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2224 N Concord St #2- ADU - Plan
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2224 N Concord St #2- ADU - Plan
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Last modified
7/31/2025 2:50:31 PM
Creation date
6/9/2025 8:01:58 AM
Metadata
Fields
Template:
Plan
Permit Number
101120598
Full Address
2224 N Concord St Unit# 2
Rectangle
ID:
1
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
2
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
3
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
4
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
5
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
6
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
ID:
7
Creator:
Import Agent
Created:
6/9/2025 8:02 AM
Modified:
6/4/2025 12:24 PM
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(E) 2-STORY SFD <br />TO REMAIN <br />FF 100.00 <br />(E) PATIO COVER <br />TO REMAIN <br />(N)ADU <br />FF 99.00 <br />FG 98.00 <br />E <br />S <br />A <br />N <br />T <br />A <br /> <br />C <br />L <br />A <br />R <br />A <br /> <br />A <br />V <br />E <br />(N) POOL UNDER SEP. PERMIT <br />98.50 POOL COPING <br />120.00'PL <br />68 <br />. <br />0 <br />0 <br />' <br />64 <br />. <br />0 <br />0 <br />' <br />130.00'PL <br />PLPL <br />CONCORD STREET <br />4' <br />4' <br />98.33 FG 98.33 FG <br />98.33 FG98.33 FG <br />98 <br />. <br />9 <br />4 <br /> <br />F <br />G <br />97.47 <br />INV <br />98.94 FS <br />(E) WALL TO REMAIN <br />( <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />) <br />( <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />) <br />4' <br />97.11 TC <br />96.50 FL <br />(N) 4" CIP CURB DRAIN <br />S = 0.02 <br />UNDER SEP. PERMIT <br />4" <br /> <br />P <br />V <br />C <br /> <br />P <br />I <br />P <br />E <br />S <br />= <br /> <br />0 <br />. <br />0 <br />1 <br />4" <br /> <br />P <br />V <br />C <br /> <br />P <br />I <br />P <br />E <br />S <br />= <br /> <br />0 <br />. <br />0 <br />1 <br />4" PVC PIPE <br />S = 0.01 <br />4" PVC PIPE <br />S = 0.01 <br />4" PVC PIPE <br />S = 0.01 <br />4" <br /> <br />P <br />V <br />C <br /> <br />P <br />I <br />P <br />E <br />S <br />= <br /> <br />0 <br />. <br />0 <br />1 <br />98.25 TG <br />97.58 INV <br />98.25 TG <br />97.58 INV <br />98.25 TG <br />97.58 INV <br />98.29 TG <br />97.62 INV <br />98.29 TG <br />97.62 INV <br />98.29 TG <br />97.62 INV <br />98.23 TG <br />97.56 INV <br />2% <br />98.05 TG <br />97.38 INV <br />98.25 TG <br />97.58 INV <br />98.29 TG <br />97.62 INV <br />97.10 <br />INV <br />98 <br />. <br />3 <br />3 <br /> <br />F <br />G <br />98.05 TG <br />97.38 INV <br />97.16 <br />INV <br />(N) C.O. <br />(N) A.D. TYP. <br />98.25 TG <br />97.58 INV <br />98.25 TG <br />97.58 INV <br />2% <br />96.74 <br />INV <br />(N) C.O. <br />(N) C.O. <br />B <br />C3 <br />A <br />C3 <br />SCALE: <br />SHEET: <br />JOB : <br />DATE: <br />REVISIONS <br />DATE:NO <br />OF SHEETS <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />17 <br />3 <br />3 <br />7 <br /> <br /> <br />V <br />e <br />n <br />t <br />u <br />r <br />a <br /> <br />B <br />l <br />v <br />d <br />. <br /> <br />S <br />t <br />e <br />. <br />1 <br />1 <br />2 <br /> <br />E <br />n <br />c <br />i <br />n <br />o <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />1 <br />3 <br />1 <br />6 <br />TE <br />L <br />: <br /> <br />8 <br />1 <br />8 <br />. <br />9 <br />0 <br />1 <br />. <br />8 <br />0 <br />0 <br />9 <br /> <br /> <br /> <br />F <br />A <br />X <br />: <br /> <br />8 <br />1 <br />8 <br />. <br />9 <br />0 <br />1 <br />. <br />0 <br />8 <br />2 <br />3 <br /> <br />E <br />- <br />M <br />A <br />I <br />L <br />: <br /> <br /> <br />b <br />m <br />i <br />c <br />a <br />l <br />i <br />f <br />o <br />r <br />n <br />i <br />a <br />@ <br />g <br />m <br />a <br />i <br />l <br />. <br />c <br />o <br />m <br />BM <br />I <br /> En <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />. <br /> <br />CO <br />N <br />S <br />U <br />L <br />T <br />I <br />N <br />G <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />, <br /> <br />P <br />L <br />A <br />N <br />N <br />E <br />R <br />S <br />, <br /> <br />S <br />U <br />R <br />V <br />E <br />Y <br />O <br />R <br />S <br />, <br /> <br />E <br />X <br />P <br />E <br />D <br />I <br />T <br />E <br />R <br />S <br />08/16/2024 <br />22 <br />2 <br />4 <br /> <br />C <br />O <br />N <br />C <br />O <br />R <br />D <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />GR <br />A <br />D <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br />PL <br />A <br />N <br />NORTH <br />GRADING & DRAINAGE PLANSCALE: 3/16" = 1'-0" <br />T.G. ELEV. <br />PER PLAN <br />4" P.V.C. CONN PIPE <br />ELBOW AS REQ'D <br />FLOW <br />INVERT ELEV. <br />PER PLAN <br />4" P.V.C. DRAIN PIPE <br />FLOWS TO OVERFLOW PIPE <br />PER PLAN <br />3/16" = 1'-0" <br />CONCORD <br />2224 N Concord St #2- <br />ADU4/2/2025
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