PZ - Conceptual Development Plan Phase 17 16 10
G
G
WTR WTR
12" CONC
INV W: 2548.23'
INV E: 2548.23'
15" PVCINV N: 2545.65'INV S: 2545.96'12" HEADGATEINV W: 2545.51'12" CONC HEADGATEINV E: 2545.43'12" CONCINV N: BLOCKEDINV S: 2544.49'12" CPPINV N: 2543.66'INV S: 2543.87'TEST PIT WITHMONITOR WELL
OH-E
CT
RIM: 2549.12'
INV: 2548.36'
RIM: 2548.86'
INV: 2548.10'
RIM: 2550.21'
INV N: 2534.09'
INV W: 2529.86'??
??? LOOK AT FN
RIM: 2546.10'36" PIPE INV N: 2527.90'4" PIPE INV E: 2531.01'36" PIPE INV S: 2527.90'RIM: 2545.68'36" PIPE INV S: 2527.88'
UG-T UG-T UG-T UG-T
48"
48"
10"
CELL TOWER
PROPANE TANK
FENCE1.4' S1.6' W
FENCE
1.5' W
FENCE
0.5' S
2.1' E
12" PIPE
INV W: 2547.35'
INV E: 2547.23'
OH-E OH-E OH-E OH-E
FENCE1.4' E FENCE0.3' E1.0' SSEPTIC TANK
OLD RAILROAD TIE FENCE POST
OLD RAILROAD TIE FENCE POST
GM
SPIGOT
BPCOWT
WVWV
WV
S
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WV
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S WHS
CO
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S SAN SAN SAN SAN SAN SAN SAN SAN OH-E OH-EOH-E OH-E OH-E OH-EOH-E OH-E OH-E
TEST PIT
12" CORR PVCN INV: 2544.31'S INV: 2544.42'TEST PIT12" CONC PIPES INV:2542.94'
RIM: 2547.12'
30" PIPE FLOW: 2528.10'
TEST PITNORTH BLACK CAT ROAD (WIDTH VARIES)
WEST FRANKLIN ROAD
(US HIGHWAY 30)
(WIDTH VARIES)
WIRE: 2570.2'FENCE2.9' N0.8' E
DILAPIDATED WIRE FENCE
OLD FENCE LINE 0.7' N
OF CELL TOWER FENCE
FENCE 0.9' E
WIRE: 2567.9'
USER DITCH "SCHOOP"WASTE DITCHCONVEYANCE DITCH (USERS TO WEST)FLOW
CORR SHEET METAL
IRR CHANNELING
USER DITCH
USER, CONVEYANCE DITCH
FLOWUSER DITCH AND WASTE(ROTH)5' PARKING SETBACK5' PARKING SETBACK
5' PARKING SETBACK
5' PARKING SETBACK
5
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5' PARKING SETBACK
25' LANDSCAPE SETBACK 25' LANDSCAPE SETBACK
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5' PARKING SETBACK20' STREET LANDSCAPE & BLDG SETBACK 20' STREET LANDSCAPE & BLDG SETBACK25' STREET LANDSCAPE &BLDG SETBACK
5' PARKING SETBACK
25' LANDSCAPE SETBACK
2
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CR 2018-016068
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30' INGRESS / EGRESS EASEMENT
FOUND BENT ± 3.0' UNDER GRADE
75
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WTR WTR WTR WTR WTR WTR WTR WTR WTR S00°36'41"W 475.00'
N89°15'44"W 205.84'
S
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N89°09'23"W 102.95'
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N00°38'57"E 113.86'N00°38'26"E 116.50'N89°15'44"W 90.18'
S89°15'37"E 94.13'
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N89°15'44"W 199.87'S89°15'44"E 495.53'FOUND PIN 0.6' NFOUND PIN0.3' EEX 12" WATEREX 36" SANITARY USER, CONVEYANCE DITCH
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25'58'25'15'
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PROPOSEDDETENTION BASIN
9
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FUTURE ADDITION
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COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
445 Pettis Ave., Suite 201
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TEST PIT WITH
MONITOR WELL
12" CONC
INV W: 2545.02'
48" CMP
INV W: 2535.53'
INV E: 2535.04'
1' DIA 3' TALLVERTICAL PIPEIN CONC BASE12" CMPINV N: 2540.88'INV S: 2543.28'
6" MULTI TRUNK
24"20"10"BLD
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1.6' W
HEADGATE
HEADGATE
FENCE
1.4' E
FENCE ON BOUNDARY FENCE5.0' S
BUILDING
2.3' E
BUILDING
2.2' E
FENCE
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1.0' S
BUILDING 0.6' E
BUILDING EVE ON LINEROOF BEAM EXTENDS
OVER BOUNDARY 1.4'
BP
8" PVC
INV. 2544.74'
TEST PIT
12" CORR PVC
N INV: 2544.31'
S INV: 2544.42'
TEST PIT
FENCE
0.3' E
FENCE
1.0 E
FENCE ON BOUNDARY
ABANDONED IRR STRUCTURE (BURIED)
USER DITCH "SCHOOP"
HISTORICAL DRAINAGE
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FLOW
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HEADGATE
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COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
445 Pettis Ave., Suite 201
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