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PLAN VIEW FOR SEINER OUTFACE Y1
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306 THIS A5-BUILT DRAWING SHOWS THE HORIZONTAL AND VERTI \ND VERTICAL
o N TING GROUND ~ ,n n z o - LOCATIONS OF ALL STORM DRAINS AND SANITARY SEWER MA THIS DRAWING ALSO SHOWS THE HORIZONTAL LOCATION OF 3oa WATER METERS, AND SANITARY SEWER CLEANOUTS. INFORMA DRAWING COMES FROM A SURVEY MADE UNDER MY SUPERVI 3a2 I, DANIEL L HATCH CERTIFY THAT THIS INFORMATION IS COR ~t~5 L.F. ~ 66% TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DR 30o UNDER MY SUPERVISION ON 03/22/00 EWER MANHOLES.
TION OF WATER VALVES,
304 - - = x~» zz INFORMATION FOR THIS
SUPERVISION ON 01/05/00.
F- 302 ~ ._r___
N IS CORRECT WAS DRAWN
300
X400 LF. ~ ° 298 N N z9a
X204 L.F. ~ 0.80 m
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296 296 CAR
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294' ;Zmlz _ O 294 J::2 » SEAL ~F, zz
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DATUM ELEV w • r4, 292 '.0
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M r~ N7 N7 N7 r'S tr7 M N~ r~ G zoo
20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+80.58
P""ROFILE VIEW FOR SEWER OUTFALL Y- 1
SHEET 5
I DRAWING
LEGEND: 11111111momft END"
EXISTING IRON PIPE _ 0 = WATER METER WHE 1,~i / uNE SUBL 5UBDIVISION
o = SEWER CLEANOUT
E1= ELECTRIC BOX
= LIGHT POLE BLACK RIVER TWP. VP. OWNER: K&H DEVELOPEMENT
= WATER VALVE -b- = FIRE HYDRANT THOMPSON & ASSOCIATES PA HARNETT CO. NORTH NORTH CAROLINA ZONED R - 10
40 20 40 80 ASSOCIATES, PAHARNETT CO. NORTH (5) = SEWER MANHOLE 5821 HOLLY SPRINGS RD
= CATCH BASIN RALEIGH NC 27606 DATE 03/22/00 DRAM ?0 DRAWN DLH JOB NO. KD-ANG
SCALE: f 40' (HORIZONTAL) 851-1709 "=40' (919) H 1 1 FAX [phone] SCALE SURb SCALE 40 V 1 -4 40 SURVEYED REH DRAWING whetss2a
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PIN 0674-95--4224
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50' PU@LIC R/W
SEE SHEET 2
L-3 PROPOSED SANITARY SEWER
'P go u~uc R zi III ~ so 0
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p' o ~ Q D3 20' D.E. _f mI I Q~P~~ PIPF H 42' FES
n ~ ~ / ~ o Z ? ~ o .B / ~ \ 70.E PIPE K 42" RCP v ~~~8~ INV. IN = 306.33
HI ~ " ~ W N .Jp W ~ ~
~ ~v p:i in - "WL- b rn 74,4 02? in------~------8"WL m ~ _ _ _ , g ~ 6g h, INV. OUT = 304.06 ~ ~
~ cs 8 w MH ~ 4 ~ g # 4+o ti ~ ~ ~ z o » zs+oo ti ~ ~ . . _ _ _ _ . STA 17+65 L-3
L-2 50 PUBLIC R W CL INTX. L-2 & L-3 II CL INTX PL~ STA. 22+78.72 L-2 I ~ ~ ~e•ss i N orio'2o° E ~ss.oo' ~m
N 8 PVC S.S. MM#8 N ~ rs,s_....._. PROPOSED 24 VALLEY CURB & GUTTER ~ ~ 2., w - _ , = STA. 10+00 L-3 ~ ~ ~ t ~ +oo e"ss m s
~ ~ .w- ~ T13.5 ~o ~ ~ ~ C1 ~ O ~ N A .tiw ~~MH~13 H#24
.r. ~ ~ . w~rwsrsrwr r. ..r .rr w~ ~,u..-sr.»... ..r w ~ ~ PROPOSED 24" VALLEY CURB & GUTTER
r I zs I I ~i ~ L-3 ~q~ PUBLIC !j,[yy -
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~ N ~ O - - - - - 311 ~I off'
24 26 ~ . 25 ~ z1 ~
N Z tl~ A 58 ~~II ~I 0
frl ~ JII ~
22 o ~ -C ~ rn m z III ~I ~
z z3 STORM DRAIN T. D DRAINAGE SCHEDULE I I N , ~ ~
G'~ PIPE SIZE TYPE E TYPE LENGTH SLOPE INVERT IN INVERT OUr 24 I'n II ~i I
H 42" RCP ~ SANITARY SEWER OUTFAII RCP X20 L.F. X2.20% 306.33 305.89 N I I ~ L_ _ _ _ _ _ _ _ _
~ SEE SHEETS 5 & 6 m J 42 RCP 2 RCP X27 L.F. X0.81% 305.89 305.67 - - - - - 111 ~I
K 42 RCP RCP ~ 107 L.F. ~ 1.50%305.67304.06 J It-g~Ti ~
2s ~ ~
42" F ES INV. OUT = 304.06 i I s~
L-2
PLAN V/EW FOR L-3
N
J
N n
THIc LOC THIS AS-BUILT DRAWING SHOWS THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL STORM DRAINS AND SANITARY SEWER MANHOLES.
THIS THIS DRAWING ALSO SHOWS THE HORIZONTAL LOCATION OF WATER VALVES, ~
W AT WATER METERS, AND SANITARY SEWER CLEANOUTS. INFORMATION FOR THIS d
DRA DRAWING COMES FROM A SURVEY MADE UNDER MY SUPERVISION ON 01/05/00. ~ M
I w~{ JM N^ M W
. ~ I, D I, DANIEL L. HATCH CERTIFY THAT THIS INFORMATION IS CORRECT z
N T~ . 318 318 N TO THE BEST OF MY KNOWLEDGE AND BELIEF, AND WAS DRAWN N-'~ rj NN
v N UC h w ry~ !~I `N UNDER MY SUPERVISION ON 03/24/00 .j+M ou`Oi,o~ + w
w N ~ cv ~ ~ ~ rv I I ~ ~ N x o II o ~ II a ~~~~i Z^ ~ M II ~ Q Q
316 316
N~ d' N cON~ f
314 =O-Q-~~ESSIp'~y•T 372 ~ v~i~?? Ep G ADE 312 'Q SEAL - c~
~ ~ N 314 c( ~ ~ ~ W ~ Z N?- QrI II II ~ L-4165 pc .n
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U ~ II ~ II Z© gs~? 312 312 '~~y 9~~ SUft~;'~o G~~: 310 ~ N 370 e P,~ o
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11 " ~ i Q J /Z`fJt~ ~n
THIS PLAN REPRESENTS AS BUILT HORIZONTAL 306 306
. , ~ G G r 1 309 m TtN y r 308 AND VERTICAL LOCATIONS OF STORM DRAINS
PIPE H PIPE AND :,ANIlFlhY SEWER MANHOLES.
'o op (0900) / THIS PLAN ALSO REPRESENTS AS BUILT 304 f 3o4
306 306 00 .w. V HORIZONTAL LOCATION OF WATER VALVES, f o °
WATER METERS, FIRE HYDRANTS, AND STREETS.
304 THIS INFORMATION IS BASED ON SURVEYED FIELD 302 302
304 X348 L.F. 88 S CONDITIONS ON 03/15/00 AS OBSERVED BY N THOMPSON & ASSOCIATES, PA. ALL OTHER DATUM ELEV Z
C-4 CN INFORMATION SHOWN IS APPROXIMATE AND 300.00 300
1. 102 IT P`( 302 SHOWN AS SCHEMATIC IN NATURE. o
tnN SEWER @ N1 9 W i ifJ ~o N ^ C.'J Z V) c l
U7 p 300 y N P: O (n CL
+ ~ p 300 M r7 r7 e~ W ~ CL
PA MYELE1' X~:2 c'qR. 00 cn Ff ? z 298 70+00 17+00 12+00
a o ~ PROF/LE VIEW FOR L-3
ri Lo r rn r Ln u~ Lo w f` 0U7 N 00 l0 e V)
C ! r r- O
M I) tn K7 K7 N~ t~ r~ X M 0
i
12+00 23+00 24+00 25+00 26+00 27+00
~T7 E~
LEGEND:
PROFILE VIEW f OR L -2 • = EXISTING IRON PIPE
= WATER METER AS-BUILT DRAWN o = SEWER CLEANOUT ) AYYIN
50' RIGHT OF WAY ~27' B--B 5'
2.0 23 PVM T. ELECTRIC X WHETSTONE SUBL
7 » w cu~Q A = WATER VALVE 03' U B D r Vl IS U`A N
SLOPE FT. I FT, 2 CUT -6- = FIRE HYDRANT SO = SEWER MANHOLE
? 3:1 SLOPE m = CATCH BASIN BLACK RIVER TWP. OWNER: K&H DEVELOPER
FILL $ ABC
TROMPS TES, PA HARNETT CO. NORTH CAF NORTH CAROLINA ZONED R - 10
ROADWAY SECTION 40 20 40 80 582R1 El t, .-,..a .,.i7 6RD DATE 03/24/(DO DRAWN D DRAWN DLH JOB NO. KD-ANG
TYPICAL WATERLINE TO BE 5' BEHIND BACK OF SCALE: 1 op = 40' (HORIZONTAL) H 1"=40'
N VALLEY CURB LINE t 1 M - 4' (VERTICAL) FAX 143 SCALE V 1.1_4• SURVEYED SURVEYED REH DRAWING Whet2bob
SCALE 1~~= 40 08/23/99 H2O RAM REVISIONS 07/23/99 H2O LOC. DUi 20 RAM 20 LOC. DOH PIN 0674-95-4224
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