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LEGEND z
~ COMPUTED POINT 8061 ~ 1~0 ~ ~a r
® NEW IRON PIPE m
~ PROPOSED CONC. MON, LINE TABLE LINE TABLE ~ ti
0 IRON PIPE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TA L EXISTING RP
~ EXISTING PK NAIL ~ TI G CONC, MON, LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LI EXI5 N SCE LINE BEARING DISTANCE LINE BEARING DISTANCE
L1 S52°30'32"E 43.74' L1 1 844°46'21 "W 55.35' L21 N29°56'00°E 22.24' L31 N18°47'52"W 27.02' L41 NO°59'20"E 12.87' L 7' L51 N60°17'07"E 3.65' L61 N40°47'52"E 17.34'
8' L52 N35°01'29"E 22.10' L62 N16°05'39°E 19.33'
L2 816°42'27"E 41.53' L12 S39°58'40"W 23.73' L22 N3°13'14"W 32.68' L32 N62°55'36"W 22.75' L42 N4°46'25"W 21.08' L~ SITE
L3 832°35'08"E 36.03' L13 S10°29'21"W 48.82' L23 N10°07'43"W 36.05' L33 N84'S9'36"W 24,98' L43 N8°17'18"W 28.39' L' g' L53 N22°16'24"E 10.76' i,'~/ 1~1
.95' L24 N27°18'03"W 28.99' L34 N3°20'08"W 10.37' L44 NO°47'11"E 6.95' L• L4 S8°09'00°E 50.77` L14 S15°04 46 W 33 ,~!t Y. ~ 5' L54 N25° 10' 1 8"E 24.50' `~'~r'~~~~/ a}~_
1' L55 N2°29'33"W 10.42'
L5 S2°30'30"W 49.42' L15 S1°20'23"W 28.44' L25 N12°29'30"W 37.32' L35 N9°41'08"W 19.92' L45 N36'25'02"E 5_24' L!
L26 .85' L36 N3°53'51 "E 25.54' L46 N73'25'S4"E 10.89' LI L6 S28° 1 9' 15"W 35.03' L16 S 1 1 ° 18' 12"W 33.05 N50°32 05 E 22 g' L56 N12°46'28"W 24.36'
L17 S12°10'31°W 39.59' L27 N33°55'54"E 19.54' L37 886°54'D6"E 24.28' L47 N85°29'30"E 8.47' L' L7 S24°29 10 W 27.42 7' L57 N38° 1 9'26"W 1 D.96'
5' L58 N63°27'46°W 7,09'
' 1' L28 N70°42'35"E 31.55' L38 S57°07'11 "E 10,90' L48 S85°55'10"E 9.35' L L8 823°06'08"W 30.92 L18 851°53 47 W 29.9
L9 826°43'05"W 45.77' L19 N21°07'34"W 21.83' L29 N26°22'42"E 30.57' L39 N59'41'09"E 65.67' L49 N88'05'35"E 6.67' L 7' L59 N30°0556"W 9.94'
L10 S37°51'18"W 53.61' L20 N84°32'43"W 21.45' L30 N13°36'38"E 27.18' L40 N45°02'05"W 5,34'. L50 N75'50'37"E 12.03' Li 3' L60 N23°59'19"E 13.37'
0
n
0 LOCATION MAP
Scale 1" = 500'
I ! ~I
d i~ - 1 ~
~ u~ - ~ / ! NOW OR FORMERLY I 9S ° ~ ~ t
6 I ~r I BUNN EAGLES FARM, LLC ~ q / DB 1584 Pg 605 . • ~ 0 8 ~ /
tt f Li i , / ~ Pin #3713-57-9600 . ~ ' ~ ~ ~'y ~ D
f71 I m i _ / I / ~ 12~, ? s ~
I ' / • ~
I ~ ~ • ~6~ ~ PROPOSED E.0•P. > ~ ~ .
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INTERSECTION POINT ON THE NORTHERN R/W OF ` A NG THE ~ I C..' PEPPERMILL DRIVE LOCATED 775,97 LO , . BUP / NOW OR FORMERLY \ 96 \ g ~O ~Dc ~ ~ ~ . i . ~ • BUNN EAGLES FARM, LLC ~ ~
I ,r n NORTHERN R/W OF PEPPERMILL DRIVE TO A 3~ ~ D8 1584 Pg 605 ~ ~ \ F,R~;n ' ~ i'
~ m~ E IT INTERSECTS THE NORTHERN R/W 23' P POINT WHER 1 0 o OF WEST NASH STREET 123 Pin #3713-57-9600 ~6~ \ ~ F,~
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• ' BEGIN PROPOSED PAVEMENT `.p j ~ I k / ~ Cry
E i
~ I ~ ° NOW OR FORMERLY ~ 52 , q ~ , ~ Q ~ \ ~,Q`6®Q 3~'~~~` PROPOSED E•O,P. ~ ~~n /
BUNK EAGLES FARM, LLC L ~ DB 1720 P 300 Q ~ ~ ~
NC GRID P 30 P 9 50 © I~ ~ COORDINATES B 9 1 ~ ~ w
~ NAD 27 Pin X3713-49-9934 ro ~ ~ , .._j I ( ) m i L49 ~ ~ ~ Q ~e Dc \ \
° N-736518.9787 o ~ 1~1 N ~ E=2314689.5719 ~ L50 a ~ ^a $ I ~ ~ L51~ ~ m 1 ~ ~ , ~ ~ O~
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L4 ~ L40 v ( / '
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DRIVE PEPPERMILL I ~ L35P ` (60 PUBLIG RIVI~
° ~ I - ~ ~~,.w,..~..,° P L34 - ~ a. ~ PB 30, Pg 150
~,rP \ EXISTING E.0•P•
~ ,A~~ .m'~~e ~ w .o.-re r.r® a®.m ^ormA' 11 ~ Sjl P P -i:,~. N ~ 24 ST. SEW, v a
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. ~ ~ _ ~f .SEWER Z ~ P ~ RI ~ ~ ~ .m - ~._1 ~ a EXIST. 8 ~ SAN ~ ~ \ 0~ • / > ~ 1 r ~ 3 /
j ..a. .mss,.. w ~ _ _ .,.,a. ~ ~ - ~ _ a - Bey
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N I `0 ~ ~ ' WETjANflS TQ RE ~I~ ° DS TR REt~11~t `O,Q9 -QC,`~ ! ~ ~ I
u ~ I G ° ti ~ I q1 l28 ~ ~P" ' ~ ~ i ~ ~S ~
- o l0 P ~ i (NAD 27) NC GRID ` a ~ "
o ` COORDINATES 26 P " P P J ~ ~ ~ N=736711,9836 „ ~ C i
E=2315180.3885
o ~ ~ ~ P P ~ 1 i ~ ~ m S34°26'00 E J ~ L Leh I I '1~, ~ ®,,o
Q I n1 ~ 27.55' 2 NOW OR FORMERLY 1,~ I TYPICAL ( ~ / ,~j/~ O,/ PROP, HOUSE , ~ . ~j~
~ I ~ F ~ v) P P _ BUNN EAGLES ARM, LLC ( , AND DRIVE I~ NOW OR FORMERLY ~ / °,'r d~
I ~ I ~ PB 34 Pg 20 ~r P ~ ~ ~ Pin #3713-56-0589 N ~ ~ ~ I ~ • ~ BUNN EAGLES FARM, LLC / ~~f r'
I ~ J " ~ ~ DB 1584 Pg 605 1. ~ r,'~
o ~ V •'P". NC GRID co ~ COORDINATES ° 1 I " I Pin X3713-57-9600 \ ? % ~
u (NAD 27} ~ ~ I ~ - ~ q` "
I N=736515.8962 ~i " • v E ~ ~ ~ ° , E=2315200.3082 , . f ~ I 25' / ~ r ~
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o I I I ° ~2 • ~ ~ / I / d I ` 128, ' ~ , I • 110 242) r
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r. ' ' ~ gpOK 28. PAGE J
J 11 o NREE (PIA 1 /
~ NOW OR FORMERLY " ' N3T33'41 "W ~ • " ' j BUNN EAGLES FARM, LLC g ~ ' • RM SECTION ~ I~
w 1 11.35' 20 , , z I 08 1584 Pg 605 L18 . 110 Ep61.E FA ~ ~ ~I i
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i I L.-~' 92 I (I ~ I ~
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0
a U 0
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° NOTES 0
1, AREAS COMPUTED BY COORDINATES,
° 2, DISTANCES ARE GROUND DISTANCES AND FEET, ~I
a
REFERENCES
1. COORDINATE SYSTEM IS IN NORTH CAROLINA STATE a
PLANE GRID (NAD 27), REFERENCE (P,B, 28, Pg 242)
c 2, WETLAND DELINEATION PERFORMED 8Y SOIL, WATER & J
ENVIRONMENTAL GROUP (SWE), WETLAND5 HAVE BEEN ~~-oa.a.3~3
DETERMINED TO BE ISOLATED BY U,S. ARMY CORPS OF
ENGINEERS, LOCATION HAS BEEN VERIFIED BY LAUREN COBB WITH NCDENR, 0 25 so 100 200 300
3, BOUNDARY DRAWN FROM PB 34, Pg 20 ; PB 30, Pg 150 Graphic Scale: 1"=30'
ANU JUMt YILLU VGJtR VH 1lVrvJ.
REVISION DATE BY DATE DECEMBER 2007
UPDATE WETLAND LOCATION 10-07-08 SPH SCALE W.O. # 06104
GREE ENGINEERING EAGLE" FARM, IN( W E T O LA F.B. I N # CADFILE; 06104-WL-IMPACLDWG
BJNN 1 ° 50 COGOFILE:
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT CHANGE DATE:OCT, 07, 2008 PGC
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893 ImAmro"ACT mlwmlAP
_ TEL [phone] FAX [phone] [e-mail] CITY OF WILSON, WILSON TOWNSHIP WILSON COUNTY, NI T, NORTH CAROLINA sIET N0, 1 OF 1
44-8-2

1 a ~ TBM ~
RAILROAD SPIKE IN POWER POLE LOCATED IN yes
FRONT OF F000 LION. ~ Aw P P ' ~ o0 is oar
ELEVATION 152.96 107 r? a
TBM 2 ~ M~
PK NAIL LOCATED AT CENTER LINE- STATION - ~ \ 102 0
8+00 OF PEPPERMILL ORNE, PR P N P ATI 1 1 0. MH 5 0~o P 7 1 ELEV ON 42.6 02 1
TBM #3 ~ _ _ _ - - l 105 ALL CONSTRUCTION SHALL COMPLY WITH
RAILROAD SPIKE IN 12" GUM TREE LOCATED AT ' ~ ~,r APPLICABLE '~L
STATION t +75 ~ 30' LT RED BAY LANE. SPECIFICATIONS OF THE LOCAL GOVERNING BODY.
ELEVATION 143,44
PROP, MH 4 ~ ~ UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY, CONTRACTOR SHAL
o h ,e , s oo ~ FOR VERIFYING THE LOCATION OF ALL EXISTING ONSIBLE
PROP. MH 3 UTILITIES AND SERVICES WHETHER SHOWN ON PLANS
~ ~ ~ 0 101 PROP. FES d~ PROP, H 3 OR NOT,
O 2 r.0 \ ~ ~4 100 p p
PROP,CB 6 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
I•. W ~ ~ yti 3 ' ; ~ I REPLACEMENT OF THESE FACILITIES IF DAMAGED
W Q ~ 101 ~ 3 ~ ~ ~
t. 94 EXISTING MANHOLE X3782 SHALL BE CORE DRILLED
~ t 106 ~ FOR CONNECTION OF PROPOSED 8"~ SANITARY SEWER.
~ , C I ALL SUITABLE WASTE MATERIAL SHALL BE SPREAD OUT
fi 95 'J7 ~ ON LOTS 95-101, TOPSOIL do OVERBURDEN SHALL BE
U 7, J ill a oo m STRIPED FROM THESE LOTS AND REPLACED UPON
: ~ COMPLETION OF PROJECT, CONTRACTOR TO VERIFY Z
PC = 15+00.17 ~ DISPOSABLE AREA WITH ENGINEER/OWNER PRIOR TO
~ BC 42.47 L ~ 7 1~ ' ' STARTING WORK.
® 96 PROP, m CB 4A ~ ~ r m' ~ I ~ ~ MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN WATER ,
CURVE = c2 STA 14+71.31 rn 99 9$ LENCrR = 321.71' ~ ~ 10 0 Q ~ MAIN AND SANITARY SEWER LINES.
g7 - ~ 98.50 LT , 0 W RADIUS 1000.00' A DELTA = 18'25'57" PRC = 74+76.16 2SR ~1 OJT i i
N 5®' X 2®' X ISOLATED WETLAND ' TANGENT = 162.28' ®BC 18.5D' LT EX. MH 3782
pp~~^ GRAVEL CONSTR CTI N LIMIT CHORD = 32D.32' Gp ~ , STA 15+15.49 ®1.25' RT = v, U 0 DIRECTION = 52733'35 W STA 3+55.24 RED BAY LANE ~ 107
ENTRANCE r ro ~ ~ D D ~ I,
E, MH 3901 Ex. CB #3522 • ~ W Z ~ - STA 8+08.39 ~ ~ o Z goo PROP, FES 3
~ STA 7+30.03 @ 18.50' LT /~y~ ~ ~ ~ -X~ Q~ ~ ~ 170 1 1 W Q 1 Ill, ~ 20' DRAIN. STA 2+50.00 BASEMENT EASEMENT "Afl
~G P , PP - / ~ , ` ` ~ o - i CURVE = C1 ` o ; ~ ry ;b ---o o
1 /gyp ' CENGTH = 217.12' ~ t~ / / ,Q- PROP. CB 9 N O QN
~ ° RADIUS' = 300,00" ~ / ry~ T o _ ~ S A 15+28.67 ®19.42 RT 1 , 4 DELTA ='41'2758" ~ ~ ~ G2 I ~ O O ~ } ~ ~ p
8 ~ ,TANGENT = 113.56 STA 3+36.85 ®14,41' T 1 , , ~ P , CHORD = 212.41' ~ ~ p PROP. CB 4 R N
~ DIRECTI - ~ a RED BAY LAN ^ N39'04'36°E' ~ STA 94+71.1 ' , ~ ' 3 PROP,CB 6 .
o a ~ , ° ~ . PROP. ~ 18.50' RT "°°'~M~ CB 2 j EX. MH B 6. ~ PROP, CB 8 E®P # 1 I .EROSION CONTROL NOTES° STA 0+15.50 =STA 6+73.68 L = 20®
~ ~ U ' STA t o X3932 PROP, FES 2 t ,.g 4 , D 50.D0 ~ STA 13+25.31 PCC = 74+71.3 2 ' ®15.50' RT RED BAY LANE SEEDING AND MULCHING TO BE APPLIED WITHIN 15 DAYS
~ ro ? ~ ~ e ;~.8a~ ®10.54' RT BC 18.50' RT ' , co 18.50 LT _ W ° 23' OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY
~ o o r _ + ~^y~,,,~.- ~ ~ ' ~ PC - 14+97.43 88 95 ' `0 ~ 1 ~ ~ P P 1 ®BC 44,63 RT ~ I g r D = 2' STABILIZED, r \ s ao 106 CLASS "B° STONE
° ~ ° , - STA 13+46.28 1 - ' am
~ wow - e~w ~ 18.50 RT EX. CB 3521 ~ ° 8~ ' r I SILT FENCE TO BE INSTALLED AS SHOWN OR AS OEEMEO / NECESSARY BY VISUAL OBSERVATION.
STA 8+08.39 , Rip \b Ci _ 0 5~ q I ~ ' ~ 18.50' RT ~ _°+~F 1a~ , ~Q
~~r SILT FENCE
' ~ , ~ ~ ` ~ 87 1 ~ ~(y'.. , P P. 1 ~ 1 ;1EX. MH 3787 ~ •d' , TBM 2 , rup k # ~ / ~ P P, 7
. 'STA 8+62.72 _ ~ Q ' ELEV, 142.61 - ~ " i~' - 86 50 X 20 X 6 s ~~GQ~ INLET PROTECTOR
.'®18,50RT co 3.~,~ - ~ ~ EX. MH 3925 GRAVEL CONSTRUCTION '
$2 STA 10+29.59 PROP. CB 3 ~ ~q1 e~ . ~ 9., r Rr ENTRANCE ; ~ e e I ROCK CHECK DAM e o
• STA i 0+50.00 : e-a I / s DISSIPATER PAO
. ~ ~ 83 ®18.5 ' T 85 NOTE: 1 1 3t ~ ~ ~ 73 00 PROP, FES 1 84 0 R 15D' Rlw 94
STA 8+50.00 ~ ALL STORM DRAIN PIPE BETWEEN CB ~1, ~2, I I PROP. MH 3 SEDIMENT TRAP/FILTER BERM ~
® 27.50' RT ~3 & X10 SHALL HAVE A 6"- 57 STONE II li PROP. MH REDOING. SEE DETAIL SHEET 3.
LIMITS OF DISTURBANCE
ASE T ~
PVI STA = 10+50.00 - ~ 1p ~ ~ ~ _ ~ PVI STA ®13+00,00 ~ ' J ~ _ _ _ ELEV. ®141 84 J
: ELEV. = 142.84 +o^~-+~~-~' N-oi•'~o VC ®250 - ~ ~ + + ~ . o -
: : 250 ~ . _
150 ~ ~ ~ ~ ~ ~ ~ - ~ T O ~ II - II _ _ W
U~ UN 0 > II m - U ~ - QC ~ _ U J ~ U J
d®W Q®W a W
- - _ q ~ - - N 8 150.
-
145 _ ~ - - °
t _
~T - J _ _ ~ -
II ~ ~ - O,_4 ~ I 1 I , - - - - - - 145
- - O I I " _ o~P 0,80 PROP. 24 ~ ST. SEWER -
<<°v r 1140 - - - oP _ ~ i -ROP-R I
I I •c ° c/L ~ P II PIPE ~ 0,4090 _ O I I L J IN _ _ _ _ EXIS - -
I i I I - - . . _ - A I - _ - ~ i t / 1 1
- I 1 _ _ _ _ _ _ E ER PIPE ® PROP, 18 ~ ~ ~ _ 140
0.40 i, ' i; i ~ _ - ST, SEWER " _ _ EXISTIN 8°p SANITARY SEWER MAIN 0.41% IP - ' P - , PROP. 18"~ E 0.4 I I . H - - _ / i ~ C ~RqQ EQ p~p,INPGE - -
- 2~ - - I - _ • SEWER PIPE ~ , 135 _ _ - E - _ _ ®,4®i0 k' i ~ ~ . F ®C/~ OF PROPOS ~s~y - -
y XISTIN - ° G $ m SANITARY SE tL - _ WER MAIN ~ 0,53 - i - % _ I I I - ~\2~ - - -
- _ _ - - - EXISTING 8'm SANITARY SEWER MAIN __I i ~ - \ - - _ t 35
° 0.37 J y _ _ ,PROP, 3p"~y ST, SEWER PIPE ~ 0.489; ~ - -
0 a -
t 30 - - - -
0 _ ~ - _ ~ - - -
. _ II _ 130
0 1 _ ~J M~ - - _ _
Y5 ~ _ ~ ~ - ~ ~ a rY ~ ~ ~ r .r r ~ r
n _ Q o w
~ ~ J ~ ~ h ~i o0 Qc0 N _ N _ ~ _ ~t ' m m - - 00
0 0 ~ N - - - - - - - ~ OO 00 01 125
t 20 ' o 1. q Ir'1,n - ° o ~ o ~ ~ - ~ N ~ u U Q4 co
II O N~ O OI~° I~Nh ®N~ 'NlC1 UNM~ M~'I(1 a 'a'Q n W01trj v ~ N ro O (j M1 Z N Q r1 N ai - _ W i- W
o ~~a-~~ (/1~1 N - ~ W +r~ _W - 0 0~'d'M ®^~'M ph~'M o ppO Off' c _ C9 ° ~ ~ o - _ o + + O N O ~ Q W + ^ W W ~ Q r.
Q' z ~ u p z ~ II ~ d ~ o d II D. r. II II O M p U1 at ~ er ~ N + + } ~ 120
- - II . ~ wll oq oqa ~ oqa • - o a • o a'' ° aru o,.n a u ~ ~ u - z _ _ -
_ x~o~ XQO' __~i••• ~~-O o ~e°O QCtq-O O d 0. o L z _ q O a O d w 0. W II U z a _ a ~ - - ~ q o o tt5 w~~_ w~7~_ N _ a~ne°_ av1~_ - - o ~~o ~~-o ~~o qq°0'y ~ W - s O - ~ O Q'FI-W a N 0. U1 F- _ ~ ~ O GO _ o - E ~ _
a. 0. Ul F- a fl1 h- _ Z m c, a ~ o ~ o d t!1 to G: F- _ ~ 6q iet I- ~ m ~ W -
- - _ - w - a° - _ Z I- . fn - - -
- O - o tq- W W N ~ N" N~N~ W ~ - Z _ _ 11 S
_ M II ~ U'1 m ~ ~ ~ ~ u7 N - W W r. - ' - ~ A r7N~ II W I W U1 W - -
~ _ _ w •0. - W 110 ~ ~ v _ I ~ ~ ® -
~ - o ~ a w ~ ~ ~ E. J p ~ s tD q W ai - ~ _ O ® 00 z O Os E' W - - - ~W~~ ~ - - -
~ ~ Q , ~®rn m ~ro VNt00 - - t- I N ~ W ~ - - Z r ~ r7 ~ z u~ co O . et G ~
_ _ - ~ p Vl } ~ ~ ~ UI ® UI 4 W~R~°'~____ ®0 110
II °~'II O ® 0 II ~ - ~ - ~ . ~O- z u d z II ® d II m W N -
_ ~ _ d m 11 II ~ + _ a N it o a ~ ®a ~ - - - -
° 105 - - - - X ~ ~ > a - - tx x Q o ~ > QC t- t- ~ E- a- W O Z - w ~a_ avltn_ atntn~~ a n ~ ~ ~ ? ~ F ° - - - -
Q 8+00 9+00 to+nn ~,,^fl e_ -a~-- -
TV~ 7z+W 13+00 14+00 15+00 0+00 105
0+00 1+00 2+00 3+00 4+00 5+00
GREEN ENGINEERING EAGLE Ar'M
REVISION DATE BY DATE: OCTOBER 2005
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT I """i" ADD CATCH BASIN 4A & RESIZE STORM 5-24-2006 LG,III p~ p
SEWER PIPE ON RED BAY FROM 18" TO 24 GRAPHIC SCALES PROJECT N0; BONNE 069
303 N. GOLDSBORO ST. P.O. BOX 609 WILSON, N.C. 27893 SECTION XII ]ON RED BAY LANE AND PEPPERMILL DR 8-28-2006 LG,III ~CADFILE: 05069-BM2DWG
TEL [phone] FAX [phone] OFFICE ~O GREENENG.COM CONSTRUCTIC~N PLAN ADD NOTE AND REROUTED WATER MAIN a ZS SO 100 F B ADDED NOTE AT PEPPERMILL DRIVE FOR ASCII FILE: CATCHBASINS 1, 2 3 & 10 2-8-2007 LG,III Q PROFILE (HORIZONTAL) CHANGED DATE:OCT, 07, 2008 PGC
' CITY OF WILSON WILSON COUNTY 1~' ADDED WETLANDS 0-07-200 SPH 10 ®U -~y i l N.C. PROFILE (VERTICAL) SHEET NO. 1 OF 2
44-A-44

' ~ '
T : EROSION CONTROL NOTES:
I T®M ~ 1 , ~ "
RAILROAD SPIKE IN POWER POLE LOCATED IN PROP. CO 3 ~ • gg ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLI LE SEEDING ANO MULCHING TO BE APPLIED WITHIN 15 DAYS
T F FOOD LION: PROP. C® 2 , FRON 0 m ~ 98 ISOLATED WETLAND LIMIT ELEVATION 152.96 ~ , , SPECIFICATIONS OF THE LOCAL GOVERNING BODY. OF ALL LAND DISTURBING ACTIVITIES NOT PREVIOUSLY
g 98 T®M ~2 ~ - 98 STABILIZED. UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
PK NAIL LOCATED AT CENTER LINE° STATION ~ ~ , CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE SILT FENCE TO BE INSTALLED AS SHOWN OR AS DEEMED
F P PP RMILL ORNE. ~ ' 8+00 0 E E CURVE = c, 97 LOCATION OF ALL EXISTING UTILITIES AND SERVICES NECESSARY BY VISUAL OBSERVATION,
ELEVATION 142.61 LENGTN = 217.12' WHETHER SHOWN ON PLANS OR NOT.
RADIUS = 300.00' , - ~ " TBM p3 A DELTA = 41'2758" i ~ ` SILT FENCE
RAILROAD SPIKE IN 12°° GUM TREE LOCATED AT TANGENT = „3s6' " 96 ° CHORD = 292.41' ~ t . 101 CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
STATION i +75 ®3O LT RED BAY LANE. DIRECTION = N39'OA'36"E ~ ~ ~ ~ , REPLACEMENT OF THESE FACILITIES IF DAMAGED. INLET PROTECTOR
ELEVATION 143.44 ~ • ®p , EXISTING MANHOLE X3782 SHALL BE CORE DRILLED FOR ROCK CHECK OAM
1 t ~ 97 , CONNECTION OF PROPOSED 8"~ SANITARY SEWER. ~
DISSIPATER PAD
~ ~ ~ - ALL SUITABLE WASTE MATERIAL SHALL BE SPREAD OUT ON -
N 1 10 101 LOTS 95-101, TOPSOIL & OVERBURDEN SHALL BE STRIPED SEDIMENT TRAP/FILTER BERM ;
FROM THESE LOTS AND REPLACED UPON COMPLETION OF
PROJECT, CONTRACTOR TO VERIFY DISPOSABLE AREA TH LIMITS 4F DISTURBANCE - ~ ~ -
102 ENGINEER/OWNER PRIOR TO STARTING WORK.
G` MAINTAIN 10° HORIZONTAL SEPARATION BETWEEN WATER
100 ~z ~ MAIN AND SANITARY SEWER. EX. CB 3840
gygls ~ i m~ STA 14+54.18 / EX. CB 3863 ®4.98' LT
1 , PRC = 8+39.47 ~ @ 8C 29.31' LT = 8+39.47 'I STA 11+16,61 EX. CB 3846 29.31' LT ~ STA 13+54.04 - _ , - ~ 32.77' LT
~ Q 4.98' LT _ _ , . _
96 EX. CB 3859 a s ~ ~ STA 11+44.48 20~ ~j~Y EASEMEN? ..-i,.= " - p~ ~ ZgpRCP.B? o"'".~.
86 I CURVE = C2 @ BC 15.504 LT EX. FES 3775 1 ©5.03' LTr, ~ J,F„
~ LENGTH = 321.71' n ~ RADIUS = 1000.00' h SRI 30' urlLan sTA 1a+s1.1o ~ ~ (t PROP. MH~8 h P~~ STA = 9+D5,42 EASEMENT ~ 8.93' RT ~""`4~~N j~ ~t_,__-{~ `1 1
, ~ DELTA = 18'25'57" gyp. y0 TANGENT = 162.26' 0 80W ~W /ao' yp~ BACK OF CURB ~ ~ ~ _ gOSAN .~-.,,,,~~~?'~T ~p a
CHORD = 320.32' 100 ~ ~ ~ ~ DIRECTION = 82733'35"W ~ - - - ---$p$ o m_~~ -°o II STA 14+50.00 . ` o.... 1 EX. CB 3840
ro o EX. MH 3932 ~ 0 0 ~ ~ 248RCPST I 2teRCP~a*T° PROP. MH 7 ~ i~ ~ ~ } ®z s221Rro
~ ~ ~ ' ~ P P MH STA 13+00.00 s1A is+85 s ~ i~ ~
PROP. CB 10 _ _ - P P P P MH ~ ' ~ P P I 1 ®26.64' RT 1 li
' a"g STA 8 W ~ PC = 8+04.97 60' R~ 2 @ BC 15.50' RT ~ STA 8+67,42 STA 10+61.10 STA 11 +32.52 111 1
, ~ 105 0 I PROP. C8 6 ~ ~ 10.00' RT ~ i~ II
~ 87 ~ STA 5+93.84 ~ z , I ~ EMOVE EXISTING 18 AND
1 I 95 15.50° LT o ~S ORgi PRC = 8+39.47 = 8+39.47 24" FES AND CONNECT i ~ c 2- 9:31r EXISTING 18"AND 24"~ - - - ~ - ~
I PROPOSED 8„~ DI WATER MAIN ~ o eMfNr @ 8G 29:31 LT ~ I PROP. FES 2 ~ \
I (STA 3+26.85 TO 3+66.35 STA 5+93.84 103 STORM DRAIN TO ~ PROPOSED DI 1 ~ 1 ~ ~ _ E
~ T THAN MINIMUM ~ \ i T P OUE O LESS 25.00° LT ' ~ EXIS . E.O. SEPARATION WITH STORM SEWER ~ , ( ~ ~ ~ STORM DRAIN SCHEDULE ~ .
m ~ F ~ I ~ qS \ 104 ~ 1
1 H I F IN 'PROP. CB 4A ~ F A ~ I q, I _ ~ ~ , ~ GLE FARM SECTION - _I
I TBM 3 PRC = 3+73.61 s P EIEV, 143,61 PROP• CB 4 @ Bc~--ss:1T ~T ~P PR P CB 8 n= ~ 0013, ( ~ ~ r. i _ - 7.
PROP. E.O.. _ , i 0 FROM ~ TO PIPE ~ INLE( 't TOTAIv, INLET ~ PIPE ~ itAEOF 11N1EN61TM~ RUNOFF~D CHRG~ SLOPE I`_ Dtheo SIZE f 4idi LENGTN,SEGhENTi INVERT ~ INVERT RUN AREA C PREA TfAE TINE GONC ~ ~ COEFF ~ ' PIPE I TIME
® I @ BC 36.40647 7 ~ _ ~ STA 6+73.68 ~ 15.50° RT PC - 3+98.58 ~ i 1 06 ~ PC = 3+11.44 ~ „ „ ~ k~. i(ACRES)I(ACRE6) (MN),L...~M._._IMNI...pNINR). „(CF&),., (PiIFf1.,wONCHE$1'ONCHEB) (FTISEC),1 (FI) .I,.,PdM..,i.,_'a, I ~
~ ~ EX. MANHOLE E7(. MH 3787 @ 8C 15.50' LT ~ T ~ M NT A 1 STA 1+e1s2 @ Bc 15,so' LT ~ s SAO 5 50 EASE E STA 0+21,10 S. - _ CB#1 ~ CB#1 1 1 0.8D 0.80 15 003 ~ 15 527 09S 1.7 00154 8.3 19 85 13 ~ 003 i 137.7 137SD ' FES # 1 I ~CB#3 2 110 j 200 ~ 15 ~ DBB ~ 1503 ~ 527 L. 0.35 37 ~ OA039 ' 946 j 15 ~ 33 1B0 I D86 1375 + 13675 I ~ , _f
- 1~ ry u~ O.~ 'C ~ , w Q~ PROP. MH 4
~ ~ se ~ ~ ~ STA 6+21.41 Q B~Y4 8roW w o 8qW s ~ ~ CB#3, CB# DL. 3 12D I 420 I 15 ~ D194- x_,1598__ 513_x_.035 .x._75... OA040 I_ 18.9 r _18 ~ _37 I 300 134 ~ 13675 113556
a ~ o. ~ a STA 5+93.84 ~ CB#16 CB#4 4 ~ 1.4 560 ~ 15 T 062 1733 ~ 4.98 1 035 ~ B7 DA042 ~ 20.6 ~ 48 39 ~ 120 ~ 0.52 ~ 13558 113606 I ~ I
~ o o I ~ o. ~ . ~ . , ' (j„J ®15.50 RT CB#4A ~ CB#4 1 12 12 ~ 15 " 011 I 150D ~ 527 ~-0.35 ~ 22 OAi18 ~ 8T I 15 I 57 ~ 37 I D11 13580 ~ 13506
J - ---r-----'" o`' ~ CB#4 I CB#8 5 04 483 035 124 v--8~~ 0.0097 22.8 I 24 47 55 1 ~02D 135A6 ~ 13483 Y _ i _ _
~ - - - - - --r - - - - STa 5+07.43 O~/ r P STA 3+55.242RE0 6AY LANE = 7 CB#8 ~ CB#5 ~ 9 750 ~ 15 (,,..0.69 1892 ~ 486 0.35 ~ 12-~ OAD42 ~ 299 ~ 24 44 156 1 05B 19483 ~ 13428 6 0 _ , . CB#5 I CB#7 7 0.4 ~ 79 I 15 } 042 , 18.54 481 ~ 095 i 13.3 OAD37~ 239 ~ 24 ~ 44 I 110 ~ ,D42 13426 ~ 13985 '
~ o e „ RO . STA 15+15.49 PEPPERMILL DRIVE 10 Q , 50 X 20 X 6 STA 3+36.85 ~ 14.41 IFES#2f ~ ~ I _ I , ( CB#B ! 1 075 I 075 15 ~ D.03 I i50D 527 ~ 035 ~ 14 OA190 8A 15 53 I 10 I 003 13680 13640 .
o GRAVEL CONSTRUCTION ° 94 W ~ 88 STA 15+28.67 ®19.42 RT 170 ' C8#6 I CB#7 ~ 2 I 14 216 { 15 012 I 1503~~~ 527 i D35 i 40 DA086-~ 138 ~ 15 42 i 31 D12 138A0 113620 1 1. ~ I -i i I 4( 1.. ~
' ~ ~ ENTRANCE PROP. CB 5 = PEPPERMILL DRIVE ' STA 4+91.97 99 99 1~# 7 cB # e : 6 D . 3
i a ~ ®15.50° RT A S T 2 ' 1026 ~ 15 ~ D 32 ~ 1886 j 4 77 ~ 035 I 171 OA038 ~ 258 1 24 44 86 ~ D32 ~ 13395 ~ 13353 CI#1„~ CB#B B ~ 25 25 ~ 15 109 1500.1 527 ~ D35 ~ 46 DA088 142 1 24 ~ 5B_„~ 367 I 109 13815 iii( 13353 _ 7 - .
CB#8 1_FES#3 iD ~ _ t T 1375,( 15 l D61_ i 19.47 ~_47D I -D35 .i. 22.6, DA048 279 I 3D ~ _6.8_ 210 ~ .061 ,,..13389 113283.
.
- - PVI STA = 1 +74.00 PVI STA = 3+50.00 - PVI STA = 5+95.00 4 - ELEV, = 140.54 ELEV. = 139.56
ELEV. 139.8 END EX, CURB _ VC = 250 VC = 200
- - - - - 150
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_ _ _ _ - - II U - II U II - II m II - o ~ v + M °n Y II s_ Q ~ .J EXISTING GRADE f~ C/L. QF EASEMENT "8;
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0 10° IN.EACH SIDE OF _ r-`- " . _ 0 - - 0.40 140 _ _ 0.409 R05S NG ~ ` / - j ~ 24°i RCP ~ ~ - - _ Si. SEW. 140 it Si. SEW.
- ~s iG II - FX!
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1----- PR P. 24 m ST. SEWS @ CAL GF - - - ° - _ _ II 10 MIN.EACH SIDE OF _ 7~ 8"~ SAN SEWER MAIN ~ 0.7796
_ II . _ _ 1 - - ~ 40~ „ SAN. SEWER MAIN N SEWER MAIN ~ 0,7 - -
I I _I I ~ 8 ~ D.I. SAN. 8 ~ 0 135 _ _ i , ii i W. ® .40% 8W~ SA ~ -
a i I r i 8"lb SAN. SEWER MAIN ®0.4096 - 135
_ _
- I EXISTING~B"0 SANITARY SEWER MAIN @ 0,40% „ •40q „ » R MAIN 0.6896 /o - R MAIN @ 0.40%____ - 6 SAN. SEWER MAIN PROP. 24 0 ~ - sEwE _ - R P. 24 0 ST. SEW v ~ I EXISTING S~ SANITARY ~ P O
y 5T. SEW. T. SEW. L - o - - - P 3 Pt _ - PE ®0. 7
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o_ - F i- Z 2 - Z ~ ~ - o _ . - - - - - o N - ~ d. d Uf Vl _ d (A - d N _ _ d t!1 f- _ _ d V! F- ~~'O xrQ-> xl~o> x4o> -xl~o>-x¢o> xrQ-o> xQO> atnl-~~~-W~z W~11-? W~~z W~,I-z W~,I-z Wv7~?- W~~z 115
~ 115 ~ n r ~ ~ ~ ~ o~ ~ pie
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- - J _ _ - - . o O - _ - O - - ~ M n ~ P 't n N . r ~~~n - ~NpN - ~o~® ~p~N - 110
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zo`D~ - QrnoW ~ ~ W -W ~ _ _ _ - ~
N ~ ~ f ® _ _ _ ~ - O - - O + II ~ O + II Opp II II `p+p II II - O ~ p ~ d ^ it II d r ~ U
II II II ~ a a ~ ~ ~ ° - O
xl-o~ x o MHO p: I- o - Q > w I- ~ 0 0. Uli° - - ~ ~ a. 4. d N t- _ Z _ - . x ~ z - - - - - ~Ul - - - - 105
105 W~~- 0
8+00 9+0 9+00 10+00 11+00 12+00 13+00 14+00 15+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+~
REVISION DATE BY DATE: OCTOBER 2005
GREEN ENGINEERING EAU"LE FARM REVISED TBMS 12-1-2005 TB GRAPHIC SCALES PROJECT No: BUNNE05069
ADD CATCH BASIN 4A & RESIZE STORM 0 25 50 100 F.B. 782
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