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STORM DRAINAGE SCHEDU CURB INLET SCHEDULE LE
PIPE TYPE SIZE LENGTH INV. IN INV. OUT SLOPE i D.A.
A RCP 18" ~ ~ Q10 V10 36 202,70 201.00 4.72 0,90 ac. ~ 4,11 cfs 4. CI 1 15.5' RT, C _
B RCP 15" ~33' ~ I 28 fps ~ L STA. 20+95.96 L 2 203.50 202.80 2.12 ~ 0.19 ac. I 0.79 cfs - CL ELEV. = 206,41 C1#9 15.5 RT. CL STA. 17+88.98 L-2 ' C I RCP 18" X232' 204,20 202.80 ~ _ CL ELEV, = 20 CI#17 15.5 RT. CL STA, 1C
0.60% .0.58 ac. 2.92 cfs T.B.O. C. = 206.60 9.57 CL ELEV, = 23 D RCP 18" ~26' 204.50 204.30 0.77% ! 0.5 T.B.O.C. = 209.76 4.19 CL STA. 10+37.41 - L 8 ,,I#25 13~ LT. CL STA. 11+50 L-4 ~ I 34.19 !CL ELEV. = 225, CI#32 18' LT. CL.~TA. 18+54.88 L-1
4 ac. 2.71 cfs - INV. IN 15" & 18" RCP = - E RCP 15" X30' 205.30 204.60 202.80 T.B,O,C, - 234.38 x.38 93 CL ELEV. = 246. ~ I T.B.O.C. = 226.40 5.3
2,33% INV. OUT 18" RCP = ~ 10.49 ac. ! 2.46 - cfs 202.70 INV. OUT 15" _ INV. IN 15 RCP = 230,6( RCP 15 X27 206,00 205,40 2.22 RCP - 205.90 -P = 230.60 NV. IN 1 - (T.B.O.C. = 246.73 5 RCP - 222.15
0, 4 I _ 2 ac.I 1.13 cfs INV. OUT 15 RCP = 230.5 RCP = 230,50 INV. IN 15" RCP = 242.20 INV. OUT 15 RCP = 222.05 INV
G RCP ~ ~ CI 2 15.5 36 40 204.70 204.00 1,7 ~ I ~ LT. CL STA. 20+75.42 L-2 5 a I 5.21 ac. 14.47 cfs 6.34 f s I CL ELEV• = CI#10 15.5 RT. CL STA. 14+66.1 OUT 15" RCP = 242.10 I I
H I .RCP 18 X74' 205,20 204.80 0.54 i P ~ 206.62 i - 3 L-2 CI#18 15,5 LT. CL STA. 10 0.10 ac, 0.55 cfs - T.B.O. C, = 206.81 CL ELEV. - 224.42 ~ I RCP 15;; 104' 205.90 ~ 205.30 0.58 I, i T•B•0, = CL ELEV. = 234.19 CL STA. 10+37.41 L-8 CI#26 55.96' RT. -
J RCP 15 10.05 ac, 0.28 cfs - I C~ 224,61 T.B. - I 130' 214.50 204.80 7 _ IN O.C, - 234.38 ~4.1 CL STA. 12+39.54 L-4 CI 33 13' ~ 9 ~ T,L ELEV. = 225. # LT. CL . TA. 10+54,51 L-6 04
,46~ 10.34 ac. 1.74 cfs INV. OUT 15" RCP = 203. V. IN 15 RCP = 214.60 K .RCP 15" X114' 224.50 214,60 8.68% ! 50 INV. OUT 15' R = ~.38 LB.O.C. = 225. ICS ELEV. = 246.1G I 54 T. B. 0, C, = 24 I
I ~ 0.08 ac. 0.36 cfs - ~ CP 214,50 INV. OUT 15 R = L RCP 24 ~26' 205.00 204.80 0.77% CP 231.4( - ' ~~NV. IN 15" RCP = 222,85 6.34 ZCP - 231.40 INV. IN 15" RCP = I
I M RCP 4° o I 4.70 ac• 12.08 cfs - ~ CI#3 15.5' RT. CL STA. 18+ 2 N125 205.80 205,10 0.56 i 3.32 I _ ~ 60.47 L-2 CI#11 Cul-de-Sac C INV. OUT 15" RCP = 222.75 242.60 INV. OUT 15" RCP = 242.50
N RCP 18" ~g' ac. 8.81 cfs i CL ELEV. = 209.84 L STA. 11+04,98 L-7 CI#19 13' LT. CL STA• I ~ CL ELEV. = 231.28 10+~ ~ I 206.00 205.90 1.11 2.82 ac. 7,41 cfs - T.B.O. C. = 210.0 ;L STA, 10+ - 51.32 L 4 YI #1 I
0 RCP 15 X46' 206.40 206.1 ! ~ 3 T.B.O.C. = CL ELEV. = 226.92 0 0.65% i 0.66 oc. 1.76 cfs - INV, IN 18" RCP = 204• 231.78 T _ 6.92 ~ TOP ELEV. = CI#34 13' RT. CL STA. 10+54.51 L-6
I I 30 B.O.C. - 227.16 P i RCP 15" N270' 228,50 205,10 8,67 INV. 0 - I 0.39 ac. 1,51 cfs - I UT 18 RCP - 204.20 INV. IN 15" RCP 3 = 220. .16 240.00 CL ELEV. = 24 6.1 C I
Q RCP 15" X30' 230.50 228.6 ~ INV. OUT 15 RCP = 224. ~ ~ 0 6,33 0.34 a _ 50 c, 1.25 cfs INV. OUT 18 RCP = 220.3( (3) = 220.40 INV. IN 15" R = ~T.B.O.C. = 246,34 ~~I 'CP = 220.3 CP 228.50
R I RCP 15" ~21' 231.40 230.60 3,81 0.26 ac. 0.86 cfs - CI#4 15,5' IT. CL STA. 18+60.47 L-2 0 'NV. OUT 15" - RCP - 228.40 INV. OUT 15" RCP =
S RCP 18" X36' 220,30 219.00 3.61 ! CL ELEV. = 209.84 Cl#12 15,5 IT. CL STA. 16+00 L-2 3.26 ac. 9.54 cfs 6.64 fps CL ELEV. = 213.46 CI#20 15.5 RT, CL STA, 10~ 242.90 I CL STA. 10+29,73 L-2 ~ ,I
I T RCP 15" X81' 223.80 220,40 4,20 T.B,O.C• = 210,03 ~ CL ELEV. _ 0.21 ac, 0.97 cfs T.B.O. C, = 213.65 227'69 I~~#27 34.89' LT. Cl. STA. 13+35,13 L-6 CI 3 ~ 7.69 ELEV. _ # 5 3,.43' RT, C_ STA. 12-~-00,45 -
U RCP 15;; ~26' 223.00 220,40 10,00 ~ 1. INV. IN 15" RCP = 204.60 ~ T.B,O•C. = 227.88 59 ac. 5.55 cfs INV. OUT 18° R INV. IN 15 & 24 RCP = 205.10 V RCP 15 ~58' 225,00 223.10 3.28 ! 1.4 _ ~ CP = 204.50 I » ,88 T 238.38 I CL ELEV. = 23 F L 8 j I B.O.C. = 237.88 8.7., I
5 ac. 5,12 cfs INV• OUT 24 RCP = 205.00 W RCP 15;; ~31' 225.30 225,10 0,65 I 1. INV. OUT 15" RCP = 223.8( ~~NV. IN 15" RCP = T.B.O.C. = 238,67 234.10
23 ac. 4.08 cfs - X RCP 15 N54' 225.70 225.40 0.56 CI#5 15.5' LT. CL STA. 10+34.18 - CP = 223.80 NV. OUT 15" RCP = ' 234.00 INV. OUT 15' RCP = 232.0
I 0,25 _ L 3 Y RCP 15 i ac. ~ 0,90 cfs ~ CL ELEV. = Cl#13 15.5' RT. CL STA, 17+30 L-2 ~95' 222,05 220.40 1 I I 209.43 CI 21 13' RT. C 0 _ i
.74~ 1.08 ac.l 3.71 cfs I CL ELEV. = 210,18 # L STA, 10+6 Z RCP 15" 112' 222.75 2 - I ~ T.B.O. C. = 209.62 CL ELEV. _ 22.05 0,54 ~ 0.99 ac. 3,45 cfs i T.B,O,C. = 210.37 226.77 ,L STA. 10+66.53 L 4 ~'#28 13' LT. CL STA. - ~ 77 12+81.59 L 6 CI#36 15.5' RT. CL STA. 1 - ~
- ~ INV. IN 15" RCP = ~ AA RCP 15 X93' 228,40 222.85 5.92 I 205,40 INV. I - T.B.O.C. = 227.01 0.35 ac.l 1.53 cfs INV. OUT 15" RCP = 2 N 18" RCP - 205.90 IN " ELEV. = 243.14 5+75,35 L 01 jCL ELEV. = 218,70 I
~ BB RCP 15" X169' 234.0 ~ I - ~ 05.30 V. IN 15 RCP = 223.10 ~ 0 228,50 3.25% 0.34 ac.l 1.59 cfs - ~ INV. OUT 24" RCP = 205,80 B.O.C. = 243.38 IT I ' = 223.10 I B.O.C. = 218.89
CC RCP 15 INV. OUT 15" RCP = 223,00 X56' ~ 237.00 234.10 5,18% 0.07 ac. 0.33 cfs OP=2 INV. IN 18"RP= ~ 23.00 'NV. OUT 1 = C 214.60 I I 5 RCP 237.00 INV. OUT 24" -
I I CI#6 15.5 RT. CL STA. 10+39.91 L-3 DD RCP 15" I X128' 240,70 239.00 CI 14 15.5 ~ 1,33 0.34 ac. 1.76 cfs 3.53 f I CL ELEV. = 209.60 # LT. CL STA, 17+40 L-2 CI RCP - 214.50 j I
EE RCP ~ 15" ~ ~70' 241.20 240,80 Ps ~ CL ELEV. = 210.0 #22 18 LT. CL STA, 13+6 0.57 0.22 ac. 1.22 cfs - ~ ~ T.B.O. C. = 209.79 8 CL - L STA. 13+67.16 L-1 ~ ~ ~.~'#29 36.82 LT. CL STA. 12+10.25 L-5 CI
T.B,O.C. = 210.27 ELEV. - 232,34 FF RCP 15" 206' 241.80 239.00 11.36 I T.B.O - o ,C, - 0.56 ac. 2.08 cfs 4,44 fps ~ ~ I _ I INV, IN 15 RCP = 206.10 232.48 ..34 ~ C~~ ELEV. - 246. #37 15.5 LL CL STA. 15+75.35 L-3 I
GG RCP 15" X35' 242,10 241.90 0.57 NV. OUT 15" RCP - 206.00 INV. IN 15" - I 0.48 ac. 1.64 cfs I INV, OUT 18" RCP = 20 RCP - 225.10 48 T - 69 .CL ELEV. = 218.7 B.O.C. = 246.93 ~ 0 I = 225.10 'INV. IN 15" RCP = T,B.O.C. = 218.89 I
HH -RCP 15" X51' 4 ~ ~ 6.00 2 2.50 242,10 0.59 ~ I ~ INV. OUT 15 RCP = 225,00 ~P = 225.00 240,80 IINV. IN 18' & 15" ! = I ~ LNV. OUT 15" RCP = 240.70 ZCP 214.90 ~
it RCP 15" 0.21 ac. 0.76 cfs - I X21' 242.90 242.60 1.43 0.05 _ I CI#7 15.5' RT. CL STA. 16+ ac• 0.25 cfs ~ 00 L-2 ENV. OUT 18" RCP 214.8 0
JJ ~ RCP 15" ~ ~ CL ELEV. = 213.46 C~#15 15,5' LL CL STA. 17+88,98 L-2 160' 23200 231.00 0.63 ~ 0.35 ac. ~ 1 _ CI#23 18' RT, CL STA. 13+5'. 16 cfs 3.19 fps ~ T.B.O•C. = 21 CL ELEV. - 209.57 L STA. 13+59.10 L-1
KK RCP 24" X116' 21 I ~ 3.65 _ CL ELEV. = 231.74 4.50 212.80 1.47 I 4.05 ac. 11.17 cfs 5.92 f INV. IN 15' & 18" & 4" = I T.B.O,C. - 209.76 ~~#30 25' LT. CL STA. 12+79.23 L-5 I .74 I C #38 15.5' LT. CL STA. _ I, ~ ELEV. = 244.10 16+15.35 L 3 ~
ps 2 RCP 204.80 T•B.O.C, = 231.91 LL RCP 18" X26' 214.80 214.60 0.77 I _ I I 3.86 ac. 10.17 cfs NV. OUT 36 RCP = 204.70 INV. IN 15" RCP = 225.40 11 CL ELEV. = 219.16 ~'.B.O.C. = 244.60 I ~
I MM RCP 15° X36' 215.90 214.90 0.56 INV. OUT 24" RCP = 206,40 0.80 ac. 2,31 cfs INV. OUT 15" RCP = 225.30 = 225.40 i jT.B.O.C. = 219.35 I 1
NN RCP 18" ~8' 215.00 214.90 1,25% 2. 00 RCP 15" 81 ac. ~ 7.28 cfs - CI#8 15.5' RT. CL STA. 16+77.35 L-2 ,P = 225.30 ~~~ti~~V. OUT 15" RCP = I I 241,20 ~ INV. OUT 15' RCP 21 j
~6 215.20 215.10 1.67 0.35 ac. 1.0 ~ CL ELEV. = CI#16 15.5' LT. CL STA• 13+34.9 9 cfs - 210.73 C _ 2 L-2 CI#24 15.5' LT. CL STA. 10+i 5.10 CL STA. 10+68.27 L-1 31
T.B,O.C. = L ELEV. - 234.19 210.92 T,B, _ CL ELEV. = 228.81 # 18 RT. CL STA. 18+70.89 L-1 CI 39 81 IC_ ELEV. = 246.41 # 15.5 LT. CL STA. 15+62.84 L-3 I
INV, IN 15" RCP = 205.30 O,C. - 234.38 T.B.O. _ INV. IN 15" RCP = 22 C 229.00 INV• OUT 18" RCP = 205.20 8.60 CL ELEU. = 218.58 )0 T.B.O.C. = 246,55
1NV, OUT 15" RCP = 228.50 INV. tN 15" RCP = T.B.O.C. = 218.77 I
INV. OUT 15 RCP = 225,70 P = 225,70 241.90 INV. IN 15 RCP = I!~IV. OUT 15" RCP = 241.80 215.10 ~ I'
ENERGY DISSIPATOR SCHEDULE FOR RCP ~ PVC B10-RETENTION OUTLET PIPES INV. OUT 18" - I RCP 215,00 I
DISSIPATOR OUTLET V10 La W 050 STONE MIN. LINING APRON NUMBER PIPE (FPS) (FT.) (FT.) SIZE (IN.) THICK• (IN.) MATERIAL CI#40 15,5' LT. CL STA. 15+ ~ 52.67 L-3 CL ELEV. = 218.60
D1 P1 (3") 1.43 1.00 0.75 3 12 'CLASS 'A' STON T,B.O.C. = 218.79 i
D2 P2 (10") 5.60 3.50 2.50 3 ~ E
12 I CLASS 'A' STONE D3 P3 (8") 3.76 3.00 2.00 3 12 I CLASS 'A' ST IN V. OUT 18 RCP = 215.20 I
D4 P4 (3") 1.95 1.00 0.75 3 ONE 12 I CLASS 'A' STONE
D5 P5 (12") 3.90 4.00 3.00 3 12 CLASS 'A' STON I E I I
D6 A (18") 6.94 9.001 5.00 6 18 ~ CLASS 'B' ST I ONE
D7 G (36") 6.69 18.00 9.00 6 18 ~ CLASS 'B' D8 STONE,
~ I S (18") 18.24 9.001 5.00 ~ 6 18 CLASS 'B' STONE'. D9 DD (15"1 4.14 a ~ I '
' J. V'v .J I 12 CLASS ' 010 A' STONE FF 15" I , 4.44 4 ( 00 3.0 0 3 12 C I NOTE: CONSTRUCT LEVEL SPREADER ALONG CONTOUR WITH 0% SLCPL. PLACE ^vIATTING. LEVEL SPREADER I
011 JJ 15" 3.19 4 LASS A STONE ( ) .o0 3.00 3 12 ~ cLASS 'A' SCHEDULE FOR SURFA TO BE CONSTRUCTED AFTER SU~T BASINS ARE
STONE CE SANDFILTER AREAS - D12 KK (24") 6.93 B.OD 6.00 6 ~ 18 ~ CLASS ' ' 8 STONE SURFACE ELEV. REMOVED AND DITCH LINES ARE STABLE. I
~ THICKNESS USE SPECIFIED STONE FOR EROSION CONTROL SAND- OUTLET SURFACE SURFACE PONDING HEIGHT OF TOP TOP OF TOP CF DEPTH OF ..EVEL SPREADER TO BE OUTSIDE NEUSE RIVER I 'SUFFER AREA.
PLACE DISSIPATOR AS PER DETAIL SHOWN ON FILTER PIPE (RCP) ELEVATION AREA (SA) OF SOIL DEPTH d hmax. WATER CONCRETE pF BERM GR UNDERI .PTH OF UNDERDRAIN ~r~ NATURAL GROUND SLOPE 50' FROM
~ L pH BOX AVEL GRAVEL ~ EROSION CONTROL DETAIL SHEET WITH REQUIRED UNDERLINER BOX ELEVATION ENVELOP ENVELOP PIPE GAVEL SANDFILTER OLi~ET I NLET OUTLET I BANK OF STREAM (STREAM BUFFER) JVELOP PIPE (S) PIPE (PVC) ELEV. ,ELEU.
#1 201.00 ~ 201.00 275 F PIPE A S • 2.40 FT. 10 IN• 1 1N. 3.23 FT. 12" x 12" 201. I
83 201.92 198.60 6 IN. (1) 4" > IN. (1) 4" CPP 40 LF~ 3" PVC l~ OJ5~ 198.10 1197.80
I #2 204.00 ~ 204.00 1 772.41 PIPE G SF• 3.00 FT. 9 IN. 2 IN. 3.75 FT. 78" x 78" 204.75 2049 p FIBERGLASS MATTIN
2 201.00 6 I N (2) 4" #3 219.00 ~ i IN. (2) 4" CPP 30 L.F. 10" PVC ~ 1,67% 200.50 X200.00 <y~~ 0.5' <1 ~ F ~ 09
PIPES 219.00 1,108.89 SF. 2.50 FT. 9 I N. 2 IN. 3.25 FT. 42" x 42" 219.75 219.92 216.50 8 IN. ~ MIN,
(1) 6 #4 239.00 ~ ~ 239. i IN. (1) 6" CPP 32 L.F. 8" PVC 0 ~ 0 72% 215.83 215,60 I BURIED
PIPE DD&FF ~ 00 306.25 SF. 2.00 FT. 9 IN. 1 IN. 2.75 FT. 12" x 12" j 6' MIN. s" MIN.
239.75 239.83 237.00 6 IN. (1) 4 j IN. (1) 4" CPP 92 L.F. 3" PVC ©0.54% 236.50 ~ 236,00
#5 212.83 0 PIPE KK ~ 212.83 1,029.16 SF. 2.00 FT• 12 IN. 2 IN. 3.00 FT. 114" x 60" 213.83 214.00 210.83 6 IN. (2) 4" i
i VAR IN. (2) 4" CPP 12 L.F. 12" PVC ~ 2J5~ p IES VARIES 1210.33 210.00 I L ~
~w TYPICAL SECTION OF LEVEL SPREADER
PERMANENT GRASS SWALE 'A' ~Q ~ o~
19.80' LENGTH ~10o i. r. I ~ a I ~ DUI
15.54' D.a. = o.so Ac. I ~ Na ~ o ~
~ Q10 = 0.61 x 7.22 in/hr x 0,90 ac 3.1 3:1 010 = 3.96 cfs ~ TOP OF SURFACE SA III ' NAruRA~ GROUND
vt0 = 0.94 tps NDFILTER AREA I I
d10 = 0.29' B = 13.80' d100 - 0.34' I~ ~
I BASE OF SURFACE SANDFILTER AREA SLOPE 0.977 j I I j ~ ~ ~ ~
LINE DIT n = 0.065 f CH WITH I ! o I o ~ _ + i ~ j 0
TEMP. MATTING sHEAR = o.1e psf ~ TOP OF BE USE STRAW W~ NET TOP OF BERM ~q' ! i ~ Q - I ~ I nj I J II 3
ALLOW SHEAR STRESS = TOP OF BOX hmax. 1,45 psf I ~ ~ I wW ~ I ~ _ hmax. ~ I I, I I o z Q
S~0 CONCR I I I j j 3 Q> j I~ III j ~
A~ ETE DROP BOX P~ j W/ GRATE c,~~ ~ ~ I I I I ~ ~ w w
~ PONDING RCP OUTLET PIPE DEPTH d ~ I I I I ~ PONDING j I
I SURFACE ELEVATION DEPTH d
3" TOPSOIL ~ NAruRAL cR OUND
GEO-TEXTILE 3" TOPSOI i I GEO-TEXTILE ~ LENGTH VARIES
c~ j
HE I ~ ~~o j j HEIGHT OF ~ ~ PLAN VIEW OF LEVEL SPREADER
WATER ~ I
THICKNESS I CLEAN, WASHED CLEAN, WASHED OF SOIL THICKN ~H v ESS ~A,~ LEVY of solL s _L SPREADER SCHEDUL
CONCRETE SAND ~ CONCRETE SAND ~ L I E oL
~ ~ LEVEL DESIGN .ENTRANCE D P E TH END WIDTH LENGTH ~i9 ~ SPREADER FL ;W cfs) I WIDTH cfs ft.
I I ft. ft. #1 I 0-10 ~ 10 0.5 3 10
I GEO-TEXTILE GEO-TEXTILE #2 I 0-10 10 0.5 3 10
I ~ I #3 .;-10 10 0.5 3
WASHED STONE n GRAVEL 10 GRAVEL
_ EN V EL P 0 ENVELOP
- PVC OUTLET -J
CPP UNDERDR AIN
W/ 3/8 INCH PERFORATIONS CPP UNDERDRAIN
W/ 3/8 INCH PERFORATIO NS SHEET 3 TIONS I
SURFACE SANDFILTER S CORM W,q TER SCNE DULES &
S;'RFAC
E SANDFI~ TER DETAILS
PEARL RIDG E PH,gSE .3
I
uvv 4LN: H.J,MORRIS CONSTRUCTION INC. t-
THOMPSON & ASSOC:' ES w AKE CO. NORTH CAROLINA ZONED R-6
5821 HOLLY SPRINGS -PD
RALEIGH, NC 27606 DATE 05/15/2002 DRAWN RIB JOB NO. HJM-PRSD ~ (919) 8511709
FAX [phone] SCALE 1" = 60' S URVEYED DRAWIN
G PR3 - STROM

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S~d'~ 1~11~00 N011Ndldd-018 Odd ~ d0~'
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- lb'9bZ = 1887? _ ~n,3~~ ~0 ~ _ - ~8~Z9-_, ~~_S _ ,S~S~ 6S~ ~ l-~ 68'OL *S, ~b'1S ~0 ~l~ 8. ~ xc_ 6~~~5~ - ~L3~_ z L - - ~ O L 'd - ~~31~ ~0 ~L~O~Z = ~ - s~~ 601 ~~p S~ 0 ~L9~1 ~ ~~.~~~lZ OZ~~IZ gti I
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9L~6~„ '0'C L~60? _ ~0~0~8~1 09~~1Z = sd~ 6l~ s ~ ~ 0 0 81 ~ ~ 9L 1 ~ ~~9~0 0~ ,OZ OO~Z~Z ,091 „Sl d0~
~ ~ _ _ b~ .z~~ ~~L3 l~ LS~6C7 = ~3~- z S'z ~ I +9! ~'r ~S ~0 ~ ,S~S ~ 8S# ~ S ~ 07~6L+7 ~~dS ~0 '11 9Z O~Lr ~ r^+ ~ ~5 Sl b'1S ,8L S7#10~, 7-~ 86'88+LL ~b'1S ~0 ,S~SI 5 '6C? _ ~~3~d ~0 ~ yb~lZ = ~~~~d ~0 - s~~ SZ~O ~~0 800 ~~b~~ ~~cL~ 06~ ,S~SI 5l#10 Z-~ ~0+91 ~b'iS ~0 ~ld S~S1 L#10 _ Z Z~Z ,lZ~ ,<Ol d0~ II
s~~ 9L 0 ~~p 1Z~0 ~6~~0 ObZ OS~Z~Z ,~S~ „Sl dOd' HH
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OS~~l7 = d08' „tiZ 1(10 ~;'~V 00''LZ = d0~' „SL 1~= \ ~°O~SZZ = d0b ~ _ 0 ~N~ 08~S07 = c0?- 1(10 - s~~ 651 ~~p ti~'~0 ~5Z~0 ' 0_~~~ZZ OO~ti~'Z ,691 ,~51 dOd` 88 ,~L. 1(10 ~~NI - - s~~ 8S 1 ~~b ~
C9~ti1Z = ~~~i „8l NI -1 ' ~,~SZZ = d~~ NI LN~ 06~SOZ = „8~ NI dOd ~,81 1(10 ~~NI 0 ~Z6 S i 5'8_~Z 0~~8ZZ ' ,~6~ ~ «0~ did' b'd
68~8~7 = .0.0. - 80'~tiZ = _ ~ - l0 0 8 L L" ? '0~0 NI 0 ~ti0 0 ~ _;,Z ~L ZZZ ,Z L l~ ~,0 ~ dOd Z z0.? _ ~0~0~8~1 ?9~60Z = ~0~0~8~1 - s~~ lL~~' ~~b 801 ~ ~
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- ~ .,S L L b`1S S L 81 ~yd 5l ~l#10 - - ~ 06 0 5Z 0 ~9S~0 !~1i =0Z OCSZZ ,bS~ «Sl d0~ X - ~ ~ 81:-i+~~~~ ~a~S i0 ~i~ ,O~SI ~#10 - s}~ 80~~ ~~p 8Z~1 ~59~0
OC~7SZ = d0~ „Sl 10C 'A'll ~,~~~~SZ = d0~ ~S~ 1^;; ^k~^ _ c _~Z 0~ 8ZZ ,1~~ „Sl dOd' M - s~~ Z1~5 ~~n 0~~1 ~8Z~d ~
~ZZ d~~ ~ 0 'LNI u0 S07 - d0~' '10 >d' '10 '~NI ~ _ ~ ~ _~Z OC 5ZZ ,85~ „51 d0~ ~ ~ ~ U~ ~uZ dOd' „8l 1(10 ~NI - s~~ OS~S ~~0 60~~ X00 OL 0~ ~~?Z OO~~ZZ ,9Z~ ~ Ol
- d0~' „ti7 ~ ~ UI L9~8~'7 = .0,0.x. ; 88'L0Z = ~ ~ - ~ - 88 - ~ 0 8'1 S9~~z ~,Z = 0 0' Z , ~ ~ UI ~NI dOd' fl 09~ti0Z - ~Od „5L NI ~NI - s~~ L6~0 ~~p ~Z~O ~OZ~b 0~~?Z 08~OZZ L ~~'z~,0 = .0.0.8.1 - ~ 8 „SL dOd' 1
+ I - 69 L.,.. ~0 9ti~S.7 = ~n~~~ 8-~ 5~~00 71 ~d_S 0 ~'a ,0ti'lS SS#'~~~ ~ 9-~ 01'58+81 ~"1S l0 ~1~ ,68~~i_'~ = 7-~ 0L~6?-~, ~ ~ OlZ - ~0~0~8'1 sd} ti9~9 s~~ ti~~6 gZ~~ ~19~L ' ~~~lZ O~~OZZ ~ I _ ~ 10 ~g~~ „8 L d0~ S
~ ~ ~ 'd1S A0 l~ OZ#I„ ~0+91 ~b'1S ,~=~8. 71 ~8 60Z - ~d1d ~0 - _ Zl#10 ~-~09+8G ~`d1S ~0 '!I S~SI ~#10 - s~~ 98'0 ~~0 9Z~0 ~18~~ ~ OG~~Z O~~lBZ ,lZ~ ~1
G6~Z~7 = c~~b ;,S1 1(10 '~^,A~, ~I 0b~877 = d0~ „5l li"~ = i - - s ~ ~ ~~o o ~ d0~ d ~ SZ~~ ~~'~0 ~00~9 00~1?Z OS~00 Z ,0~~ „5l dOd' 0
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