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FND CONC. MON. IN <br /> CASE W/ TACK IN <br /> LEAD DN 0.4' <br /> 344.0 '(MEAS.) 12-02-14 MONUMENT CENTERLINE <br /> 344.00'(P) i - N88'00'27"E 344.00' CALC <br /> o 342.89 P <br /> 16TH ST <br /> 322.00 <br /> 22.00' i N88'00'27"W I CENTERLINE R-O-W <br /> a FND 1/2" REBAR W/ <br /> CAP LS 15025 <br /> 0.02'S • GV i � o <br /> OF PROP rD <br /> Lo <br /> `o W ! rr _ ��E!�•1?.€.� /� 12-02-14 <br /> Q ' � - a <br /> Imo' <br /> o 1 00 FND 1/2" REBAR W/ J <br /> z w i CONCRETE i K AIL <br /> ' CAP LS 15025 0.03'W <br /> STAIRS i OF PROP. LINE s�q� <br /> w 12-02-14 <br /> iz ` " X103 59.97NW CORNER OF <br /> of 1 OUSE EAVE 1.00'E <br /> 88'00'2 8"W o <br /> �- n cfl OF PROP.LINE <br /> w w <br /> USE EAVE y2 <br /> .3 <br /> C;z in o 20.3 I APP IMMUNITY <br /> I Ki <br /> ui 16.0 i HOUSE EAVE PLANNING <br /> Z O DEVELOPMENT DEPT <br /> v Z o CONC. <br /> BY--- 1 S <br /> 22' 19' N EXIS ING HOUSE i� NE CORNER OF ®p,TE <br /> N 'cw s CARPORT EAVE 0.3W <br /> DECK ST IRS j EXISTI G OF PROP.LINE <br /> ° (SECOND S RY) HOUSE FND 1/2" REBAR W/ <br /> r 7.2' O 17.0' 2.1'E CAP LS 15025 0.04'W <br /> ° CON( R�TE o OF PROP. LINE <br /> 12.0 L 2.5 12-02-14 <br /> NE CORNER OF I <br /> : Co .° ° � ����,• CARPORT EAVE <br /> t`' EXISTIN ea 0.4'W OF PROP. INE <br /> o o rte. :5' CARPOR <br /> COVER _ _ <br /> v <br /> 1 01 ,ri `t ` - , r! b�rfl�0 - L..`.✓tr <br /> O :n <br /> PK NAIL o DECKSW CORNER OF <br /> Z (SECOND �� HOUSE EAVE 0.77'E <br /> STORY) - OF PROP.LINE I <br /> FND 1/2" REBAR W/ <br /> �I CAP LS 15025 0.06'W <br /> LOT t LOT 2 4 LOT 3 OF PROP. LINE LOT 5 <br /> I <br /> 12-02-14 <br /> J" o LOT.4 . <br /> SIXTEENTH STRE L6 'f <br /> ADDITION TO E` RETT/,� FND 1/2" REBAR W/ <br /> BLOCK 327 �.. CAP LS 15025 0.08'W <br /> VOL.9 ,PG.35 X 0.07'S OF PROP.COR. <br /> 1X104 59.90 f 12-02-14 <br /> D ` 1 I <br />