SW8000647_Approved Plans_20120727

N z
SITE DATA
CONSTRUCTION NOTES:
REVISIONS
LEGEND
No.
TOTAL AREA
8.5 ACRES±
1. SEWER GUARDS REQUIRED AT ALL MANHOLES.
Date
Description
By
R°
s+ e
DEVELOPED AREA
7.2 ARBRESf
STAINLESS STEEL SEWER GUARDS REQUIRED AT
- - --�'2- - -
- EXISTING CONTOUR
11-2-04
DOT pipe &pond
MBH
W
"
E
"^z
N
BUILDING AREA
1,330 SF
MANHOLES LOCATED IN TRAFFIC AREAS.
,
2. 10 UTILITY EASEMENT PROVIDED ALONG THE
x 42.0
EXISTING SPOT ELEVATION
a�
m ��'
;�;��,��
01-27-05STORM
NCDOT
DRAINAGE
ELS
s�
S :z
FRONTAGE OF ALL LOTS.
t�2�
(
o�-za-iz
UPDATED PROPERTY
EJW
3. SERVICES SHALL BE PERPENDICULAR TO MAIN
.�
PROPOSED SPOT ELEVATION
ASPHALT AREA
108,743 SF
AND TERMINATE AT RIGHT OF WAY LINE. SERVICES
FgSr
CONCRETE AREA
LANDSCAPING AREA REQUIRED:
3,200 SF
8,699 SF
IN CUL-DE-SAC ARE REQUIRED TO BE
DROP INLET w/INLET PROTECTION
TEMPORARY SILT36"F.E.S.
V7.-
INV. 33.64
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
FENCEw/20'x2O'x24"
E.D.
=TOTAL PARKING AREA x (8%)
AND TERMINATE AT RIGHT OF WAY LINE. ALL SERVICES TYING INTO DUCTILE IRON MAINS
4.
CURB INLET w/INLET PROTECTION -
--
' -E S_r 24-
LANDSCAPING AREA PROVIDED:
11,615 SF
SHALL BE CONSTRUCTED OF CLASS 50 D.I.P.
s8.61---
CAfp
TAR°mow
1
401 PROTECTO CERAMIC LINED.
-y- -�•-
STORMWATER RUNOFF DIRECTION
EP
8 55
EXIST 24" RCP
-
Nl RV °N
B °Ruh
�a
U Tf 4� A
i gSjyT4ry a q
1�toWNIV I ROUT I
MARKET STREET FRONTAGE:
5. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
SPECIFICATIONS
CONCRETE AREA
NCDOT SDMH
RIM 38.5
No.2
EP 4E
67 EP
CITY OF WILMINGTON TECHNICAL STANDARDS AND MANUAL.
STREETYARD AREA REQUIRED:
8,750 SF
INV. 33.70
_ (400'-50')x25'
6. PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS,
(125) LANDSCAPING w/AREA
STREETYARD AREA PROVIDED: 10,525 SF 910-343-3910. IF WATER IS NEEDED FOR CONSTRUCTION CONTRACTOR SHOULD I
MAKE ARRANGEMENTS IN ADVANCE AS WELL AS PROVIDE A RPZ BACKFLOW
LIMITS OF DISTURBANCE
��(0
�$ �$
CARDINAL DRIVE FRONTAGE: PREVENTION DEVICE BEHIND THE METER, 910-341-7805. n /f���
��Q6
STREETYARD AREA REQUIRED:
_ (85'-36')x25'
1,225 SF
7. ANY NATURAL VEGETATION IN BUFFER TO REMAIN UNDISTURBED AND
SWALE
Richard Mitchell, etal
a MATCH EXISTING
`�
AUGMENTED TO MEET CITY OF WILMINGTON STANDARDS.
X XTSF TEMPORARY SILT FENCE
Db.1745, Pg.781
(
ASPHALT GRADE;
STREETYARD AREA PROVIDED:
1,280 SF
38.95t
8. ALL ROOF DRAINAGE SHALL BE COLLECTED AND ROUTED TO DETENTION POND.
9. ALL TREES WITHIN THE BUFFER AREA SHALL BE SAVED AND PROPERLY EXISTING TREES
NOTE: PROTECTED THROUGHOUT CONSTRUCTION WITH ORANGE BARRICADE FENCING. NCDOT DI NO. 4
STORMWATER DETENTION POND TO BE LOCATED INSIDE A EXISTING TREES TO BE REMOVED I RIM 3
8.25
290 x177 PERMANENT PUBLIC DRAINAGE EASEMENT OR 10. ALL EXISTING CULVERTS AND INLETS SHALL BE CLEANED TO PREVENT OBSTRUCTION. INV 34.0
OTHER LEGAL INSTRUMENT TO GUARANTEE PERMANENCE OF 11. ALL DITCH PIPE WORK SHALL BE COMPLETED DURING DRY WEATHER AND STABILIZED DAILY.
FACILITY AND FUTURE MAINTENANCE RESPONSIBILITY. CONTRACTOR SHALL VERIFY THAT
PERMANENT EASEMENT SHALL BE RECORDED WITH PROVISION �` n
THAT MAINTENANCE IS TO BE PERFORMED BY THE PROPERTY DETENTION POND BB WATER SERVICE (S EQUIPPED -.3s 17
WITH A C/W APPROVED = 5P
OWNER. TOP OF BANK 41.0 (RETAIL) BACKFLOW PREVENTER E ►--�
CITY FLOOD POOL 40.0
STATE FLOOD POOL 39.0 Pottery Plus" I �o O
I
NORMAL POOL 37.5 I CONTRACTOR SHALL VERIFY- n3 .
BOTTOM 31.0 - LOCATION OF EXISTING WATER & Overhead �I 'M' j J o� 27 Fq
L- - - - - -- - - - - - - - SEWER SERVICE AND PROTECT
Powerline I °'
229' x 39-13- x 38.83 J x 38.70 DURING CONSTRUCTION
x 38.76 x 38.53 x 38.71 GS �tYp') I w
x 38.27 x 38.50_ GS -GS . _ !{ O
x 39.91 8.81 x 38.58-- `-GS- -- __ _GS -GS = ' --- 1 - ( j Existing •+ 'I i .: NCDOT DI NO. 3 N
r40?4810.47 50 S GS 0.00 x 41.16 �0` - GS _ 38.29 , _ - GS - �a - - 38 1 h \ --- -\ -�, _ _ -�__ - 1- -J Asphalt �0` x RIM 39.0
_ _
�rq'P1� �� 0 x COR --4a Gsf a,;` 37 g$ ` �x 39.31 - Drive �� 'm
' - \ o, x 48 �cp 3��q / x 39.25 /� SHf _,.. ,.' - xf40.8� MN' ___8 1w. _ T�l3 15"PINE�B 60 10 PINE :- _- 3� \ \ v,c� - -37- \;/( _--40- -�� a, l' INV 34.3 F-•�
9. 10 MAP
- 1. _.J1 4 PINE' a $: 60 t • "\ 2 • -41- j` ss.43 24 INV 35.7 e�i [-t
14F �. X X xe PIN 41.2 ( ,I E ). - - c
07�}14 4 P4' 4„ ilk 1 f' 4 i f2"PIN / s �.' 1 r
0• 1. 77 12:'MAPL' zs 8'PINC� 2„p \ '� \ ' : ' { /' \ M 3I / i -� 1 I 40.78 1. REMOVE EXISTING
1 � 131iP� 41 38 PI E ' ' 45 f tS� ! k } / ,✓. 8 r 1
14>.PINE 18' 1`L'0 aC ?:., • f; �. \ \. \ J / xc R.•' 7: G' x S._L - 3 DRIVEWAY
j Af't i US1 / _41.55 Q 7
9.0 1�43 �& 14- i, Al 144"SE i@T P 1 Ei�.CO �1• (1 0)
x40. 9 ' 3 K { Q
�• t
GS
I�40„85 16INc n 2" AK AK g 6
8:5.7. ' .
,.
I
14 PICA �io.77"' AT � ,•''�'�, 5 MAt'L••�G S`TEF�
40.30 � 14"PI� ..18 ;P.ENE - 9.57 $1
8'OAK m
0 ETLAN•DS( 1 ' E 8 6
40.74Z
18"PINE »fie-
4 GS �16 & F w
39 l' w
to
58.87 \ . '\' / ' w
7�IL
`t ¢
iR-10 o' PIN m „„PIN / F
3809� 2 Mfg 22 I E / Z Z
'G / ( g
\ / AgA
39.62 .78 a o
X'20"PJN� 9.P NE 1 PINE
39.20 2
34.5 12"PINE
70
W Y
-�
36.5
0"18
86
` . 9
PIN
ter x
t 2'
82E
59
31.0 1 P N
.G
.
a
' 2.Po
17"�
65 LF TREATED16' PINEN.96
23
12' PINE
BAFFLE s4
� �4�,'PhNfE
\
.45
10. 5� 12"PINE
\I4
\
-
I N E
- f r
x 40.96
GS
s; 14 PItFr r41 tfiE j \7:(T5 - ^ ` • j DOC CO G 40.7{�
0 �!
7 2 €;t • ' 1 '>�1APLE BLD .COR
�,� 8" U�®TOP 7. 6' ✓�
91 _ _ 5810 �1
G
:� � n I AMP U T'' Concrete ��y,ss
Y EE / a rtrt 16"PiNE�TOP�: - /' ,
"PINE ! '' •4V4 . 'W _ _ - MARKET STREET T % }. 39.66
77
_� L ADIN CK Dock 2 ( Qi �i
INE 'P G ( W
�1.08 1.1=. 1.03 / 1- S Y. ! EXIST. 10 SS H
/ ! AREA:,'0. • . � �8:�.3 EL 5�t p G.CB�L coR l
12"PINE �4"PIIVE12"FINE � �:3 - ' ' I I . a
FP 1E'IN :N 8.7'i 4"'PtNE - DESC i --1 r�
DRAINAGE
,'w. !2 3'
°� , I Q I V PUBLIC. E +
l' v; 16"PI,NE• / Canapy e g G I L..j
I >..03 j,,, n, f• -+ I I EASEMENT W ;Zi
►1 » PI E `f�IkNE / I l '�'14fuirN 'tur Fair, ' In`c.. r" L 485 ) 0 �, ! 24 RCP v
3� x t39.25 ( ) 485 _Concrete I 14 w )':(
slab / II I . NCDOT DI N0. 2 1,0 { ��.k ;. 0.06. / y3:67'. 9 1)'g:009� '14"GUM `�- -
PINd 210' EMERGENCY SPILL P '.. 3.55 v2»PINE'. f;a E J o. 4 1 I ' RIM 39.5
♦► 141.37 �� 1 `PaIE'' \ X C 6 -� W
14'PINE ItvV. 40.5 Z3 43 ' , , 38 AP'N X / S �� 3 4J 0 I �. I I i 39.92 INV 35.9 ~
1.59 IT$0"Gum' i xriP2. -4NE 4
;' 3 4 \ c AL TYP. -f- ❑ ( 24 RCP E-a
1 ' PI \ ---_ , 12' E �.��o , E�� } 18' SDMH NO. 6 i i 11 i.l' : CI N0. 5
RIM 41. RIM 4e.5
O UCTURE; B FE 18 ' z0.11 NE 9 539. «� I'./ NV 35.1 © V I I i as RIM 40.5 O
S E ETAIL PIN' 4 • . - 88 , ( ( 1 INV 38.1
���•,T2YP. 0 �� ® ��so� I I I'
4 INE i =,_ , F 0.79 , - ITN : -'�F�1 PAVE 7 ® I 4b. L TEMPORARY GRAVEL t�
1, 0 s �• Q7 Q I (425) f-i ..
"PINE �o 6s d I:.' I CONSTRUCTION ENTRANCE
1 ..-8 OAK 16'PINE Ems_ �-- \ f' !-i
2� 1 .83 \� Cl N0. 2 Q Cp l .k • I� w
#` x k.M 40.15 3 E'' i5F X X f-14,;/i 5� 3 40.20 REMOVE EXISTING H C)
GS N�, .6S IN 1 M;4fvl..E .... E �DMrH 'N0. 5 / �, e
7 36"F.E.S. 8 -6"C ERRY f xF 40. 7 -' ' 44a4 R M �1.0 �r 37.5 '� , 2 ll DRIVEWAY �Ca E
NN ,�.� _..emu_.
' d1.37 0. 4 _ ,�.. t�5 40, 21�. f `._ 2.0 "RCp 4 4
w, ,. P 10 LANDSCAPE EASEMENT NHCo. SSMH No. C.6014. %
/ X x: ,. 4i.r 1. r
0.43 �� 1 v�Z 81 C) - - - \ -,.; =. - _ 1.35 0.92 f: ppINPI 2 18' CI N0. 0 1.3 S
" t IN k.' 1 „ E 425 PHASE 1 AREA 4 SHEET 2
8 a r'�1 i ®INE 12 CHERRY - _, / 48 r RAINAGE EAS t, 10 PINE 01 IN ,:a ,g �
�IFNE - a NEcu•, 10 MAINTENA (�.� EMENT I312 PIS PINE » „ 1 PINE :m0"PI( 1o"PIN RIM 40. „ 2.. r (425) 4r ( ) %/ 4r (l000) RIM 3 .8 �c?r , i�i
/1 40.46 ,' r I�IE o.73 4 - 3 z�z 1-1�+=eAl�- - - 4 1�cbNE 1 0 3 S TO BE REPLACED BY NCD T
r r 0.0541EiN 12tPIA1E 1 PfNE o /7 8�P - - PINEt10 LL 36 RCP / / �z TRAFFIC BEARING SSMH,
„ 14 IflJfl 25 INV 37.3 -�,�- -•.--
t2"MAPLE 10 11 E 1. TSF PINE ,-s- INV 7.9 °
s ' \ -8 CHERRY i -_ E -- - ____ _ E? - E - - - w h
1 6"OA�C
�c 3�3 " 16 PINE E - - E - - E - 8 \ - 6 MATCH EXISTING � [-+ t�
12 M PIE Haw � \ ffQOD' ff QO' � - � E- -E -� _ E - _ - E- �- _l�� 3 -
--E _ -- --- -- ®� ASPHALT GRADE;
_-_--€r----- -E -_ --- -----�I----�-- __- -- o __9 Dirt Road "4 1K- _ - AL) RIM 40.5 40.38E
o u-' - ¢ - SSMH 1 \1 3-4"DQG k� " 4r,s INV 37.7 406 15"RCP r 40.38
- - - - Mt 4 _... � -B- B.QOT &--PLUG - - - S�bMH�N . � rr 4' 5 RELOCATE EXISTING I
i __ _ T
1.52 Ac. OFF -SITE STORMWATER ;SDMH NO. 1 \ / \ --� 'RIM 41.0 '42- �- UL 41,Q �_ ;17 ' 1(425) Lia-;_ ( I 9 t UTILITY POLES �.
� 3 LOTS C� 6,000 SF LOT 'RIM 41.0 � ✓ �' �-= - � - _ �TNV 3�5 - - - - � -_ - - - - - - - 8Ar .s 9.8 ( '
18 RCN ( ) s 3 .8 'I 1 EXISTING BUILDING T r
/ Pump \ _ - INV 36.9x 41.73 0 k4 ? 800 4r q
House I ( % ) I INV 36.1 - , x 42.20 '� x 41.89 i � • I BE REMOVED
o
RB RB RB � xIG
4 20 30 ACCESS x 42.42 GS .--' -> GS GS � + tt 1 �'
j x 42.20 x 42.21 EASEMENT GS x 41.56 S41.6 <V0. 1� I 1 40.49 41. i I I. NCDOT DI NO. 1 e• di
(RESIDENCE) {RESIDENCE) I (RESIDENCE) Gs PROPOSED 8" COUNTY GS 4045 i I I I CI N0. 7 IG RY Existing str I I 1 o RIM 39.500
30' PUBLIC UTILITY 37,21 ' ' ^ �r. , eio kestrue ure
I One EASEMENT SEWER EXTENSION ��o 1 l I + R 40.5 ? 1 �((. IN
36.2 j
n f ! Ill7.4 (425 T-SDM II: 24"RCP �--t co
/ story
.. •. w Wood .. 41.41 A �2' 'HIC Y �}, J. EXIST. 10"SS
Y n�f :<C40.2S N0. o -}�! X' i�f r
LJ Nancy Mitchell 69 Furniture Fair, Inc. �� C li+ M 40.5 RIM 3�9. 'f L
One y I Dwelling Db.2106, P 424 x 42. GS T -ZKT zy- 40.35 10' PUBLIC DRAT AGE 0
` n /f Story Dwelling 9 i' J 1 \ 1 366 I
w/Vinyl siding Db.1612 P .079 151,779 sq ft x 42.53 © i w
L- - - � g ( �---- -_J GS ,% o \ � � -..•- 5 --�� I EASEMENT
TF Holdings 3.48 Ac GS x cs'1s N II I 15"RCP
F ---5824 Market Street / x_41,-&7--- x 4� �0 - - - ! - - _ - I 4 MATCH EXISTING
Limited FI GS Gs -` } 11; F.H.-ASSY. s 7 I m ., ASPHALT GRADE 40.3�5t c� -!
n f ,- 1. ', , � I , � � ,.� o co
n /f DEVELOPMENT SEPERATION BETWEE b�YATER. -- - - i . , CI NO. 1 1 a°- '� r-� cfl
Partnership /' // MAIN & STOf DRAIN x 4 .a w , iiI I 8" C-900 PV W If I I RIM 40.5 LO L
Nancy Mitchell one Star
Jose h Ta for - N 40.00 II I Ix
Y P Y 2.62 / � INV 37.$
Db.1783, Pg.12 One
w/ ( /` �� Ate, �� �� �� l -+� Z co � Z
Db.2348, Pg.157 QQ Vinyl siding Q Db.1310, P 435 %0 x 42.16 x 42. 2 x 42.31 / x 41.0 x 39.8540:/ x(4q�.0�„ BLOWOFF ASSY. - - r '`!' \ 0 I I
dZ) �I g GS GS / GS Tit ✓ 3 INV.=36.40 W
'PINE GS GS » f � t , I � 9.56 x 9.3 � �`.•
(1) 8 PLUG ( N0. 1 1 (425) 4r :> (4,5) 4r 25) 4r (42 -
1 / F / f `(�) 8" G.V9:99 e / iC 1 3 3 , - APPROX. LOCATION OF ( j
- RIM 40 I' I PROPOSED 8 G�ITY
GS ; - I I " 2 m EXISTING , 8" DIP WATE MAIN 0 0 0 +z,
I / / / G 4 i e I�tV 37.� rS,� �� ' ! I S Y, 1 8"x8" TAPPING SLEEV N `� r-+ a
( 4262 / f / f » 1 ,Q OP t4,Ol I s 131 „ WATER EXTENfSI,QN A I III () LSO O� a
24 RCP ; C,o f '," �',' A 15 RCP 3 �3 @
r•s RI,t� �5 1 9� (1) 8 TAPPING VALVE n
CEDER x 42.24 / f !j 42 - » " , I g �� IN S L 41i 0 41 • / /CI N0. 14 , I �! •� N N
r 1 20 LF 18 RCPl MATG�' H ` RC 4 .5 F-i o
i ! I GS I / o>S © - - zoo `�� 3 IN 3 .6 {450) 1 EXISTING 18 RCP o
/ z _FXkS�T�LvG,p I fAp -�0 200
x 42naer.69 ` / r w-vJ Y s v
_ r I w -� 0 38 `-! 0
-,. - - _ �_ - ...._�. U X__ ' `C -_ -� EXISTING DROP ETI E-+ Iz, w
_pZa,P�• _ - ---`- L , GRATE=39.92
- ._
-i o _ - - - - -
_.-_ -� INV 38.2 RAC ' 1
"Cardinal "Cardinal -43 �x 1.14 k�' 0 » SHALL PROT
Trade Center„ ( Trade Center - k� 3 95 40LLI�12 RCP; MATCH
Office Spaces Office Spaces" ( ( S G - ING DIT"Cardinal SDMH NO. 6 EXTING DITCH GRADE �)
Trade Center RIM 41.4
„I I Cardinal RB INV 37.4 k1 DI N0. j ' ( o REMOVE EXISTING i
Office Spaces Place - - RIM 40. t
RB I (OFFICE) Qs INV 38. DRIVEWAY AND REPAIR
(OFFICE) I I r - - - - - - o I - TO MATCH EXISTING
I - - - - - - - jo.58 CONDITIONS ` C 7 7
- n / f `� j- - REMOVE XISTIG CURB; , e �\\`�N ��
�; Gu Stream (- MTgH XiSTi ASPHALT ��
I
"THE PIT STOP" ��gg j� i [ � jtp��{ 'C�';'Q�
APPROVED
NOTE: n/ f ,yC� N t h C C r o l l C. - G A E F. F. 41.5 -- .s i� A LI ENVI ONE S E A L
CERTIFICATE OF OCCUPANCY WILL b.32, Pg.6NOT BE _ �) I I ( I I
EASEMENTS ARE REEN IL ALL CORDED I Eastwood - - I MANAGEMENT OISI y ; 17374 Q
- -ice DIVISI ,
Development, LLc (,50> I I I I I - -� I ,,��•'' VT TALI
CI NO. 15 dU 'o (� (fit,( ^7
D b .19 0 3 P .19 9 _ � � 40, 63
g TEMPORARY GRAVEL RIM 40.5 �- '7(�i i irk
I CONSTRUCTION N cn N INV 37.6
ENTRANCE
-•._ _.IV DATE 5-26-04
Xf
MV43X*E fa r i
INV 38.9 , _ DESIGN PGT
.SITE TrN LAN Ca_°dir.2 a D-ri ve Ext e _r2 si ®la - - - - - � - - - - � � - �DATE PRINTED DRAWN MBH
1 " = 40' 60' a� -
Public Right of Way 13' 13' INV 38.8 J{jL�
12
BAR SCALE 1 »=40' EXISTING MATCH EXISTING 62 LF 12" RCP 2 4
FIRE HYDRANT ASPHALT GRADE 40.0t EXIST, 8" WATER MAIN
-- OWNER:
40' 20O' 40' 80' 120' EXISTING EXISTING GULFSTREAM FOODS OF N.C., INC.
FIRE HYDRANT FIRE: HYDRANT SHEET 1 OF 4
ADDRESS:
5810 MARKET STREET 03071

N
v q
S e �
W E
S
i3A 7 o
r
.)VICINITY
NTS
BAR SOAVE 1 "= 60'
60' 30' 0' 60' 120'
n /f
TF Holdings
Limited
Partnership G
Db.1783, Pg.1251 40 SOB i
it
200.4_4 bD"':
= rs X
Nancy Mitchell
Db.2348, Pg.157 F N \ �"
So , � \ PO .. • ,,> !' • \ \Fo <*
I 00 (RESIDENCE)
Ap
J \�a9
RB
0
F_ (RESIDENCE)
n/f I 11 — —X-�
One story 10' MAINTENANc_E FJ SEM
r Nancy Mitchell I \
I I vinyDwell siding { I 10' LANDSCAPE EASEMENT �\
Db.1612, Pg.079 I II'
co
bo
8 A
RB
a- o (RESIDENCE) i i I I c \ , x
o I { I I Ix
- 42; ( ,1
I� o r One II Z
`S i story I I x
'Cardinal I, <'� Dwell'ng I I i / I -- I rJ x
.Trade penter
aces ro U7 f I i I f y
Office Spaces" 11
I U `
x /x
"Cardinal `\ a,x i {IT m v,
-` N ! w
�-{ Trade Center I
Office Spaces" I \ x
■ X A 1
® i■f Imp __ _. I' \`\ N I , \`^ x
90
I I ,, ► it
Ia -' I
Ix
�X
I g m
I o,
Z��
x ~
Eastwood) I `\\�� N� x
Development, LCli - J .'•' xi X I
' Db.1903, Pg. 99 N v \>`\> ` x \ 10 I ,~ m 1' CA
tl I
!I ( N
t x \I
cn
2
�' II ` �1
_ < '•' 10•rAc 81:Street ! { ° m
I I � ' I j •_•'•' • l�ti��': • � it I � ^
x I_ 69 X I:. l
zC
(D I id I I I I I 0 vo \\ L a.
I-
fI-=_ _ _ �-1 ( Q _, ______ -� i{ o
I I I I I 1 I Ir^J ( 2 39 5tit ' t i' — — _— _ I I I
II . MI.
II ti N IA 0Q
99'19 -AD3 jj
DNfO 0
OA AVI"Wd.
/, ao I �I I-00
11 I I —+ W I m xm
L_ _� I fn IIII F roll
) 1 Ix
_
;�
`, I IZ fit
ASPHALT PARKING L
L, ► TIJ , o
y.--
r !s t J�j
s• \ I ) I \ -1 ' I Overhead
1S w � y
Powertine
p s 1
'0•` ! sOs. n( m I ( I I j # j --- -- - b(' �' _ � �70
I ,', NCDOT DI N0. 4
' s' ASPHAtr` xiNG I I -A. —1- -� - ,r —L RIM 38.25
.� — L�
l 1 s•10� a c —�� \) —3- E E— 1-3
ram. . - .� ...........,...........
_ — 0ge�o Povernenv $ - o o — _. _� '.�- _ — -!
�NCDOT CI NCDOT Ct �� o { .._. w w — dga o�vem W z - _ Edgo of Pavwnent _ _ _ Edge of Pavement
p p t �� o W NCDOT �o( NO. 1 $ 1 rn NCDOT DI NO. 3 o I '
t jS'/ H TN-y 1 '% — �a �-k P � S t r• � P t EXISIINGGRA�TE�39.92 EXISTING 18" RCP INV.-36.40 RIM 39.5 " N NCDOT DI NO. 2 RIM 39.0 ° MATCH E NG 36"F.E.S. IW. 33.60
INV.a36.64 '�y 33
u 100' Pubic Right of Way N0.1 $DMH6� INV 35.9 18" NV 35.7 �95:1: G� wj20'x20'x24" ED.
RIM 39.6
NCDOT a NCDOT C INV. 36.2 NCDOT Ct I
NCDOT Cl Edge of Pavement Edge of paw
------------------------ t2'RGY_ _�"\--------- ------Edge of Pavement------� --- -
-'- _eat_ _ Edge of Pavement \ �^- Edge of Pavement
® -B- trRCP 12•_ L. frRCP�^
�\ /r•------------- _l� ---. — — Ise-
- _ _ --`e — — — _ • :. - --- - r - ....a •:�::;:>:.:;:::.:�:::=# • 'as:•:•_::=._.- •- � —�- — — — — — — � —/� -- — — — — — — -- -fie- — .-� — ._. — — ..._ _
t----------- I i , $7�� y.V 7sItary sewer
a� RNrr-,azSITE MAN
I p
f
o <
t'm 1 OOP l I M
(
j L % Story ( I 10
Wood l '• m
I -`1 Dwefling�
180'
DATE PRINTED
MAY 1 1 2012
REVISIONS
Date Description By
1-2-04 DOT pipe & pond MBH
No.1 NCDOT ELB
i-27-05 STORM DRMNAGE
I
0 E—ol 0
14
Z
0
E
10, 19 0
Pg
E .. W4
134
w
h-d
0
0
00
.s
0
TT�♦,
Q)
W W R
I I z
0 © 0 2
-t:-� .-I--I
® N
� w 4l
.�` "o
SEAL y
y17374
GREGO'�
///11111I111\\\
DATE 5-13-04
DESIGN PGT
DRAWN MBH
SHEET 1 OF 5
03071

VARIES 6 OR 8 ---
REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING 2x4 Wo�� WOOD OR SiEEL STAKE MN Al 0R STEEL OR WOOD POST Date Description By
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. FABRIC WDRAN A REO I D
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS WIRE FAtABR
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. m a RiN covER ACr FILTER FABtBC ---sr
µ �Ep RS
r RE EVI7�p#JiRiNG I�iNTERM2EDI1AlE� Ia 41-R22.04 NOutlet weir MBH
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL. RAKE AND REMOVE ROOTS, STUMPS, 3 3�, o COV MON "' t-27-as STORM DRAINAGE ELB
VEGETATION DEBRIS EXISTING STRUCTURES ABOVE AND BELOW ORGANIC TOP OF COVER R3 REVISED MH COVER JLR
MATERIAL OIt ANY OTTI•tER' UNSUITABLE MATERIAL WITHIN LIMITS OF�UCTION. V6%TER � -a¢-as DETAIL
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL w�►o€Nf -. A �/� o A ��
REMOVEREPRD
SE CLEARED.
RE COORDINATE REMOVAL OF ANY SOFT AREAS. OO�� g MACHINEDCOVE[ PIPE ZONE _ ANCHOR FABRIC SKIRT
5: REMOVAI CLEARED, GRUBBED, STRIPPED OF I OR OTHER WASTE MATERIAL SHALL ---* - o AS DIRECTED BY SKIRT
r l
INTONED ROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. 6" O.D. 6` c
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNiCAL REPORT. FABRIC SKIRT
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A AS DlRECIED BY 27 ' �{ Y (2) LIFTING Bags MIN. MIN. 8 �
BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR212''
CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL. FROM AN OFF -SITE �j( �PIPE AS SrAAT
-
PROPERLY PERMITTED) FACILITY AS REQUIRED. U U
2�' - I FINAL BACKFI Vp �•�'�s NOTES- u A A hEW APOW
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL t. FENCE FABRIC SHALL BE a MIN. OF 32 IN WI0.TH AND
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 26,-�Y (MANUFACTURERS) 3` MIN. SHALL HAVE A MIN. OF SiX LINE WIRES WITH 12 STAYIN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE (� �- 1' 1• S MFG• CLASS t. 2 OR 3 SPACING. Y SF�sA
1 RING dr DP- 0 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
EASEMENTS,. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 31' FO��VED AREAS COVER .
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR Tfl EXCAVATING. 2X4 WOOD FRWE YrOOD I CLASS 1 OR 2 �" 0'D 36 IN WIDTH. FABRIC SHA[I BE FASTENED � B ��
WSTEELOOD STAKE 2. FAST JORDAN IRON WORKS INC. `:^yA_ , ADEMA►ELY TO THE WIRE FABRIC AS DIRECTED BY THE �,f ,(' sY(I�,I
10. THE CONTRACTOR
SHALL
THE RELOCATION RESPONSIBLE
TO OF COORDINATE
STING DISCONNECTION/
/ p PRODUCT f 202701 _ _ -L^
{ { MIN: ENGINEER.REC•r.
AND/OR ��E�• BUM FABRIC 5K�T { { -� 3. STEEL POST SHAH BE 5'-W IN HEIGHT AND BE OF THE
APPROPRIATE PERSONNEL. _ GRATE RING Ii1�1� SELF -FASTENER STEEL ANGLE TYPE.
11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING COMPANY, INC. AND SUPPLIED BY MINIMUM WEIGHTS: ---- STABLE nMWJrSVVVZLJrnEaarA9MVF=W1XIV=C7ZIVNJA
RING - I90 LEIS. Ii- {i- i❑I-1IC 4, WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' r I rnwAtom &Ws£wFAa"Arnfma�Iw
THE OWNER 4if++ - COVER - i20 LBS. FOUNDATION TO 4' IN DIAMETER WIRE FABRIC SW1U. BE FASTENED ? PIAN
12- THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE SECTION A -A MATERIAL TD WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE � B am SIV L BE ilACM IN 2 AePLAE - nFAae?1, MertrmElnr nFrez EYrr�mAcarrW
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER DUCTILE IRON PIPE%C-900 1 4/2' LONG _ A F E + CAM ,A� � �� � '
PRIOR TO INSTALLATION. i pp r
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT AT MA1�tIHO E E AMID COVED �i�PE BERDING D��{ MPORARY SILT NiVr►E M DISSIPA OR p �
HIS .WORK. UNLESS .OTHERWISE DIRECTED BY OWNER. "� MANHOLE P'�I�I COVER G` ` Ll L.
14. ALL PVC UTILITY MAiNS SHALL BE INSTALLED WITH A MINIMUM OF 36 COVER NIS NTS
AT FINAL GRADE.
15. ALL SOME CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL D STATE CODES. +
METERS, TAPS, MATERIALS; WORKMANSHIP AND ALL FEES SHALL. BE THE RESPONSIBILITY 1. AS SYNtHEW FABRIC, USE A PERVIOUS SHEET OF NWK 5. TO PROVIDE NEEDED STABILITY TD TIE RMALLATtON. FRAME WITH
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. POLYMER. OR EtHnfxE YARN-t M SIRWM 2z4-•NCH WOOD STRIPS AROUND THE CResr' OF THE OVEWLOW
(SO 18 1RM MiN THAT CONTAINS UlTRItVK>FJri RAY AREA AT A MA M1UM OF 1.5 FT ABOVE THE DRIP IdLEr CREST. lip
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING tblHlBtr AND •FABRIC SHWLD StffFfgQ([LY
6 PUKE THE 12 INCHES OF THE FABRIC IN A TRENCH AND
ARfI d1�li ❑ ❑ ❑ �� � CITY � NUM � E�
so
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS POROUS Tt) PRK>+rtrtDe ADEQUATE t)RAINAOe of THE TFdKPORAR1f
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED I ACCORDANCE WITH NCDOT NS. I BURLAP MAY Lae ED E FOR 60ORT-TETiM BAK I. THE TRENCH CO PACITH AT LEAST 4 RICHES OF �, � � °° p- WATER --�
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. APPLiG►TIONS. IT MUST BE ti> EVERY 8O DAYs. OR 12 tNa�s OF COMPACTED sore. � s7 � G
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT 2 CUT FABRIC FROM A � Rat TO E7A�LITE JOfldiS 7. FVERLA FED T sea�Y TO THE STAKES AND E1tA� JOIt15 MUST � co " ❑ ❑ ❑ QJ O, TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE 3 FOR STAKES, USE 2x4-INCH )oR EQUIVALENT OVERLAPPED TO THE Nlvcr sTO o 0 0 0 0 0 0 1 1/8" o � 1 1/4 M/
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. META. wiM A M9MMKAA tEDH aF 3 Fl s tttE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND O 0�0 A A N.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS 4. SPACE STAKES EVIXY AROUND THE PERNEIM OF THE N'AEr Q ono O STRIA YARD MINIMUM REQUIREMENTS: FOR EVERY 50 LF. 1 TREE
EtEYATKIN DOMtINLET. FROM THE NECESSARY TO KELP RUNOFF FROM 0 0 0 1D /IINt rn 8' FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6
> /f MAXl1N1M OF 3 fT' APART. AND SECURELY DRIVE THEM INTO BYPASSI1fi THE INLET. Er MAY Be NECESSARY i0 BUILD A TOr�ORARr o 0 0 0 0 0 (} A p
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. TIC KIRauNw, APPROxIaAmY is DEEP. DIKE ON THE DOWNSLOPe SIDE OF THE sneUCTURE J SHRUBS 18" MINIMUM AT PLANTING.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS PAINT SHALL BE A F PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1 ROW
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED. QUICK DRYING, � p Epp! t CONTROL
� A Aamm A1111= PL IV 6 MI LOW BUFFER EVERGREEN SHRUBS MINIMUM 18' AT PLANTING.
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR TEMPORARY FABRIC DROPIN EROSION CO _ OL A 10 3/4" SIDE ELEVATION " _ „
NIGHT REFLECTING. NTS d4VY " - t 2" GRADE 60 COARSE AGGREGATE \�•
20. DUCTILE IRON SHALL BE CLASS 50: � 's�•f f7/Y1 �Yi � f� 12 REINFORCEMENT �ti MIN. 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE ARA91M► f AgOC
STRENGTH OF 3OOD PSI 0 28 DAYS - AIR ENTRAINED. X PLAN VIEW 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18` MINIMUM AT
22- FIELD TESTING SHALL BE CONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR COPOLYMER
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE POLYPROPYLENE PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION
PAID FOR BY THE CONTRACTOR. 0 0 a o o PLASTIC 6 1S/16 CD [/�_TE PORiA Y GRAVELLED THEREOF. CONSECUTIVE PARKING SPACES stow INCORPORATE H
.t:.:- _ o oOo 0 oo0oo �,/ONS i R V.� f I -ON E! �. 9 NCE THE ENDS OF ALL PARKIPENINSULAS NG RD. MINMORE IMUM 8 DE D15 SPAM APART �100ASFCONSTRUTME
ELEVATION SECTION A -A
CfltMN SEt�J ,�. ; : NT5 IN AREA 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS.
1. NO CUT
SLOPE OR FILL
3FEE1 (1 SLOPE SHALL
TO 3R ZOMNE )OR GALL OF ONE FOOT FOR �' 6 AN HOLE STEP DETAIL
BUFFER YARf?S: HEIGHT REQUIREMENTS
2 NO SEDIMENT WILL BE ALLOWED TO IXTT THE SITE ALL EROSION SWILL BE CONTROLLED TREES - 8 Fr MINIMUM AT PLANTING 2" MIN. CAL..
`hIDSWl 70 ANAY W NTS a � 15 FT MINIMUM MATURE HEIGHT
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. v'3 = : <.-
3. INSTALL PRIMARY EROSION' CONTROL. MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, E)W. GROW �" � �� f'16• / EVERGREEN SHRUBS - 36' MINIMUM AT PLANTING
CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS X 1/2' CAS M fLAliCa 6" MINIMUM MATURE HEIGHT
POSSIBLE AFTER BEQINING CONSTRUCTION. D 4 3/4' Eyr�y LF ST FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. RAINY / i TAR 6 FT MINIMUM HEIGHT ALL"OTHER
SILT FENCE, SiLT TRAPS. AND INLET PROTECTION TO BE CLE44ED WHEN HALF FULL + SZ-C7_AN A A "
.� VISION CLEARANCE NO PLANT MATERIAL OVER 3O IN THESE AREAS.
5. 1F APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN HYI�RMPT i�I%VT I �Tf `TRA%Ni T/ULS N MI" AVERAGE VeIGHT
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW kg re- sunK �"°®•��� •••��� 40LDS. PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL: PLANT
PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF PLAN MATERIAL. (CURBING. CROSS TIES, TIMBERS, ETC.)
" LIRE V I/C SHT CAST IR©N OR EQUAL
CONSRL1CTlON pq .;;_: r:: 1a7s • THE OWNER IS RESPONIBLE FOR MAINTENANCE OF
-a „z Tw nw D �J�••w �/ Bury
DPILX' LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES.
6. IF APPLICABLE, INSTALL DROP INLETS WITH .INLET PROTECTION TO ACT AS SILT TRAPS 1:':::: Q S! /`dN.LJ/`IIO� �7LI`l V l lJV T I
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SiLT [ROM
ENTERING STORM DRAIN PIPING. v ..::: Y q �y Gas I
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. ::: ti' :� A FOR PIPE Vtlt VL B®/t LIlJ v�
8: ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS n ;: • x
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE : ::: 'I ® - t- -� - -T • ,.s NTS LATE 1� l GR EARLY SPRING
ALL SLOPED AREAS TO BE SEEDED- NO LATER THAN 15 DAYS. �,'jfQi/ X flCi1Y � EtE{71TlJlt SECTION C STAAW" LLD tfAVY LLrATY LID
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. AMA 7 S f SECTION D Sfa-14B PO GRASSING DE1AiL
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO WILT EROSION IF THOSE ON THiS r- _
SEE SD-14
PLAN PROVE TO BE LESS EFFECTIVE COMPLETION OF _ �Q CTION.p - _ r- 1 SEEIING MIXTURE
11 ALL PERMANENT MRES SHALLREMOVE ALL TEMPORARY N CONTROL BE WELL ESTABLISH@PR10R TO PROJCT COMPLETION. SITE 221/2 ® L� - ���U �Ai N - -47 v-ems _ yRAN ab&m)
♦ ♦ ♦ ♦ ♦ t B COVIR �♦ •.:
ANCE REtI Ei16 CONIC. COLLAR - - - - F RArH2 MlusrtM AVERAGE 1�tarr 0 ❑ _ r" RYE {grain)) 12t)
!_ 1 i 20 Las. t t T r ANNUAL LESPEDEZA KObe in
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM METER w A 1 E "Q _E _:>--'a = : !h :: Piedmont and Coa ai Plain,
OQ0 = : = y G - . Korean in Mountains) 50
LEAVING SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED A /� :: ;' "� _ : - AL9PTAR UV£P fZAAGE
PLAN c - : < ..: - Omit annual lespedeza when duration of temporary cover is not to extend
I ALL EROSION AND SEDIMENT' CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ._0M _ _ e, - - - :.E'. beyond June.
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ASPHALT PAVEMENT s,8' s r - -
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN AEI. A97F, Posed on L5 x porkkW pressure of 1W PSI plus AVVA Voter Harmer. �4 � EIEV VARIES M2. �' 1.rs Q � AereTAw�D SEEDING DATES: i®i !� PRACTICES AS DESIGNED. Alf bear/ng surfaces to be carried to unowurbed ground _ ;. -- PLAN AQ4TAR
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES ZO FEET o s.Ts , -6 s/e rs D' b4 6 trns s v4' /�///h/� �� �//� //� Mountains - Above 2500 ft Feb. 15-May 15
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE _ ,�. �. 6 va• t1As• Below 2500 ft: Feb. 4-May 1
SEDIMENT POOL NO LONGER DRAINS PROPERLY. r r SECTION A SECTION B i✓.47D? VALVL* AN LZID l4W A�(m Piedmont - Jan. 1-May 1
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT fW VAS BRICK Mass CAlPI7Afi �r� tP VALVE Aff Coastal Plain Dec. 1-Apr. 15
0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY tt FLOW WATER METEt2 BOX a te' lXEAN-Gf/T '
TO MAINTAIN A BARRIER. 4" yr Ora l LE'iWE00 TIMER �" SOIL AMENDMENTS
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEED@ AS NECESSARY, AND MULCHED ACCORDING o°"v` 0� - N.T.S �» AC/T£S+
Au DICP es a 1XI W BE
PRBYC® �: % ��
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, '"I" 67 " NME M ® s sTflLS lAtSTALLATIQV LYfE]v VALVE 11'LYES AAtD �
„aRi>Aa`%roee. ._ Follow recommendations of soil tests or apply 2,000 lb/acre ground agricut-
AI,E LLCAIED IN ftPEblrNT LKI fVMW PAYED AWAS:
DENSE VEGETATIVE COVER. cA>e BromIPIE1ETaBEusm 3000 PSI CONIC. +a•._...- _,• = 1. 9. t�EIGHTS uCLWACTMv LIFM rAW M tural limestone and 750 lb/acre 10-10-10 fer#it'szer.
ILL MORIM =0 AN 70 8C 1A t 1/d AWBW
R !i R va ugn iu at ools,~,L,�14 OF �.� , • _s• 7ZP 10p LBpS� ¢ p /�I,�
x 1t MET xorW BEI�DM i'-3318' AW 4 LAW M�%L�IBf
Blecx �I�� M�r1av EXTEAiSmv 40 La TYPICAL A& VA VE
raO ■ APATEt VAL VE Mr LI11 AVT �`` Apply 4,OOD LB/Am Straw. Anchor straw by tocking with asphalt, netting.
(� j� ('� '(' Z. " FW USE hV HEAVY A3'LIDVAY LMIMU iWB �+LG L/` C T ,Df'fdES or a mulch anchoring tool. A disk with bWdes set nearly straight can be �
Y =� (� DROP V P INLET V E i A� L fAVY Dt1TY LID RE&/IRElt SE£ SD 14-f18 used as a mulch anchoring tool.
M BiQ E i "I W 6'-P' � � �QRLL-0'
WH 10
� m' , , '` °M""� SMNBARB VA TER VAL VE CASTING SPRING -SUMMER MAIN CE � 00
EM SPRING SUMMER �
r� 3` X 4" PERMANENT GRASSING DETAIL PIPE SLOT -T Refertilize if growth is not .fully adequate. Reseed, referU'I'iZe and mulch im-
(2 PLACES) 0'-+1,.- 1 314*
SEEDING MIXTURE medtatety following erosion or other damage. Rj
e TOP ViEWPIN-4 0
'''"cos rA RAZE b,�Ore)
3' X 4'
PIPE SLOT SEND PEDE7RAss 50 TEMPORARY PALL GRASSING DETAIL o
2.21/2"f[?�hNJZZLiS (2 DACES) SERK�A L.ESPE�ZA 30
1'-4 1/2' - -: COMMON BERMUDAGRASS 10
1, '3.. -..;: 't; a!/2"Pur✓r��CGr Cnou - GERMAN MILLET 10 Cd
` rrlrorrezts END VIEW TALI FESCUE 5a SEEDING MIXTURE
y �_
- U
11 tt Y v_v c sTr O C?
AD
SEEDING NOTES RYE (grain) 120 N
UWA ra oi=roc i HAIL lr(a CONE
O iRlC 1. Where a neat appearance is desired, unit serk�a. - +� t�
1016
2. Use common Bermuda gross on on sites where R cannot become a LO to rJ
GENERAL NOTES: 0/M -
BILL OF 1I4a4TE121flL u�?v110 F"auc�z � - NOTES: . Bermuda grass may be replaced with 5 LB/Acre centipedegrass. ice• SEEDING NOTES DEC. 15 o-
STANDARD DROP-IM LIDMOUNTAINS - AUG. MWIRED IRON READER
STANDARD OR JUMBO BRICK SHALL BE USED FOR WALL CONSTRUCTION. / / / / i+ i-- 9-- BOX AVAILABLE WISH DUAL 13MOUTs COASTAL PLAIN and PIEDMONT - AUG. 15-DEC 30 Z. co c Z
SOLID CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION r^
MATERIAL. BARQTY. SIZE iB(GTH WEIGH[ SIDE VIEW 3' X <• PIPE SLOTS C2 SPACES?
PRECAST UNITS MADE OF CLASS "AA" CONCRETE MAY BE USED IN LIEU A a 45 V-2" 9.7 f1/<t3'LIFEiZLYllLlii! SNAP
SNAP -IN LOCKING RECESS +L+ i ♦ Ke1' SEEDING DATES � - LLa
U
OF BRICK MASONRY CONTRUCTION. DESIGN OF PRECAST UNITS SHALL a 14 15 1._," $0.3 I SNAP LOCK TAO iii _rr, �! APRIL 1 - JULY 15 z
BODY
1IIGHT-2 1/Z LEIS. SOIL AMENDMENTS 0
BE SUBMITTED FOR APPROVAL PRIOR 70 CONSTRUCTION. C 52 M4 1'-a',y" 40.3 BODY NEIGNf-7 1/2 LEIS. (�
ALL ADJUSTMENTS 7O WALLS, SLABS OR REINFORCING MATERIAL SHALL r 14 as V-11�A" 101.5 RETTIENCE TO PUMP E LIGHTING MODEL ��tt±±yX{{ - - BE INCLUDED IN THE UNIT PRICE BID FOR EACH UNIF. STEEL TOTAL WEIGHT 239.8 Cl V/11WXX v� D-1200 PLASTIC METER BOX OR COUN. ' _ :/' FOIIOw TeCOmendation$ Of BC,I tests or apply 2,aat3 LB/Aare ground �- C% d
• IN PAVED AREAS i PLAN PIPE SHALL. NOT BE CUT OUT agricultural limestone and 1,000 LB/Acre 10-10-10 fertilizer. -I-� .'-� e-4
USE MONUMENT CASING
OPTIONAL MANHOLE SHALL BE INSTALLED FN POSITION AS DIRECTED BY �- �• Cuss "A/'" Cam• 2-6 � t3 UNTIL. AuiHORizED BY COUNTY SOIL AMENDMENTS N a
THE ENGINEER. ALL REBAR CROSSING TtIIS OPENING SHALL BE CUT OR cu. vas. eR3Cx/Fr. HT. e-i O,S3
ire �x Ass mod" PVC P I Pc PLASTIC W d) a-
LU
THE
TO ALLOW 2" MINIMUM CONCRETE COVERAGE. THE OPENING SHALL CU. YDS. BRICK/FT. HT. (12") 0.04 1L(rJ frroc N METF� 80X ' - WITH CLASS Time and ferbiizer aKxordin to $01l tests, or 3,000 L8 Acre round
BE ENCLOSED WITH 8 "A" BARS TIED TO THE REBAR MAT AND SET SO A pr�. CONCRETE A / g ` 6 �'6�,j
MINIMUM OF A 3" CONCRETE COVERAGE IS OBTAINED. REFERENCE STD. yj I KIgRCU1EU(Ol limestone and 500 I.D/Aare Ili•-1O-'4O f filer. MULCH �•✓ `�
NO. 840. S4 FOR MANHOLE INFORMATION. 2" CURB STOP WITH 2" PVC PLUG Z ,•.. - O
JUNCTION BOXES OVER 3'-8" IN DEPTH WITH" MANHOLES SHALL REQUIRE fl/ V ti•`_.•; Apply 4,000 LB/Acre Straw. Anchor straw by tacking with asphalt, netting, N
STEPS TO BE PLACED ON 1`•2" CENTERS. REFERENCE STD. N0. 840.88. O' _: `•lt - • <: a or a mulch anchoring tool. A .disk with blades set nearly. straight can be r-i ►�
DOWEL "C" BARS SHALL BE SPACED AT A MAXIMUM OF 12' CENTERS. •• s .+ _ n - Used a$ a mulch anchoring tool e-t rr{ �► iCS U
METER BOX* 2" PVC 18" LONG /IP COUPLING - '� ..• _ - g
MAXIM M DEPTH OF THIS UNIT AS SHOWN IS 12'. (MONUMENT BOX IF IN PAVEMENT) STORED ,N - .•• •- •- _•: -•F <- « .:•. -•_ _ 2
_ MULCH p., �,
CONSTRUCTION OF THE JUNCTION BOX SHALL BE IN ACCORDANCE WITH 45 DEGREE ELBOW 4" PVC PIPE 241ONG .. • S a Apply 4,000 LB Acre grain � ys..t�r1a�w or equivalent cover of another• suttobla mulch. CE
SECTIONS 83e, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS. -STONE ! .4%Lyr r!!G - C JEGN' Anchor by talc j. with roving. ar ^AIM cir by. crimping with a.. mulch
s �rA(� BArcz 15"xry"xd" RUDER C,J1SKEr anchoring tool. A disk with blades set nearly straight can be used as a mulch
ao Repair and refertilize darna$ad areas immediately. Topdress with 50 LB/Acre
e o" o STONet�rsrrrad t2` j€4 ButRs o 12' O.C. EA. WAY anchoring tool. of nitrogen in March. If it is necessary to extend temporary cover beyond
-3"1 •e^'IRS a 11" CTa. 3• �. 2 1kE 'c .nNrs .�Le�, MIN. June 15. overseed with 50 LB/Acre Kobe (Piedmont. and Coastal Plain)
3 { 2" IP BRASS PIPE & FITTINGS _ k�lX#l7GNh'Li,MF!' Jr or Korean (Mounaitl8} [88p8d@za iii Tate February. or early: rYlorch.
3"B NIS LL�S '�' DOGHOUSE MANHOLE � CE
X X _ CONCRETE BLOCKING / O� G�/,/N�r�� 2 z6` TREATED LAP TOP ELfY 39. Referb'!'ae the following April with 50 LB/Acre nitrogen. Repeat as Towth requires.
X X (2) TREATED 2 xlr Noy be mowed only once a year. Where a neat appearance is desired, omit
e DOWEL "GN s� ud, d �. -P ---
2 CORPORATION Serilxa and mow as aiferl as needed P r I R '
- m 2" i3L0%YOFF N PERMANENT GRASSING Q /��i
,`x6"TREATEDT&GSLATS TEMPORARY SUMMER GRASSING DETAIL \�\``�Lillltlfij'; /
-OPTIONAL MANHOLE 5'-" PLAN DETAIL SEEDING MIXTURE
SEE GENERAL ttOTES --+{ (WITHOUT TOP � y�'Sr �I
FOR PLACEMENT AND �., 1 7" SEE STANDARD 040_54
STEEL INFORMATION Poe MANHOLE COVER A FRAME T{
s -o H7" aFi,^ RADIUS HOOK I , (2} TREATED SEEDING MIX 1 \.IRE \ .7
6 RATE t�a�acei Q ` ••• Y
BRICK MAY BE USED TD /` FINISH; GRADE ADJUST TRAM£ 6 COVER TOP OF BANK EMBANKMENT BOTTOM 31.0 �` three improved (.varieties) 200 � -
PLAN OF TOP SLAB TO SURFACE ELEVATION MAX. 1' '•�� � TALL FESCUE blend of two or _ S E A L
„ Y„ BARS CONCRETE TOP SLAB EL. 41.0 GERMAN MILLET 40 �U�•
I. -Y^ BARS 0 111%- CTS. �--" BAR DIMENSIONS ARE OUT TO OUT i "e" BARS CITY FLOOD POOL EL 40.0 = - RYE ( i5 .���'. Y :. 17374 �
i STATE FLOOD POOL EL 39.0 SEEDING DATES •.
o• �DOAEt c" A A = In the peidmont and mountains, a err/all-stemmed sundangross may be R `
NORMAL POOL c° m NORMAL POOL EL. 37.5 L_ substituted at a rate of 50 LB/Acre. JANUARY - Ate // A
AUGUST - DECEMBER MAY 2 012
EL. 37.5 1�- EL.. 36.5 t8 z1t3'x36` CONCRETE 6'x6• TREATED POSTS SEEDING NOTES , REt ���
' w OYP) O/C MOUNTAINS - MAY 15-AUG. 15 SOIL AMENDMENTS = . /1/f L l i I 1 I I i\l
•, 8- 4LB'L,7 s'-n�l,s7'L FO0i1rIG
1 6
p���PIEDMONT - MAY t=AUG. 15
g " w 0!NEERAI. ROTES FOREBAY 3 d llL�.` COASTAL PLAN - APR. 15 AUG. 15 lime and fertilizer to sail tests, or a 3.000-5,
h z / i MAIN POOL 2id3' CAP MP►Yraing PPh /
t i 12^ BOTTOM EL. 34.5 Guv. sac aaTwa - r• x t TeFwRl+c qws FLstat WITH agrtCutdual Limestone use the tower rate on sandy Bob) and DATE 5-26-04
T , PIPE LUSSHOR 1 TYPE a clws. ATFAtxi m ,- 1 x AM 3Ii 4 Q♦dwwQED oao Le/Acre "to-10-1a fertf Tzar..
12' . SEE INSET "A" FOR ILLUSTRATION a
3 A M0m0R '°'�' �"" SOIL AMENDMENTS DESIGN PGT
I e e ��m a °`R DowEL c PURPOSES ONLY TOP 3 0 B i i f
3 BOTTOM TOP OF BANK -i � , , 2'x6"
_.•,- * EL 31.0 P00L 4p• Follow recomertdations of soil (safe or a PINY 2,000 LB/Acre ground MULCH DRAWN MBH
PLAN OF BASE SLAB INSET "A" E / �; -- POND SLOPE TO BE SEEDED IN ACCORDANCE 1,
CONCRETE BLOCK `El agricultural . limestone and: 75t3 LB/Acre 0-t0-10 fertilizer.
ROTE 7: SECTION "B" OF THE PROPOSED WALL SHALL BE S" THICK. L ..j
TO SEEDING SPECIFICATIONS 3o'rzP " Apply 4000 LB/Acre grain straw or equivalent cover of another suitable mulch.
SECTION "A" SHALL BE 12" THICK. y - - - - t •WEIR t , 2• (, j Anchor by tacking with asphalt, rKWing. Or netting or by crimping with a mulch
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A s" 'k t IPOOL 374 I MULCH ar gw!ng toot. A disk with r1"01 set nearly straight can be used as a mulch
DESIGN WILL BE REOUIRED FOR APPROVAL. 6:1 VEGITATED SHELF TO BE PLANTED.
NOTE 3: ALL REINFORCING STEEL SHALL BE SINGLE MAT• - t1 anchoring tool.
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU cTIaNrYxB`z p "'A" WITH WETLAND SPECIES I.E. COMMON THREE `
OF HOOK BARS IN BASE SLAB. • , Apply 4,000 LB/Acre Straw. Anchor straw by tacking with .asphalt, .netting,
CONCRETE BASE SLAB (WITH TOP ---
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, 3 _ TEMPORARY or O mulch anchoring tool. A disk with blades set Hearty straight can be
ENGLISH STANDARD DRAWING FOR SEDGES, SMARTWEED,WATERWEED & WILD CELERY ��' GMVEL N used as a mulch anchoring LOOT MAINETENANCE
t L s'_n• la•G Ls• Fertilize according to soil tests or 40 LB/Acre nitrogen in January or
TRAFFIC BEARING JUNCTION BOX IDIOM 3t.o SEano FOR USE WITH PIPES 36" AND UNDER nt.i'S. SEL;TIT7iN A " A MAINTENANCE F;!%rryy, 40 LLB in September and 4U EB in November. from a 12-4-8. 16-4-%
840.34{ �'j'A� ReferGlize if growth is not fui Odequate. Reseed, referblize and mnich im- or similar turf fertilizer. Avoid fertilizer applications during warm weather; this SHEET 4 OF 4
NTS OUnE D�L l L iy g hr damage. m stand,Mow to a height of 2.5-inches as ne kAI damaged areas
" mediate following erosion or other dame
Nis 0307 q
1