20081394 Ver 1_Site Plan_20080911

1
I, ERIC J. MOSER, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION;
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS NAD83 STATE PLANE COORDINATES c~R
DRAWN FROM INFORMATION FOUND IN BOOK AND PAGE AS SHOWN; THAT NORTHING: 964359.18 FQ THE RATION OF PRECISION AS CALCULATED IS 1:10,000. ~ ~G
FASTING: 1713137.47 N N
THIS SURVEY IS OF A NATURAL FEATURE. HELEN J. KWIAIKOWSKI SITE NN NN
SS MY ORIGINAL SIGNATURE REGISTRATION NUMBER AND SEAL THIS D.B. 293, P.G. 238 ~ WITNE , O
16th DAY OF JUNE, A.D., 2008. PARCEL# 118187 CHIEF MARTINS . i W. PIE IN S . W. PIEDMONT
~ ~ W. IDOL
1 t ~ 1 _ ~ I, ~ EROSIONAL M
_ i - ATE: ~ I ~ ; j , i\\ FEATURE S.3 0
ERIC J. MO PLS L 4697 " ' " v y / ~ ~ / \ ~ NON-JURISD a IPF 3/4 p \ ICTIONAL" z
,sss'4q.'38 ~ VICINITY MAP EROSIONAL i _ ~ ~ ~ /ICINITY MAP
i ~ r--- ~ (NOT TO SCALE FEATURE S.2 r 1 _ - "n - / OT TO SCALE)
NON,.,"ma 7 r ~ j ' % J ~ - L9°' ~ _ ~-._._,.~IPF 3 4 z ~„p "NON-JURISDICTIONAL" ~ ~ j i ~ - r,~ - ~
~ ~N1111NIIq,~ Si'~ ~ ~ ~
~r Q 9~'s ; ~ E ~ ~ 1~ t / , ~ ` 0 r ~ _ LEGEND F r i ~ t l \ j 0 ~ ~ -
SEAL , ; ~ f ~ ~
l•469 ~ _ ~ ~ I ' ! ~ 7 ~ ~ ~ ~ j BOUNDARI ~ ~ 1 . ~ j i ` ti~~ 0~ s l r t ~ ~ I ~ 1 , ' , V ~ i ~ - - ADJOINER BOUNDARY LINE
~ ~h UN~ i ~ ~ , r,,, ~ UNDERGRC ADJOINER PROPERTY LINE UNDERGROUND TELEPHONE LINE
'ti ~C 5 ~ ~ ~ I I ~ ~ i / ~ ~ ~ ~ i' J, ~ , / ~ r ~ i'" OVERHEAD NI OVERHEAD POWER LINE
~a~'~puN~~NwN~~ t , f l~ 1 ~ ~ ail,,'! 1 ~ ~ i i ~ „ s ~ ~ ~ ~ UNDERGRC ~ I ~ i i i ~ V ~ UNDERGROUND WATERLINE
' ~ V ' ~ ' ~ D T ~ ~ I ~ S ORM MF ~ ~ i ~ ~ 1 / ~ ~ D STORM MANHOLE
( ~ a l ; I I ` t i ! / 1 ~ ~ ~ wv WATER VA ~ i . ~ j ; I I ~ ~ ~ ~ D4 D4 WATER VALVE
1 ~ ~ ~ ~ t ~i f <a ~ ~ ~ \ ~ ~ ' ~ ` FIRE HYDF 1 i ~ A FIRE HYDRANT
` , , ',l ? I ® WATER ME 20 SANITARY SEWER EASEMEN`f ~ R y , ~ i MORTON ~C SHARPE, LLC t ® WATER METER
TOWN OF MADISON ` ~ ` i ; , , ~ ; • ~ Q SANITARY ~ r~- .I DB 919 PG 1960 ~ ~ ® SANITARY SEWER MANHOLE
D.B. 641, P.G. 319 \ 1 1 1~ t a i ! I 1 --7 ~ 1 . , ~ / '';,1 ~ \ PARCEL 118175 \ ~ ~ uT7uTY Pc 70b UTILITY POLE
~ ' ~ I ~ i ~ ~ ~ 7.35 ACRES ( ~ ~ LIGHT PoL I~ i ) ~ A I• ~ ' 0 LIGHT POLE
~ ti I I ~ , ,r" , ' t ~ ~ ( ? DROP INLE ,,~II (320,270 SQ. FT.) BUILDING ? DROP INLET
~ I I ~i ~ ;;I ~ I ~ R/W RIGHT OF ~ v ~ ~ ~ , ~ , ~ ~ 1 INCLUDING 0.36 ACRE ~ ! l cMP coRRUGAT t/W RIGHT OF WAY '.MP CORRUGATED METAL PIPE
0 ~ A ,A I ~ TP ,1 j) n ; (15,858 SQ. FT.) ~ MORTON &SHARPE, LLC PT. CALCULATI PT. CALCULATED POINT
Q ~ ~ ~ i ~ I ~ I ~ ,1 ~ ~ ~ ~ ~ I D.B. 919 P.G. 1160 CO SANITARY OCO SANITARY SEWER CLEAN OUT
o ~ ~ / ~ WITHIN ROAD RAW ~ ~ o ~ ~ i C ~ ~ ~ ti PARCELS 118175 ~ ~ \ ~ f \ ~ ~ 1 Ip ~ TELEPHONI P X TELEPHONE PEDESTAL
, ~ \ , ~ ~ ~ v 28.9 iv ~ i\ ~ ~ ? ~ \ IPF IRON PIPE MADISON-ROCKINGHAM ~ f i ~ ~ ,rte ~ ~ \ \ - ~ ® IRON PIPE FOUND
RESCUE SQUAD, ~ M i ~ ~ ~ j ( ~ ~ \ ~ ~ ~ \ o F40 WETLAND FLAG
I ~ ~ ~ ~ ~ NOTES. ®F40 WETLAND INCORPORATED m • ~ ~ , t \ ~ ~ o M ~ . \ \ ~ \ W
D.B. 1329, P.G. 2332 ~ \ , ~ \ _ ~ w \ ~ PARCEL 118175 ~ ' ~ ~ ~ ~ ALL DISTANCES ARE IN FEET US SURVEY FOOT A ;URVEY FOOT) AND DECIMALS
' M r ~ ~ 6 THEREOF AND REPRESENT HORIZONTAL GROUND d• \ ~ V \ 3Q ~ ~ DISTANCES UNLESS SHOWN OTHERWISE. ITAL GROUND
o ~ ~ o ~ \ ~ ~ ~ VISE.
"Y. ~ ~ ~ a ~ ~ ~ ~ o `-1 ~ \ ~ io THIS BOUNDARY SURVEY IS BASED ON EXISTING Pf \ \ ~ ~ W ON EXISTING PHYSICAL
z ~ \ ~ \ ~ EVIDENCE OBSERVED ON THE DATE OF THE FIELD ' ~ ~ ~ ~ \ ~ co NAME ~ ~ \ ~ ~ ~ ~ w• OF THE FIELD SURVEY.
' 6 ~ ` ~ 6 \ \ ` COORDINATE VALU S S OW 6 ~ u \ \ \ ? ~ ~ E H N HEREON ARE GRID (U'. TITLE ~ r' ~ S , _ ~ )N ARE GRID (US SURVEY
~ ~ k _ - o, - - - F00T) BASED ON THE NORTH CAROLINA STATE Plr - ~ ~ ~ i ~ ' ~ COORDINATE SYSTEM NAD 83. THE AVERAGE COMB ~ ~ 7RE y ASPHALT )LINA STATE PLANE AVERAGE COMBINED FACTOR
DATE r„r 5 _ ~ ~ AM No.S.1 ~ ~ v. USED FOR THE PROJECT WAS 0.99967927 "JURISDIC ~ ~ 967927
's,~ i , TIONAi~, INTERMIITE~NT- ~ ~1 ~ ~I \ . l4 _ _ _UNIMPORTANT" ~ . ~ INV. OUT: 629.24 THE LOCATION OF UTILITIES AS SHOWN HEREON, W ~r L3\.._ - - - i \ 36" CMP OWN HEREON, WHETHER PUBLIC OR
-L2 _ INV. OUT: ',617.04•; ~ ~ PRIVATE, ARE BASED ON LOCATION OF VISIBLE API THIS SURVEY ACCURATELY DEPICTS THE LANDWARD LIMITS OF ~ _ , L ~ _ - , - I pl INFORMATION PROVIDED BY OWNERS OF SAID UTILI' OF VISIBLE APPURTENANCES,
~ U.S. ARMY CORPS OF ENGINEERS REGULATROY JURISDICTION ON ! ~y a-~ ~~y , • , A \ ~ ~yL~ 5 OF SAID UTILITIES, IDENTIFICATIONS AND ARE APPROXIMATE ONLY.
THE STATE EMPLOYEES CREDIT UNION -MADISON PROJECT SITE, g~rL~ 0 i_ _ '_~("1 - /MARKINGS BY UTILITY LOCATOR, AND ARE APPR~ AS INSPECTED BY THE RALEIGH REGULATORY FIELD BRANCH OF 1 ~ ~ ; ~ ~ ~ l \ ~ ` OTHER UTILITIES WHICH WERE NOT OBSERVED AND s ~ / V ~ OBSERVED AND NOT SHOWN HEREON
' \ / 34 ~ i ~ MAY EXIST. IT IS THE 0 THE U.S. ARMY CORPS OF ENGINEERS ON JUNE 4, 2008. ~ ~ , ~ i / ~ I WNERS /TENANTS RESPOD ENANTS RESPONSIBILITY TO VERIFY
~ ~ ~ THE LOCATION PRIOR TO C M ~ f I 1 ~ 1 0 MENCEMENT OF ANY / _ / / MCKIM & CREED CANNOT ASSUME RESPONSIBILITY STREAM / 5 _ - EMENT OF ANY CONSTRUC110N. RESPONSIBILITY FOR
_ ,v_`__ ~ _ j _ ~ - ~8' ' -C/L SMIS~SIO LINE-4- / MISINDENTIFICATION OR OMISSION OF UNDERGROUNI TABLE , ~ F:DwG~lo4-162 i j % IF UNDERGROUND UTILITIES.
/ ;,i ~ / DUKE P WER DB 676, PG X963 LINE TABLE ~ ; / 34' l l j ~ ~
f - _!,_;r / ) , ~ f i _ THIS CERTIFIES THAT THIS COPY OF THIS LINE LENGTH BEARING , -Y' COPY OF THIS PLAT
- ' - i / i J j ~'L~' ACCURATELY DEPICTS THE BOUNDARY OF u 85.64 N88'44'48"W L~`~ ~ ~ / ~ ~ / J JURISDICTION OF SECTION 404 OF THE CL BOUNDARY OF THE 404 OF THE CLEAN WATER
L2 57.20 N86'09'35"W i• i ~ ~ / / -V-~ ACT IN THE AREAS IMPACTED BY THE PR l3 46.53 N87"13'19"w ~ ~ / /,r ~ i / %"J / ~ ~ PROPOSED ACTIVITY AS DETERMINED E3Y :TED BY THE PRESENT
l4 31.70 N65'4T17"W 620 ~ ' ~ ~ J )ETERMINED BY THE JE. UNLESS THERE IS A
" ~ / - % ~ / UNDERSIGNED ON THIS DATE. UNLESS TF L5 38.61 N61'0231 W - i 5 ~ j ; ~ 6`L / ~ / / ~ CHANGE IN THE LAW OR OUR PUBLISHED OUR PUBLISHED
L6 84.56 N74'33'32"W ~ ~ ~ / REGULATIONS THIS DETERMINATION OF SE ~ v 43.96 N5r36'o8"E / ~ ! ~ ' ~ - JURISDICTION~MAY BE RELIE UP N 0 !MINAIION OF SECTION 404
L8 36.11 $79'43'49°E / / / / ~ ~ D 0 F R ~ / ~ NOT TO EXCEED FIVE YEARS FROM THIS [ _IED UPON FOR A PERIOD ,RS FROM THIS DATE. THIS
L9 40.95 589'55'15"E - ~ r - i ~ / , r, ~ f ~ DETERMINATION WAS MADE UTILIZING THE L10 46.06 565'19'05°E _ / r % UTILIZING THE 1987 CORPS
L11 20.02 $88'02'58"E f _ / / r l/ % , / f ,5g OF ENGINEERS WETLANDS DELINEATION MI DELINEATION MANUAL.
~ ~ ~ ,IPF 3/4" NAME
/ " / $89'13'25"W 528.21 ~ _ - IPF 3/4 _ _ ~ ~ INV:635.78
GPS NOTE ~ ~ ~ ~ a ~ ~g INV:629.6~ INVy 635.6 12" CMP 1HE INITIAL POSITIONS FOR THIS PRO~CT WERE PRODUCED FROM A STA11C GPS o ~ ~ ~ ~ ~ ~ EP
OBSERVATION UTILIZING TRIMBLE 5700 DUAL FRE(AIFNCY RECEIVERS AND WERE o. - , " / ~-30.Q0' PT. - DATE
OMPU D BY NGS UTILIZING THE ONt1NE POSITIONING USER SERVICE OPUS pT. M ~ _ 00'~ R `4~ ~ J i $897325 W 529.01' / - - AND ARE RELATIVE TO THE FOLL04NNG NGS CORS BASE STA110NS. r i i So EP ~ r r= DIN LPm L9 Q '
uHlc1= i~„ 2TIN S..' S.R.: 119 ACA INV:631.93 L
PID DESIO+IATION LATITUDE LONGITUDE DISTANCE (M) ~ _e_ - DH5853 NCWS WtNSTON SALEM COBS ARP N360415.678 WOBOt337.750 42526.8 -
AI4198 HIPT HIGH POINT CORS ARP N355756.487 W0800048.938 47679.2 GRAPHIC SCALE SCALE SEP 11 2008
DF9213 N(~U BURLINGTON COBS ARP N360529.586 W0792612.176 58719.5 so o ~ so ~za VdETLAP DENR - WATER QUALM' 120 WETLANDS AND STQRMWATER B H
HORIZONTAL POSITIONS ARE REFERENCED TO NAD83 (2001)
VERTICAL POSITIONS ARE REFERENCED TO NAVD 1988 USING GEOID MODEL (~OIDD3 COMMNED (ACTOR = 0.99967927
PEAK TO PEAK: LAT=0.0026(m), LON=0.026(m), EL. HGT=0.034(m), ORTHO HGT=0.042(m) ( IN FEET )
)
DATE REVISION INITIAL SPECIFIC PURPOSE SURVEY PROJECT # :0151 ECT # : 01517-0174
OF PROJ. SVYR : E. M DRAWN BY : E. M SVYR : E. MOSER VN BY : E. MOSER
S.E.C.U. MADISON S~fE FIELD BK.: G 5. .D BK. : G 57-25
COMP. FILE : U:~t FILE : U: \1517\0174\MADISON
8020 TOWER POINT DRIVE FOR SHEET 1 # EET # : 1 OF 1
CHARLOTTE, NORTH CAROLINA 28227 08 1 39 4
PHONE: [phone] FAX: [phone] ~ ~ ( > ( ~ U.S. A CORPS OF ENGINEERS REGULATORY JURISDICTION
DATE: 6-16-08 SCALE:1 ~ = 60'
WG. # : SECU-MADISON-STREAM
s-ls-os STREAM SURVEY (DEUNEAlION) EJM Internet Site: http: //www.mckimcreed.com CITY OF MADISON ROCKINGHAM COUNTY NORTH CAROLINA DWG. # : SECT DATE: