. or public spaces will be reWired by North Carolina law to
V 0.34 2.2 12" RCP 0.003 30 3.0 and rock check dams where ir'idicated prior to grading.
x 10.1 27.3 30" RcP 0.006 104 7.3 E. Grading operations shall begin at low points, Mulch 2 tans/tic. give rxrtiCa of the proposed fling a days
to all the eng to
+ X 2.8 10.0 24" RCP 0.004 48 4.9 points of oAfall release or at other locations area utilities at least 2 ur'or'kig days before starting to �
Y 0.5 1.6 15" RCP 0.0013 180 - Perrr",entSeed ira dig. The utility owner is rgrirsd to tacata its facilities
Z 1.5 5.4 15" RCP 0.010 32 - where sediment control treasures are shown an
AA 2.0 7.2 16" RcP 0.0013 170 - the plan. Sediment control devices (sediment ULOC.Oent traps, Rebel Fescue 100 lba/oc. the area of the proposed excavation. Utility members of
BB 1.1 3.9 15" RCP 0.010 32 - silt fancies diversions stormLuater trpatirrie It areasComr w n Be ii uda Gbe Contacted at
�at 1-St�0-�2-4q�i.
CC 3.1 12.1 24" RCP 0.0D13 120 3.1 r r r (}lulled April I - Sept.1) 100 lbol c. S. Contract♦ or shall Verify location of existing Wafer and
Q-CiA RCP - Reinforced Concrete Pipe 41tc.) shall be installed before or simultaneously with soup strains and report any deviations to Architect and
Unhulled - it 1 t25 lbs/ac.
tc-5 ain. CFS - Cubic Feet per second the disturbance of area tributaryto the device. ( Sept.t April
110-7.17 in/hr. LF - Linear Feet F. Wetall stout ch ch a piping Water and sewer utilities. All Rye Grain (Sept. 1 - April 1) 50 :bloc. Fingirnrer Prior to carnrtr•uctian.
C-Varies FPS - Feet per Second ' Genran Millet l I 1 SO Ibs✓aic.
tc-15 gin, a-0.5, e10-5.4 in/hr. (pipe w only) 1rt.ilittes under drives and Wolics shall be bade filled with compacted select fill. (April -Sept. ) L. Contractor is responsible for Contacting cry Y �'nnl�'+Y
G. Underndrains shall be installed in areas that is not a rrnerrnbsr of ULOC.O.
NOTE: as shown an plans and backfilled with select fill. TdMR2rar•y_'kMdkX 7. Contractor shalt verify kxxdAm of all urndergrari'd utilities
Tr Contractor shall use invert elevations shown on plans i•1. install Geogr'id and compacted select fill subgrarde. and Dec. 1 - April 15 prior to of work.
for construction. Grades shown above are rounded. rough qr=:W pa'lick and drive agog. Kaba Lespsdsm W lbs✓oc. S. CArdrralctor is responsible for any damages to any sxistiq
t. Cornrtruct building pad. Rye Grain IOC lba/ac. utilities.
SEDIMENT TRAP CHART J. Contractor must conduct and pass a proof roll test, an April 15 - August 15 q. Contractor shall strip existing topsoil from a:ea of proposed
the subgr•ade prior to Installing stone, and on the state German Millet 40 lbslac. building &ft Pads �� and on it lots to sWol ons. Topsail shall be stockpiled
prior to instailiig asphalt. The proof roll tests shall be August 15 - Dec. 15 cl sits• Caor'dlrrata a used
with kfillArct4rct. Upon grading site,
Sediment Disturbed Volume Size clean topsoil shall be used to backfill ofg, cover ,wale slopes,
TrapArea (Acres) (Cubic Yards) _(Length x, Width x Depth) conducted in the presence of the Salk Engin sr. Soo turn lane plan for Rye Gain � iWa. elevate and wade town areas and dress up final
11 0.33 22 _ z0'L x 10�N x 3'a additianol i1no"W is for tun^ lanes• � antes. All unsuitable undsr'cut moddr'ial shall be used
r'a!i 5. Garntrracta� Is rospor>ilble for maintain all a�asion control
12 1.0 67 40'L x 15'N x 3'a K. Foe meads drives. Place CAl3C over compacted subgracb. install curb and gutter. measures arid shall amend measures on regrirsd to prevent o bail peato
f3 0.25 17 20'L x 10'N x 3'D Install asphalt surface Course. accelerated erosion from taking place on this site until site to build � p�kil. Ali
lawn anal ehe t be built up prior hauled be
04 0.3 20 18'L x 10'N x 3'D L. CmVlste fine grtad€rq of r+oods€ds shoulders, swales and off & inq topsoil.
0.8 54 50'L : 1o'N x 3'D all disturbed / grraded areas. Pta,oa topsoil. :lee general notes for additional information. Is r,estabilEsed and accepted by Architect and owner. of 1 All excess unsuitable material *hall
i6 0.95 64 40'L x 15'N x 3'D M. •�e�, forrtilim flin'ne, and mulch all disturbed areas within 15 4. Contractor shalt r+egrest inspection, from AereFiitect and Division off site and priarper-ly disposed of.
/7 1.9 Ito 54'L x 2D'N x 3'D days Of completing any phrase of the grading work. Apply of Land Quality, of site work and erosion co ntrol measures prior 10. A minimum 12 h, thick bye of #57 st to shall be installed
07 1.5 120 15'L x 20'nr x 3'D terl'1Prof c seeding If area s t0 be disturbed again and to removal ofysmeasures. *hall h all storm drainage rge piping. All storm noted-
ge piping
19 o.5 s3 32'L x 15'N x 3'D tornnanant If areas have been firnal graded and accepted by S. Upon restabilization of all disturbed areas and awales, and shall be rrsi(CPPd ishait be pipe, except as no=tad. Corrugated
r90 0.8 47 12'L x I0'N x 3'D irnan it, I crocis Architect. areas are accepted by Architect, contractor shall remove plastic pipe (CPP) shalt be double wolfed - arrwoth interior typo
a+g all tam erosion control facilities and and N-� by Advarnced Drainage Systems, Inc. s
r11 0.4 27 24'L x 10'N x 31D �Y gr r ��s III. The Gerneral Gor'ntr actor will be responsible for porn wwIt
012 0.7 47 42'L x 10'N x 31D mulch the arras. seeding of ail town arreim Within grading limits and any other.
013 1.4 94 56'L x 151N x 31D G. For additional inforTTlOtian, see other plane and specificatiarrs: po lowrol arem disturbed by his Work during construction in
014 0.5 34 30'L x 10111 x 31D mCor io nOe with specifications rewirorentJr_
i15 0.5 34 30'L x 10'N x 31D isroolon control
6 1.1 74 11'L x I5'N x 3'D 12. Contractor is responsible for nnaintainirnq all
i1rr'nsmur'ss a'd shall anad gr measures as rsirsd to prevent fzRAPHIC SCALE, 1"-�4'
/17 1.6 110 66'L x 15'N x 31D acaeier�ated erosion from taking plaaa an this site. Contractor
shall not remove rock check darts, it twain and silt form DISK BOOK: N/A 0 30 60 120 180
11.53 48'L x I0'N x 3'D arn
r sedmenDISK NAME: AGAD #? JJS, JJL
029 0.7 47 42'L x 101N x 3'D until all areas are etabil€srd and approval Is given by the Architect. FILENAME: FireTowerE5-5ite.DWG
120 0.2 14 13'L x 101N x 3'D
iz1 0.4 z7 24'L x lo'N x 3'D 13. All town agog outside of building pad and parking fats shall JOB NO.: 5050815-3979 FEET
020.3 20 18'L x 10'N x 3'D be shaped for positive drainage to swatm indicated an plat.
123 0.9 60 36'L x 15'N x 3'D ReVieLL1 final grade with Architect prior to seeding.
i24 1.0 67 40'L x 15'N x 3'D �}
+ 025 0.7 47 26'L x 15'N x 31D + + + ® + + +
Desiqn Standard - 66.7 CY Sediment Trap Volume per Disturbed Acre.
j %J1 11111,r/1j'/1,
`` •''�eaa. ern„'. ' 7 /�i
CERT. No.:
172 -
I Oil%\`\
A
4601 Lake Boone Tral, Sulte 3-C
Rale h, North CaroUna 27607
(9193 781-8582
[phone] fax
sriithsinnett.corl
The Smith Sinnett Associates, RA,
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-MO
306 New Bridge Street - 28b40
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
�9n9rrr+.
L- ,
.�� SEAL 9l
14575 =
a
•.,� .••/YGI�E�••,. Pam,:
•.� MMl 5,,{..
cons an
project manager., Bill Lawrence
project architect: MAI Lawrence
drawn by: JJS, JJL
checked by. Timgthy U. Steuart
This drawing and the design shown is the property
of the Sriith Sinnett Associates, PA. The reproduction
or use of this property vithout the written consent
of the Architect is prohibited ,Any inf ringenent
of the owrlershp rights wit be subject to legal 4ctiorl.
All copies of the dra* g lust be returned to the
Architect at the corlpletbn of the contract.
The SrNth Sinnett Associates, P. A., ©3/14/2005
number description date
revisions
released for construction
1 EGEND_
O ISF - Iron Stoke Found
0 PKS -
PK flail Set
R/hi -
Right-of-way
- Centerline
- Street Sign
stop
- Stop Sign
SHOP
Stop Bar
- Handicap Parking
40s'
- Traffic Flow Arrow
O-
Trees
Q
- Shrubs
a-
Landscape Island Label
42.31 -
Existing Elevation
®-
Proposed Elevation
TOG -
Top of Curb
FL - Flow
- Ditch
Pipe Label
®RRSP -
Rip Rap Scour Pad
11=0 RCD -
Rock Check Dam
® ST #1
- Sediment Trap
CICB -
Curb Inlet Catch Basin
YICB -
Yard Inlet Catch Basin
B SDMH
- Storm Drain Manhole
JB - Junction
Box
0 ECB -
Existing Catch Basin
RCP -
Reinforced Concrete Pipe
- Flow Arrow
CPP
- Corrugated Plastic Pipe
11-0
0_1J - 5uJale Label
sf
- Silt Fence
p EMH
- Existing Manhole
ECO - Existing Cleanout
• MH -
Manhole
CO -
Cleanout
55 -
Sanitary Sewer
LF -
Linear Feet
aM BO -
Blow -off
P.T.
- Plug Tapped
-
Fire Hydrant
JQFH
0 GV -
Gate Valve
WM -
Water Meter
EFN -
Existing Fire Hydrant
EGV
- Existing Gate Valve
- - -
- Water Line
O PP -
Power Pole
LP -
Light Pole
►- GW -
Guy Wire
MEG
- Match Existing Grade
MFG
- Match Finish Grade
- Woods Line
TOB _ Top OF Bank
EOP - Edge Of Paverrnent
MEAD❑WVIEW
ELEMENTARY SCHOOL
ONSLOW COUNTY SCHOOLS
project e
GRADING, DRAINAGE, EROSION & SEDIMENTATIDN CONTROL PLAI
sheet descrption
2005009
project number sheet: of:
02/28/06 C - 2
date sheet no.:

+ + + + + �W + +
a
3
11
IRII
•%r1 1 " • 1 T Wr"T1 T. ' \ T!'1TT
existing 10" p.v.c water
STI'E BENCH 0 ARK
Top of top flange bolt
\ nearest "M" ir, l leuiler on
existing fire hydrant
\Elev. 47.54
�\
k
y \
i P.
_ Ae
I . . -
+ where cover over the roof drain pipe is lass than 1 foot.
4. Minimum cover over all pipes shall be I foot.
S. All elevations of roof drains shown boxed in ® is .
for the invert elevatia+n of the i at that location
I. Coordinate locations of all roof drainage piping
with the Mechanical plumbing plan and the
Arehitectix al roof plan and details associated
therewith.
2. All roof drainage piping shall be smooth interior
corrugated polyethylene pipe Model N-12 with
rubber gosketed joints, by Advance Drainage
Systems (ADS), Inc. or approved egial, installed
In accordance with manufacturer's
ions unless other -wise specified as
ductile iron (D.I.) on the plan.
3. Ductile iron roof drain pipe shall be used in all areas
p �
6. Plumbirp contractor shall Install roof drains within
buildup and stub -out to 5' from building and Install
a chur out. Site contractor shall tic to the stub -out
and irstall clew routs, and bends as needed to get to the
grades shown on the plans.
7. Locations of roof drains coming from buildings are
appraxirr,tats, refer to the plumbing plans for actual
locations and additional Information. Site contractor
shall rnset with all other contractom and prepare
coordriation drawings shouu*V the actual locations
and elevations of the roof drain pipes and all water
and sewer and other utility services and mains taming
out of the buildings and on -site and determine how the
contractor will tic to then to insure there are no
conflicts or problems during construction.
S. The symbol A hdieatea dournspouts that are to be piped.
All connectioin from downspouts to roof drain pipe shall
be constructed in accordance with Architectural detail.
Corrector and roof drain pipe sine Is 8 inch diameter
unless otherwise specified.
q. For additional information, see specifications and rest of plans.
UNDERDRAIN NOTES:
1. Underdrains are to be Installed
in locations shown an plans to keep subgrade
dewatered below drive and parking lot areas
during construction.
2. tkderdrairs shall be installed prior to or durwnig
installation of compacted select fill under drives
and parking areas.
3. If, during proof roll of subgrade, it is determined
by Soils Engineer and Architect, that additional
underdrairs are necessary, they shall be
Installed m directed.
4. See drive, parking and underdrain details
on sheet C-5.
5. Urwk rdrains are shown as
6. For additional information, refer to rest of
plans and the specifications.
Approximate
Wetlands Line
``,`►►►nri a rrrrrr,�
CERT. No.:
172
r�rrrriiirri►rti►►►
A
4601 Lake Boone Troll, Su lte 3-C
Rai , North Cardin. 27607
(919, 781-8582
[phone] fax
srlithsinnett,com
The Smith Sinnett Associates, P.A.
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] -- Fax [phone]
1rur11r1r
• .••�H CAR
1475
`� dl •••......••' mil.
,t
consultiani
project manager: Bill Lawrence
project architect: Bill Lawrence
drawn by: Jis, JJL
checked by: Timothy M. Stewart
This drawing and the design shown is the property
of the Smith Si nett Associates, P.A. The reproduction
or use of this property vithout the mitten consent
of the Architect is prohibited. Any inf ringeliient
of the ownership rights wit be subject to legal action.
All copies of this drawing Dust be returned to the
Architect at the completion of the contract.
The Smith Sinnett Associates, P. A., © 3/14/2005
number description date
revisions
released for construction
LEGEND,
O ISF - iron Stake Found
0 PKS -
PK Nail Set
R/W -
Right-of-way
- Genter 1 i ne
Street Sign
sTOP
- Stop Sign
STOP
- Stop Bar
b,
- Handicap Parking
- Traffic Flow Arrow
O-
Trees
o
- Shrubs
0
- Landscape Island Label
42.31 -
Existing Elevation
i -
Proposed Elevation
TOG -
Top of Curb
FL - Flow
- Ditch
OA
-Pipe Label
®RRSP -
Rip Rap Scour Pad
R= RCD -
Rock Check Dar
® ST #I -
Sediment Trap
CICB -
Curb inset Catch Basin
N YICB -
Yard inlet Catch Basin
SDtIP -
Storm Drain Manhole
.JB - Junction Box
❑ ECS - Existing Catch Basin
RCP -
Reinforced Concrete Pipe
-.a*—
- Flow Arrow
CPP -
Corrugated Plastic Pipe
Ell
- Swale Label
sf
. Silt Fence
O EMW
- Existing Manhole
EGO -
Existing Cleanout
• MH -
Manhole
GO -
Gleanout
55 -
Sanitary Sewer
LF -
Linear Feet
so BO -
Blow -off
P.T.
- Plug Tapped
FH -
Fire Hydrant
® GV -
Gate Valve
WM -
Water Meter
EFH -
Existing Fire Hydrant
-
!!!l�/®---������EGV -
Existing Gate Valve
Water Line
O PP -
Power Pole
LP -
Light Pole
�- GW -
Guy Wire
MEG
- Match Existing Grade
MFG
- Match Finish Grade
- Woods Line
TOS _ Top Of Bank
EOP - Edge Of Pavement
MEAD❑WVIEW
ELEMENTARY SCHOOL
❑NSL❑W COUNTY SCHOOLS
project title
Roof Drain & Unclerdrain plan
sheet description
0
0
A!2,1 +
FIELD BOOK: N/A
DISK NAME: ACAD 0? JJ5, JJL
FILENAME: FireTouwrES- Site. DWG
JOB NO.: 5C50815-3979
!2RAPHIC SCALE: 1"-60'
0 30 60 120 180
FEET
2005009
project number sheet. of:
08/28/06 C - 3
date sheet no.:

+
+
+
G'
G�
Thomas Parker, Jr. +
D.W. Parker
D.B. 2448, Pg. 867
RA Zone - Single Family
existing
woodsl ine
s
L
0
Z
N
Q
z
:)nslow County Board of Education
D.B. 2546, Pg. 424
M.B. 411 Pg. II
' Unzoned
+
+
David Wayne Parker
D.B. 1i%, Pg. 737
RA Zone - Single Family
Jackie F. 4 Ruth E. White
D.B. 1"2, Pg. 47q
RA Zane - Single Family
Alternate G-3 Note:
Turn Lases on Fire Tower Road and
all work assoclated only with It (grading, asphalt,
swales, storm drain pipes Y, AA, J5's, etc)
shall be included in Alternate G-3.
Gravel Drive
rurn/01-41 p!� Monte L. Woodard, Sr. \ \
ors 4ddlt! 4 Peggy I. Woodard \
D.B. 406, Pg. 166 \ \
!2, a"�'►ot;q,} RA zone -single Family \ \
~!2 David Jones %
D.B. 141q, Pg. 390
Isabell B. Turner \ �'
1
2 RA Zane Single F9
Vacant RA Zone e Family David Daniel Whaley \ rf
� �; � D.B. 715, Pe. 41
` y s _ _��e rO�'�'e1' RA zone - single Family
N.cs �Oad
Sea Tumlone Plan
,C,�� •i ` I _4 1 0 _ For Additional Information
401R on Turnlanes
Jr
ryA� School Sign
1
at 2'45
_ � sy ps halt Asp ii
�. \ VISITOR PARKING LANE A2 SLID --`
_ �0' i 51-
\ \ ` DOUBLE STACKING CARPoM LANES
5'R 3 pp'-oxrrha{el \ �'P
— — � JDOUBLE TACKINGCARPOOL LANES
500'R lOS�R 50, 6 ' (Oct liJitY ac ess of exists
Q \" '134 � aJOne 3{,I+�' ion is caste
11 \ I S wer fbr 'red \ ),
\ \ SIR 70'R J SIR '?�R 'Hain) \
GG
a � 4e'
\ 09 40' R
\
ti
ST
82FIRs
des
SIR
14/c
d
4
p/Curbcut
5'R�. '
24" CtG
r
(TYp. J
ry,5
1/C 79 a
1
R�Oficj ZEE
150, p`
GATf-
°p
H/C s
h o
h 02ar�
.0,6.
Loading
r
Q
CIO (TyeU
)
�,y
-- Courtyard — ryry
N� �25't
741 t
_
3Gi
}'o, ,,y
ry�Y,
h
ry
33'
ryry H
h 4
rn
5'R
40 Spaccs
SIR
5
0
0 51R
,Q 6 it
4 ry 3
Atom
a 1-i/C Looding.2 p s' t ��lk
Xf �-
Fin. Floor Elev. 52.0 J� �$� oo-
os 'R
Concrete <
�` O �o Note, Refer to Architect r �TFFFFIT
5 45 Spaces Curb sto 1%)
Note: Refer to Architect plan for final dimensions. 51R STAFF PARKING � !t SIR
rs, plan for final dimensions. 16' R 2g.
r f
1111
OO 124,* +1 41 yp
00 p
O m /S� _ �O
4 0's OI
O r
N �] �j S 22 Spaces � Striped
v ryr� a u, �j U � g � Asphalt
4 a Island
9� 4. O 0 ¢ U PA IN o
10ATE10 Spaces
Striped
Asphalt
Island
50'R
24" C4G
(Typ •)
20' Gravel Fire/Service Drive
+
J
NOV - 1 004.1 G
+
Ohslow County Board of Education
D.B. 2548, Pg. 424
M.B. 41, Pg. i1
Unzoned
Nand i
Cut
Rebekah C. Nelson
D.B. 793, Pg. 44
RA Zone
VAcant
SITE BENCFD ARK
Top of top flange bolt
\ nearest "M" in Meuller on
existing fire hydrant
lev. 47.54
TO RICHLANDS
I
i
`? -PONY FARM RD.
G \NEW
a�'� SR 1212 0 RIVER
S7 BLUE
Zw G\REEK r3� • \I
BLUE REEK RD.
JACiGSONVILLE —
C� y i
y
SR 1213
W-( 63
G NEW
CO RIVER
C 'y/CC TO W 1 LM I NGTON
"�b lI
VICINITY MAP
NTS
\\\`yyy1111i111!/�`�
CERT, No,-
172 -
.! ... I
//``'irlilElhhlyy�y\
l>
4601 Lake Boone Trail, Suite 3-C
We h, North Carofila 27607
(919? 781-8582
[phone] fax
srlithsinnett.com
The Smith Sinnett Associates, RA,
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone] !
2orf2b 1411
CAR
4
y i h ti"
consultantp09ilt E!!!1!�
project ,manager: Bill Lawrence
project architect: Bill Lawrence
drawn by! Jeremiah J. Lee
checked by: Timothy M. Stewart
This drawing and the design shown is the property
of the Smith Sinnett Associates, P.A. The reproduction
or use of this property without the written consent
�o
of the Architect is prohibited, Any infringement
\
\
of the ownership rights will be subject to legal action,
\ \ Ronald Lee 4 Mary Steven Spain
All copies of this drawing dust be returned to the
\ D.s. 1284, Pg. 225
Architect at the completion of the contract.
RA Zone
\� \ single Family - Farm Lard
The Smith Sinnett Associates, P. A., O 3/14/2005
O \
3 JJL Add Building dimensions 6/20/06
\
2 JJL Rev. Scale per PAI Check 4/I101/06
i JJL Rev. per PAI Check 3/30/06
Q \
Alt. G-3 Note, Bid Does
Y �
number description date
ry`Qa
revisions
\ ��, •S�
released for construction
LEGEND
�
O 'Vl 0
O ISI= - Iron Stake Found
' 0 PKS - PK Mail Set
ga, Q'
R/W - Right-of-way
\
- Centerline
�
Street Sig n
Alternate G-3 Nate: S
Emergency Use Gravel Drive and all work
associated only with it (grading, gravel, GB, piper 61,
RRA, Select Fill, outlet swales, 5T #14415, RCD's) F�
shall be included in Alternate G-3.
v�
s
Tract Data:
School Acreage....................W.4 Ac.
Existing Land Use ........... Farm Land
Proposed Land Use ........ Elementary School
Zone......................................... RA
Number of Students ............ 800t
Number of Buildings..............I
Building Sq, Ft. .10.4,30bt Sq, Ft.
.........................
Number of Parking Spaces.................177 (6 Handicap and 10 bus spaces)
Water........................................ ONWASA
Sewer......................................City of Jacksonville
Tax map 323, Parcel 50.3
Notes:
1. This tract is not within any areas of
environmental concern, except as shown on plan.
2. This project is not within any special flood zone
per FIRM Map CPN #370340 4347J effective Nov. 3, 2006.
eris
u
FIELD BOOK: N/A
5 - Stop Sign
\ STOP - Stop Bar
\ �} - 1-landicop Parking
- Traffic Flow Arrow
\ O - Trees
Entrance, to PC of Q - Shrubs
\ curve to be as halt
- Landscape Island Label
\ 42.31 - Existing Elevation
\ PPF3 - Proposed Elevation
TOG - Top of Curb
O FL - Flow
Ditch
Pipe Label
®RRSP - Rip Rap Scour Pad
PC \ � RCD - Rock Check Dam ® ST #1 - Sediment Trap
CICB - Curb Inlet Catch Basin
R �P E YICB - Yard Inlet Catch Basin
SDMH - Storm Drain Manhole
+ �� ; \ JB -- Junction Box
© ECB - Existing Catch Basin
�7 RCP - Reinforced Concrete Pipe
\ -.0— - Flow Arrow
gig CPP - Corrugated Plastic Pipe
• \ - Swale Label
I
sf - Silt Fence
0 EMI-1 - Existing Manhole
ECO - Existing Cleanout
ayb� rJ / ��' • MH - Manhole
CO - Cleanout
' 5S - Sanitary Sewer
50'r S55'31'52"W LF - Linear Feet
so BO - Blow -off
P� P.T. - Plug Tapped
/
JQFH - Fire Hydrant GV - Gate Valve
WM - Water Meter
(-} EFH - Existing Fire Hydrant
MO EGV _Existing Grate Valve
/ - Water Line
O PP - Power Pole
LP - Light Pole
GW - Guy Wire
` MEG - Match Existing Grade
MFG - Match Finish Grade
0
- Woods Line
TOB _ Top Of Bank
v� EOP - Edge Of Pavement
Approximate 1
Wetlands Line
a i
Thomas A. 4
• Vicki Greenwood I
D.B. 2123, Pg. 170
M.B. 261 Pg. 14q
oti Single Family RA Zone j
�N'a �P
00\SNv ELEMENTARY SCHOOL
L���
pF\ ❑NSL❑W COUNTY SCHOOLS
DiSK NAME: ACAD 1022 JJS, JJL
FILENAME: FireTowerES- Site. DWG
JOB NO.: 5050815-3g7q
+
project title
SitefD1mE?nsional Plan
sheet description
2005009
GRAPHIC SCALE_•„1 "=60'
0 30 60 120 �o project number sheet: of:
FEET 0P/28/06 C ` 1

SWALE CALCULATIONS CHART
+ + + +
+
Area
0 Side- Channel Velocity Velocity
Depth of flow
Sec- 1 (a7-0-
2A - 2A 0.64
(cfs Sloe Siowe bare ragged)
2.3 5:1 0.0045 1.9 1-0
(grassed)
0.7
\
\ \ \
2B - 2B 1.06
3.8 5:1 0.004 2.1 1.1
0.9
\
3 - 3 1.71 611 5.1 C.005 2.6 1.3 1.0 \ \ \
4 - 4 0.29 1.2 5:1 0.007 1.9 1.0 0.5
5 - 5 1.51 8.6 5:1 0.009 3-5 1.7 1.0
6 - 6 2.3 11.5 5:1 0.0045 2.9 1.5 1.3 \
7 - 7 1.08 3.9 5:1 0.003 1.9 1.0 0.9 Inv.
8 - 8 0.8 5.2 5:1 0.005 2.5 1.2 0.9 44.08
9 - 9 0.62 3.1 5.1 0.003 1.8 0.9 0.8
10 - 10 0.49 2-5 5:1 0.004 1.9 1.0 0.7
11 - 11 3.60 15.5 5:1 0,003 2.7 1.3 1.5
13 - 13 _C.43 2.6 5:1 0.003 2.2 1.1 0.7 � Grave I Dr ve - \
14 - 14 0.28 1.3 5:1 0.003 1.9 0.7 0.6
15 - 15 0.42 1.8 5:1 0.004 1.7 0.9 0.6
16 - 16 0.3 22.4 3:1 0.003 3.3 1.6 2.1 � \
17 - 17 4.9 18.5 5:1 0.005 3.4 1.7 1.5
18 - 18 1.0 6.5 5:1 0.005 2.6 1.3 1.0 \
-�� 19 - 19 1.0 6.5 5:1 0.005 2.6 1.3 1.0
20 - 20 0.84 3.6 5.1 0.005 2.2 1.1 0.8 /
W be Pole* 21 - 21 0.67 3.3 5:1 0.0045 2.1 1.1 0.8 \ /
Inv.
to be relocated 22 - zz 0.29 1.1 5:1 0.005 1.6 0.8 0.523 \ ` i
�-
_ 24A -224A 0.54 1.9 5:1 0.0035 1.7 0.8 0.7 43.6fv \
Stabilized Construction � Inv.
_ ,,' Entrance 24B - 24B 0.94 3.7 5.1 0.0035 2.7 1.4 0.7 \ 41.61
25 - 25 0.48 2.4 5:1 0.008 2.4 1.2 0.63
Q=ciA Friction Factors \
C=Varies ritmC.02 Bare Earthi
1PP
''' ® i10=7.17 in/hr. n=0.05 Grass i'vp
_ _ ���_ Turn Lane Plan for i10=5.4 in/hr. (16-16 only)
® er v= 1.99 R 2/3 s 1/2 „ `_ \
I 10,E � _ ���''' _ additional information on PowPoles i10=6.3 in/hr. (17-17) n Exist 24 Pipe
_ �_F1- _ turn lanes to be relocated Note: Inv /
�, � o, f �� �� '+� existing ONNASA. �i' 1. See site plan for section locations. �11 q2 _�- \\ existing 10'' p.v.c, doter
s, install silt fence \ ''�=� _ _� „ u'e 'I'Owe 2. Line bottom and sides of all ditches\ \
;} 2' Off wood*llrie q9 ".� " �- - ` ";=� f 14 i�iater r, r R0�r] CurlexaBlanket.
les h American Excelsior
\ �, _`' _-� aq _��� �_. ifs ` TOP 48.Ot 1 Y S.R• 1211 �i
51.0 INV. 45.57t 60 R \ \
�a '' _ G►v 1�� 1 ~1 Jai See Turn Lane Plan for
TOP 48.3t additional information an , \\
`_ � INV. 45.35t turn lanes \
i h 50.7 �� �„ Stabilized Construction existing ONWASA
wer
Entrance � to PoPoles relocated be � 14" Water \
i / / #i T Instalrl omsilt ferxe 47. __ , -I 4q5�_
,,.
_ ........,..`
TO RICHLANDS
4�
All
�ONY FARM RE). A \
NEW
SR i212 RIVER
SUE
BLUE
z> CREEK N�
JACKSONVILLE -
Q BLUE CREEK RD.�
SR 1213
NEW
L TO W I LM I NGTON
VICINITY MAP
INV• I N �O=1 - 1 -__� �_-�,,.��.....,�. -�...: ... - -- -- - , _.. NTS
1 _ --`._ , SITE 13ENC�IlVIARIC '
FES INV. 25` / J Build
excavated 8 - �� Z - -� -� __ _ _••• �\ Top of top flange bolt SEDIMENT TRAP CHART
1- - - - -
OUT 45,$ 5:1 Wale r ` x ® / Sch001 4q 5 _ P1C -'� ' Pro 3�r- \ nearest "M" in Micul ler on Sediment Disturbed Volume Size
�+ )r ES Sie�i ''+=�ipTlgi pK existing fire hydrant ?;ap Axea (Acres) {Cubic Yards) (Length x Width x Depth)
QI ® 4q.5 h _ �� - - __ -... - - - \ Elev. 47.54 it 0.33 22 20'L x 10'W x 3'D
G NV, I Ur _ e \ S.T. ' \ �_ _ owe ~ E_� - - �. ---- \ p2 1.0 5� 40'L x 151W x 31n
0 ChAe (TYp. 0 �e -x 5 4q. „��_...t ,- \ #3 0.25 17 zo'L x 10'W x 3'n
, � 5:1 Swale 4q.5i 200 - � �-,,•,�--
G
Fi:S _ --
Q 51 „ " 51 251 \ pto
� 50.0 � � i' l INV. IN i ! � \ ` ® - -- �"� -�• �`-F �_ -•� _•-,-,,, �_ Ili a #4 0.3 20 18'L x 10'w x 3'D
#s o.e sa 50'L x 1o'w x 3'D
' " ��f� �-Sf - sf #6 0.95 64 40'L x 15'w x 3'D
! 52.4 25r -" 50.5
\ ® 4g.5 4b.o � - - - ------ �f----gf----,~f` i
ES - �- --- � -_�� - - _ f f \ #8 1.5 100 54'L x 20'w x 3'D
\ -� �1 i• _ _. -._ v #8 LS 100 451L x 201W x 31A
51.q 4q. I® IN IN { 1 P. \
-� 51 INV. OUT �(
\ FES ® 20 \ , ern #9 0.8 53 321L x 15 W x 31D
\ \ r - - - t _ INV. OUT �-�--.,ram,.., , / r 0 N ti \ 45.2 \ #10 0.7 47 421L x 101W x 3'D
- �' Op 4q.7 v, \ l� #11 0.4 27 24'L x 10'W x 3'D
1 O nv. n 50.5 2b 5:1 ura a Install silt f \ #1z 0.7 47 42'L x la'w x 3'D
® q.2 7
FEcJ r \ 47 D �'' \ \ 25' from R/W ® #13 1.9 94 56'L x 15'W x 3'D
INV. OU Conc 51,7 25' 5I.7 50.2 \ 50.5 \ ®�/ '; I \ \ �� ® 4� Nigh Chain link Perna #la o.s 34 30L x lo'w x 3'D
2 outside SFM Easement
j curb cu 51e
51.2 � E +,, ,' � � q \ ,� \ \ � #15 0. 5 34 30 L x 10'w x 3' D
4 6 1 �,,,�.�. ,,,
,•, :/ \ ' 4 (Owner Installated) \ #16 1.1 74 44'L x 15'W x 3'D
#17 1.6 110 661L x 151W x 3'D
© .•,�•,, �/ 4q.D FES 51.2 / Sentry Curb Outlet \ #18 0.8 53 48'L x 10'w x 3'D
6 30' INV. OUT \ 50• S40 Top 50.5 \ Chute (Typ.) \ Stockpile topsoil on this field 019 0.7 47 421L x 10'W x 3'D
#20 0.2 14 13'L x 10 W x 3'D
nv. In 47.1 .3 _ and temporary ass and mulch T. ,
Install RG F � ST #b 4q. - aq. - / � � / \ \
, 8 \ / CD
#21 0.4 27 24'L x 10'W x 3 D
in existing Inv. In \ ,1 q \ I. . ' \
48.5 Inv. #22 0.3 20 18'L x 10'W x 3'D
� #23 0.9 60 36'L x 15'W x 3 D
ditch l - - -- 7 4'7.5 5 4 ®, ! 4 �+ l ~ ` A (+` \ \ #24 1.0 67 40' L x 15'W x 3'D
I n Z. 1 FES INV. _ T #5 \ .3 p \ \
_ #25 0.7 47 281L x 151W x 31D
I N 45.0 5 4 .5 , --
. , \ ,, N . ® � � O\ \ Design Standard - 66.7 CY Sediment Trap Volume per Disturbed Acre.
,. \ \ r S .,�
I � ,y pLAYFIELD F
30" ® ��' S. 50. FES /@ \� '+ a 48.0 O 1 cr .�
g. INV. IN 51 3 ® •�
\ FEs \ C�
FES ® / FES INV. OUT ems-- �f x N s \ \ w ,S
11 20' y� (` INV. OUT�p� i• 11�_ : c INV. OUT FE5 p ® '7� \ \ �� `r
­- ,/�0' \� 0 0. INV. IN �' - O �'
�` Wi acce R dq 7 Install silt fence \ \ \ x, O�
1 V Top 50.5t MFG 5:1
I, �o, r �• /(� Inv. 47,8 X 50.2 ® 20' 7 Build up fields with execs* i 2S. from R/W \� \ \ \ [�
FWA excavation materials from on -site 48. O \
Courtyard v FE5 50.& � O 5 , 4 cO►k.:c S \�
+ existing u+ , ,p�See Architect's Plana B NV. IN x 61.0 0 1 � �~ Sl
woodsline 25 b(by O © 4q.1 1 2 ^
Install sit once X 2 -� 51.5 �
7 �D �o around G.B. (Typ.) 49.5 INV.
OUT 1 I ® \
7 \ `pJ\p Q 5 • 47.3 � � ® ' a^ \
4��` w\e 1nv. 47.5 x ® i �Z 50.1 So.4 ® A 2.
'cA Top 50.0 p� 49.6 ST #1 ®� \
FES \
OUT l ! ti �l Inv. 48.3 \ d q.D 4q.q Top 61. + ^ F
INV. T ��RR
\ FE5
o x!�•� \ � � FES INV. 7 P Fl. 50.7 � � � � � INV. IN
s
Fin. Floor _ 7 In 45I5 �� I ST #17 48.0 �' F� \ Entrance PG of
\ asphalt
FE5 � � '� \ 4i `.. � f EIeY. 52.0 -,sic ,,, l ; \ Z
_.
I INv. IN i H / ! II �'FES If
' o F
® \ stabilized
i ��� INV. !N / I 50, t O t Curb Sto s p out 45 3 I 7.0 \
® install RG A Ram 1 I 1
in existing I �� -� �� / ' I I 7 X ® ®X1. No C9rC T V Sentry M I ® s atr \ �ts�tion
ditch t < ��� ®'Q + V560 Top 51.0t MFG.- W
' + i G 1' ° U Dum stern Inv. In 46.4 T' ® FES INV. 1
I
X® _ \ RRAp, \ , v / �--}� �® \ ® / ® OUT 40.8
FES INV.
3 �° 13V, I
0 8 / a NV. OU l
2 4 Inv. Out �.� {� Cont. 5 .3 T Q2-5 t \ 43.4
0
T #1 y1® 3 5�3 Irv.
r U,`' \ L / �• �% `.� i Pipe 3n
-+� '� 8 46.8 � Service FE5 •''� �r '� t,� � •+
PLAYGROUND Yard ' 510 4q.7 Asphalt Islands O
a .� 5 ® 5l. 50. ® INV. IN (Striped)
--ES INV.
Install silt fence 0 �® IN 46.5 '%� S ep / IN 47.1J F ® ®' X \. a� ,./
2' off woodsline 1. 50 ®I 5, ♦ ?44.5
\ ® 15 ® `� ✓ �� �_ Top 51. x® ® ` Top �b., v.
Inv. �42.0 Five In
v '
cB
i it-1 47. 1 E 47.2 / ?
j ✓aXRaur,� �/ © eg Cont. GAG Top 4`1 6 �e o� ! Inv. 45.$ F` xi5ting I�eodwai:
INV. I ST #8 / 0.0 ao M " , o . I (TYp) FI. 4q.3 /�5ti� e� .
0 INV. IN u� Inv. 47.1 ® ti
4q.0 7 ,� ✓ ' 51.4 FES 1NV. 7 9c �"
I / ® 1 ® 50.q / OUT 43.7 \ a� ''` J �,% 1 4�� Move and Reslope existing ditch
+ i ® ``mil 49.0 wad ,,,� � RCD J [FES ® �c/ a 100 F. / side slopes at 3.1 and
I 10�9� ? nv. V54ort Sentry Model `a Vort Sentry Model ® J OU Swal Release flow to discharge
D D1 / e{ a� U MinJ 5:1 line with fabric and rip rap
VS40 Top 51.0 1 FES \ / 1
I 20, �b FES inv. In 47.6 / ,'N INV. OUT nv. / V540 Top 50.4 ,,, `� �� 41 g / to natural
Cro K g INv. OUT Inv, Out 47.6 13 13 Inv. In 47.0 ����,�s �� around at
Frye L��'ned Wave Inv. Out 47.0 148-31 / ? i (" / elev. 41.5
•45.5 b f /� ST #12 - / Install silt force
5:l Swale .„_x M a at disturbance limit
5 #1l 5.1 Swale • O. 1! �® /
tx,stina
in existing 40 /sf p
�_-----�•sf-
xt
ditch 5' �� sF sf --�� sf of of
��sf �--sf sf
sf _Of - ' \ P Alternate G-3 Silt forego \
--,f sf sf �'f DRAINAGE PIPE CHART
X OUTLET Emergency Use Gravel Drive and all work 5' from luoods 1�ef' \ �
AREA Q10 DIAMETER GRADE LENGTH VELOCITY associated only with it (grading, gravel, CB, pipe,
PIPE (acres) (cfs) (inches) Ift / ft) (if) (f s) RRA, Select Fill, outlet swales, ST #14415, RCD's)
--A--9 �� "� �= _W_- shall be included in Alternate G-3. ! ` Approximate
"
B 0.52 3.4 15" RCP 0.003 186 3.7 Wetlands Line 0 16 0 5 12RCP 0.008 24 ,
existing
ditch
Install silt fence along edge
of woods and on each side of
+ ditch and slope ditch banks
at 3.1 slope aid grass, mulch
and line ditch banks with
geotextile to stablilize.
existing
woods
Existing 40't
cleared path thru C
wood* for existing
line
D 1.36 7.8 18" RCP 0.012 16 7.0
E 1.80 10.3 24" RCP 0.005 40 5.4
F 2.75 11.8 24" RCP 0.003 60 4.5 ST #I
G 1.98 6.9 18" RCP 0.0C4 80 4.3
H 0.94 6.1 18" ACP 0.005 144 4.4 ' I
I 2.12 10.6 24" RCP 0.005 60 5.4
7 1 72 6 2 is" RCP 0 003 60 4.7
R
L
0.59
0.62
2.5
3.1
15" RCP
15" RCP
0-005
0.005
52
32
3.1
9.0
Q�n
rFN;F
agNER
�� 1.
Nf'1TF�;
6
Topography shown is taken from actual survey by John Pierce Surveying
M
0.62
4.1
18" RCP
0.005
0.005
60
60
3.0
2.6 EROSION
AND
SEDIMENTATION
�( a
Dated October 2005 with additional topo of turnlanes by
N
0.20
0.6
12" RCP
f
Parker # Associates, Inc.
0
P
1.0
1.0
6.5
6.5
18" RCP
18" RCP
0.005
0.005
40
40
4.7
4.7
g.
i
2.
Entire development area previously cleared Agricultural Field
Q
0. 67
3.3
15" RCP
0.006
36
4.3
2.
Seeding_ QWWicatiGns:
with woodsline as shown.
R
0.29
1.2
12" RCP
0.006
48
3.4
1.
Apply lime and fertilizer and work into seed bed. Seed mixtu j -
/
3.
Contractor shall limit grading activities to within groding/disturbonce
on
sl
0.84
3.6
15" RCP
0.005
68
4.5
A.
Notify Architect and North Carolina Department of
shall be distributed unifor) and covered with a clean straw
m y
limits identified on plan.
S2
0.52
1.42
2.2
6.1
15" RCP
18" RCP
0.003
0.005
96
68
3.0
4.7
Environment, Health and Natural Resources Land
r i '
mulch. Mulch shall be crimped and tacked to help hold in pl I
4•
"As OF January 1, 1986 anyone digging with mechanized
U
0.34
2.2
12" RCP
C.003
30
3.0
Quality Section at (1410) 7%-7312 prior to
Minimum material and application rates are as follows: /
Release
*Wiprrient in highway right-of-way, private utility easement,
V
0.34
2.2
12" RCP
0.003
0.006
30
104
3.0
7.3
beginning construction.
See specifications for, additional irements.
Pa ��
flow
to natural
a„ public spaces will be regNired by North Carolina few to
W
X
10.1
2.8
27,3
10.0
30" RCP
24" RCP
0.004
48
4.9
H.
C.
Install stabilized construction entrances.
Install silt fence where indicated on plan prior to beginning construction,
Material Aonlication Rate ._
ground at
give notice of the proposed excavation to all the existing
Y
0.5
1.6
15" RCP
0.0013
01010
180
32
-
-
D.
Install drainage Swale* and ditches with sediment traps
Lrn'1e 3000 lbs/ac.
oleo. 43,0
area utilities at !oast 2 working days before alerting to
z
AA
1.5
2.0
5.4
7,2
ls" RCP
18" RCP
0.0013
170
-
and rock check dams where indicated prior to grading. Within 15 d s,
Fertilizer (10-10-10) 800 Ibs/ac.
dig. The utility owner is regyired to locate its facilities
BB
1.1
3.9
15" RCP
0.010
32
-
temporary seed swales, if not in final condition, or permanp�t see and install
Mulch 2 tons/ac.
in the area of the proposed excavation. Utility members of
cc
3.1
11.1
z4" RCP
o.0013
lza
3.1
swale liner, if in final condition.
Asphalt Tack 435 gals/ac (max.)
ULOCO can be contacted at I-800-632-4g4q."
DDl
0.39
2.5
15" RCP
0.010
10
-
E.
Grading Operations shall begin at low points,
S.
Contractor shall verify location of existing water and
DD2
EE1
0.39
0.29
2.5
1.9
15 RCP
15" RCP
0.010
0.010
10
10
4.9
-
points of outfoll release or at other locations
Rebel Fescue 100 lbs/ac,
fewer main* and report any deviations to Architect and
EE2
0.29
1.9
15" RCP
0.010
10
4.6
where sediment control measures are shown on
COrrimon Bermuda
Engineer prior to construction.
FF1
1.0
6. 5
RCP
0.010
100
-
the plan. Sediment control devices sediment
p ( traps!
! lulled A it 1 - SG 1 100 lbf/ac.
( April Sept.)
fr.
responsible contacting y y company
Contractor is res ible for Contact! an utility
FF2
FF3
2.0
2.0
12.
12.2
24" ACP
24,
24" RCP
0.004
0.010
10
10
-
7.3
silt fences, diversions, stormwater treatment aress,
(Unhulled Sept. I - April 1) 125 lbs/ac,
that is not a member of ULOCO,
GG1
0.50
3.2
12" RCP
0.010
10
-
etc.) shall be installed before or simultaneously with
Rye Grain (Sept. I - April 1) 50 lbs/oc.
7.
Contractor shall verify location of all underground utilities
GG2
0.50
3.2
12" RCP
0.010
10
5.3
the disturbance of any area tributary to the device.
German Millet A
(April 1 - Sept. I) SD lbs/ae.
Imo' for to commencement of work.
Q=ciA
RCP = Reinforced Concrete
Pipe
F•
Strip topsoil and stockpile for later use.
$.
Contractor is responsible for any damages to any existing
tc=5 min.
110=7.17
in/hr.
CFS = Cubic Feet per
LF = Linear Feet
Second
Co.
Install storm drainage piping, water a'id sewer' utilities. All
TAM22rar�l Seedlr�a
utilities.
C=varies
FPS - Feet per Second
utilities under drives and walks *hall be back filled with compacted select fill.
DecI - April 15
q.
Contractor shall strip existing topsoil from area of proposed
tc=15 min,
c=0.5,
c10=5.4 in/hr.
(pipe w only)
FES = Flared End Section
N.
Underdrains shall be installed in areas.
KOba Lespedeza 50 Ibs/ac.
building pad, drives and parking lots and swales. Topsoil shall be
NOTE:
as shown an plans acid backfilled with select fill,
Rye Grain 100 lbs/oc,
stockpiled on site.
r=ontractor
shall
use invert elevations
shown on
plans
I,
Install Geogr•id and compacted select fill subgrade and
April 15 -August 15
Coordinate location with Architect. Upon grading site,
for construction.
Grades shown above are rounded.
rough grade parking and drive areas. Select fill brought to site shall be from
Gerr1don Millet 40 lbs/ac_
topsoil shall be used to backfill cog, cover Swale slopes,
2. All pipes shall have Flared End Section on the
lengths in include FES lengths.
inlet 6 outlet ends.
a NCDENR approved source.
August 15 - Dec.15
elevate and grade fawn areas and dregs up final
The shown chart
J.
Construct building pad. Drives piles. Install building underdrains after piles are driven.
Rye Grain 1si lbslac.
landscaped areas. Topsoil shall be laced on all I
pso' p p ayfield areas prior
K.
pass proof roil test, on
Contractor must conduct and a
3.
control
Contractor is responsible for maintain' all erosion ca'ttrol
to arCissi Rake to remove all unsuitable material from topeoll.
See specifications for additional information.
the subgrode prior to installing stone, and on the stones
measures and shall ar+end measures as required to prevent
All unsuitable undercut material shall be used
prior to installing asphalt. The proof colt tests shall be
s
acraterated erosion from taking place on this site until site
to build up ployfields and lawn areas shown to be built up prior to
the of the Soils See turn lane tan for
conducted in theEngineer. p
far
is nestobilized and accepted by Architect and owner',
spreading of topsoil. All excess unsuitable material shall be hauled
L,
additional turn lanes.
Fine grade drives. Place CABC over compacted subgrade. Install curb and gutter.
4.
Contractor shall regpest inspection, from Architect and Division
off site and property disposed of per NCDENR Regulations.
Install asphalt surface course.
of Land Quality, of site work and erosion control measures prior
10.
A minimum 4 in. thick layer of #57 stone shall be installed
M,
Complete fine grading of roadside shoulders, swales and
to removal of measures.
beneath all storm dr•a'inage piping. All storm drainage piping
all disturbed / graded areas. Place topsoil. See general notes for additional information.
5.
Upon restabilization of oil disturbed areas and swales, and
shall be reinforced concrete pipe, except as noted. Corrugated
N.
Seed, fertilize time, and mulch all disturbed areas within 21
areas are accepted by Architect, contractor shall remove
plastic pipe (CPP) shall be double walled - smooth interior type
days of completing any phase of the grading work. Apply
all temporary erosion control facilities and grade, grass and
N-12 Prolink Ultra Pipe by Advanced Drainage Systems, Inc, with
temporary if is to be disturbed again and
mulch the areas to restabilize.
water tight gaskets.
seeding area
b
See Geotechni l Report in s ifications for
It
The General Contractor will be responsible for anent
permanent if areas have been final graded and accepted by ca tl r-
engineer and owner Architect. Exposed slopes shall be provided recommendations on Site Work. seeding of all lawn areas within grading limits and any other
Off -Site Clearing for Gas Line arouridcover within 21 calendcr days following completion of any phase of grading. 7^ For additional information, see other plans and specifications, peripheral areas disturbed by his work during construction in
accordance with specifications regpirements.
12, Contractor is responsible for maintaining all erosion control
Scale: 1"-500'
measures and shall amend measures as required to prevent
accelerated erosion from taking place on this site. Contractor
GRAPHIC SCALE: 1"=60' shall not remove rock check dams, sediment traps and silt fence
FIELD BOOK: N/A 0 30 60 120 180 until all areas are stabilized and approval is given by the Architect.
DISK NAME: ACAD #? JJS, JJL 13. All town areas outside of building pad and parking lots shall
FILENAME: FireTowerE5-5ite,DWG + be shaped for positive drainage to swales indicated on plan.
.+ + + + ® JOB NO.: 5050515-3979 FEET Review final grade with Architect prior to seeding.
14. See other plans and project specifications for additional information.
CERT. No.
172
A
4601 Lake Boone Tral, Slate 3-C
Rateigh, North Carolina 27607
(9193 781-8582
[phone] Fax
sllithsinnett.corl
The Smith Sinnett Associates, PA
Parker & Associates, Inc,
Consulting Engineers -- Lend Surveyors - Land Planners
P.O. Box 976 -- 28b41-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax (910) 455-
/lyq
project manager: Bill Lawrence
project architect! B41 Lawrence
drawn byl JJS, JJL
checked byl Timgthy M. Stewart
This drawing and the design shown is the property
of the Smith Sinnett Associates, P.A. The reproduction
or use of this property without the written consent
of the Architect is prohibited Any infringement
of the ownership rights will be subject to Legal action,
All copies of this drawing dust be returned to the
Architect at the completion of the contract.
The Smith Sinnett Associates, P. A., 0 3/14/2005
3 - JJL - Rev. Vort Sentry Tops g 6/20/06
sit le #13 talcs.
2 - JJL - Rev. scale, add vort sentry 4/lq/016
4 pipes DD-GG.
1 - JJL - Rev. per PAI Check, Bid 3/30/06
Documents, Add swale talcs.
number description date
revisions
released for construction
LgGEND:
p 15F - Iron Stake Found
PKS - PK Nail Set
R/W - Right-of-way
- Centerline
v - Street Sign
sroa -- Stop Sign
STOP - Stop Bar
- Handicap Parking
,rm - Traffic Flow Arrow
O- Trees
0 - Shrubs
0 - Landscape Island Label
42.31 - Existing Elevation
® - Proposed Elevation
TOG - Top of Curb
FL - Flow
- Ditch
Pipe Label
®RRSP - Rip Rap Scour Pad
RCD - Rock Check Dam
® 5T #1 - Sediment Trap
CICB - Curb Inlet Cotch Basin
YICB - Yard Inlet Catch Basin
SDMH - Storm Drain Manhole
JB - Junction Box
❑ ECB - Existing Catch Basin
RCP - Reinforced Concrete Pipe
- Flow Arrow
CPP - Corrugated Plastic Pipe
i
Swale Label
51 r - Silt Fence
O EMH - Existing Manhole
ECO - Existing Cleanout
• MH - Manhole
CO - Cleonout
95 - Sanitary Sewer
LF - Linear Feat
so 50 - Blow-oFf
P.T. - Plug Tapped
FH - Fire Hydrant
® GV - Gate Valve
J&WM - Water Meter
EFH - Existing Fire Hydrant
MM® EGV - Existing Gate Valve
- - - Water Line
O PP - Power Pole
LP - Light Pole
�-- GW - Guy Wire
MEG - Match Existing Grade
MFG - Match Finish Grade
Woods Line
TOB - Top Of Bank
EOP - Edge OF Pavement
J
MEAD❑WVIEW
ELEMENTARY SCHOOL
❑NSL❑W COUNTY - SCHOOLS
project I e
GRADING, DRAINAGE, EROSION & SEDIMENTATION CONTROL PLAN
sheet description
2005009
project number sheet; of;
02/28/06 C - 2
date sheet no.;

0
P.
0
BUILDING UNDERDRAIN NOTES:
1
1. Building underdrains are to be installed
in locations shown on plans to keep subgrade
deuxrterad below building stab.
2. Underdrains shall be installed after installation
of piles.
S. If, during building pad preparation, it is determined
by Soils Engineer and Architect, that additional
underdrains are necessary, they shall be
installed as directed.
4. Once underdrains leave building pad area, bends and
fittings shalt be installed as need to get 1' minimum
cover over stone and to tie to roof drain pipe.
S. Minimum cover to finish grade over all underdrain pipe
outside building shall be I foot.
6. See mclerdrain details on sheet C-5.
7. Underdrains are shown as r UD—s�,
8. Site contractor shall meet with all contractors and
prepare coordination drawings showing the actual
locations and elevations of the underdrains and
roof drain pipesand all water and other utility
services and water mains to insure no conflicts
or problems during construction.
9. For additional information, refer to rest of plans
and the specifications.
ROOF AND CANOPY DRAIN PIPING NOTES:
1. Coordinate locations of all roof and canopy drainage piping
with the Mechanical plumbing plan and the
Architectural roof, and canopy plan and details associated
therewith.
2. All roof drainage piping shall be smooth interior
corrugated polyethylene pipe Model N-12 Prolink Ultra Pipe with
rubber gasketed joints, by Advance Drainage
Systems (ADS), inc. or approved egyal, installed
in accordance with manufacturer's
recommendations unless otherwise specified as
ductile iron (D.I.) on the plan.
3. Ductile iron roof drain pipe shall be used in all areas
where cover over the roof drain pipe is less than I foot.
4. Minimum cover over all pipes shall be t foot.
5. All elevations of roof drains shown boxed in is
for the invert elevation of the pipe at that location.
6. Plumbing contractor shall install roof and canopy drains within
building and stub -out to 5' from building and install
a clearwut. Site contractor shall tie to the stub -out
and install cleanouts, and bends as needed to get to the
grades shown on the plans.
7. Locations of roof drains coming from buildings and canopies are
approximate, refer to the plumbing plans for actual
locations and additional information. Site contractor
shall meet with oil other contractors and prepare
coordination drawings showing the actual locations
and elevations of the roof drain pipes and all water
and sewer and other utility services and mains naming
out of the buildings and on -site and determine how the
contractor will tie to them to insure there are no
conflicts or problems during construction.
8. The symbol A indicates downspouts that are to be piped.
All connections from downspouts to roof drain pipe shall
be constructed in accordance with Architectural detail.
Carrxctor and roof drain pipe size is 8 inch diameter
unless otherwise specified.
9, Contractor shall install tees and fittings as deeded
for tieing the canopy drains and building underdrains
to the roof drain piping.
10. For additional information, see specifications and rest of plans.
PARKING DRIVE UNDERDRAIN NOTES-
1. Underdraine are to be installed
in locations shown on plans to keep subgrode
dewatered below drive and parking lot areas
during construction.
2. Underdrains shall be installed prior to or during
installation of compacted select fill under drives
and parking areas.
3. If, during proof roll of subgrade, it is determined
by Soils Engineer and Architect, that additional
urderdrains are necessary, they shall be
installed as directed.
4. See drive, parking and underdroin details
on sheet C-5.
5. Underdrains are shown as —UDC.
6. For additional information, refer to rest of
plans and the specifications.
SITE BENCHMARK
Top of top flange bolt
\ nearest "M" in Meuller on
existing fire hydrant
`lev. 47.5A
\� y
P Lit-
e�
Approximate
Wetlands Line
TT
' CERI, No.. v
172 —
�rllrrilillV\1
n
4601 Lame Boone Trail, Suite X
Raleigh, North Carolina 27607
(9193 781-8582
[phone] fax
smithsinnett,com
The Smith Sinnett Associates, P.A,
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carotins
Phone (910) 465-?A1.+ - Fax [phone]
�R�Ii�:Illi�/���f f
��� �11{ C ApV t
IIs i3orf�-0a • 4 w....o�+..�oe
C� N
W 41
PA
/g,isl l7E l4lj1M1'
consulianc
project Manager: Bill Lawrence
project architect Bill Lawrence
drawn by: JJS. JJL
checked by: Timothy M. Stewart
This drawing and the design shown is the property
of the Smith Sinnett Associates, RA, The reproduction
or use of this property without the written consent
of the Architect is prohibited. Any infringement
of the ownership rights will be subject to legal action.
All copies of this drawing must be returned to the
Architect at the completion of the contract.
The Smith Sinnett Associates, P, A., O 3/14/2005
2 JJL - Rev. Scale per PAI check 4/lal/06
1 JJL - Rev. per PAI Check, 3/30/0b
add bldg U.D., notes, buildings
number description date
revisions
released for construction
LF.�ifn!Np
O ISF - Iron Stake Found
0 PKS -
PK Nail Set
R/N -
Right-of-way
CE - Centerline
�--
- Street Sign
s�oP
- Stop Sign
STOP
- Stop Bar
I
- Handicap Parking
- Traffic Flow Arrow
O-
Trees
Q
- Shrubs
0
- Landscape Island Label
42.31 -
Existing Elevation
® -
Proposed Elevation
TOG -
Top of Curb
FL - Flow
- Ditch
O-
Pipe Label
®RRSP
- Rip Rap Scour Pad
R—J1 RCD -
Rock Check Dam
® ST #1
- Sediment Trap
CICB -
Curb Inlet Catch Basin
YICB -
Yard Inlet Catch Basin
SDMH
- Storm Drain Manhole
■ JB - Junction Box
❑ ECB -
Existing Catch Basin
RCP -
Reinforced Concrete Pipe
- Flow Arrow
CPP
- Corrugated Plastic Pipe
Q
0:1
- Swale Label
1.
- Silt Fence
p EMH
- Existing Manhole
ECO
- Existing Cleanout
• MH -
Manhole
CO -
Cleanout
SS -
Sanitary Sewer
LF -
Linear Feet
so BO -
Blow -off
P.T.
- Plug Tapped
-
Fire Hydrant
10�FH
0 GV -
Gote Valve
0 NM -
Noter Meter
(-} EFH
- Existing Fire Hydrant
l,v-EGV
- Existing Gate Valve
— - - - -
— - Water Line
O PP -
Power Pole
LP -
Light Pole
!— G1N -
Guy Wire
MEG
- Match Existing Grade
MFG
- Match Finish Grade
- Woods Line
TOB _
Top Of Bank
EOP -
Edge Of Pavement
MEAD❑WVIEW
ELEMENTARY SCHOOL
❑NSL❑W COUNTY SCHOOLS
project title
Roof Drain & Underdrain Plan
sheet description
GRAPHIC SCALE: 1"=60'
FIELD BOOK: N/A 0 30 60 120 180
DISK NAME: ACAD #? JJS, JJL
FILENAME: FireTowerES- Site. DNG
JOB NO.: 5050815-3g7q FEET
2005009
project number sheet; of:
02/2B/06 C - 3
date sheet no.:

EXISTING ROAD
R/W R/In
6° 50' MIN.
LENGTH
H1CK
I
CONSTRUCT] ON
ENTRANCE
PROF I L E
12' MIN.
(SEE NOTE)
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Constry!;tion S cations
1. Stone size - Use MSHA size No. 2 (2-1/2" to I") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-cf-
way. When washing is recluired, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped, washed or
tracked onto public rights -of -way must be removed
immediately.
5D
---- ----- -- -�-�- -.
I CHANNEL
IN CHANNEL
PLAN VIEWS
W7
SECTION V I FJO45
MEDIAN STONE DIAMETER 6"
1. D - INSIDE DIAMETER OR WIDTH
OF CULVERT
2, MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
PERMANENT RIP RAP APRON
NOT TO SCALE
MAINTENANCE
1. SEDIMENT $WALL BE REMOVED AND TWE TRAP
RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO 1/2 TWE DESIGN VOLUME
OF THE TRAP, SEDIMENT REMOVED MOM THE BASIN
914ALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WELL NOT ERODE.
2. THE STRUCTURE SHALL 5E CHECKED REGULARLY
TO INSURE THAT IT IS STRUCTURALLY SOUND AND HAS
NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION
EQUIPMENT, THE HEIGHT OF THE OUTLET SHOULD
BE CHECKED To INSURE TWAT IT5 CENTER IS AT LEAST
1.5 FEET BELOW TWE TOP OF TWE EMBANKMENT.
DRAINAGE AREA WEIR LENGTH
(ACRES) (F4 0 )
2 6.0
3 6.0
4 10.0
5 12.0
12' THICK LAYER
OF # 57 STONE ON
UPSTREAM SIDE OF
nrti,r nrle, �r•�„ne:
Ic
RIP RAP
USE STEEL POSTS OR
2"X2" OAK POSTS OR
4" DIAMETER PINE POSTS
MELDED WIRE MESH
i" BELOW GROUND
NOTE'
SPACING FOR WOODEN
POSTS SHALL BE:
1) B FEET MAXIMUM
WITH WIRE MESH
OR
DIRECTION OF �7,r 2) 6 FEET MAXIMUM
RUN OFF FLOW WITHOUT WIRE MESH
WITH EXTRA STRENGTH
WOODEN POST FILTER FABRIC
WELDED WIRE MESH 0.
EROSION * SILTATION
CONTROL FABRIC COMPACTED c�v
IL
/ GROUND LINE
/::; 24" MIN,
EXTRA DEPTH REQUIRED
4" FOR NON -STABLE SOILS
8" �
SECTION VIEW i
TYPICAL INSTALLATION OF TEMPORARY SILT FENCE
0
NOTE: BURLAP SHALL
NOT BE USED.
NOT TO SCALE
D = DEPTH
(VARIE5 5EE PLAN)
TEMPORARY LINER
II
3OR5
(5E1= PLAN)
SWALE DETAIL
NOT TO SCALE
NOTE:
ALL SWALE5 SHALL hiAVE TEMPORARY
LINER EQUAL TO CURLEX BLANKE75 BY
ThE AMERICAN EXCELSIOR COMPANY
INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
'7 STONE
WQ
FINISHED GRADE pQ
SUBGRADE N a�0'3
SILT
BARRIER—/
FABRIC
8" CONCRETE BRICK WALLS
OR PRECAST VAULT WITH
EXTENDED BASE.
iv "-- ___ V I VV 1 I
FRAME AND GRATE
GROUT TEMPORARY
4MIN. STAKE
PROPOSED
SUBGRADE
PIPE DIA. + 12"
PIPE
_4" MIN,
GROUT INVERT CHANNELS -
TEMPORARY
SILT BARRIER FABRIC
.Y ...15.. .�• •F KJ, :..t
.•� •
all
#4 REBAR AT 12" O.C. E.W.
OR MONOLITHIC PRECAST BOTTOM
NOTES:
1. BOX TO BE IN ACCORDANCE WITH NC DOT STANDARDS. BOX TO
BE ENLARGED TO ACCOMMODATE LARGER OR MULTIPLE PIPES AS REQUIRED,
2. FRAME AND GRATE TO BE DEWEY BROTHERS INC. CH-BN-18
OR APPROVED EQUAL.
3. SILT BARRIER FABRIC TO BE SYNTHETIC FABRIC MEETING
N.G. D.O.T. STANDARDS FOR SHOULDER DRAINS.
4, ALL SEDIMENT, NET, MUCKY, OR YIELDING SOIL MATERIALS SHALL
BE REMOVED AND REPLACED WITH COMPACTED SELECT FILL
PRIOR TO PLACING BASE COURSE.
YARD INLET CATCH BASIN
WITH TEMPORARY SILT FENCE
NOT TO SCALE
VAN
ACCESSIBLE
H/C SPACE
ITYP
CONCRETE
BUMPER /
BLOCK (TYP.)
OR
CURB 4 GUTTER 10` i 6
NORMAL
PARKING
SPACE 5' 8'
l3°
CAR
ACCESSIBLE
P/C SPACE
PARKING SPACES (TYP.)
NOT TO SCALE
A
1/2D
W = CHECK DAM W 1 DTO
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
TOP OF PLAN VIEW
CHANNEL 6' 6EI
W VARIES cHANNE TOP 24"
t/2
1/2 W D
(CI-IANNE� --i D
1 /2 1 1`1 Flow
dm dm
-� �4" MIN
CHANNEL #67 STONE
BOTTOM
SECTION A -A SECTION 5-5
NOTEi GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY TWE ENG€VEER FOR 51TE 5PECIFIC CONDITIONS.
TEMPORARY F``ORTIFIED ROCK CHECK DAM
NOT TO SCALE
2' Dia. Cast
Iron Frame
and Grate
1 �
Precast Square
Inlet / Outlet
Opening I 1 I
6'4" Model V540
-
•
•
1 • I• •
..
t
STONE SECTION
TEMPORARY SEDIMENT TRAP DETAIL
Not to awls
7'2" Dia,
Model V560
-
I I
I I
I�-----I
I I
I I
-- - - - -
I
i I
I I
I
I I
L------�
EXPANSION JOINT
2' Dia. Cost
Iron Frame
and Grate
I u�
I u
C
Notes:
1. Vortsentry stormwater treatment
unit shall be as manufactured by
Contech.
2, The Vortsentry unit is a precast
concrete manhole structure with
prefabricated aluminum components.
3. Adjust manhole frame and cover
to match finished grade.
4. The Vortsentry unit shall be
installed per manufacturer's
recommendations.
Elevation View
VORTSENTRY
STORMWATER TREATMENT
CONSTRUCTION
JOI NTS
STREET
A5PhfiALT PAVEMENT
I ' C 4' I ' C#G
ApElf APE 24" CURB +P GUTTER
FLOW
A
CONCRETE CHUTE
END OF CHUTE TYPICALLY
0.5' LOWER THAN A5PhALT
ELEV. AT ROAD
IN5TALL AND STAKE -�
5' WIDE X 101 LONG
BERMUDA SOD IN
OUTLET 5WALE
PLAN
G
,.:
G. 3' 6.
4'
SECTION A -A
CONCRETE CURB OUTLET
Not to scale
GONG ETE SIDE ALK
Nate:
I. Concrete to be 3000 psi.
2. Concrete to be reinforced with 6x6-)0/10 woven wire mesh.
3. Expansion joints to be at 20' maximum intervals and at int
with vertical structures.
4. I" deep sawed or scored construction joint every 4 feet ma
5. Sidewalk to be placed on compacted select backFill and be
4 inches minimum thick.
SIDEWALK JOINT DETAIL
NOT TO SCALE
STANDARD COLORS (ALL SIGNS),
PARK PARKING P"N6" BACKGROUND - WHITE
LETTERING/BORDER - GREEN
l8" 18, ARROW - GREEN
FIGURE - WHITE ON BLUE FIELD
E CORNER RADIUS - 1 1/2' (TYP.)
12' 12"
SIQN R7-8
MAXIMUM
9" vow
PENALTY 6"1
�250
12' 12"
SIGN R7-8D
12"x18"x1/4" Aluminum handicapped
parking sign R7-8 or R7-8A, to read
"Rourved Parking" with identification
5ymbvl (G.3. 20-37.6) bolt to steel tube
with 3/W cadmium plated bolt*, nuts,
and washers
12'x9"xl/4" Aluminum sign R7-8D
"Maximum Penalty $2W (G.S. 20-37.6)
2'x2" Steel tube extend into conc, filled 4'-6"
pipe 2'-0". Provide welded watertight cap,
paint white
Paint pipe bogie white
2' -61e
Pavement
8" Dia. Std. steel pipe Filled with
wncrate w/#6-14" long rebare +"`7
oath way thru pipe
1'-6" Dia. concrete base
Sign elevation
Nate: Handicapped parking aigE shall omform with
currant state, local codes 4 A.p,A, regulations
HANDICAPPED PARKING SIGNAGE
NOT TO SCALE
6" 12' TY a OPENING I I
ASPHALT
oO I I pO oe CABC
SECTION VIEW I I
u u
2' FROM EOP
9 7/8" DIAMETER HOLE
fi' LONG PRECAST 2" 4 2"
BUMPER BLOCK
2 1/2
2 #4 6" °II ASPHALT
REINFORCING BARS P` ° ' . 3 1/2"
CABC
00 'O I I oo a
ii
I ice_ 2 - 3/4" DIAMETER REINFORCING
i I BAR 24" LONG PER EACH UNIT
u
SECTION VIEW
PRECAST CONCRETE BUMPER BLOCK
Not to scale
5' SHOULDER
5' SHOULDER
6"
1"/FT
TYP
2" SUPERPAVE SF
9.5A
7 5LOFF- 5:1 OR LESS
i /F
SCOFF
8" GABG
TO
NATURAPLE GRADE
5:1 OR LESS
SLOPE TO
NATURAL GRADE
"'
••�..'"
a
2` COMPACTED
d
"
SANDY SELECT FILL
4N
SUBGRADE
INSTALL GEOGRID BX-1100
UNDER ALL SELECT FILL
TYPICAL INVERTED CROWN PAVING SECTION WITH
OVERLAP FABRIC-----\
MIN. 6"
EXPANSION JOINT
ersection
ximum.
G• I,G,
I12" R
T R 4� MIN. 1 /2" R
cVs -•-.�
.. . ' ..4' 4IL
TD
I 24n
TYPICAL 24" SPILL GUTTER
Not to 5caie
NOTE: SPILL GUTTER TO BE INSTALLED EVERYWHERE FLOW GOE5 AWAY FROM CURB.
UNDERDRAIN
NOT TO SCALE
N21a
1. Underdrain to be installed down
middle of all inverted crown areas,
then tied to nearest catch basin
with available depth. Bockfill above
under drain shall be select fill..
2. Subgrade to be compacted under
width of stone.
HLDC,. SLAB TREV)RA SH)4
FILTER FABRIC
SELECT FILL OR EQUAL
12"
o0 00
12" 4" CORRUGATED NDPE
PER PIPE
NOTES:
1. SEE PLANS FOR ACTUAL LOCATION OF UNDERDRAINS.
2. AT RELEASE POINTS INSTALL 2x2 GALVANIZED
HARDWARE (0.063 WI�E OR EQUAL) RODENT
SCREEN ON PERFORATED PIPE. SCREEN SHALL
EXTEND A MINIMUM OF 3" ALONG PIPE AND BE
SECURED TO PIPE W/ A STAINLESS STEEL BAND.
BUILDING UNDERDRAIN DETAIL
NOT TO SCALE
G„ 1,6,i
� 112" R
I/2" R
"'•° � 4% MI
1 2"
}+ 24
w_-�_A . _ � • M .�.rs�.r• 1. l�TT..M.�T7T7 AT7fT!l1TA1T
NOT TO SCALE
ASPHALT
HANDICAP RAMP DETAIL
Not to scale
WIDTH VARIES (5EE PLAN)
GRASSED
MEDIAN 24" CONCRETE 2" 5uperpave
CURB 4 GUTTER 5P 9.5A asphalt
i "/�, SEE PLANS
FOR SLOPE
8" CABC 2' Compacted
Sandy Select Backfill
SECTION A -A
TYPICAL ASPHALT
PAVEMENT SECTION
NOTE5: Not to Scale
1. Moved grassed median areas with minimum 4" thick
layer of clean top5oEl for positive drainage.
2. B-B 15 back of curb to back of curb.
3. GeotextEle E5 to be under entire width of Stone.
4. 5vbgrade to be compacted under entire width
of Stone.
5. Underdrains are to be Installed in areas shown on
f7ldns.
Oa
S" CABC
OVERLAP FABRIC�-
MIN. 6" �
-#57 STONE
-TREVIRA SHIA
FILTER FABRIC
C OR EQUAL
2411
�2 PERFORATED TED PIPEDPE
NOTES:
1. SEE PLANS FOR ACTUAL LOCATION OF UNDERDRAINS.
2. AT RELEASE POINTS INSTALL 2x2 GALVANIZED
�IARDWARE (0.063 NI
'RE OR EQUAL) RODENT
SCREEN ON PERFORATED PIPE. SCREEN SHALL
EXTEND A MINIMUM OF 3" ALONG PIPE AND BE
SECURED TO PIPE W/ A STAINLESS STEEL BAND.
PARKING/DRIVES UNDERDRAIN DETAIL
NOT TO SCALE
5' 5tIOULDER
I" / FT. $ /
or.
/r
s
UNDERDRAIN, teeb
IN LOCATIONS
A5 50OWN ON
i PLAN.
install Geogr,d 5X- 1100
under all select fill
VARIES
3000 PSI
CONCRETE
SIDEWALK 6X6-f0/I
2" ASPHALT 1/4"/FT. WWM
MIN. SLOPE
A., : '
SLOPE e ,
all 411
ICOMPACTED
8" CABC / b SUBGRADE
COMPACT �
SUBGRADE
COMBINATION CURB /SIDEWALK
Not to Scale
FIELD BOOK: N/A
DISK NAME: ACAD
FILE NAME: firetower-w*s--detail.dwg JJL
JOB NUMBER: S050615-3g7ol
\\\`\`411411 i 111!lyyylMMM111/tTT�'11yl����////
CERT, No. :
- 172
t .
A
4601 Lake Boone Trail, Suite X
Raleigh, North Carolina 27607
[phone]
[phone] fax
smithsinnett,corl
The Smith Sinnett Associates, P,A,
Parker & Associates, Inc,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 28541-0976
306 New Bridge Street - 28540
Jacksonville, North Carolina
Phone [phone] - Fax [phone]
Sping Horiz,� a�®eq.�Fatas�a� f�
4,@ Ci491'�
t
x
consultant
project rlanagerl Bill Lawrence
project architect: Bill Laurence
drawn by: Jeremiah J. Lee
checked by: Timothy M. Stewart
This drawing and the design shown is the property
of the Smith Sinnett Associates, P.A. The reproduction
or use of this property without the written consent
of the Architect is prohibited. Any infringement
of the ownership rights will be subject to legal action.
All copies of this drawing dust be returned to the
Architect at the completion of the contract,
The Smith Sinnett Associates, P. A,,
2 KHW - Add Vortsentry unit 4/19/06
I JJL - Rev. per PA1 Check, 3/30/O(o
Add Bldg. U.D. detail
numberdescription date
revisions
released For construction
�7,
MEAD❑WVICW
ELEMENTARY SCHOOL
❑NSL❑W CUNTY SCHEDLS
project title
GRADING, DRAINAGE, EROSION &
HDIMENTATI1N CNNTREL DETAIL SHEET
sheet description
�00�009 ,
project number sheet: of:
021H106
L
Ell
Not to scale