20020920 Ver 1_Site Plan_20020611

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\ T"OWN OF MORRISVILLE ~ `.tip ORRISVILLE ~ • ? ~
` DB 5455 PG 0732 tp~ , PG 0732 \ ? `,\r
` ZONED: RM ? ~R ~ RM ?
~ PIN# 0745-17-1715 ~ ~ -17-1715 ? I
~ ~ ~ ~ ?
\ 180'0'0"' ~ ~ , CENTERLINE EASEMENT i
` ~ 121'43'57"' ` ~ ~ ? 9'43'48"E 20.99' i
EX MH 2
\ RIM = 303.39 INV IN = 294.59 PROP ~ 1 MH FF'
~ INV UT 2 .54 ` 3 - 1 4 i ?
0 , _ . ~ ~ EX MH 'E'
cS 't , ~ 1 \ N 6148 48 E 319.99' MH' D P ~ ~ 296, 49' ~ " ~ ~ S EXMH E N 59-52-~F8 E 4o RIM = 297.44 dH D LINE P$
, 1`. 1 PROP MH EE' INV IN = 291.94 PROPOSED 20"`PUBLIC ~
' 1 1 1 1 11 W ~ ~ \ INV OUT = 291.25 ~ I ~
111; 1 X X ~.r--~ r~ ~ - ~ ~ ~ ~ ~ ~ ?
11 I ' ' , 1 EXCA ~ _ . LT NCE w ~ \ ~ ~ ? / ~ ~ - ~,,+e._ 1 x`2_2724 ?
~ 1 I i 61'14 38 1 ~ } ~ ~ I \ UNES IIN 5ER CE ~ >
\ 1 \ PL`t1C WITH cY CONCRETE t,J ~ ~a r , nr.r?r. rW rrl .i/1'. f...~, "",rr+w +u.; `
1 ~ ~ o \ ~ X11 ~ ~ 1 ~ -
I ~ ~ 1 ~ ~ 1 I I ~ 1 q_ ~ ~ \ 29 ~ ~ 5 ~ . _ - - _
I , ~ I ~ I •S ~ ~ ~ c CENTERLINE EASEMENT / _ V~ ~ ~ % i f _ _ _ ~ ' N61'48'48"E 15.47
1 1 1 ~ I Ili r ~ 1 w 1 \ ~ S 0 If ~ 1 j l , q s ' . _ ,
lil l 1 c i ( I ~ \ ~ ~ to ~ ` , \
Ili I } 1 ~ ~ III , ~ I ~ ~ -~a~~~ ~ ~ ~ ~ r- - ~ ,,w ~ PROPOSED 10 TEMPORARY I
III I 1 1 / ~ l l I I I / \ 1 l ~ / ~ r ~ CONSTRUCTION EASEMENT
~ II1 . / / /1i I I I / / \ \ / ~ l ~ ; / w AREA
't, ~ III I w ~ ~ . / / / I 1 / / / \ * ~ w ' / / / ~ ~ 'w PERMANENT EASEMENT 325 SF 0.01 ACRES 2 * 9 , ~ TEMPORARY EASEMENT 466 SF 0.01 ACRES
S~ / ~ ~ ~ ~ TOTAL 791 SF 0.02 ACRES I 1 / 1 ~
l 111 J, I / , I Y / ! ~ 1 / ~ ~ 1 I ~ ` / ~
~ ` ~ ~ ~
al 11111 ' l l 1 / f , /
CROSSTIMBER~, LL / 1 1( I i, ~ ~ 1 i
C7 I t ~ I ~ / / : I DB 8692 PG 007 ( i 1 I ' ( / ~ ~ ~ 1 / ~ ~ + ~ f / /
x I v \ / f i ' ,r J~ ~ I I ' 1 1 ZONED: RM 1 1 ~ , / ~ ^0 1 ~ ~ ~
,PIN 0745-61-644 ~ II ~ ( ~ W-, + ! ~ y? 1 j i r` ~
~ ~ ~ 1 I 1 1 l , ~ ~
h _ C~ i ; I ~ / ~ ~ I ,
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/ ' I ' / \ 0 i, / I , ~ 1 , fit, i i w r' ~
I I / ~ ; ~ i , i I ~ , r ~ ~ I,
I . 1 !i \ \ ~ ! 1. / I I I / ~ ~ I ! I I
/ 1 / I j ; PERMANENT EASEMENT 750 SF 0.17 ACRES 1 I ~ * ~
TEMPORARY A M ~ Ii 1 1 ~ ~ I I ESE ENT 749 SF 0.17 ACRES I ~ , ~ A \ ~ , I l 1
TOTAL ~ 1 1 ' ~ ~ ~ 1499 SF 0.34 ACRES w I , ~ , ~ ~ 141'14,1 v 1 ; ~ I f 1
t 11 1 I> ~ 3 N F
I ! I' 11, t ( ~ 1 \ \ TOWN OFD M ISVILLE I I/ ii 1 ~ I I
1 ! , I I / DB 545 0732 f \ lJ~ ~ ~ I / \ i
~ J ~ / ZO RM / ~ I , , , EX MH 1 ~ ~ I I ~ ~ ~ PI - - 1, h 1 I,_- N# 0 17 1715
RIM = 312.80 ^ y y I , I I ~ , _ ~ ~ ~ . ~ \ ~ ~ it , " w w NSF 'h 1 ERP OPERATING
Ww L.. aITED , R _RSHlP e
F INV IN = 301.04 I I 1 1 II % 1 ~ i I I I I I , 1 INV OUT = 300.95 ~ I 11\ 1 it ~ ~ ~ 1 l o^ a DB 8848\PG 0118
! I ~i, I~ I ~ ~ r, ~ 1 1 1 I ' ~ ~ ZONED. RM 0
t i l / I I~ ~ i i 1 1 1 1 ~ I } 1 \ PINS! 0745-91-0283
i ( ROP SED 10 TEMPOR 1 I 1* ~ ~ ~ I
ONS UC ON EASEMENT ~ ~ I ~ / EIP 1 1 / ~ , ~ >~I ~ ~ = 1 / I
1`~ / i ~ ~ 521 1 - - ~ PROP ~ I a ~ _ - 1 ~o' ~ , 6 ~
~ T SEWER EN I As• i w i
S• ~ 1 1 1 1 , ~ E ~ , I 5 C ) /
~~r ~1 1 1 1 ~9 ~ P~' (
~ 119'04 45.x' I\ N s a 30 ~ ( / O i
F 1 1 1 , ~r ~ t 1~ X 1 i
1 ~tp , , r ~ , ! .l w i
~ I A ! ~ ~ ~ ~ RLi E EASEMENT
1 ` ~ ` 9'19' 7"W 37.49' 1, ?I
. ~ \1 \ I ~ 1~ 1 v
N\F OPb ~ x , 1 ~ ~ ~
MI SCHOTTENSTEIN 1 ~ \ ~ 1 \ N /
HOMES INC. 1 ~ ~ i \ 1 v.! , 1 i ~ ? k Fig, Q
DB 8055\PG 2495 1, q'1? 9 ~ ~I ~ `.\N'F ~ I ~ ~ I ~ ~ ZONED: RM 1 ~ % 0 \ , , , , / / / i
~ N 't RE1rI0VE PIN# 0745-73-6602 1 ~~L.T\ F~ ~ ~ ~ /2 I
\ 0 6 ~ ~,I * OVEN PUMP STAl10N J '"fit ~ . ~ ~ I ! I
~ ~ 1 5 I ~ EQUIPMENT ~i ~ ~ ' 1~ i I
, ~ PROPOSED 20' PU i ~ I . ~ _ - ~ I SANITARY" s~wER EASEM w...- I /
~ ~ ~ 1 \ I PROPOSED 10' AMP Y I / \1.~ ~ k~ i EXCAVATE AN~ CONSTR N ~ j UCT10 f~ASEM T 1
' EXISTING - ~ a IJNE \ ~ / I C / I
- NEW IJNES IN SERVICE ~ ~ N8 . PLUG WITH ~ cr ~ r1~H ~ 9s ~ ~ / i~ j
RIM a 312 ~ ~ r F , , ~ ~ ~
I
• \ \ \ ~ ` \ I \ ~ ~ 104 59 59 I
~ '~+t ~ \ \ ` ~
ti ~ ~ ~ MANHOLE H` ~ . ~ ~ ~ T~ ~ ~ ,f I
EX MH 'B' ~ 1 . t
RIM = 306.64 • ~ ~ ~ ~ t.`: „ ~ ~ i
3 INV IN - 293.73 MH C ~ ~ ~ ~ ~ ~ w.~.s ~ 30 0 30 60
. INV IN = 292.54 MH A ~ ~ CENTERLINE EASEMENT ~ . ~ E
INV OUT - 292.46 ~ ~ 4 75' ~ EX MH C 3 109 SCALE: 1 • 30'
ti, RIM - 310.02 / ~ I ~ i
~ INV OUT = 298.20 PERMANENT SEMENT 980 SF 0.02 ACRES ~ ~ ~ ~ I
TEMPORARY EASEMENT 480 SF 0.01 ACRES ~O T TAL 480 SF 0.01 ACRES ` ~3' 0 E. 'f~ -OZ .q I
i
EXCAVATE AND SEVER ; EXISTING LINE i ~ ~ F
- NEW LINES IN SERVI ~ ~ ~ ~ ~ ~ i
PLUG WI1H 1 CY CON ~ ~ ~ ~ i ~ ~ ~ ~
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i ~ . ~ / , ~ ~ ~ ' i
i
Designer Scale CAD File
TF/ERS d' RAYENEL Engineering & Swvsying, /nc. No~Ww~~ lv oeseri tion Date a DUCK POND
PROPOSED SANITARY SEWER W&R 1"=30' _01004 SHTt Drawn By Date Sheet No. I
11 f MacKenan Drive Cory, N.C. 27511 REWED PER T.O.M. COMMENTS 9/15/01 ATB 5/1 01
919-/B8-JJIO AX 9f9-/Q7-BOOS PUMP STATION ABANDONMENT 'INT AND DEMOLITION SITE PLAN Checked By Job No. of
RET 21004
FIG. 3

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S T 1 N G
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GRAPHIC SCALE Y S F
1 " = 30' E R CI N F
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30 0 30 60 RIAI = Y9ri~1 INV IN = 292.'. ~ ~ (~~F' g
iNV OUT = 292.51 ~ ~ BPS Og
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PARALLEL IMPACTS TO f ~P 5 ~ 0. pR 6 F
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ZONE 1: 3 717.52 s . ft. . ~ EP ~ i/ ~,P~'" / ; ~ ~ E
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\ RI = 30 \ INV \94.59 - r ~ ~ r r+~ p N lii
\ \ INV - 94.54 ~ 1 UTILITY CROSSING # ~ ~ M • W ~ Np
~ ~ 1 v , ~ 21 LF CHANNEL / 1 _ ~ 0]
~ ~ ~ ZONE 1:1 035.68 . ft..024 ac.
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~ ~ ~ ZON ' ~ ~ E 2.796.47 s . ft..018 ac. ~ ~ ~ q ~ ~ ~ \ ~ ~ ;
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1~9~ ~ A ~ ~ , I S~~ E~~ ~ ~ ~ ~ 1 EP ti~ ~ ~ 1
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~E~`P L ~ ~ QTR \ \ ~P ~ ~ ~ ~ ~ _ 21 LF CHANNEL N OTJURI SDICTI ONAL
~ ~ 0~ ~ ~ ~ \ ~ ~ F, 0 r~
5 ~ \ ZONE 1.870.1.3 s . ft..019 v P •r q ~ RO ~ Jg
~ Q P 5E ~ o o P ZflN~ . 621.15 s . ft..014 ~ ~ ~ ~ ~ q i
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a 4ti ~ COQ \V ~ ~ ~ ~ ~ ~ V~ E X ~P p,R 5~~ g ~ ~g\, ~,t~~( • `l %
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`V v~ '(E 5 ~ OSE 5E~' ~ v \ ~ 9 ~ I OP 0 ~ ~ ~ ~
EX pH .1. \ ~ I / Q~ (Z~ Q ~ Q~ S ~ ~ e ~~P os~ ~ II , , 84'22'24, RIN = 31zsoL. ~ _ i'~ P~ P ~ I I~
\ E INV IN = 301.60 \ PR / E~ - ~a ~ 5~~ i INV IN =301.04 , ~ ~ \ Q G~~ ,I I
J .53 INV o - 30 ~ V ~ vu~ 89'59 '~1 "E ~ ~ zr 340.03'
v4 F ~v, ~v - 0 EIP
A A :r v E ~C AL~ r
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ P S ELECTRIC 7 S ~ / ~ BO%ES • ~ \ ~ . FAUCET
,2 - 4 ,48~ ~ ~ ~ IN = 39T$i - - 1 ~ ~ i FLO _ _ W
161 r ~ ~ , h ~ i~ ~ ~ - - c - _ - - ----~X
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x~H-'~' - ~ _ - ~ -
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C r \ ~ ~ I ~ EX MH ter. - =r-- F,C~~ ~ I I , , ---.---Mll/IXlT-29B21L MH BB I I
S~ ~ ElP RIN =306.64 ~ S~~ ~F,~ G• ~ \ iNV IN = zs3.7 11H c' ~P~~ • I - ~ ~ ~ G~~,S I I F.5
O~ 9~ ~ / \ NV IN = 292.54~MH ~a~ • G~ G~ S, / / ~ ~NV ouT = 2sz.+6 / R~ •5`L ~ ~ P s 5 E G / ~ ~ ~ E~~'s`~ ~~5 00 Pc P ~E5 I p~0
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Q~ 5' ~ / 00 SF t o 5 'Ti I ~0 ~ 61 ER P \Q ~ i X20 ,0 _ X00 R 0~8
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PROPOSED Ct1ANNEL EXISTING Ct1ANNEL STATION 0+00~ - 4+48.22a
~c1009 ~
-8.49 S NAIL DC ~ ~ -_S`i~__------i
~ ` _ _ ~ . ~ ~ PROPOSED CHANNEL 100' CAROLINA POWER & LIGHT
l ~ ~ q - ~ h ~ S _ STATION 5+51. I I- 26+40.00 E A SE M E N T
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_ NAZI - - EXISTING CHANNEL _ - ,
~ - ~ t' ~ ~ - ~ DP 1ri y__°
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NAIL ~ / ~ STA : AREA 30~ ~ ' ' ~ ~ i 9 ~ r-~ i~ i ? ? ~ ~
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STATION O+DO - 5+51. I I a ~ ~ ~ " / A I - ~~04~ - ~ ~ ~ ~ ~ I ~ ~
~ U i ~'la_-`-- ~ 1 r~s sua.5 ~ ~i A~ ` 5 _ ~ _ Li - Q TC4l- L _
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~ , _ _ 0 ~ ~ k6( IB I- i s~11 ~ ~ ~ ~ ~ ~ , _ ~ ~ x I
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1 EXISTINGCFIANNEL ~ ~~"r!/;, 1 ~ a~? .,Pr _ ' ~ IN V= 30728 ~ ~ ~ ~ ~ \ i - 021 3 ~ ~ V ~ ~IBA9 30728 ~ ~ ~ ' ~ F ~ ~ .NAIL OC
~ il~ ~ 4.90 ~ % i~ - r-~~~5~; / ~r, ~ ~ -
1 ~ j I 1003 ~I ~ ~ ~~'~ia~ ' I'. ~ loon w,;~ / ~ ~ ~ ROPO -
f ~ -7.98 ~ r NA[L OC i -Z98 ~ ~ 1 D I~IfIUTYi ran ce ~.A ~ 'eq~~ ,loot (S ED ~ a ~ ~ ~ '-6.79
II p ~ ~ ~~F. A'\~ NA[L FES 18 ~ ~ l •
I li I I~ INV= 306.90 ~ ~ / 'c~ ~ ,
y ~'~I .7 ~ ~ t, , ~
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' PROPOSED STREAM AND
RESTORATION BUFF ER ARE ~ ~ ~ ~ ~ t~ 1 r
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i ~ N P 310,65 EXISTING CHANNEL ~ i ~ i
i i ~ ~ BUFFER AREAS r % i
RCP 4~~ ~ NOT T HnrcNLe ~kovE e~Pnsr cr+uach irvv- ,n,e4 0 BE RESTORED ~ ~ Fx 1; 1 ~
DB o3'7 PG 809 t06 nC i ~ u7J55142d3 ~ ~
STATfONS i, ~ 1025
~ ROCK VANE ~ • ROOT WADS ~ Nau >K
DOSTIN~ ROAD ~ - ~ ~ l J I100K VANE L
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i ~ Nh~ ~ i ~
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~ FESTORATION < j gTION ~ i
HATCHER GROvE &1PiIST CMUhCH ~ ~ oa ,~3~ P~ ~a, DESIGN BY: LSd nC i~ I=
0745513..03 , i ~ ~ - _ _ _
i Q 32.01 ~ ~ ~ So~ & n ,1'; • 1 \ J r ~
~ E won NAfL ~ ~ 11010 Riven Ridge Road Rakig6, Na .Environmental Consultants PA ~ -.:'1~ . ~ ~i; _ _ ; ~ ~ L 1ge Road Rakigh, Nash C®olioa 21614 Phone; [phone] ~ Par: [phone]
i GRAPHIC SCALE - ~ ~ ~ „ www.SaodEC.alm ez ALP 6 - a ~ ~y~ • u~e 't i F. h ~ _ - -
1 = 100' INV= 3 I i ~ . l'. n~ v~ / _ ~ 1 - _ ~
r
~ • 100 0 100 200 ~ ~ 1 ~ ~ ,'f".- -r , ca_ ~ 990
r~ z2r_
_ _ ~ ~ NAIL DC~ - . - 1------- /
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Ri i'tU IN'J= 3G4.38
/ -
FIG.
Designer Scale 5
PAJ 1"=100'
Drawn By Date ~
MM 7-17-02 ~ -
Checked By 6683
ENGINEERS I PLANNERS I SURVEYORS
MO 6683/ STREANS_BUfFERS 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] faX: 919- -
467 6008 www.withersravenel.com