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I I I PROPOSED I PRELIMINARY PLAT
' IWAVERLY POINT SUBDIVISION OF
I PHASE TWO I I I
CLEVELAND TOWNSHIP, JOHNSTON COUNTY
NORTH CAROLINA
DATE: AUGUST 6, 2001
sup suRVEYED aY:
DRA4 DRAWN BY; ~ •
CHEI CHECKED BY.
190 CLAYTON COMMERCE CENTER
200 0 200 400 600 DRAY CLAYTON N.C. 27520 DRAWING NAME: ~
TELEPHONE: [phone]
SURD SURVEY DATE; FAX: [phone]
Scole: 1" = 200' email: tlsurveying®msn.com
JOB JOB N0.

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50' R 6 20' PAVEMENT
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SITf TRIANGLE 30',
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SECTION A-A DALTON ENGINEERING
,SYME7R/CAL CUL-D~-SAC & ASSOCIATES, P.A.
NHS 446 EAST MAIN STREET
P.O. BOX 426 [phone]
CLAYTON, NC 27520 Z9 550-4741 FAX
JOB: 01024 DATE: 8/7/01 REVISION:

BASED ON N. C, D. 0, T. DESIGN STANDARDS OF UTI
F/LL S LIZING 4:1 LOPES WITH GU,~RORAIL,; 112' LENGTH OF WOULD BE RE PIPE THE AREA OF RlP ARIAN BUFFER WHICH CONTA/NS THE P/PE
OUIR~D FOR THE. STREAM CRbSSIIVG. PIPE CR THE CROSSING HAS BEEN DENOTED WITH A BOLD LlN
~ ~ OSS/NG WDULD DISTURB l12' OF STREAM w BED, CONTAINS - - E. THIS AREA 9, 940 S dR 0.23 ACRES,
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50'-24" LL EMBA ~ R.C,P. C~ 0.509' NKMENT FILL GREATER THAN 7, 108'-48" kC.P, WITH F.E.S. ®2.009 DA = 44,.66 ACRES
I DA ~ 9,88 ACRES ~ v S MEASURE( FROM ROADWAY 6 ~ INV. IN - 24 W ENTERLINE ~0 /N~ERT INV. IN - 262.00
8.2~ ~ FOR w ~ ,dLL STORM INV. OUT - 24g 02 ~ Q RAINAGE PIPE CROSSINGS SHALL INSTAL INV. DUT - 259, 84
tr~ ~ ~ ~ L ~ UARORAIL ,T0 D. 0. T, SPECIFICATIONS OR L
~ EAT 4;~ 1 SLOPE OR F
~ N d LATTER.
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Z 6 X 6 TEE W r` F/RE HYDRANT TEE to N ^ 2
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4:1 FILL SLOPES
~ p CONNECT PROPOSED " t, 6 PVC WATER ~ s + ~
LINE ro UT 6 PVC WATER MAIN W/TH X~j 4 r ~ APPING SLEEVE (STAINLESS STEEL Q ~ SEDIMENT CRAP ~ 1 ~
~ Fq OR DUCTILE IRON ANf~ 6 GAT `sc~ ~ LEVEL SPREADER
~ E SAL ~E, ~i~ 'z
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SCALE.' ~ = 50
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340. 0' ®f3. 9 9' 300. DO' 12.809'
2 0.00' - 290.00 ® 40X ,
285, 00 25 .00 ~ ~5. 09 , 200.00 +0.609
200.00 ~ ,
+0.609
100.0 ' V.C.
K . 0 g 1 200. D' V, C. K = 32.26 ' 2 300.0 ~c, 85.00
280.00 K = z 200.00 ~c, , 61 100 0 V.C.
K = 3B. 46 K = 2.63
280.00
0
275.00 0

Q~ ~ 4 .NATURAL ROUND 275.00
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270,00 J c ~ W ~N N •
R~~N F OF R~iN , F pF
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CQ 265.00 0o UM.~~ ' M~N~ r
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00 6 ~ SURED FRO ROADWAY
i~ Q ~ o CET lNE TO iNV RT FORA 2 6 5.00 LL STORM ORA/NA E PIPE CR SINGS SHA
260.00 ~ ~ ~ ~ o L INSTALL • GUARD AIL TO D.O. SPECIFICAT NS OR
~ o ~ h BE AT :1 SLOPE R FLATTER.

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7+00 .00 g N ~ +00 9+00 N 245,00 10+00
SCALES.' 11+00 12+00 13+00
14+00
~ = 50 HOR ~
5 l/ER
RO WA VERZ ROADW~I Y & U77L/TY CONSTRUCTION PLANS & LASSOCIA EISEEG
FOR
4 VERL Y PO/NT SUBD
IVISION PHASE THREE 1446 EAST MAIN STREET
?OH/VSTO/V COUNTY, NC P.O. BOX 426 ~919 919)550-4740
CLAYTON, NC 27520 ) 550-4741 FAX
JOB: 01024 DATE: 8/8/01 REVISION:
FILE: RCP01001 DRAWN: DRI CuFGr. z nc c