HomeMy WebLinkAboutZ-8418 Mapc
VICINITY A
Q a
I Or
oao
005��01 6
Ww
NO
dK
&oa
ONNOUN
al
zD• to• o zo' THIS Asspinr a.
p0 ® PROJECT
Z�Ao0�0 �`41 BAR SCALE: atRFtINE Ra1D
.r,� �
o�n �Ig40 P°)P Oo'O?�"° $
`n a (Z'O�ONNv
T 100.70 T 100.20 N 88'18'26" W 289.73'
_ gn
W_L
aD c 5 UTILITY EASEMENT z
gQ P o LOT 1� U� / - - 99 < S IL LOSS E UATION
u J Q 35409 SD. FT. E> 24" CURB CUT PROPOSED 15' ASPHALT DRIVE _ _- _ - p ( 33 TO
w '99.90 1N an tuft INLET a A = 300 x 0017 z 0X.748 x O.40Px 0.6
w 0.813 ACRES 1 w
F / q G 99.40 S 88.1$ 6" E 184.71'
N _C93)_ zz I // I 3 A = 3.03 TONS/ACRE < 5 (OK)
SILT FENCE HANDICAP RAMP I y m eH
� z
/i mM Rn W F T W
a n� =3; I 7
WD O
Q.. / IN I an
OR
I 3
I
`
EXISTING i
o l CONTOUR
m I z
I
I ap
I (�
LOT 2
m
POQG,\c��/O N 68'59'23" 40047 SO. FT.
Q J 4ry ®I 0,919 ACRES F 3 QVi Mp
_. tR�yQ000 ry, o C171 OUTSIDE STORAGE :.
P1;; °jC�O
� I n�
\(s EXISTING m
0 �-LI CONTOUR (1 w W in #
ADE IF o fAAYYY GRIAID �! G
.-AK Ei Am I
BUILDING
/ F.F.E 161.50 1
6� SUBGRADE 101.00
a P
an
i�
OJT O00 �� 100.' o O a„
0
. 4 =S10 __ 'T ""v f�. A 4. o a aV I 3
=- MT>Y Old O
K d
I OO p OO `Op Z G u 3
a 5-9x20 TYPICAQL PARKING SPACES X P a AGg a
i j IIx y I c a 1-9x20 HANDICA PARKING SPACE uo n 60.4 .
I IN. a C K a e F(' e ° a 3 3
m in V o OUT PROPOSED 20' ASPHALT DRIVE o
w 1 In
0 �� G 100.60 a d HANDICAP RAMPS°
a o 0.60% CURB CUT I- x
Fn Z j O T 101.50 w/ 2 x2 COltJJC. A STRAW BALES
ao a G 101.00 GUTTER ELEi+ 700.40 �,= I EX. CATCH BASIN
EX. CATCH BASIN M a Cy �' ^ 17 E 3 IN 96.22 -
,- n P 3P Ba RI 99.7 W 18"
RIM 99.24 tea. l `°R E 1 y. ___ _ _ \ ./ NI INM9%422(E-1 ON)
IN 96.29 M 99.2) _ "Y�1P'.. CItP� SILT FENCE _S __- _-_ _ _ _ _._ �. , - J OUT 96.
...�__."9ue=_�Be.�B APPARENT EXISTING RLW 140 95 t__ -- - -' _ " 31 t -t
45'
oui 9s.7a (s-ta") - S 88 5 23' E - - - - - ( )
I I 2 s e"
p, _ 265.48 _
_ 9
s
GRATE INLET A- w-- w w-,W- w , 0 w 'A vJ Ia- w - w w w w - w w - w-- w- w- W-F-.- w w� w-
RIM 95.31 /
OUT 96.71 (5-12" JJ O
E HANDICAP NAMPS )
MATCH EXISTING
GUTTER ELEVATION
' «-t,78- TO I EX. CATCH BASIN 1
/ CURB INLET RIM 99.86 Erp
OEND t 6ASELINE ROAD OUT 97.16 (E-18")Point>GumenEX. CATCH BASINll®. CepRIM 99.19 '?N 93.59 (N-1B") G"JP�'>YO �L\\
Iry 92.9s (E-ia") 0 ) Q O� OQ O° CONSTRUCTION NOTES
OUT 91.69 (W-1E") P�4`'` `1' QQ- P tit
RFPNfl. REPV.CE OR EXTEND EXISTING DAMAGED a YISAN6 CURB AND GUTTER. WDEWI
RAMPS
OR CORCREEE ORIVEMAT APRONS MTMN To PUBLIC R. - enWAY .N ", N.. ME
fIUER FENCE
WHAT IS iN15
A SILT FENCE ALSO CALLED A 'FILTER ICMC- IS A TEMPORARY MEASURE FOR SEOIMENtAUON CONTROL
IF Hill CONSISTB OF POWS WRN TITER FABRIC SINVCHED ACROSS TILE PANT AMU SOMETIMES
WITH A WIRE SUPPORT FENCE. THE LOWER EDGE OF THE FENCE IS MI TRENCHFO MD COVERED
M MCNFILL A SILT FENCE IS USED IN SMALL OUI.GE ARCS TO DETAIN MDIMMY. THESE FENCES
ME NOBI EfFEL M .. MIRE . WEg4 D FNOW (RUMOR THAT FLOWS OWN YM SURFACE OF
WE GROUND AS A Mr. rate LATER) OR IX MINORS UES OR DOUNMEWAYS. MIY PRCYEM
eWACMN FROM ERRPoI RECEIVING WATEgS. ALT FCHCES ARE AISO USED TO CATCH MNO BLOW SAND
MD TO C M AN ANCHOR FOR SAND DUNE CREATION. ASIDE i WE WARRONAL WOODEN FOR
AND FILTER METHOD, TIRE ME SEVERML VARIATIONS M ALT FENCE INSiAIIAnON INCLUDING SILT
FENCE WHICH CAN BE PURCHMED WITH PICKETS WITH FOCREIS PMSEWN MD ACCEPT USE OF PEEL
MCC POBIS,
SHAKE
F%FENp GABRIC MD WIRE INTO
EXE iRENCM !. % 'X000
FpORIC \
��GT�(' 5rAKE
FILTER �h1 ��
E
f T
WNEq ANO WIERF TO UBE Ir AS SHOWN Off: i
A SILT FENCE SHOULD BE INSTALLED PRIOR TO YAJM SOIL OI..IlNCE IN ME DRAIr AAEA. SUCH
A 3@UCNRE 6 ONLY MPRaeAr FOR DAMWAST ARAB OF 1 AMC OR UFSS OWN VEL➢C1116 OG
03CFS OR LESS (WAYHIMM STAEE. INC). ME FENCE 5NOUM RE PLACED ACROSS TIME Von al W A
AME OR MINOR MA MAY ALONG A TINE OF UNIFORM ELEVATION (PERPEMMUTAR i0 TINE
DIRECIKM OF FLOWA ITCH BF USED AT THE OUIER BOUNDARY OF WEWORN MFA. HOWE)ER, WE
FENCE DOES NO MPVE i0 SIIRWANO 1M WORK AR COMPLETELY. IN ADO, A SILT FENCE IS
EFFECTIVE WHERE SHEET AND HILL MMON NRY BE A PROBLEM. IIIFENCES SHOULD are BE
CONSlR10.'EO IN STREAMS OR SWAIES.
BTAW SAL£ BMRIFR
WHAT IS THIS
STRAW BOLE$ CAN BE UEFD M A TEMPoMRY SECMEM GAMIER. IN" ME PLACED END TO END IN A
$H1LLOW F%C4VgiED M.C. (WON M NO DAPS BETWEEN) AND STAKED INTO MUCED. OF MMRLY
INSFAI THEY CM ORAIX $WIMEM MD REDUCE FIDW WISDOM FROM WI DR.UNME AREAS. A
STRAW YLF BARRIER PSI SEDIMENT FROM LEAVING THE SITE EY MANOR THE $EDNIEM IN THE
MMIER WHITE ALLOWING THE RUMOR TO PASS IHRWOMH. IT CAN BE USED i0 EECREASE WE VELOa1T
OF y6ETRGYI OR CHANNEL GLOWS OF LGW TO WpE R LEVELS
STAKED t ENTRENCHED
STRAW SALE
BINDING N1M
OR MINE COMPACTED SOIL i0
IIII PREVEM PIPING
Il ' SEOIMI UDEN
FALTERED RUNOPPIi li i A RUNOFF
CROSS SECTION OF A
PROPERLY INSTALLED
STRAW BALE BARRIER
WHEN MD WIRE TO USE IF AS SHOWN BY ..unu",uu"
A STRAW III BARRIER SHOULD BE INSTALLED FIRM TO MAJOR SOIL OAURBMCE M INC DMIRME
MU. FIAT TYPE Or BOSOM IS PLACED FERMNIaCUW TO TEE FLOW ACROSS ME Banal OF A
SIDPE M MINOR DRAIXAOEWAY WHOSE THERE IS "M FLOW. R CAN BE USED AT WE PERIMUU OF
M a. ARIA. AAU N IS ... re. RAVE TO SORpOVNO R CDMPIEMELY O DAN ALSO BE VEIN
STRAW SAE UEEO IN CONUMTION WHIN OTNM [ROSpN MD 5[OIMEM COMROL MACTICES A
STRAW F SALE BARKER MY S USED WXEPF AN 211.. OF ADPE BEHIND THE MRRIER IS t[85 MM
100 iFR AND WHERE THE SLOPE 6 LF$S TARN ]:1.
wxgr ro coxADEa
ME 5=0 OF A STRAW MU BMWER DEPEND$ ON FROM INSTALLATION. ME WES MUST BE
MARY MM® aiD ME EMRENCXYFM MD TXC FMREKKNMENT MILS! BE PflOPERLY BACKILEO. TO
FUNCIION EFFECTNRY, THE BAIL$ MUST M PLACED EHO TO ENO M0 MEAL CAN BE NO OAFS
RTMEN ME SUMPS.
1. The W4 mull be pPsba as Talrea by the XPOW PNI 10 Include He NPDES N01In Of
Will.. III III and Mb plan.
2 M BKOH-ter NaSulbn MW.A INN— must Me Mspeated wary T BOY.
a. A ant. ae. 1. Mul ed fa M. met.11I someshen an Ib. N the p.., Inalael.. 1/2•
sa
anon f r mmn wi at. o 2a hr.P.Hae an mspONon W an c"nlnl m .anew mMl bm
aaaomplaa ed MITHO IOI.Iy
A. AN, Malty will be belmba nl all Ma- Imtlft t0 rad.- all and ..Imam .mMna the
remard, 0..
5 Mainalad toaadequWlMy flherrslN and EebrE Inner war AM the sit. at beq,aaawn. aarabal. AN Iby M"nn water ry aff.
PUMP END
sEcuox
IRA/SS ATE py
STORM 5[WER PIPE
EO AR AN�SA5
curt IxLn 1/ W W W
Q REGISTERED
STORM SEWER SYMBOLS PROFESSIONAL
\ ENGINEER
� xWW
SILT FENCE �_� No. 1975
.....,..,wn,n. w_AMTA�Ty�d
STRAW BALES
HOPE 322 North Market Street
Berton, Arkansas
!02�(501) 3154786 -
ENOINEERS Fax:(501)315-0700 _
ROBERT ELLiSON
>, DRAINAGE & EROSION CONTRC
ELLISON COMMERCIAL BUILDING
AND SMALL rMWRY TO CITY TOEWAIJ( MO RMP DETAILS. I DATE: 01/20/04
2. ME MAXIMUM CROSS SLOPE OR SIMWAIJ( CRWSMS IS 1:50 MER A 3-FOOT PATHWAY. ALL
DRIVEWAY APRONS MMIN ME PUMC MGM -OF -WAY SHALL BE A SHOWN EIGHT (a) INCHES
MIGX OF SOOT PA CONCRETE. REVISED:
S. PARTING LOT bMWWOH MAY NOT EXCEED 9 INCHES IN CUM MD MUST BE LCCATEO tO fEE!
BY:
P=20•
2 OF