SW3221007_Plansheet - Existing Conditions/Survey_20221020

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PROPERTY LINE GOODNIGHT RD. B EC Lu
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— 1oo — EXISTING CONTOURS J
PROPOSED CONTOURS c W
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REMAINDER LOT 2 - 0.259 ACRES TO BE COMBINED WITH LOT 3 _ _ _ _ I BUILDING SETBACK SITE m ��°�� O
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GREER N.GOODMAN,TRUSTEE \ / \ I o ————————— LANDSCAPE BUFFER o C)
REBAR D.B.927,PG.110 / I \ I LL Q
I N.C.HIGHWAY 150 ENGINEERING PLANNING ENVIRONMENTAL
PARCEL ID:465AO44 & 7'REBAR P EX. OVERHEAD ELECTRIC v� (J�
SET 23 SET \ o Q E � _
S87°57'19"E-250.67' \
m OPOSED NEW PROPERTY LIN� �~ice E I \ "° II o FO EX. FIBER OPTICS o 1� 1520 MEADOWVIEW DRIVE
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II I I I o ■ CLEARING & GRADING LIMITS o w 336.844.4088 http://brec.biz LU
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— — — — — — — — 822 SEPTIC AREA TO ¢/ I I II I ,OF SS•• � �
P.B.9995,PG.2784 REMAIN UNDISTURBED I I Q� 9 L u
GOODMAN,TRUSTEE — — — (TEMP. EXCLUSION 17 I I II I I VICINITY MAP (NTS) _ ' A — m
927,PG.110 ¢ FENCE SEE DET. 1/C902) I o
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GENERAL NOTES •.60POR9�:
\ � I I 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. U
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ;NCBELS#C-3448i = U)
I I o 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. Z
CLEARING AND I I I 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. ��20•,�• �Q- O
GRADING LIMITS I U I I 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ���.Q •��AR� ,`�.• z
\ J I ASSOCIATED WITH RELOCATION. • • O
00 I I 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND 0
I WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
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\ w I I I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
C I I o COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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EXISTING CONDITIONS
PREPARED FOR:
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I TERAMORE DEVELOPMENT
I PO BOX 6460
THOMASVILLE, GA 31758
OPUS LO ROL POIN I I I I I
8"REBAR FOUND 1 z"REEL R PPED I I o
N.C.GIRI AD 83(201 I I I I
N.C.GRID-NAD 83(2011) N=69 ,6 . 7' I DATE: REVISIONS:
N=696,675.56' E=1,�28 .25' I I o
"E 11— — — INFILTRATION BASIN LL
— E=1,528,598.25' TEMP. EXCLUSION 1 ELEV.1= 95(NAVD )
FENCE SEE DET. 1/C902 I I I
INV.15"RCP
f I I I ( I I I =816.14'
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f-=F � — =815— _ . \ N81�8�W_256~'� I / \I
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—m�f/-1�~ — � I / \ 4' o ` 24"x36��
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N.C, — _ — —__ _ — ' • PE . s PROJECT NUMBER:
HIG — —=— 3161032022
HwAY 150- �O —� � _ _ � TELE`
PER PLAT BOOK 9995,pOgGPUBLIC� FO F° —Fo _ — — i,� 8"REBAR Fo Fo F a DRAWN BY:
/ UTILITY — J.EDWARDS
FO FO F5 FO_ --_ -•, Fo FOUND—Fo FO / a POLE °\ sT APPROVED BY:
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