Untitled.pdfFOUND REBAR & CAP I I
77.22'
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CTR CH=89 91'
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IE=256.30'(6" PVC E) V)
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RIM=255.70' N IE=251.29'(12" PVC N)
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IE=249.76'(12" PVC E _ -� IE=251.24'(12" PVC W)
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FOUND MONUMENT IN CAS �� z FOU D REBAR & AP LAG P Eck / .•. ! ±26,811 ° z _ 12" PVC
(PROJECT BENCHMARK N �,, ° E LOT 3 N IE=245.16 12" PVC S)
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CONC MON W/1-3/4" BRASS DISC &PUNCH 0.5' BE GRAD - 9- =' ° f 20, 400
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VISITED 04/201 0.07 EAST IE=1 8.57' 4" ON N ✓ UTYPENKN 1.24 W ( C )
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IE 128. (4„ CO C 1: :: �. ✓ 1 9 251.29'
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10 OF PIPE _
E-2 1.5 18 PVC E C T-2
CTR CH=89.12 �02 ;-,:.: <;: P�FT?1`3�:-';yP:::: GROUND R M=246.57'
(IN N,E-OUTS `� - IE=241.49 2" HDPE W) o -
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NO3'17'29"E 14.88' S -A I=243.27'(18" PVC W)
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HANDRAIL 100 o o o S, �S SS SS :Q 3"W:+�.°6Q97 ` a IE=243.87'(12" CMP S)
FOUND MONUMENT IN CASE N - `'" "�' 1 A 1 10 A
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RIM=102.48' :': ':: ''4 • +;, SS
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/�' IE=97.57'(12" CMP W) FOUND REBAR &CAP �--- -•
CONTROL TO NORT IE=98.46' 12" CMP E
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IE=94.47'(12 PVC FOUND BARE REBAR RIM=131.77' " �' Q �\
IE=94.77'(12" PVC ) 0.06' N X 0.06' E CB T-1 TR CH=126.47' CB T-2 SSMH {' - oll l o o RIM=252.42' SSMH RIM=247.38'
IE-94.57'(12" PVC SE W/ 1/2 CAP) RIM-128.48' - RIM=140.47' / 2 - CTR CH=241.18' IE=245.10'(12" CMP E)
RIM=140.95' PORTION OF PIPE RIM=247.12'
c� o CB T-1 Al IE=125.40'(18" PVC E) (N E,NE-OUT W) IE=135.67'(12" CMP E) CTR CH=134.10' 18" ERTICAL PIPE ABOVE GROUND (IN E-OUT W) IE=245.03'(12" CMP N)
RIM=96.51' CTR CH=241.87'
IE=125.20'(12" CMP W) IE=136.67'(12" HDPE SE) (IN E-OUT W) P=145.51' a IE=91.89'(12" PVC S) IE=127.23'(4" PVC S) 135.62'(18" PVC W) IE=139.46'(12" S) IN E,N,S-OUT W)1ap
IE=92.39'(12" PVC NW) f, IE=139.86'(12" E) .9AJI
IE=92.71'(4" PVC E) ��' 18" VERTICAL PIPE IE=139.31'(12" W) DRIP LINE TYP.
TOP=145.53'
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