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ABBREVIATIONS: LEGEND: CURVE TABLE
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PROPERTY LINE CURVE RADIUS LENGTH BEARING CHORD EIP =EXISTING IRON PIPE ~ Iq ~ ° 4r. z w o Z wo ~
LINE NOT SURVEYED C1 220.00 28.77 N19'33'45°W 28,75 EIS =EXISTING IRON STAKE POWER LINE P C2 1525.00 338.40 N85'45'00"E 337.70 EPK =EXISTING PK NAIL t~aaea~dn~ao~sa~vsoNy~ ~
SANITARY SEWER LINE S NIP =NEW IRON PIPE urrono a~ivrM • a~~a ~ ~2
CURB LINE _ - - - - INE TABLE EGM -EXISTING CONCRETE MONUMENT p 77 P 0° ° O oOG T fR CT ?s~, ---w.. 1 ,,e
EDGE OF GRAVEL , L ~ add CXAPS ~ OR ~z~ ENNfDY ~ r8~1111
PIPE _ _ _ _ _ - _ - LINE LENGTH BEARING WM =WATER METER STORM DRAIN Lt 101.99 S02'06'25"w M.B.L. =MINIMUM BUILDING LINE TELEPHONE PEDESTAL ~ ~2 ta72.55 S8T53'35"E RCP =REINFORCED CONCRETE PIPE 0
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° ~ T PR P RTY IS LOCATED IN A SPECIAL W
o FLOOD CERTIFICATION; THE SUBJEC 0 E OSION CONTROL LEGEND: WATERSHED NOTES. ER R AR A AS SCALED FROM MAPS PROVIDED BY F,E.MA. w FLOOD HAZA D E
I 1. AVERAGE SLOPE: 5-6% OR NORTH CAROLINA FLOOD PLAIN MAPPING. PRELIMINARY DATE NOVEMBER 30, 2006. -gF SILT FENCE p
2. SOIL TYPE; McB2 (Mecklenburg clay loam, Z-8%), McC2 PRELIMINARY DATE SEPTEMBER 26, 2007.
w TD TEMPORARY DIVERSION Mecklenbur Cla Loam, 8-15% SUBJECT TO VERIFICATION BY DETAILED FLOOD STUDY, 9 Y )
~ T TAL AREA; 32.56+ -AC MAP NUMBER 3710679600J, PANEL 6796 ~ 3. 0 / GRAPHIC SCALE
~ LIMITS OF DISTURBANCE I TURBED AREA: 10.13+ -AC = 31.1% MAP NUMBER 3710679700J, PANEL 6797 4, D S / 100 50 0 100 200
T R AREA; 22,43+ -AC = 68,9% MAP NUMBER 3710678600J, PANEL 6786 i ~ ~ ~ _ UNDIS U BED /
3 ,PROPOSED STORM SEWER + -A = 0.07% OF SITE A A FLOOD ELEVATION DETERMINED. 5. TOTAL IMPERVIOUS AREA; 2.42 / C ZONE E B SE 7 " = 100 FEET
~ - - - - T RM WER 6. DISTANCE TO NEAREST FLOODWAY: 0' ZONE AEFW FLOODWAY AREAS IN ZONE AE
~ EXIST, S 0 SE ~ 7, THIS PROPERTY IS LOCATED IN THE RANDLEMAN LAKE THE FLOODWAY IS THE CHANNEL OF A STREAM PLUS ANY SHEET N0.
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VGIVCRnL vvni Gn~nw ni~~n AUJAULN I FLUUUf'LAIN AFttAJ INA I MUD I OL r%Lr r rr%LC Vr
ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD i OWNER/DEVELOPER:
J CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD GARY AND BRENDA LOFLIN 3
HEIGHTS w 7229 BRIDLEWOOD DRIVE
ZONE X AREAS DETERMINED TO BE OUTSIDE THE 2% ANNUAL CHANCE z TRINITY, NC 27370
FLOODPLAIN. z PHONE: [phone]
a CONTACT; GARY LOFLIN OF14
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