20040867 Ver 1_Site Plan_20040526

~vurr un runm~nLY NOW 0 FORMERL JOHN WILSON BROW rn runmrrnLr I I ~ - ('j
CONCRETE pMENSNMIS LARRY JE KIN ~ O RESSIE MAE BROWP tILSON BROWN ~ ~U II
MALL DDT IN Mrr. DB: 36 7 G 79 ~ DB 2749 PG 355 THK. DN OIA. A 8 C E F G W K M TAX #21 -091-18 y MAE BROWN 749 PG 355 I
2 I/4 i9 , 2 15' 271/! ZO' N 8' 7 i 2" 8` , 10' x TAX #219-091 -03 1 1 2 23 18 31 20' 24 8 g' 4' 4` 8 1 12` '219-091-03
3" 30' 24' 38' 20' 30 8' 12' 4' 4' 8• 21 IS' 1 J 1 2 37' 30' 45 20 14 12 IS 8 8 8 31 18' O I
4 44 3fi 5Y 32' N 12 18" B B° B' 31 22' 4 1 2 51 42 59 32 12 21 8 B B 34 28' 658 I - - I I
5 59 48 68 48 2, g° 8 B ?9 ~ - - - 5 1 2 85` S4' 73' 32' 54 tt 27 6 8' 8 38 33` u. 6 17 SD.E I I ' - _ _ _ I I
8' 72' 80' 80 38 88 12 30 8 12 12 48 36 F f°, 612 79 68 8 3 12 B 112 140 b 1} ,a~ sow - _ _
T 88" 72` 94' 3fi' 78 12 36` B' 12 12 56 43' ~ Po g54 ~y I I. I I i
FRONT VIEW ~ I ~ I I~ I ( I I~
RENFORCING NI 652 ~ P 'c' 8N7 b' BAR i+ I - I I I I I
No LDT. No LOT. - - - 1S` 4 2'-0` 4 ,'-11` G E I 650 r _ ~ ~ I
18' 4 2'-3' 4 2'-2' I } I u a I + I N} I + I N + 0+00 + A I + I } 01 24' 4 2'-8' 42'-8° o I ~ w a ~ a w r. i
30' 4 3'-3' 4 y_y 9 ° o 38' 4 3'-8' 43'-8' I u ~ I
42' 4 4'-3° 4 4'-2' N ,8' 4 4'-9` 4 4'-8' rv hry ~%i i~ I u 0 ~ '°'.r w ~I II
54' 4 5'-3' 4 S'-2' _ 80' 4 5'-9' 4 5'-8' a ~ , t^ ~ ~ I
I ~ ~ ~ 4 8'-3' 4 fi'-2' ~ 72° 4 8'-9' 4 8'-8' ~ I G I ~ I I 6 ~ ~ r I
~ 1 I ~ ryp I
~ / I ~ ---,g 6 I
_ i4P~lE'N ~ ~ I °X ~ I I
~4 BAR 12' O.C. "O' BARS AT 12' DN cEN1EN F~ --4-==== •C' SIRS AT 12' ON CENTER ~ ~ II
SID VI ~~0 7•Qe, I I
`>Et° B~ ~ I
CONCRETE WINGWALL `°~'m~ WNR TYPICAL ~ ~ I I
NOT FOR CONSTRUCTION WITH SPLASH PAD t I I
20.17A X65 ~0 < 1 ~ i I
f ss4 I I ~
ORANGE PROTECTIVI I NOW OR FORMERLY I ORANGE PROTECTIVE ~T4@.. iii,,,,, ...rrrr. I
~ FENCING Culvert Nininun ExR Baffle Internal Bnffk c Dloneter Arount Height Baffle Heipth DFfset FENaNC RAYMOND L. KLINE I I I DB 11952 PG 739
Buried (Entire (Width Is ~ Distnnce°~`"~ m e m Wklth) Dkneter) (Along Plpe> ~ ~ e+ I TAX #219-082-22
f= 48 12" 12" 14° 8` TO 12" w n ro u I I
42" 8.4° 8.4" 9.5" T TO 1D.5 a e~ I l
36` 7.2" 7.2" 8.5" 6' TO 9' n _ ' r I / ~ I ssg
30" 5" 5" 6' 6' TO 9' 24" 4.6° 4.8" 5.5" 6' TO 9' N ' M n
64 u, 18` 3.6" 3.6" 4.5" 6' TO 9' o I` I I I / /
Iw ? 15° 3" 3" 4" 6' TO 9' +n CHANNEL
12" 2.4" 2.4" 3" 6' TO 9' + m a I Ilo ~ ~ o I } a r I ~ ssz I I ~
~ Q + m W N ~ ~ I ~ +
\ / N o I + I o + l + l mB 00 v COU i n / 664 ~ /
1 I p I } I + m f p a o, I~M
1 / ~ I v ~ rn m W a}~ I ~ Y~ a w I I ° ~ ~ ° o m I 686+ ~ ! m + ~ m o
PIPE OIAMETER PIPE DIAMETER ~ N ° I~ p ~ O / O
BAFFI£ ACROSS ENBRE PIPE TD / 682 ACHIEVE PPoOR ELEVATION _ _ 1 ~ 8 ~ ° I / _ \ III
BAFFLE IMDTH PRIOR CH EL 81D1H= 1 ~ BED ELEVA ~ 1+
BAFFLE HEN91T BArTl.E 684 e• I I ' ~f r~ / + 9+ I ~
INTERNAL BAFFLE -SEE TAELE FOR NEIGH AND OFFSETS ALONG PIPE LENGTH.
EXIT BAFFLE DETAIL WNR TYPICAL AL7EFFNATE BAFFLES EA. 90E OF PIPE - Q I o / 8J0 I I
INTERNAL BAFFLE DETAIL NOT FOR CONSTRUCTION ( _ ~ I b o _ I I
AQUATIC LIFE PASSAGE PIPE BAFFLE DETAILS z ,,C ANGE PR TECIIVE I I / y s78 s>s FENCI G I /
NOT TO SCALE u~W ~ + lI BIL Rp D ~ W III ~
664 2+ ~ o+o ~ I I ~ s~ 'ti
V N V r o N G~O ~ 0 ~ I O P V W W I b s ~ see
N I m [1 ~ l m m m q W 624 I NOW OR FORMERLY
? N O ml A 69fi ro ~ + # I N + O ~ I I WALTER C. COMER III O ~ ' e~2 V DP 7454 PG 960 /
3 ee4 I I TAX #219-262-O1 / ~
8J I ~ ~ ~ sss ssz I
F+ e~ y I / 666 A~
7 69 67 NOW OR FORMERLY b O _ rl /
PASS-A-GRILLE REALTY 69D 67 7 664 ~ r I /
DB 2710 PG 33 ~ 87 662 B~ . I ~ I o x ~ I ~
TAX #219-091-02 - 70 see ~ s7o ~ Ir I /NOW OR FORMERLY ~
z+ s - ~ e I / JAMES P. DEMARE &
86 ~ ~ ,s2 - ~ I I 1 ~ ANTIONETTE M. DEMARE
h + ssz Ir DB 10020 PG 728 5* s ~ @ ~ I TAX 219-261-02
O g80 ss ` 1 5+ ~y 78 ~ ~ ~ - - ~
\ 676 664 } y @ / o. 65 + ~ I
9 6)4 - b ~ / _
(1~' + 66 x^o~1 ~ I r l i 5 ~ ~ _ ~
62 I ~ /
fi7 ~ ~6 a k k ~ NOW OR FORMERLY ~ \ ~
/ NANCY HAMILTON ARCHIE ~ ~ ~ ~
\ ~ } l l DB 3436 PG 203 ~ ~
8 6`'18 ~ -261-01 ` ~ / TAX #219 ~ ~ ~
} rD k 78 2 r/
6k9Z0~ ~ ~ + ANGE PR CTI ll 1 ANGE PR CTI
w~ FENCING FENCING G~ ~ / i LEGEND ~ r ~
o a ~J $ ~
k N 6~ 1 I ORANGE FENCING S~ I ~ / /
1 60 /
OA~~ ~ ~ ~ GE $ / 20' SWIM STREAM SIDE
~~1~ / ~
~°E 1 m 5~' o' 6 A + o z0~pe 9a s~ ~ ~ ~ r / l 15' SWIM UPLAND # ~
1 ,S ~ tl ~
t~" ~ ~ 6 / /
A d C~ r ~ 4~ ~ ~ ~yS I
oy~ g /
o~ / 5A / ~
j kl / r
1 ,o ` NOW OR FORMERLY
~ MARDRIE COLTHARP COOPER I ,l
HpApL1ON (OtEEN DR1~ ~ & MARTHA WHISNANT 1 ~ ~ /
~2 DB 3453 PG 247 I
TAX #219-101-07 A ~
ti~ 1 Ro /
1 i GA P I p L~ r---__-~ -
1 _ ~ _
y SITE C° C ~~yl / o~'~ ~ NOW OR FORMERLY _ - - - - ~
o e ~ 4~P sec Goy ~b~~' ,~Q RUFUS G. PETTUS ~ eo~e o~'~ DB 293 PG 207 r ~ _
o~~ ~oik ~ G t ~o SC TAX X648 8 ~ r ,
1 ~ ~ .__----a
~A ; --__.----______-____.v_.____- I I
P~ / r ~ i ___.____.._.__-------__..-__.__,-__.___________-r l~
~~~~P ~ r-------__..-______._.._------- I ~ I I
~ r ~ ~
0~~' ~ n° ~~e I
G ~ ~ I ~ I
a° i
rc ! I 1 ! E i ~
W U ~ THIS DOCUMENT , ~
/ nnlnlnl n I I v Icci Irn
qq RoRO w i
y I AND SEALED BY I
/ I MARC ANTHONY HOULE THIS MEDIA SHALL NOT
NOW 0 I R FORMERLY YARB18OUGH-WIILLIIAMS & HOULE, INN. j BE CONSIDERED A
L.J. HENSON VICINITY MAP / Planning o Surveying 0 Engineering / CERTIFIED DOCUMENT.
NO SCALE DB 709-137 & 149 PLAT 42-74
SC TAX #648-11 / ~ i