20030682 Ver 1_MAPS_20030606

PER OU'LE' PWIECT04 S(HFt
T;,
T 6RAD TION
PIPE PER DRAINAGE PLAN rT ION E,
is
eL
0-
01-1—LET PRCTE'�---ION D�TAIL
NC SCALE
EXISTING ROAD
ONS `R u C: TI ON
ENTRANCE
PROFILE
(SEE NOTE) I
PLAN VIEW
C42natruct[an Specifications
1. Stone she - Use MSHA site No. 2 (2-1/2" to 1") or AASH10
designation M43. size No- 2 ( 2-1/2' to 1-1/2'). Use
crushed store.
2. Length - As effective, but not loss than 50 foot.
3. Thickness - Not less than Six (6) inches.
4, Width - Not less than full width of all points of
ngresili or egress- minimum of 12'
5 Washing - When necessary, wheels shall be cleared to
remove sediment prior to entrance onto public ight-Of-
*oy. When washing is required, it shall be done on an
iroo stabilized with crushed stone which drains into an
approved sediment trap or sediment bosin. Al sediment
sholl be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods
E. M a intanonce - Ilia entrance shall be maintained in a
condition which Will prevent tracking or INOWIng of
sedimen-, onto public rights-of-way, -his may rel
periodic top dressing with additional store as roholtio,is
demand and repair and/or cleorout of any measures used
trap sediment All sediment, spilled, dropped washed 01
trOCKod onto Dubiic rights -of -way mist be removed
immediately.
QUjLE' PROTECTIZ
SIZED
'. ;SING N`TDJ' SS;IATOR
CHARTS
25T AREA
NUTLET AaP -N
APRON
WERE SC 'ATED
VEL -EN, I"
WIDTH STONE
ejU
jW (- t ntj
C`-?&u L)T-E
A
4.6 6
5 A
I B
18.0 2C
8 1
C
14.0
33.1 )p'
KEVIN PADGF--
D.8.1642, P.1023
It
MIN
A
- ----- MAX
Fi; Tr :4E?,Rc
u
6" BELOW SETTLED T,-P,
DESIGN SETTLED
TOP OVERFILL 6'
\,-'91 MIN FOR SETTLEMENT
NOW OR FORMERLY
LOTS R SMITH
2 • SiDE 7
SLOPE MAX
EMERGENC, 81-PASS
-,lOE SLOPE 6" BELOA SE LED TOP
OF ')AM
NATURAL. GPCJN[
Tr f C is V E
SCA,E
-)A I
EI
sisar A
LMIjRARv SEDIMENT TRAPS
--117P SEE-DING SPECIFICATION
LS.9LNLASLA
25T AREA
BLy,-5-ILOR—A4L
SIZE (_AAA f
WERE SC 'ATED
2 5C
0 33
594
33p" x3
0 25
C 2s
450
2-111,11
3 OC
0 22
396
33.1 )p'
4
0.22
0 22
396
33,10x3 1
11
3.75
0 61
1098
35x2Ox4
64*
0.22
0 22
396
3303x1
52*
01`
0 11
98
*-,, '
12-
0 79
079
14,12
45x20*4 i
9
024
432
24,15x3
ALL PIPE BENEATH CA ,J-` PAk,
NG APEV
a
•,E AL_ OTHER
'F ;E TA T1VE STABILIZATION
--117P SEE-DING SPECIFICATION
'-7- T- I 3)" (4 NIDT)-)
')P
1 CL ff S'Uhit.
WERE SC 'ATED
1-0 TO in/hr
i KEG T
s"It
r.
TN.
125 9.0 in/hr
OR -ORVERI
P SMITH
EIS
N= 50'4.3413
joEs--r� jARMAN & E= 5181 622'
:-<- jARMAN &
ESLE) H"" JAR1,AAN & WIFE,
Au i R, jARVAN
c) 830
4
r-- --- -
STORM DRAINAGE DATA
USING RATIONAL FORMULA WHERE:
- At,4i� I D;R "ILL
C = 0.30
1-0 TO in/hr
ANN DUFF &
D
125 9.0 in/hr
AREA (AC)
Q
DIA
GRADE
ENGTH
holy Qy QU TOTA
O
A 0.16 0.16 0.32
0.62
18
C SC
64*
6 4.38 13.7 18.1
43.4
30
4 50
52*
C 2.88 087 375
900
24
12-
NC;-L,0NG FLARF^ FND SEC'
)NI(S)
ALL PIPE BENEATH CA ,J-` PAk,
NG APEV
a
•,E AL_ OTHER
MAY BE RCP CMP OR 2 *A
*A--'
')is
"c
yB 4 9, 44
M L - & JJ
- At,4i� I D;R "ILL
4, 1m) ' 4
ANN DUFF &
D
3:T'68, PG.577
-E I S. WILLIAMS JR. & ✓4IFE-
WILMA WILLIAMS
D.E3.644, PG-509
LJORAY10117 RESISTAK7 (111LACK) Mlle
FAMPIC OP EOLOVALENT SMXNED TC WAT
TN FTAI aps OR Ow .1 P* or'
12 WU 4`X4' CA 2*x4' VNIM ORE r1OOKW ONTO 7aNT17
NeEFOWW CHANNELS ON META. POSTS. OR FASTENED
TO WAR OR WOM POSTS WTM NO 8 STAPtF5 -7
i*AA1A1J1A KDA1110141 STORAQE LLIV- MUNOA
WOANT WNM TWS 11M IS REACIAM
OR AS MKCM BY CONSIRVA" WSKCTOO
NATkP1AL SAW
CARRY A"FOOMAT111y 12" OF FABRIC INTO TM CK
Ol rTN sl AND TAWP Mpa1LL
am .10 •og$D.,
WVA,. COM OR 4-X&- MEATO Waco POM AT 9
0" CDM WAIRM CVW AND 11000 POSTS 9401"
K Jr DID
T
, 'N Cl:- E DETAH 14
NO SCALE P,
VICIN I T'f MAP - NOT -0 SC. 4:
LEGEND!
EIS = EXISTING IRON STAKE
S I S = SET IRON STAKE
ECM = EXIST CONC MONUMENT
SPK = SPIKE
PP = POWER PO, .E
. V = WATER ✓AL',E
H/C = HANDI --AF
L/A = LANDSCAPE AREA
C/L = CENTERLINE
I NV = INVERT
CLEAN-Dt,'
*AfR MUER
P'RF -YDRAN'
MAN 'ItE
BC = B�A'x �"I` —jRB
, 1w, LINE ' ,;FRB
L , ; L, X
B NT'TON 9`Y
CAT-1' -1' BAS:N
Y B,L = MINIM11jM BUILDING LINE
2& -E = DRAINAGE & L- T y '-ASEME-NT
'D = TELEPHONE BUY
S,_ = FWIST,N-: ',E-1 Jr,"
, jk-Y
P- P' Ol'
E/P EDGE L�- PA EMFN' SE TII)N I
SF
46.1 EX IS' S 07 F. - I :.,'N
PROP ]' L�
_ E '
SF SI VENU
A& = --HE' -K PANI
DISTURBANCE -IMITS
RIP PAP APRON
DENUDED AREA - 3.4 AC
ANFR/SUBDIVIDER:
FRSIFIED INVESTORS, INC
P -j BOW 1685
4'
910- 346 -- 9 800
DRA NA(,E & GRADING P_»N,
PREPARED FOR
WILLOW
STUMP SOUND T'-)'fiNS"-4IP, ONSL,OW C-Ot A 71, NV
PREPARED Bf
JOHN L. PIERCE & ASSOCIATES, ' - P. A.
409 JOHN SON BLVD JA�'-►<c;ON 4
9'� 346 -
-ALL. 4
# E NAVE P,4 S' E
GRAPHIC �CALF:
IN FEET
I inch = 100 ft SHEET 2 OF 6
Oij
Q-
7T
O
/,
VICIN I T'f MAP - NOT -0 SC. 4:
LEGEND!
EIS = EXISTING IRON STAKE
S I S = SET IRON STAKE
ECM = EXIST CONC MONUMENT
SPK = SPIKE
PP = POWER PO, .E
. V = WATER ✓AL',E
H/C = HANDI --AF
L/A = LANDSCAPE AREA
C/L = CENTERLINE
I NV = INVERT
CLEAN-Dt,'
*AfR MUER
P'RF -YDRAN'
MAN 'ItE
BC = B�A'x �"I` —jRB
, 1w, LINE ' ,;FRB
L , ; L, X
B NT'TON 9`Y
CAT-1' -1' BAS:N
Y B,L = MINIM11jM BUILDING LINE
2& -E = DRAINAGE & L- T y '-ASEME-NT
'D = TELEPHONE BUY
S,_ = FWIST,N-: ',E-1 Jr,"
, jk-Y
P- P' Ol'
E/P EDGE L�- PA EMFN' SE TII)N I
SF
46.1 EX IS' S 07 F. - I :.,'N
PROP ]' L�
_ E '
SF SI VENU
A& = --HE' -K PANI
DISTURBANCE -IMITS
RIP PAP APRON
DENUDED AREA - 3.4 AC
ANFR/SUBDIVIDER:
FRSIFIED INVESTORS, INC
P -j BOW 1685
4'
910- 346 -- 9 800
DRA NA(,E & GRADING P_»N,
PREPARED FOR
WILLOW
STUMP SOUND T'-)'fiNS"-4IP, ONSL,OW C-Ot A 71, NV
PREPARED Bf
JOHN L. PIERCE & ASSOCIATES, ' - P. A.
409 JOHN SON BLVD JA�'-►<c;ON 4
9'� 346 -
-ALL. 4
# E NAVE P,4 S' E
GRAPHIC �CALF:
IN FEET
I inch = 100 ft SHEET 2 OF 6
Oij