SW8020535_Approved Plans_20031203

�_U) E
F-
I NV. -
26.9 1
E
E
E
TEMPORARY SILT FENCE-+
NEW 3" WATER SERVICE LINE I
2" X 3" INCREASER
2" BACKFLOW PREVENTOR
IN HOT BOX--,,,,!,
2" WATER METER & VAULT
12" X 2" TAPPING
SLEEVE AND VALVE---�,,,.
CATCH BASIN #1
TOP GRATE=36.0 I
INV.=33.0
RICHARD YANG
5087 EDINBORO LANE
WILMINGTON, NC 28409
ZONED RU (BRUNSWICK COUNTY)
PARCEL #1810000102
DB. 1071, PG. 1018
71 Donald L. & Dicna Ramsey 35.5 Z X UJ 0 WO LcO,) F G CN) E
0 0 Ln C.4 M, g
Li
M 145 SWORDFISH DRIVE 3 6.1
:w cq & &
HOLDEN BEACH, NC 28462 0 _1 p 0 0 LO
z �.Ocoz LO Log
DB. 1135, PG. 749
z
MC. 18, PG. 248 0
L46 16.0 3' 34.9 M u- caq
PARCEL # 18100001 L45 0
-4. 17.14' 01 0
321,7 N
N 28050'36 E ZONED HB TOWN OF SHALLOTTE 0. 3 2,5 to IL) U.
IP V 5.85
IP FD.
313
-64 35,
F7 640.97' _375'r."", 3 �.,55
30..
le - 3-5. 0 35.7
F 10' SETBACK LINE + 32.4
ItK -*
49.6
3 0,
Li -35
0 POWE40LE 4976 >M
0 1 /2,3 WETtANDS
-7 32.2 0.007'7XCRES
7 U)
cfl Ld EXCAVATE OUTLET SWALE
V� + 35,8 35,6 3 0
&I ill i III I E Tn CICAIATIMI 0)Q an, ch c r-
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TBM I
NAIL SET IN POWERPOLE -4
ELEV. = 35.84' (NAVD 88) 1
12" X 6" TAPPING
SLEEVE AND VALVE
NEW LIFT STATION PER TOWN
OF SHALLOTTE REQUIIREMENTS-�,
NEW 2" FORCEMAIN-,
I
CONNECT NEW 2 99 1
FORCEMAIN TO
EXISTING WETWELL -J
> t E
17
< 0) 35,8
cn WETLANDS 0
> 18 FES W/ 0
2.062 ACRES iA + 34.7 SR 1320
ry 1 0'xi OIX RIP,`,,RAP + 3 2.'
ENERGY DI ''TOR FLOOD POOL 32.5' k32,0 WILLIAM HILL HILL FAMILY TRUST
SSIPA,
< 0> 104 CESSNA LANE SITE
3: LJ L4 INV.=29.80
PRINCETON, NC 27569
7 L4 NORMAL POOL 30.00' %� 32,1
�'PARCEL # 1810001810
OUTLET STRI 3,62 RUBY WAY
JC URE ?32�7 .I- "
M B070M OF POOL 22.50' 331 N (.4
SEE DETAIL), 362 V­�
f- F-7 >
33A
. . . . . . ms,
F- + 29,7
(01
0 + 302
L19 cn
3 2125
> 31,6
ol.;� " - - US 17 BY-PASS
r 0 1 * FLOOD ZONE
41 M."". L23- 32.7 *-1-- �32�O
31,4 32A L,22 4t) --------------
INV 'o 3
FT1 6" --------------------
4
FLOOD ZONE C:
27.36 00<
Li 32�6__
h, L27
VICINITY MAP NTS
o )4T FEN
TEMPORARY S 31.7
F-1 %_ ­- I ­ "I'll, I'll-, '111;"�1,14.<-,�_ � 33.�
.000.00- � 44r
3 32 + 35.9
000 C`E�*,31,6 + 332
+ 31.1/
9 F4 + 322
��30
32 k)+ 33.5
�00 '4
OF
7
+ 3 6,
BOTTOM flOREBAY 25-.00
E
13ASI­14- #2, - - - - - - - - -
CATCH
'j", - J 331
0 3 2�4 LO t "u,
24 #,S0'ES--INV.=30.0d TOP GRATE=36.3 LEGEND
-00(7)(0 0
X 1 it""R + 33.6 U Lj `4
W�� 5*X IF RAP ___.JINV* 32*80 "0"",
le
S.,�o Z UJ N 0
+ oo,
PROPERTY LINE
N
17) Y t)
0.8
'R
-­ENE­RqY DISSIPATO
33 7�' 35,0 Z c
C5.4
F7�F'rj + 35,5 3 4A RIGHT 'OF WAY
24 ##
"�cj.
2 SETBACK
0 U)
MM '4
99
c
/2
+ 35,6 c 4)
R� ym w
< 18 ------ + 35.5
W &=�i� L_-L :::=== + 34,8 . .. . ..
_1� cN:, E 0 X
ci + + 33.7 404 WETLAND z
F E R PaLprl/ 0
_> > e- I., I�A�,q___,_ 18"--FE$ INV.=30.00 0) 3:: a- u- 3..
3). p ERPQ�Fq/ ll .I
KI AT
LTC10 - - - - - - - - - - - - -
R PR
CD 3 2 W/1_Wxi�W_ A ID EG-3 FLOOD ZONE DESIGNATIONS
Co '\D 33,6 ERNA,
Y 01* ------- ''CUR5 AND GUTTER 7,
19 384 -ENERGY DISSI 35.8
+ 342 ,,)3'5,0
31, Cr 0 EVERYWHERE -40-- EXISTING CONTOUR LAJ
_41� 3 3 7". 5
�,,3ATLANDS
00 PROPOSED CONTOUR
Li 00
V5 #CRE
00
M 5�4 IP ... ......... ... ...
0) EXISTING STORM DRAIN
Z
36.5 + 38,6 + 3 9�-� + 34A
a. 65358 if _SQ. FT. SD PROPOSED STORM DRAIN
A x
ui I I R
I e \ \ "-A ) / / w '\\ 15.004 ACRCS-------.,
*7.%a - PROPOSED ROOF DRAIN
39.5 ZONED kB ( TOWN OF SHALLOTTE + 35.7 /,,-A3&0
Y 39.0 +38, 34,7 OE EXISTING OVERHEAD ELECTRIC
TAX PAkEL NO. 1810000101 353
1 14. 8 0
35.0
X X X EXISTING CHAIN LINK FENCE
*4 ed STAMPED CO N�CRETE BETWEEN I/ A 0
S�O +35.7
6A .. rl. 0117
31 38.0 ISLANDS AS �,S WN 362
10 +\ EXISTING WOODEN POST FENCE REVISIONS AND
+ 36A
-4, 4 5 5 9 Z 9 EXISTING CLEANOUT SUBIMITTALS
40.0
$0
+ 35,9
A " 1 1 1 1,
+ 4�
4 + 352 36,0 + 36,0 w EXISTING WATER
---- -- 0.0) OOF DRAIN PROPOSED WATER
+ 36,7
+ 35.
..del W-777 3900 9 9 9 9 + 36,6 CATCH BASIN W/EROSION CONTROL
38.1 -DROP INLET #2
M, 4w, 39, TOP\ GRATE-38.00 v DROP INLET W/EROSION CONTROL
J cj cj + I
4A Ro
INV.
Z - + 35,3 3&9 EXISTING SPOT ELEVATION
DOWNSPOUT (TYP) + 3&7
3 6.5 PROPOSED SPOT ELEVATION
+ 15" + 40, 1-1 _Q9_-_0...)
fl, ,,� 373
9� '/ i "'. I)V.4 1\ TSF TSF TSF
4. hi / 00 4 Q4Z, A , 691 RO/0-P DRAIN 6 ALTERNM`�,*, G- 11-1 1_� 1�1 1-1 v v v v TEMPORARY SILT FENCE
------ ------- ELECTRONIC ROLLING + 35,
--------- I + 3TO Anna Scunders
GATE, SEE ARCHITECTURAL 1\ "I, I 1� �, -_ \ \ I ;
PO BOX 65361
(3) -------
U1 36.0 36.4
UY V� 1 300 GAL. DRAWINGS FOR DETAILS �SR �13 2 �O
0
al
9
ell, + 9.3 FAYETTEVILLE, NC 28306
+ 3� OlU/WATER 2" �UMPED DISCHOIG?"
MECHANICAL EQUOWNT AND G, 9 0 4,
OIL SEPARATOR D B 9 14,
P W_ SERARATOR
GENERATOR W/MASONRY
U1
3
38.9 ,,3 & 9 0 N L D U �UNSWICK COUNTY
3 4.7 Y 39 8 r + 31� SCREEN WALL. REF. ARCH. DWG.
7 J TO( 3" ROOF DRAIN 131
WIR (SEE I DETAIL)
+ 3,� + + 39.e PARCEL #1810001,804
v FOR FENCE/BRICK PIER DETAILS. 36
An w Urz + S4
5 .1 1 1
F7 ' W ttLWtWk1Tv.) t$ %,m I %, r 11-4
I I L rl w + jj�,6 - u 0\1 /), M%'> I . I ;�� ( �1 (In + 37,0
ur%v LF_ I
6" ROOF DR 3 .5 iutj -UKAIt=4U.Uq
TOP436.00 40.1 SITE DATA
CD '�' I 1 0.5 INV.=37.0
r FF=40.50
v NEW H INV.=I33.2 I
L) u) 3 .. I TRANSFORMER 40A 40. + 36,8 LOT AREA: 15 ACRES
cl u PER RUN, -a-81,11 M U /7 5" RCP
RS�P
71 J* IMPERVIOUS DATA:
3 39.5 , ' % -3 CHAINI K EN
�- - "v - _,* c n F
COUN a I w - 7;��
CL-* 6 CE,3W/BRICK
STAN II u 39� PIERS, EE ARCH RAL Jb, 36.5 BUILDING: 21,877 S
313,31 SIDIEWAtk� 5s188 SF (.12 ACRES)
Lij + 38.6
Ljj TqP--GJRATE=38.85 7s108 SF (.16 ACRES) CONSTRUCTION
35.2 411 'TIiEU (.5 ACRES)
+ 34. 77
I CTAILO
CATCH,_BA61� #3
ram 6
CURB & GUTTER:
INV.=35.85 CATCH,,BASIN #4
39.5 DOCUMEN�TS
ASPHALT: 103o897 SF'(2.38 ACRES)
CO 6
> -1w
/S LINE 4RATE=40.00
CO a 39.3 .6 9.1 39.0 + 9 TOP '/ \ I I ��l 138,070 SF (3.17 ACRES)
INV.;"-36.70 TOTAL:
k- O'�
4� 300 GAL. r. 3" ROOF DRAIN
37,1
3�, 3 .5 % 3
co
35,7 OIL/WATER /W 2" PUMPED + 37.2 + 37.5 *UBLIC PAR�JNG PROVIDED: 95 SPACES W/4 HANDICAP
9.5
10
SEPARATOR DISCHARGE -To 10 EMPLOYEE PARKING PROVIDED: 125 SPACES W/2 HANDICAP
110-1 1 1 L/
(SEE DETAIL) OIL SEPARATOR Z1000""
I--,' EXISTING IMPERVIOUS TO BE REMOVED 29,338.37 (.67 ACRES)
c__1 9A i.,ri r-.7'Y9.8V 9.7 9 /0000, in I-
0.4 %U Z) t; F4 vv vr 1%0 DUILUINk.7
# CONC. 0 .0's % AND ASSOCIATED PARKING
CL &� 0 cl� �E ANG DOCK 11 . 1 .0 #
W, � 37.0 �nl LO X1, 3
01 cl� ).. All
CO + 432
Cb c:> CD +35
+ 3 6.3
PAVED FLUME 6 + 42.9 42.0 38,3
+ WNSPOUT (TYP) 7.0
CONDENSING UNIT
+ AN Pr) r% PAr) + 37,0
4, c' 37,5
APPROX.
LOCATION OF
FORCE MAIN
10'XlO'Xl* RIP RAP
ENERGY DISSIPATOR
M
3,, 4 000000- 1 , * f r"%,% I -` _', I-,
REF. DWG. 41
3 .4 af I I I it
15' Lu 2% -1- w I L_ fw�-tl a je a
+ �5
7.2 T 4�ro> 4 1 9.7
Ww Z4, = - - _. - I -
w Ck� I 7t+
U) - - - - - - - - - - 4+4k7 eke" e �kw Mw ""w""womw 400 am awwwwwww" om vow w4aw am 2 F'D,,�
bu Y _F am Now am
bo + 5131511iffir
91 1 \7,- ;A6 'm
�,D NOW" L *40:�T + 422 + 41.1 x 40,6 + 386 + 3e.6
35 + 6 -2-8*5W42 X X X X X X -_ X X - _x + 37,6 uj
i R I L37.S 4 38.3 X jT­ X _X X X X x X_X
&8 3 1-1 S S-F n 6' + Las, 7 ELEZ9� 119, 7 LEAN6 TF HVT X CHAIN LINK FENCE
LIGHT POLE r'�tIFT S'
TAT 10 Nf'_7 T39,6i T RAN F�!�jm E R_ 5 31
F_ 40.0 41.0 42.0 42.5 42.0
36 A 39.r
c 3,7.1 TO
(-8 9.3 9
TOR
0 x x 4 0,93
LIGHT POLE I r OWRET
M -K' OF ;T1I CURB G �7_
I CURB- Fl_ 0 W LIN 4 16 4
7.6 3&
3 B�,C U/�
w 38,26 0 F CUR
r-3 0 REFERENCE x 40k X
:--J 1 41.15
ARCHITECTURAL 6LJERNATE G
73 39. 14
F7 DRAWINGS FOR ,,EXISTING METAL BUILDING,---',.." SHED z ELECTRONIC ROLLING
0 i_< GATE, SEE ARCHITECTURAL
DETAILS
0 39.95 EXIS] P I­��o
M 0 39.55 c), V) DRAWINGS FOR DETAILS
<
r-Im 0
0 M�c �N j�
_T1 �AOI D 41,48 CATCH BASIN
M F EK� 4 1 X 4 44 TEL. L5-a 41�55 RIM 3 9 7 2' X
:�r DRIVE AIAY c) z w
> WAY 3 .0 EXISTING GENERATOR INV 37.72'
CONCRE11
-39,72
T BE
<:
t k;UUKUI Alt NtW 4
DEMOLISHED U1 1,32
SIDEWALK LOCATION IN FIELD
M
F-
.3
M 40
03
9 41,53
15 X gc�7
CONNECT NEW DRIVE TO
38.0 AtIontic Telephone Membership Corp.
F11
EXISTING ASPHALT EXISTING PAVEME 4, 1,7
Cf) C
41, ==J�58 PARKING 'AT EXISTING GRAC E
DB� 330, PG. 618
EXISTING CANOPY TO REMAIN.
0 40,47
1= M COORDINATE NEW SIDEWALK MC, 17, PG. 297 40.432 x 40, 1 A 40�70
CONCRETE
c:
LLJ M 38.4
WITH EXISTING CANOPY
=J A n �n '-A 4Z&4, PED.
TO��N 0 F F3V--IAI_,I_0TTF 40,73 S,�T,�[,�ITE
t
EXIST_�� u ZONED HB --�'4,9v9-4­-, 0
C) PED, ham
> U M E N
>
uj S�T),�[I+ITly'>X 7
9
SIGN 39,77 41.17 PED.
LINE BEARING DISTANCE LINE BEARING DISTANCE >�14 04413 4
4 1, 1S x $
TEMPORA Y GRAVEL Ll N 19*53'01 " E 24.85' L26 'N 2*42'5T4 E 33.64' 39.53 P E D.
4 . L2 N 15*34'18" E 32.42' L27 N 21*47.57` E, 31.41' 00 �54,55 ELEC
CONSTRU TION ENTRAII `1 G 4 0
40 EXISTING RICK BUILDI�, 6 041,eO
19' E L28 N 11`30 59 E TRANS
01 13 r L3 N 11-43' 22.82' 23.27' /-x,4 2,
SI) �,4 9 7 LEC 0 OWN%.
;v w
34
L4 N 05*27'35 25.20' L29 I`N 52-4b-4,) t 29.57' CATC H BASIN �:4'_tj j 122 �RA N 9
< 7 5- RIM 39.36' x
30 N 5 90;49� E` 25.36' SD 1 5
M L5 N 1602647 w 24.12' L __1 _(1-c S�jj�[I+'V 1�9,0,96S�T&Y�IT�, 742.
M 19.52' INV 36.41' CATCH BASIN I
L6 N 51042'41 W L31 32.09' RIM 39.11' 39,27 4( ?�06 G TAN K
i §;4T34 26.14' INV 36.93 TEL. PED 11 0)
L7 S 7311'58" w 23.78' L32 CATCH BASIN A-Q,403.09 3 ��,i�42.44 Mj
'10":E RIM 39 27'
BEGIN CU 40, E
RB GUTT�R z
L8 S 2U'47'46" W 21.52' L33 N 09*33 31.52' 3'
Y z
j INV 36.'6, D Mai
> L9 S 29*56'05' 16.33' L34 N 11 *58'52" E 43.47' mom
V-S 0 +41
L35 N 42*56'23"W 16.93' w
LIO S 30'21'2411 W 24. i T 4
w 21.33' L36 N ,j
NEW 18" RCPs L11 S 51*21'10 64!53'11 30.T4
0 INSTALL AT DITCH GRADE 4 L12 S 64!02'12" W 17.26' L37 S 51-32"12" 0.42'
OW x 2 �R 54 2,',`5 0 low 0
L13 N P11*10 w 32.77' L38 S 77*35'35"',,W 20.48' x 40,29
-0)(42,31, 0,
M
L14 N 08-4T 18' E 40.26' L39 N 57*07'51"Ai 25.20'
X
DI
0"�
0 L15 N 20* 10"10" W 26.61' L40 N 29' 16'1 1 29.11' C4, P_j1 4
L16 N 19*22'38" W 25.05' L41 N 20* 11 '44" "W, 24.80' 1_� i1tV
r,,h JL
RE
14� ALTERNATE G-1 411:1 40,82 BUILDING
L17 N 10*21'30" w 25.13' L42 N 04*33'40 22.29'
0 1 REMOVE EXISTING ASPHALT
71 L18 N 1704'46" E 36.83 L43 N 25T'33"",,',,',,E�, 21.41' 41,03 1' 2 2 20,02 0 0001
- 30.95' L44 N 0 P48'50",",,W 20.89'
DRIVEWAY, SIDEWALK AND PARKING '20" E X w
L19 N 2 P50
0 85
LOTS (,INCLUDE CURB AND -L-20- - __N 38057'13" E 35.85' L45 N 19*38' 7"""f 29.80'
-71 FX�ST�NG CURB GUTTER 04
E
L21 29,80' L46 N 3,5*00'40`,E 21.52'
zos
GUTTER) AND REGRADE. n,9
L22 N lV50'48" E 32.68' L47 N 49037'14 T 29.52'
N� m INSTALL NEW 6' WIDE SIDEWALK 4
L23 N 27`4�2091 E _25r. 7T L48 N 44026'45' 7E 19.80'
N J�Y?p L49 I N
40..64 PRINCIPAL:
22.35' PROJECT MANAGER:
AND CURB & GUTTER 0 1 L24 N 16*05'14" E 1 33 39' 47*21'2 24.02' 0
x 42.80
> EXISTING ASPHALT PARKING A I L25 N 30*39'40" E 1 2 0 "2W 450 1 N 20055'15",,W 1 1-1 1�
40.01,
M
ENTRANCE.
4 0,7 '0 7
EXISTING ASPHALT
DESIGNED BY: JPN
A&K #01165 DRAWN BY: DLL
3<).
PARKING
.55
c�
L;HECKED BY: JPN
40, 01,
48
4
SCALE: 1)�
40v
PROJECT NUMBER: 01165
CADD FILE: xxxxx
4 ,
0,41 5
V
X-1-9.2 4 0 40 80 4005
GRADING, DRAINAGE
402
cqq��, D r) 1 F
, , , , , ,
x V
c
1 41 1R
& EROSION CONTROL
401 W R VALVE
40.1 1 P I'D.
4 0 EXISTING DRIVEWAY TO
40.. BE CLOSED & REMOVED
ALTERNATE G-
NEW DRIVEWAY CONNECTING
EXISTING PARKING LOT
TO EXISTING ROAD
rA
�xj
DATE:
2002 ANDREW & KUSKE 3/18/02

C
CD
Io
r.
a
0
0
33.0 ------- LIn
'VICINITY MAP NTs
FLOOD ZONE C
INV. M M - INV U1 R-7 to to
- 2 7.3 6" 10�1,� r L27 •..100/ - % %
26.9 l'--- '..0400 �31.7 \-- ,
TEMPORARY 91V FEN 31,� / - -35.9
33.�
c7i CE\--- -33.2 -33.2
.,do- 35,
doo,
31,V ,32.2 -33.5 F 0 '9 34,� %k.. .- - - --- 32.1�
d'�> "&*52-8
x \1" -#-
�Q
BOTTOM OF%REBAY 25-.00. p
CI -BASIN-
CATCH
E r- ia./ 1 33.1
3n,2- LEGEN 0
< TOP GRATE=36.3 Z�wo .
M 2 INV.=30.00 cc) M (D 0
z 4 1 0)_%
S_ IRV,=32.80 w C. 0
X 3a,g_ - - , -33.6 PROPERTY LINE tn E 4 '0X15"XT*-R1P RAP
19 dlo q*
0 60.8 DISSIPAT00- J-0 tn
35A,-.11,
01 7 +33.7 35.0 FIGHT OF WAY
TV tj 0
(n
7 ------35 0 1 - -A
-355 - V_
I
MM
7- SETBACK 0mcp
414 Ld < CP
9, r P�z emown WA
/21-89 MM .0!w I
Cz n -35.5 C
------------- + 351"E C 0 a
dr -34.8 +33.7 LAJ C4 *9 ro- x
2' 404 WETLAND
+
+ N, z 0=M
E R f MPry INV.= 3: 0) 3: CL
8*-FE$ 30.00 - - - - - - - - - - - -
3 ERPQ�Fn/ f FLOOD ZONE DESIGNATIONS 0
1). 1.4 LU Irvj.UA31�' RIPRAP 06 z
U > 32`I?):�....k,33- R6 AND GUTTER
C60 Ji 35,8
3& -ERERGY DISti Arm- +34.2 )35.0
Y W14F-j EVERYWERE ----4,0 EXISTING CONTOUR Ld
1 31, Lno z I
'w.. %t 3
31ZT- "mop umrTs 6F DISTURBANCE PROPOSED CONTOUR
I LANDS I/
0.0
Lj 0� 0.�45 IWRESe* J/ 35.4 EXISTING STORM DRAIN TEMPORARY SILT FENCE -34.4 ip Z
CD
SD PROPOSED STORM DRAIN II I
36.5 -38.8 6535&7\.Zit9 SO. FT. Lw
NEW 3* WATER SERVICE LINE I - j
J# 01-11 - % D
I 41 i { ` ` I15.004 ACRES _w -0 -0 _w -
PROPOSED ROOF DRAIN I III II
-35.7 •-34.7 V)
{ �k : 11E9-5) 39. EXISTING OVERHEAD ELECTRIC
2" X 31' INCREASER ZONED AS (TOWN OF SHALLOTTE )
39.0 1* DE C z
04 -35.7
2* BACKFILOW PREVENTOR TAX PAhCEL NO. 1810000101
0
IN HOT BOX 14. 35.0 A _X X X EXISTING CHAIN LINK FENCE 8 +35.7 0
A
2w WATER METER & VAULT IEXISTING WOODEN POST FENCE
31 38.0 7•. REVISIONS AND
0
.7 ..-STAMPED CONPREtNETWEEN
12* X 2" TAPPING -4 1-1 - - SUBMITTALS
• 5 5 9 9 EXISTING CLEANOUT
-35.2
4b.
Z�j .1 -35.9 36.0 w EXISTING WATER
MIAN,,DS� AS SHO"
SLEEVE AND VALVE 00 1
CATCH BASIN CD
Al
TOP GRATE=36-0 1 4 PROPOSED WATER
39 PROOF DRAIN
INV.=33.0 4 If
DROP 414L.ET #2 -36.6 35A
g 3 9 9
118.1
I TOP GRATE:1�3UO
-39. INV.=34.50 DROP INLET W/EROSION CONTROL
RICHARD YANG +3 33,
35.3 -38.9 EXISTING SPOT ELEVATION
5087 EDINBORO LANE I Lf d, � C-0 Ln DOWNSPOUT (TYP) +36.7
(A:
NO 28409 -40. N, %36.5
'IN PROPOSED SPOT ELEVATION
WILMINGTON, 13 15" 37.9
+35
ZONED RU (BRUNSWICK COUNTY) _3.�. 9 9.4 ir:w TSF
46 6 * w N as
ad _rq _. 1 TEMPORARY SILT FENCE
4. 60 R0/QF DRAIN N.,
+ /CO 4*
PARCEL #1810000102 Uj ------ 37.0 Anno Sounders
DB. 1071, PG. 1018 L ---------- PO BOX 65361
39.8
0
r-T UY \A 36.4 300 GAL. �4 6 FAYETTEVILLE, NC 28306
93
HARt?
TBM 3c OIL/WATER 20 �UMPED DISC MECHANICAL EOUI+PU&T AND DB.�� 914, PC. 904
Ln 361
Li
NAIL SET IN PqWERPOLE wt�� 1i L' . . t I_. I SERARATOR TO OIL SEPARATOR GENERPTOR W/MASONRY 37.2 36,9 ZONED RU BRUNSWICK COUNTY
I'D
f .3 39.' SCREEN WALL. REF. ARCH. DWG. IN
ELEV. 35.84 (NAVD 88) (SEE • I DETAJL) 3" ROOF DRAIN 39.
34 :7 > wl L FOR FENCE/BRICK PIER DETAILS. -39.8 PARCEL #1810001804
OA -,36.4 ��-33 E_LSTGP,(TYP-) n
SLEEVE AND VALVE DROP INLET 3 5) + Y6T AREA: 15 ACRES
9.5
5.j w 1\
12* X 6" TAPPING v I I WHE 39.8 SITE DATA
> 1 -40)
1 6" ROOF D 40.1
EAST ELEVATOR TO BE BID TOP=436.00 FF=40.50 IMPERVIOUS DATA:
JANV.x�33.2 BUILDING.- 23*254 SF .53 ACRES
AS AN ADD ALTERNATIVE. NEW �' H +38.8 40,4 -36.8
4t834 SF .11 ACRES
LJ W J3. SIDEWALK:
OIL/WATER SEPARATOR, _cn n PER RUN. RCP
ASS0CiATED PIPING & Ln -.j 35 COU 39.5 111- .37.3 CUFi, 14 ACRES
1�0 co -0 f36.5 B & GUTTER: 6,154 SF
SUMP PUMP TO BE INCLUDED. 00 6w 11 STAN DS 391
ASPHALT: 84,502 SF 1.94 ACRES)
3 5.2' 47.1
CH DRAWINGS. +34. GRAVEL 0
SEE AR CATCHaA§1N #3 2,904 SF .07 ACRES)
Li 1 .38. _. 0 6" 13 TOTAL:
El .1 t - TPP-4RATE=38.85 1201,648 SF 2.79 ACRES) CONSTRUCTION
TOWN 4 1 NEW LIFT STATION, PER Li IMPEFMOUS DATA (ADJACENT LOT):
INV.=35.85 DOCUMENTS
9.5
OF SHALLOTTE REQUIREMENTS oeo' SIDtWALK- 474 SF .01 ACRES)
00 /S LINE CO 39.3 .6 9. 1 .39.0 .38, CURB & GUTTER: 105 SF .002 ACRES)
NEW 2" FORCEMAIN r 9
300 GAL. 1 .37.1 ASPHALT: 833 SF .02 ACRES)
tx�: US 'P 3" ROOF DRAIN 42
ru - + .9
3ra.7. GRAVE
L 3v28O SF .075 ACRES
-� �, iOIL/WATER 1.6 TOTAL: + 36�8 4,692 SF .11 ACRES)
a 39.5 • >CONNECT NEW 2" .9 3 5 2* PUMPED -37.2 • 37,5
FORCEMAIN TO 3 SEPARATOR DISCHARGE -TO PUBLIC PARKING PROVIDED: 93 SPACES W/4 HANDICAP
0 7
o 9.7
SEE 10.67*X25' 000 0.6 EMPLOYEE PARKING PROVIDED: 69 SPACES W/3 HANDICAP
EXISTING WETWELL DETAIL) 9.1 OIL __._ SEPARATOR
)-E .... . 71741111 NEW OFFICE BLNLDING
I wpo� a r CONC. 0 0-4 VP mom= 110"aw vl� awwwwow
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NE'� ASPHALT F?M' LOT NEW tRAVEL -DR
C .38.3 �0 Ln Ln�p Lp -35, NSPOUT IN 7.0
0
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6 .3
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3 .2 TOVV,�R
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Li LJ W - x x
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0 D TRANSITION. TEL. P 41.46 CATCH BASIN
41 AA
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Dt M 39.65 40.0 INV 37.72
> EXISTING GENERATOR CONCRE-11
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Mz RAIL FENCE AS EXISTING ASPHALT Atlantic Telephone Membership Corp.
M L 00900 DRIVE TO EXISTI!Nq4145� 4,17
NECESSARY
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< DB. 330, PG. 618
40.47 GRADE
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43.04 42.50 mi
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APPROVEDOf'%---- RECEIVED > 0
x 41,62 X 42. NORTH CAROLINA ENV12G.,.',`,i7:NFTAL LU
X X 41.64 WILDING
MANAGEMENT C0iMHv,,23310i1kj
BUILD&C
41-03 DIVISION Or- WATER QUAUTY OU 2 4 2003 Uj
03-DEC-2W3 DWn
PROJ # 5Lk�g
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PRMXCT ARCHITECTS DCS
40,04 40, 69
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70
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34). .55 PARKING DRAWN BY,
4
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40.6 C
40.5
40.2 40.41
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141.18 0. & EROSION CONTROL
0 gkfPPOLEUrya
40. 04
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EXISTING PARKING LOT tiv
40, TO EXISTING ROAD dw"
Lip
DATE:
2003 ANDREW & KUSKEJ
3 NOVEMBER 2100a
LINE
BEARING
-DISTANCE
L1
N 1753'01" E
24.85'
L2,
N 1634-18- E
32.42'
N 11*43'16* E
22.82'
L4
N 05'2735" W
25.20'
L5
N 16'26'47* W
24.12'
L6
N 51'42$41 1* w
19.52 $
L7
S 73' 11'58* W
23.78'
L8
S 20'4746W
21.52'
L9
S 29'56'05 E
16.33'
L1 0
S 30'21 '24* W
24.12',
Ll 1
S 51*21"10 W
27.331
L12
S 64'02'12' W
17.26'
L13
N 541190" W
32.77'
L14
N 08.42118" E
40.26
L1 5
N 20'10'10" W
26.61
L16
N I9.22-$38" W
25.05'
L1 7
N 1 C T if r 30
25.13'
L18
N 1704'46 E
36.83'.
09
N 2r50'20" E
30.95'
-L10-
_N 38'57'13" E
35.85'
L21
9521"19a E
29080"
L22
N IV50'48* E
32-681
L23
N 27iU70" E
-a-77'
L24
N 1 05'14* E
33.39'
N 30'30'40f- E
20.28'
LINE
BEARING
DISTANCE
L26
N 72*42'51 w E
i 33.64'
L27
N 21*47*57" E
31.41'
L28
N 11030,59 ri E
23.27'
L29
N 5748643 6 E
29.57'
L30
N 54-10-45- E
25.36'
L31
N 53' 10 45 E
32.09'
L32
N I W42*34w E
26.14'
L33
N 09*33'10w E
31.52 0
L34
N 11"58'52 E
43.47'
L35
N 4756923W_
16.63'
L36
N 64!53'11' W
30.74'
L37
S 51*32'12w W
20.42 * I
L38
S 7r35'35* W
20.48'
L39
N 5-r07'51 ** W
25.20'
L40
N 29' 16'10* W
29.11
L41
N 20' 11 144- W
24.85'
L42
N 04!33"40" E
22.29'
L43
N 2621 '33" E
21.41'
L"
N 0r48`50o w
20.89'
L45
N 19-38.57- E
29.80'
L46
N 35'00*40' E
21.52'
L47
N 49*37' 14" E
29.52'
N 44!2675ft E
19.80,
N 47'21_56�E
24.02'
L50
N 20'55"15'-' W
22.35'..

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m
VEGETATED SHELF TOP OF BANK 33.0 SITE WORK ..NOTES._
- -
O 6:1 SLOPE - S
,:.
-- 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH ! 9. REINF. CONC. PIPE SHALL BE CLASS flh W/RUBBER GASKETED JOINT OR
6 W E.S. FABRIC t, RAM NECK". INSTALL PER MANUFACTURERS REQUIREMENTS.
8 W I SH RIP -RAP PAD -� Y FIELD CONSTRUCTION CONDITIONS.
(NCDOT) _ 1
-I I 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
STEEL OR WOOD POST ��-- 5 MAX
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
l z
- WIRE MESH FOR STANDARD FABRIC
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING MIXED, QUICK DRYING, NON -BLEEDING.
"NORMAL OL _ i NOTE: THE VEGETATED SHELF SHALL BE STREETS.
r N ---- STANDARD OR EXTRA STRENGTH - _ _ 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
H o �- m VEG. SHELF ELEV.=28.3� PLANTED WITH A COMBINATION
MIN. 14 GA. 6xfi MESH I '� FILTER FABRIC OF TWO OF THE FOLOWING ON .
_---.r� ----�1 '�I 1 1. CATTAIL 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS WASTE AND WATER Llf�tES.
FOR STANDARD FABRIC U , , 6 1 3 CENTERS.
N X 3 i 3 MAX OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT ` . m
Q � I I--t' 2. COONTA{L
�w -too- 10
3. SPATTER DOCK CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN c c
00 =' DIRECTION OF WATER FLOW BOTTOM = 22.5 I I� �' 1 I ` 1 NOTE: SEE CONTOURS PLAN FOR ACTUAL
_ _ _._l EOREDAY POND SLOPES. LIMITS OF CONSTRUCTION. � o
MAX@ V m
I 3 TT = 25.0' 4. STRIPPING:. BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
BOTTOM
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
ANCHOR FABRIC SKIRT
co MIN. 8 DEEP & 4 WIDE.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
PONDSECTION
:BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FELL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL vOMPACTED AS SPECIFIED.
>c
m m 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
Li D '®� APPL{CABLE LOCAL AND STATE CODES. EROSION CONTROL NOTES AND MAINTENANCE PLAN:
J NOTE 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
NOTES: 09 FRAME AND GRATE MAY 7. BORROW MATERIAL. THE CONTRACTOR SHALL FURNISH BORROW
„ 1. BASIN, FRAME
NONESSENTIAL DIMENSIONS. MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30 IN WIDTH WITH �� w� ASSOCIATED WITH .BORROW OPERATIONS. -
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
30 LB IN TENSILE STRENGTH FOR STANDARD FABRIC � AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
/ z , R TRIPPING THOSE AREAS DESIGNATED TO NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE "' E
AND 50 LB/IN FOR EXTRA STRENGTH. HEAVY per+ C BEARING 4 x 4 PRECAST CONC. BASIN 8. FILL AND COMPACTION: AFTE S
" _ MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. � m c °v,
2 GRATE AND D. W/ KN OUT PANELS
JOINTS E. � S RECEIVE F{LL SHOULD BE PROOFROLLED WITH A 10 TON 'IBRATORY S Si EEL U � � m � .o
2
FABRIC SHALL BE CONTINUOUS LENGTH. IF JO NCDOT AY STANDARD - SIDE
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM I °'
` ARE NECESSARY, LAP FABRIC POST TO POST.
- .MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES {N A CONDITION TO � Z w
NO. .03 OR D DENS{TY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS CAR 2
E "� RUTS EXCESSIVELY SHOULD 8E UNDERCUT AND REPLACED W A CLE F, PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE � � z,,
3. STEEL POST SHALL BE MIN 4 IN HEIGHT AND BE OF THE NOTE: IF E_ ES
SIt_TY OR CLAYEY SAND HAV{NG A UNIFIED SOIL CLASSIFICATION OF 5 SM, CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY V) Y a o
ANGLE TYPE. T 0) r
STEEL A THE CO " H THEN ! BE BASIS, THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. o So -
SELF -FASTENER S ARE USED E
GRO � RESPONSIBLE F FIR 1 G OR SC. FILL MATERIAL 5 OUTSIDE OF BUILDING AREAS S ALL
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST' 957� 4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR W � c m a
HT AND � H M IMMEDIATELY. c
4. WOOD POST SHALL BE A MIN. OF 4 {N HEIGHT T THE PES E IN LE
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY ASTM D-698 WITH 1, TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED ED
E FASTENED TO � } .
FABRIC SHALL B THE
Z oEto3
4 IN DIAMETER. F TO THE
THAN 9 WIRE STAPLE STEEL REBAR GALV. OR ASPHALT COATED , LAN.
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98� OF j:THE
WOODEN POST WITH NOT LESS # PLANS USING A PRECAST .r �3 a. �;1AtEELDEO AT fi O.C. EACH WAY LAIDT R MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN i3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND„'rV
1 LONG OR TIE WIRES. � TO CONSTRUCTION. IN TOP OF BASIN STANDARD PROC 0
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED W
Jill
" " PLACED IN LAYERS NOT TO EXCEED 8 AND COMPACTED TO AT LEAST 98% APPROXIMATELY
26 MIN. CONCRETE
, OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698} WITH WHEN THE SEDIMENT �rDOL NO LONGER -DRAINS ---PROPERLY.
TEMPORARY SILT FENCE BRICK TOP = 32.50
TE THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS �
A TACH SCREEN WITH � TO 100� OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS � Z
T GALV. LAG & WEDGE SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
NTS
ANCHORS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF S IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98� OF SHE THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN D MAKE J
t. Y REPAIRS IMMEDIATELY. i REMOVE SEDIMENT WHEN IT BECOMES 0.50 DEEP
DRY DENSITY. IF THE MATERIAL IS TOO DR 1111 f 11
. . • 1�2» G. GALV. OR STANDARD PROCTOR MAXIMUM D DE
• ALUMINUM EXPANDED
TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. CLZ
" t8" D1A. OUTLET N IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
22 4" METAL SCREE TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND 0
INV. � 30.00 T00 WET
# 1'2" I.Q. INLET PIPE INLET = 30.00
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL EITHER SALVAGE OR V13 OF IT PROPERLY. BRING THE DISTURBED V
GROUT IN PLACE OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
_ AROUND THE DROP IN ETS. REVISIONS AND
INS: •� SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES.
BOTTOM29.50 SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL SUBMITTALS
,� , • • _ .. •. . • REQUIREMENTS. 5. SEDIMENT WILL BE :REMOVED FROM BEHIND THE SILT FENCE WHEN
IT
BECOMES 0.5 FT DEED AT THE FENCE. THE SEDIMENT FENCE WILL BE
#4 O 12" H WAY ONC• FTG. CRUSHED STONE.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
CONSTRUCT HIS WORK.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
FRRAME AND GRATE
N R THE LOCATION AND PROTECTION SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
� N
ELEVATION 10. THE CONTRACTOR Is RESPONsteL
H-20 LOAD RATED E C T 0 N
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
P['CAL CATCH BASIN OF EXISTING UTILITIES DURING CONSTRUCTION.
. DRAINS PROPERLY. _
24" CURB AND GUTTER NTSOUTLET,,�" iTR��( TURE 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BYDETE: TION POND
NORRIS &WARD AND PROVIDED BY OWNER. 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
,N.T.S. HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
In
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
INLET PLAN. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF 8. ALL DISTURBED ARF',AS SHALL BE SEEDED WITHIN 15 DAYS OF
PLAN BASIN, FRAME AND RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
GRATE MAY VARY IN
• ..' • ; . AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
APPLICABLE AGENCIES AND AUTHORITIES. NECESSARY,
NONESSENTIAL DIMENSIONS. VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
i • - , CONFORM TO NCDOT STANDARDS.
FRAME AND GRATE .,�
e • 9.y MOR7 STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
�� � l ,.. .,.,itrly Gi. : rIIS PLAN ,ARE NOT EFFECTIVE. �
�.. / ..- 15. WATER AND SEWER SERVICES SHALL BE .INSTALLED TO MEET LOCAL. Atv�
'" A • 4 •• 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
G • . V % �'� � '�''' STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
CONC. BASIN � • THE PROJECT IS COMPLETED.
PRECASTJ REQUIREMENTS.
W/ KNOCKOUT PANELS S•
4SIDES (7 •O S® . ` � M, 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
•,
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
�,,,,,PERMANENT MEASURES, WILL BE WELL ESTABLISHED BEFORE PROJECT
W
PIPE �" • Gp�. �`�' REPORT DATED _ 1 �.-� FOR CLOSE-OUT.
T 0 = 17. SEE
OUTFLOW C
4 - -� � CONSTRUCTION
✓J
ADDITIONAL REQUIREMENTS. DOCUMENTS
IF CURB HEIGHT IS 6". THEN:
`0 _• O 1:10 MAXIMUM SLOPE, SIDE
FLARE "A» IS » MINIMUM. 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
" SIDE RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
6" MIN. "62' - O 1:12 MAXIMUM SLOPE,
PLAN FLARE ®A» IS 72" MINIMUM. CONDITION.
2" - 3" ���' TENIPORARY/PERMANENT
_ COARSE AGGREGATE
.CRASS SPECIFICATION
0
Qr
TEMPORARY GRAVELLED
SUBGRADE OR 6" °� � CUT OR t0o�u � _ 1 �a�
COMPACTED
SECTION RUSHED STONE. CONCWM� 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHESDEEP OVER
SEC C CONSTRUCTION ENTRANCE
• ADVERSE SOIL CONDITIONS.
NTS ♦ 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
DROP INLET
DES-AIL 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
N SMOOTH AND UNIFORM.:.
NTS 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
6x6-10/10 W.W.M. �_ •
Wow"Q� s• , • LIME: 45 LBS. PER 1000 S.F.
-- o = PHOSPHOROUS: 20 LBS PER 1000 S.F.
NOTES: SECTIONRESERVED VAN ACCESIBLE SIGN FERTILIZER: 17 LBS. PER 1000 S.F.7p
1. SIDEWALK THICKNESS L BE 4" UNLESS NOTED OTHERWISE. CONCRETE SIDEWALK CONTROL JOINT ADJACENT To 8 AISLES ONLY
.J. SPACE SAME AS SIDEWALK WIDTH. I 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
2. CONTRACTION JOINTS Cn
�. {S PREPARED 4-6 INCHES DEEP.
3. THICKEN j1D?VALK TO 6: AT DRIV AW - T F 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
IDALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT
4. TH,lCK,E.�1, � �'�
SIGNS TO BE 0• STANDARD ��-8 2 - 3 LBS PER '1000 S.F. (SEE MIXTURE BELOW - _
WITH'N CURB. 1 8"R TOOLED I`xP ALUMINUM. BOLT TO TREATED WOOD OR -
5. 1 2 EXPANSION JOINT E.J.) REQUIRED AT 50' MAX. AT SIDEWALK / 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. s
JUNCTIONS, AT STRUCTUIRUCTURE.
S AND AS NOTED ON SITE P JOINT ALUMINUM WITH 3 W c,ADMIUM
,t� e •' •• - . 12� N � PUITED NUTS, 801.T5 � WASHERS. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
" fi. PROVIDE A LAYER OF 1c�LDG. FELT BETWEEN WALK D� ADJACENT
"T POSTq _ •: `: , �11' R7-80 WOOD CHIPS AT 00 LBS. PER 1000 S.F.
STEEL PARALLELING CURB OR • I ! t2 _ i JUTE & MESH AS PER MANUFACTURER
WIRE MESH FENCE 7. REINFORCE w/6x6-10/10 W.W.M. ,C _ j '�--.�
• • r 8. ?,SPHALT FOR ANCHORING wiULCH SHALL BE TYPE SS-1 EMULSION AND
CRIMP RING CONNECTOR „ 6X6-10/10 W.W.M.,
APPLIED AT A RATE OF �000 GAL. PER ACRE FOR SLOPE STABILIZATION,
1 /2 EXPANSION- i i-�,� c- -' RNISHED AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
SYNTHETIC WOVEN J61NT MATERIAL I GWEE
ALUMINUM � TREATED 4"x4' wo0o PosT. 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
FILTER FABRIC 50' MAX. SPACINGEXPANSION„_..�DtNT (E.J,� SECTION _ WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
CURB
WHEEL CHAIR RAMP
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
r -„-____-- 1-t/��) ,-s1z�) AND SEEDING RATES.
NOTES: 1 4"x1" DEEP jAN MAXIMUM VAN 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
a • • ' •
1 R TOOLED I - 1 8 0 D SIDEWALK AND '' FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHES•
1. FENCE MESH SHALL BE MINIMUM •, • / TYPICAL SIDEW 31') ACCESSIB
32 IN WIDTH AND SHALL HAVE N II
FILL SLOPE O 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
• . WHEEL CHAIR RAMP DETAIL 1 �
M OF 6 LINE WIRES 20% CARPET GRASS
A MINIMA - --
,� t ,z _.._. ��
WITH 12 STAY SPACING. - -NTS_... v
24� BERMUDA GRASS
- -� ---
GROUND LINE no - a+o �a - arum+ _ TURF FESCUE
_ _ _ - - I t t � `_' `i 20� R FESCUE
2. FILTER FABRIC SHALL BE MIRIFI - - I-� L vAN ACCESS BLF _
AND SHALL I ! I = I -I { 1= I I I 6« 4._O,» 6" 10� CREEPING RED
0
140 OR EQUIVALENT a . " 2490 ANNUAL RYE GRASS S
BE ADEQUATELY FASTENED TO\-TO4 " TYPICAL HA DICAPPED SIGN ®ETAIL *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER Z
THE FENCE MESH WITH CRIMP- o ANCHOR BOTTOM DIG
• CONTRACTION JOINT .(C.J.) 15
ING CONNECTORS. _ I IN 6 DO
WN & 6 OUT
NTS PLANTING. PURITY OF SEED SHALL BE A MIN. OF AND
� - GERMINATION SHALL BE A MIN. OF 85�. ,�•..'�
N BLDG.-STRUCTURE
� s O
3. STEEL POSTS SHALL BE 5'-©" -
® � ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE. COMPLETION M
IN HEIGHT AND BE OF THE SELF
„ 24" DtA.
„ OF GRADING.
. FASTENER
"T SECTION TYPE. 8
CONSULT CONSERVATION NGINEER OR SOIL CONSERVATION SERVICE FOR T
SIDEWALK JOINT DETAILS
o ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
Li
SIDE
VIE NTS
OF DENUDED AREAS. THE ABOVE .VEGETATION RATES ARE THOSE WHICH DO �
� WELL UNDER LOCAL CON � ITlONS, OTHER .SEEDING SCHEDULES MAY BE POSSIBLE.
STEEL
"T" POST
VARIES 10 MAX.
0
1 -6oft
W Iuu
Z 1 _ -
PLAN VIEW - 1,_0„ . 6„
` ( 1 1 /2"R J
N17
' , ; r 24" RING & COVER r
. CLASS- A N .
" BROUGHT TO GRADE BY a 1 1 /2 TYPE I-2 (NCDOT)
(� _¢ CONTRACTOR
U MIN. 1 0 GA. WIRE
Q Q W
2' MIN. -- { E , �' ON 6 X6 CENT. �'
3 R a BASE URS (NCDOT)
(�
(� d� j CO E PE »A" C
fi
� Q
f k Y k ► ° °
STEEL "T POS 4 I
a v c d r.
BUTLY
v v tL1 PRINCIPAL,
RUBBER ,� v MWS
TYPICAL GRASS SWALE
SEALANT a d ° v v PROJECT ARCHITECT, CS
x IN JOINT
1 I
DESIGNEII BY. DGS
. " k .1 4" ABC STONE IN2A1,✓N BY,
SILT F ENC k 4 DIA• �- / / / / C STONE SHALL NOTE: PAVEMENT SECTION MAY
/ /\ \\/\\/\\ \\ \\ \ \\ \\ \� \\ \\ \\ XTEND 6" BEYOND VARY DEPENDING UPON FIELD PROJECT
NU _
PVC TEE COMPACTED SUBGRADE / / /\/\/\�\/\/\/\/\/\/`�, „�. PROJECT NUMBER -- P0127
CURB & GUTTER CONDITIONS. CONTRACTOR SHALL
PLAN vlEw
®°°�� ca t��'0•.,
°•� r CURB SECTION COORDINATE w/OWNER & a
GEOTECHNICAL ENGINEER TO .• DETAILS &NOTES
NTS DETERMINE ACTUAL PAVEMENT
FRONT VIEW
•
CURB TYPE DEPENDS ON GRADES SHOWN SECTION. _ qE
k rt k Y k NOTE: ; / •
.w
ON GRADING PLAN. GRADES INDICATING
EROSION CONTROL
FALL AWAY FROM .CURB SHALL BE SPILL 1! 9fi6 �' R
SECTION vlEw PAVEMENT SECTION •• �
OFF ..TYPE CURB. GRADES INDICATING CURB �
T' CONCRETE, 4000 PSI AT 28 DAYS
NTS i •F4•¢ i i-w`'' �;•'
AROUND DROP INLET
_ �. ��:�� ACCEPTING FLOW SHALL BE FLOW LIFE TYPE. � p� ---• �p��.
REINFORCING= H-20 BRIDGE LOADING
ILi.IP
NTS
•siti*;ast
DATE:
NTS EQ003 ANDREW & KUSKE 3 N O V E M B E R 2003

PROVIDE BARREL EXTENSION SECTION AS REQUIRED
FOR PROPER VERTICAL ALIGNMENT LO
BURY LINE
COMP6" GATE VALVE & VALVE BOX "L' BACK
(SEE VALVE & VALVE BOX DETAIL) BACK FILL Li
U-
u
CL
STONE to
CONCRETE THRUST 10, 7 C.F. MIN.
COLLAR
THRUST RING -� � • • � 1
2'
CONCRETE
� BLOCKING
\\-3/4- THREADED GALVANIZED
STEEL TIE` RODS WITH EYE
BOLTS (4, TOTAL)
FIRE HYDRANT ASSEMBLY
NT$ END OF MNN LINE
CASTING
6" TEST PLUG 2" ASHPHALT
DEWEY BROS. NO. MH-VA-1 w/WING NI1T
----4" BASE
..
BRICK
CONCRETE
• • • • • •
EXTRA HEAVY
SOIL PIPE
EXTRA HEAVY CAST IRON
COMBINATION FITTING
SEWER MAIN
w/6" BRANCH
SIZE VARIES
CAST IRONPLUG
w/RUBBER GASKET
TRANSITION FROM CAST IRON TO
SEWER PIPE w/"FERNCO DONUT
ADAPTER
CLEAN -OUT DETAIL
24' SQUARE CONC. PAD g" CONCRETE COLLAR
ASPHALT
4000 PSI CONCRETE
DEWEY BROS. WITHIN PAVEMENT TO
OR GRASS
MH—VA-4 FINISHED ASPHALT GRADE.
CASTING OR
EQUAL.
STONE BASE
SANITARY SEOER
CLEANOUT
S.S.C.O. - BOX DETAIL
NTS
COPPER ER METEF
MUE�E M-14
FORD VH-72—'
APPROVED EQL
1 " CTS SERVICE LINE —
SDR 200 PSI FROM TAP
04
•
���p``rr'°-9a -°r�-°•��'r°- °.qs _On _®iP ° 9a°-Psi -ia4 _
3" MIN. COMPACTED STONE
ASPHALT FLUME
I
I
i
•. ..w.nr wwww I lfl TA 0C ►A6LS1/Cf1
TYPICAL WATER METER' DETAIL
3/4" REINFORCING BAR
IMBEDDED 18w INTO SUBGRADE.
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DOCUMENTS
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APROJECT ARCHITECTIL DCS
AA DESIGNED BYI DCS
DRAWN BY,
CHECKED BYI
PROJECT NLMIBE b P0127
�y 'h DETAILS & NOTES
t 9f €,
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DATE:
O3 DREW & KUSKE 3 NOVE BER 2003