Agenda packet — Lancaster City Council, January 24, 2023 (part 9 of 9)

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 2.00 Final Sat.: 1600 3200 1600 3200 3200 1600 3200 4800 1600 3200 4800 3200 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.26 0.14 0.20 0.27 0.10 0.05 0.11 0.08 0.10 0.16 0.28 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 5-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #19 55th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.807
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 78 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 0 1 0 0 1 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 10 0 85 45 0 3 5 1268 16 135 1697 73
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 10 0 85 45 0 3 5 1268 16 135 1697 73
Added Vol: 0 0 0 0 0 0 0 131 0 0 223 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 10 0 85 45 0 3 5 1399 16 135 1920 73
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 10 0 85 45 0 3 5 1399 16 135 1920 73
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 10 0 85 45 0 3 5 1399 16 135 1920 73
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 10 0 85 45 0 3 5 1399 16 135 1920 73
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.94 0.00 0.06 1.00 1.98 0.02 1.00 1.93 0.07 Final Sat.: 1600 0 1600 1500 0 100 1600 3164 36 1600 3083 117 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.00 0.05 0.03 0.00 0.03 0.00 0.44 0.44 0.08 0.62 0.62 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 6-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
FHWA Roundabout Method (Future Volume Alternative)
******************************************************************************** Intersection #20 50th / Ave K
******************************************************************************** Average Delay (sec/veh): 4.6 Level Of Service: A
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Yield Sign Yield Sign Yield Sign Yield Sign
Lanes: 2 2 2 2
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 93 203 78 46 281 105 68 883 52 115 1190 58
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 203 78 46 281 105 68 883 52 115 1190 58 Added Vol: 10 0 0 0 0 16 9 107 6 0 182 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 103 203 78 46 281 121 77 990 58 115 1372 58 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 203 78 46 281 121 77 990 58 115 1372 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 103 203 78 46 281 121 77 990 58 115 1372 58 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 203 78 46 281 121 77 990 58 115 1372 58 ------------|---------------||---------------||---------------||---------------| PCE Module:

AutoPCE: 103 203 78 46 281 121 77 990 58 115 1372 58
TruckPCE: 0 0 0 0 0 0 0 0 0 0 0 0
ComboPCE: 0 0 0 0 0 0 0 0 0 0 0 0
BicyclePCE: 0 0 0 0 0 0 0 0 0 0 0 0
AdjVolume: 103 203 78 46 281 121 77 990 58 115 1372 58
------------|---------------||---------------||---------------||---------------| Delay Module: >> Time Period: 0.25 hours <<
CircVolume: 1113 1590 442 383
MaxVolume: 1623 1279 2106 2148
PedVolume: 0 0 0 0
AdjMaxVol: 1623 1279 2106 2148
ApproachVol: 384 448 1125 1545
ApproachV/C: 0.24 0.35 0.53 0.72
ApproachDel: 2.9 4.3 3.7 5.8
ApproachLOS: A A A A
Queue: 0.9 1.6 3.3 7.0
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 7-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #21 50th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.793
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 74 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 210 134 74 225 116 89 1249 83 192 1709 136 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 210 134 74 225 116 89 1249 83 192 1709 136 Added Vol: 10 0 0 0 0 0 0 125 6 0 213 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 108 210 134 74 225 116 89 1374 89 192 1922 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 108 210 134 74 225 116 89 1374 89 192 1922 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 108 210 134 74 225 116 89 1374 89 192 1922 136 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 108 210 134 74 225 116 89 1374 89 192 1922 136 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.82 0.18 1.00 2.80 0.20 Final Sat.: 1600 1600 1600 1600 1600 1600 1600 4508 292 1600 4483 317 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.13 0.08 0.05 0.14 0.07 0.06 0.30 0.30 0.12 0.43 0.43 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 8-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #22 45th / Ave K
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.622
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 48 Level Of Service: B
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 2 0 1 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 20 66 22 37 71 53 43 836 17 44 1152 38
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 66 22 37 71 53 43 836 17 44 1152 38
Added Vol: 0 0 0 0 0 10 6 101 0 0 171 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 20 66 22 37 71 63 49 937 17 44 1323 38
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 66 22 37 71 63 49 937 17 44 1323 38
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 20 66 22 37 71 63 49 937 17 44 1323 38
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 66 22 37 71 63 49 937 17 44 1323 38
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.75 0.25 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 1200 400 1600 1600 1600 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.06 0.06 0.02 0.04 0.04 0.03 0.29 0.01 0.03 0.41 0.02 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 9-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #23 45th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.724
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 61 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 20 40 75 98 43 32 33 1469 19 115 2037 126
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 20 40 75 98 43 32 33 1469 19 115 2037 126
Added Vol: 0 0 0 0 0 0 0 125 0 0 213 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 20 40 75 98 43 32 33 1594 19 115 2250 126
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 20 40 75 98 43 32 33 1594 19 115 2250 126
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 20 40 75 98 43 32 33 1594 19 115 2250 126
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 20 40 75 98 43 32 33 1594 19 115 2250 126
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 0.57 0.43 1.00 2.96 0.04 1.00 2.84 0.16 Final Sat.: 1600 1600 1600 1600 917 683 1600 4743 57 1600 4545 255 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.03 0.05 0.06 0.05 0.05 0.02 0.34 0.34 0.07 0.49 0.50 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 10-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #24 40th / Ave K
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.773
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 70 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 2 0 1 1 0 0 1 0 1 0 1 1 0 1 0 2 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 73 194 62 41 237 68 49 838 61 68 1095 56
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 73 194 62 41 237 68 49 838 61 68 1095 56
Added Vol: 10 0 0 0 0 10 6 88 6 0 151 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 83 194 62 41 237 78 55 926 67 68 1246 56
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 194 62 41 237 78 55 926 67 68 1246 56
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 83 194 62 41 237 78 55 926 67 68 1246 56
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 83 194 62 41 237 78 55 926 67 68 1246 56
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 0.75 0.25 1.00 1.87 0.13 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 1204 396 1600 2984 216 1600 3200 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.06 0.04 0.03 0.20 0.20 0.03 0.31 0.31 0.04 0.39 0.04 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 11-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #25 40th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.829
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 84 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 2 1 0 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 29 70 36 237 97 146 72 1428 11 111 2160 143
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 70 36 237 97 146 72 1428 11 111 2160 143 Added Vol: 0 0 0 0 0 0 0 119 0 0 202 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 29 70 36 237 97 146 72 1547 11 111 2362 143 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 70 36 237 97 146 72 1547 11 111 2362 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 29 70 36 237 97 146 72 1547 11 111 2362 143 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 70 36 237 97 146 72 1547 11 111 2362 143 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.98 0.02 1.00 3.00 1.00 Final Sat.: 1600 1600 1600 1600 1600 1600 1600 4766 34 1600 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.04 0.02 0.15 0.06 0.09 0.05 0.32 0.32 0.07 0.49 0.09 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - 2020 WP PM Wed Aug 10, 2022 13:03:03 Page 1-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #26 35th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.713
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 59 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 23 16 25 19 31 92 29 1658 18 66 2308 37
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 16 25 19 31 92 29 1658 18 66 2308 37
Added Vol: 0 0 0 0 0 0 0 119 0 0 202 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 23 16 25 19 31 92 29 1777 18 66 2510 37
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 16 25 19 31 92 29 1777 18 66 2510 37
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 23 16 25 19 31 92 29 1777 18 66 2510 37
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 16 25 19 31 92 29 1777 18 66 2510 37
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.39 0.61 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 624 976 1600 1600 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.01 0.03 0.03 0.01 0.02 0.06 0.02 0.37 0.01 0.04 0.52 0.02 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 13-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #28 30th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.894
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 110 Level Of Service: D
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected
Rights: Include Ovl Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 3 0 1 1 0 3 0 1
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 160 309 142 126 334 193 167 1481 95 192 2125 174 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 160 309 142 126 334 193 167 1481 95 192 2125 174 Added Vol: 0 0 0 0 0 0 0 119 0 0 202 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 160 309 142 126 334 193 167 1600 95 192 2327 174 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 160 309 142 126 334 193 167 1600 95 192 2327 174 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 160 309 142 126 334 193 167 1600 95 192 2327 174 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 160 309 142 126 334 193 167 1600 95 192 2327 174 OvlAdjVol: 26
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 4800 1600 1600 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.10 0.10 0.09 0.08 0.10 0.12 0.10 0.33 0.06 0.12 0.48 0.11 OvlAdjV/S: 0.02
Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2020 WP PM Wed Aug 10, 2022 12:01:39 Page 14-1
-------------------------------------------------------------------------------- Avanti North Residential TIA (JN 14033)
Opening Year Cumulative (2020) With Project Conditions WITH IMPROVEMENTS PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #30 25th / Ave L
******************************************************************************** Cycle (sec): 120 Critical Vol./Cap.(X): 0.786
Loss Time (sec): 12 Average Delay (sec/veh): xxxxxx
Optimal Cycle: 73 Level Of Service: C
******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R
------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Protected
Rights: Include Include Include Include
Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0
Y+R: 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0
Lanes: 0 1 0 0 1 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0
------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 4 2 3 58 3 132 70 1646 6 16 2385 90
Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 2 3 58 3 132 70 1646 6 16 2385 90
Added Vol: 0 0 0 0 0 0 0 113 0 0 192 0
PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0
Initial Fut: 4 2 3 58 3 132 70 1759 6 16 2577 90
User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 2 3 58 3 132 70 1759 6 16 2577 90
Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0
Reduced Vol: 4 2 3 58 3 132 70 1759 6 16 2577 90
PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 2 3 58 3 132 70 1759 6 16 2577 90
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.67 0.33 1.00 1.00 1.00 1.00 1.00 2.99 0.01 1.00 2.90 0.10 Final Sat.: 1067 533 1600 1600 1600 1600 1600 4784 16 1600 4638 162 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.04 0.00 0.08 0.04 0.37 0.37 0.01 0.56 0.56 Crit Moves: **** **** **** ****
******************************************************************************** Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Timings Avanti North Residential TIA (JN14033)
38: SR-14 NB Ramps & W. Avenue L 08/10/2022
Opening Year Cumulative (2020) With Project Conditions - PM Peak Hour WITH IIMPROVEMENTS Synchro 9 Report Urban Crossroads, Inc. Page 4
Lane Group EBT EBR WBT WBR NBL NBR
Lane Configurations
Traffic Volume (vph) 968 89 1826 379 1571 760
Future Volume (vph) 968 89 1826 379 1571 760
Turn Type NA Free NA Free Prot Free
Protected Phases 4 8 5
Permitted Phases Free Free Free
Detector Phase 4 8 5
Switch Phase
Minimum Initial (s) 10.0 10.0 4.0
Minimum Split (s) 30.5 28.5 14.0
Total Split (s) 49.0 49.0 71.0
Total Split (%) 40.8% 40.8% 59.2%
Yellow Time (s) 4.7 4.7 3.6
All-Red Time (s) 2.5 2.5 1.0
Lost Time Adjust (s) 0.0 0.0 0.0
Total Lost Time (s) 7.2 7.2 4.6
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None
Act Effct Green (s) 41.8 118.5 41.8 118.5 64.9 118.5
Actuated g/C Ratio 0.35 1.00 0.35 1.00 0.55 1.00
v/c Ratio 0.63 0.07 0.94 0.28 0.97 0.56
Control Delay 34.3 0.1 48.1 0.5 43.4 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.3 0.1 48.1 0.5 43.4 1.7

LOS C A D A D A
Approach Delay 31.5 39.9
Approach LOS C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 118.5
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 34.1 Intersection LOS: C
Intersection Capacity Utilization 95.8% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 38: SR-14 NB Ramps & W. Avenue L
HCM 2010 Signalized Intersection Summary Avanti North Residential TIA (JN14033) 38: SR-14 NB Ramps & W. Avenue L 08/10/2022
Opening Year Cumulative (2020) With Project Conditions - PM Peak Hour WITH IIMPROVEMENTS Synchro 9 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 968 89 0 1826 379 1571 0 760 0 0 0 Future Volume (veh/h) 0 968 89 0 1826 379 1571 0 760 0 0 0 Number 7 4 14 3 8 18 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 0 1600 1600 0 1600 1600 1600 0 1600 Adj Flow Rate, veh/h 0 968 0 0 1826 0 1571 0 0
Adj No. of Lanes 031041201
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 000000000
Cap, veh/h 0 1534 478 0 1933 478 1623 0 747
Arrive On Green 0.00 0.35 0.00 0.00 0.35 0.00 0.55 0.00 0.00 Sat Flow, veh/h 0 4512 1360 0 5728 1360 2956 0 1360
Grp Volume(v), veh/h 0 968 0 0 1826 0 1571 0 0
Grp Sat Flow(s),veh/h/ln 0 1456 1360 0 1376 1360 1478 0 1360 Q Serve(g_s), s 0.0 21.9 0.0 0.0 38.1 0.0 60.5 0.0 0.0
Cycle Q Clear(g_c), s 0.0 21.9 0.0 0.0 38.1 0.0 60.5 0.0 0.0 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1534 478 0 1933 478 1623 0 747 V/C Ratio(X) 0.00 0.63 0.00 0.00 0.94 0.00 0.97 0.00 0.00 Avail Cap(c_a), veh/h 0 1543 480 0 1944 480 1659 0 763
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.0 32.0 0.0 0.0 37.3 0.0 25.7 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.8 0.0 0.0 10.2 0.0 15.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 8.9 0.0 0.0 15.8 0.0 27.8 0.0 0.0 LnGrp Delay(d),s/veh 0.0 32.8 0.0 0.0 47.4 0.0 40.7 0.0 0.0 LnGrp LOS C D D
Approach Vol, veh/h 968 1826 1571
Approach Delay, s/veh 32.8 47.4 40.7
Approach LOS C D D
Timer 12345678
Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 69.6 48.8 48.8
Change Period (Y+Rc), s 4.6 7.2 7.2
Max Green Setting (Gmax), s 66.4 41.8 41.8
Max Q Clear Time (g_c+I1), s 62.5 23.9 40.1
Green Ext Time (p_c), s 2.4 5.7 1.5
Intersection Summary
HCM 2010 Ctrl Delay 41.8
HCM 2010 LOS D
14033-04 Letter

ATTACHMENT K
OPENING YEAR CUMULATIVE (2022) WITH PROJECT CONDITIONS OFF-RAMP

QUEUING ANALYSIS WITH IMPROVEMENTS WORKSHEETS
Queues Avanti North Residential TIA (JN14033)
38: SR-14 NB Ramps & W. Avenue L 08/10/2022
Opening Year Cumulative (2020) With Project Conditions - AM Peak Hour WITH IMPROVEMENTS Synchro 9 Report Urban Crossroads, Inc. Page 1
Lane Group EBT EBR WBT WBR NBL NBR
Lane Group Flow (vph) 1126 104 948 120 626 587
v/c Ratio 0.60 0.08 0.40 0.09 0.62 0.43
Control Delay 13.5 0.1 11.3 0.1 18.7 1.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.5 0.1 11.3 0.1 18.7 1.0
Queue Length 50th (ft) 91 0 54 0 82 0
Queue Length 95th (ft) 165 0 99 0 159 0
Internal Link Dist (ft) 780 1168
Turn Bay Length (ft) 330
Base Capacity (vph) 4172 1332 5256 1360 2655 1360
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.27 0.08 0.18 0.09 0.24 0.43
Intersection Summary
Queues Avanti North Residential TIA (JN14033)
38: SR-14 NB Ramps & W. Avenue L 08/10/2022
Opening Year Cumulative (2020) With Project Conditions - PM Peak Hour WITH IIMPROVEMENTS Synchro 9 Report Urban Crossroads, Inc. Page 1
Lane Group EBT EBR WBT WBR NBL NBR
Lane Group Flow (vph) 968 89 1826 379 1571 760
v/c Ratio 0.63 0.07 0.94 0.28 0.97 0.56
Control Delay 34.3 0.1 48.1 0.5 43.4 1.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.3 0.1 48.1 0.5 43.4 1.7
Queue Length 50th (ft) 228 0 398 0 573 0
Queue Length 95th (ft) 277 0 #483 0 #763 0
Internal Link Dist (ft) 780 1168
Turn Bay Length (ft) 330
Base Capacity (vph) 1541 1332 1943 1360 1653 1360
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.63 0.07 0.94 0.28 0.95 0.56
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.

AVANTI NORTH PROJECT EIR ADDENDUM

CITY OF LANCASTER
Appendix G - Sewer Study for TTM No.
73507
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SEWER STUDY
For
Tentative Tract No. 73507

AVANTI-NORTH
Located in Los Angeles County
City of Lancaster
Prepared Date: 8/14/15
Revised Date: 7/11/22
Prepared For:

CV Communities, LLC
3121 Michelson Drive, Suite 150
Irvine CA, 92612
Phone: 949.258.7555
Prepared By:

MDS Consulting
17320 Redhill Avenue, Suite 350
Irvine, CA 92614
949.251.8821
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TENTATIVE TRACT NO. 73507

TABLE OF CONTENTS
I. INTRODUCTION ................................................................................................................................... 4 II. OBJECTIVES ........................................................................................................................................ 4 III. ANALYSIS CRITERIA ........................................................................................................................... 6 IV. SEWER SYSTEM ANALYSIS .................................................................................................................. 6 V. CONCLUSION ....................................................................................................................................... 7

APPENDIX A

SEWER AREA STUDY MAP

APPENDIX B

SUPPORTING CALCULATIONS

APPENDIX C

REFERENCE DRAWINGS
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TENTATIVE TRACT NO. 73507

PROJECT LOCATION

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TENTATIVE TRACT NO. 73507
I. INTRODUCTION
Tentative Tract 73507
Tract No. 73507 is a 237± acre vacant land located south of West Avenue K, north of West Avenue K-8, east of 70th Street West, and west of 62nd Street West. This vacant parcel is proposed to be developed with 758 single-family unit homes.

North and south of the project site are 306.5± acres and 386.8± acres of future development respectively.

An 18” sewer line is proposed along 65th Street West tying to an existing 36” Los Angeles County Sanitation District Sewer Trunk Line along West Avenue J.

II. OBJECTIVES
The objectives of this sewer study are as follows:

1. Determine the anticipated sewer flow generated from the proposed development for Tract No. 73507 and other contributing areas as shown in the Sewer Area Study Map.

2. Determine proposed sewer main-line sizes and slopes to convey sewer flow from all contributing areas per City of Lancaster’s Engineering and Design Guidelines for Sewer Improvement.

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TENTATIVE TRACT NO. 73507
7/11/2022
___________________________
Edward J. Lenth, RCE No. 052496 Date

Avanti-North
Tentative Tract No. 73507
JN 803-44
7/11/22
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TENTATIVE TRACT NO. 73507
III. ANALYSIS CRITERIA
City of Lancaster’s Engineering and Design Guidelines for Sewer Improvement.  Main-line sewers shall be designed flowing ½ full using Q average loading factors.  Manning’s Coefficient n=0.013
IV. SEWER SYSTEM ANALYSIS
A tributary sewer map showing the proposed development for Tentative Tract No. 73507 including the future developments are shown on Appendix A.
 Area 1 is a future development for a residential project with an area of 306.5 acres.  Area 2 is the proposed Avanti-North Residential Project Tentative Tract No. 73507 with a total area of 237.25 acres. The contributing area for the sewer study is 225.41 acres. For the sewer analysis for this Tentative Tract, the detention basin with 11.84 acres will not included in the contributing area.

Note: Areas 3, 4 and 5 are part of the Sewer Study for Avanti South Entitlements by Kimley Horn dated April 4, 2016. These areas will contribute to the sewer flows draining into the proposed sewer for AvantiNorth Project.  Area 3 is a future development for Avanti South (west parcel), a residential and fire station proposed project with an area of 58.66 acres. It will generate a total flow of 0.22 cfs.  Area 4 is a future development for Avanti South (east parcel), a residential, commercial, and school proposed project with an area of 178.78 acres and will generate total flow of 0.96 cfs.  Area 5 has a total area of 149.37 acres which includes residential and cemetery areas. The Area is expected to generate flow of 0.03 cfs.

Main-line sewers shall be designed flowing ½ full using the Qaverage loading factors found in Table

2.4.9.3.1 of the City of Lancaster’s Engineering Design Guidelines for Sewer Improvement. The table below shows the different tributary areas, proposed zoning, corresponding average flow coefficient and the total flow for the proposed 18” sewer main-line.

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TENTATIVE TRACT NO. 73507

TRIBUTARY

CONTRIBUTING

ACREAGE ZONING

AVERAGE FLOW

COEFFICIENT TOTAL FLOW
AREA (ac) FOR Q average (cfs) Q average (cfs)
1 102.6 R=10,000 0.002363 0.24
203.9 R=7,000 0.003376 0.69
2 PA-A 33.47 R=5,000 0.004726 0.16
PA-B 43.29 R=6,000 0.003938 0.17
PA-C 37.10 R=7,000 0.003376 0.13
PA-D 50.72 R=7,000 0.003376 0.17
PA-E 50.38 R=8,500 0.002780 0.14
Park 10.45 O 0.006752 0.07
3 58.66 ** 0.22
4 178.78 ** 0.96
5 149.37 ** 0.03
TOTAL 918.73

2.97 Note: **
Areas and Total Flows from Areas 3, 4, and 5 are taken from the Sewer Study for Avanti South Entitlements by Kimley Horn dated April 4, 2016.

Manning’s Equation
Q = (1.49) A R 2/3 S ½ A = cross sectional area in ft2
n R = hydraulic radius in ft
n= 0.013
S=slope
Q = flow in cfs
Pipe Capacity for 18” Pipe
Pipe size
(in)
“A” ½ full
(ft2)
“R” ½ full
(ft) S “Q”(cfs)
18 0.88 0.37 0.0032 2.97
V. CONCLUSION
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TENTATIVE TRACT NO. 73507
Using the AES Software. HELE 1, the depth of flow for the proposed calculated flow of 2.97 cfs for all contributing areas, at a minimum slope of 0.0032, and proposed pipe size of 18”, is 0.75 ft. The depth of flow is 50% of the pipe diameter. The calculation is attached to Appendix B.

The project proposes to use an 18” sewer main-line along 65th Street West to serve the proposed project and future development. The proposed line will connect to the existing 36” Los Angeles County Sanitation District Trunk Line in Avenue J West.

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TENTATIVE TRACT NO. 73507

APPENDIX A
Sewer Area Study Map

AVANTI NORTH PROJECT EIR ADDENDUM

CITY OF LANCASTER
Appendix H – Updated Water Supply
Assessment

Water Supply Assessment
Avanti-North
Lancaster, California
November 2022
Prepared for:

City Ventures Communities
3121 Michelson Drive, Suite 150
Irvine, CA 92612
Prepared by:

Pacific Advanced Civil Engineering, Inc.
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
714-481-7300
Contact Person:

Jacob Peterson, PE
Matthew Mills, EIT PACE A322
3-31-24
Avanti-North Water Supply Assessment i
City Ventures Communities
Table of Contents
1 Purpose of Report .................................................................................................................................... 2

1.1 Senate Bill 610 .................................................................................................................................. 2 2 Project Description and Water Demand ................................................................................................ 3 3 2020 Urban Water Management Plan (UWMP) ...................................................................................... 7

3.1 Water Use ......................................................................................................................................... 7

3.2 Water Supply ..................................................................................................................................... 9

3.3 SB X7-7 District 40 Baseline and Targets ....................................................................................... 11

3.3.1 Recycled Water ....................................................................................................................... 11

3.3.2 New Water Supply................................................................................................................... 11

3.3.3 Water Supply During Dry Years .............................................................................................. 11

3.4 UWMP Water Availability Summary ................................................................................................ 13 4 Water Supply Entitlements, Rights, & Service Contracts .................................................................. 14

4.1 Imported Water................................................................................................................................ 14

4.2 Groundwater.................................................................................................................................... 14

4.3 Recycled Water ............................................................................................................................... 15

4.4 Summary ......................................................................................................................................... 15 5 Groundwater ........................................................................................................................................... 16

5.1 Groundwater Basin Description ...................................................................................................... 16 6 Conclusion .............................................................................................................................................. 18 7 References .............................................................................................................................................. 19 Tables:

Table 2-1: Land Use Summary ..................................................................................................................... 3 Table 2-2: Single Family Residential Acreage for Avanti-North .................................................................... 4 Table 2-3: Maximum Applied Water Allowance and Estimated Total Water Use Calculation Summary ..... 4 Table 2-4: Yearly Water Demand Estimate for Avanti North ........................................................................ 4 Table 3-1: Potable and Non-Potable Water Use........................................................................................... 7 Table 3-2: Normal Year Water Supply ........................................................................................................ 10 Table 3-3: SB X7-7 2020 Compliance Form ............................................................................................... 11 Table 3-4: Adjusted District 40 Normal, Single, and Multi-Dry Water Year Assessment............................ 12 Table 5-1: District 40 Groundwater Volumes Available. ............................................................................. 17 Figures:

Figure 2-1: Site Map ...................................................................................................................................... 6 Figure 3-1: District 40 Service Area .............................................................................................................. 8 Figure 3-2: Available Water Supply vs Projected Demand ......................................................................... 10 Appendix:

Appendix A – Landscape ETWA Calculation .............................................................................................. 20 Appendix B – Landscape MAWA Calculation ............................................................................................. 21 Appendix C – Tentative Tract Map ............................................................................................................. 22 Avanti-North Water Supply Assessment 2
City Ventures Communities
1 Purpose of Report
To address uncertainty regarding water supply and provide a more detailed understanding of water availability for individual projects, the California State Legislature adopted Senate Bill 610 (SB 610). SB 610 requires that water supply availability be analyzed and documented as a part of the land use planning process to allow for a more collaborative planning effort between local water suppliers, cities, and counties.

1.1 Senate Bill 610
To be in compliance with SB 610, proposed projects shall conduct a Water Supply Assessment (WSA), which will need to be included in environmental documentation subject to the California Environmental Quality Act (CEQA). SB 610 §10912 defines a “project” that will require a WSA to be completed as any development that contains one of the following elements:
(1) A Proposed Residential Development of More Than 500 Dwelling Units. (2) A Proposed Shopping Center or Business Establishment Employing More Than 1,000 Persons or Having More Than 500,000 Square Feet of Floor Space. (3) A Proposed Commercial Office Building Employing More Than 1,000 Persons or Having More Than 250,000 Square Feet of Floor Space.
(4) A Proposed Hotel or Motel, Or Both, Having More Than 500 Rooms. (5) A Proposed Industrial, Manufacturing, Or Processing Plant, Or Industrial Park Planned to House More Than 1,000 Persons, Occupying More Than 40 Acres of Land, Or Having More Than 650,000 Square Feet of Floor Area.
(6) A Mixed-Use Project That Includes One Or More of the Projects Specified in This Subdivision.
(7) A Project That Would Demand an Amount of Water Equivalent to, Or Greater Than, The Amount of Water Required by A 500 Dwelling Unit Project.

The proposed development, Avanti-North, contains more than 500 dwelling units; therefore, qualifies as a project and requires a WSA pursuant to §10912. (a)(1).

The WSA must conclude that the supply of domestic water available to the development is adequate, and will continue to be adequate over the next 20 years during normal, dry, and multiple-dry years. The WSA conducted herein is produced for the Los Angeles County Waterworks Districts (LACWD) District 40 to meet the requirements of SB 610. The 2020 Urban Water Master Plan (UWMP) for LACWD District 40 identifies both Avanti-North and Avanti-South in Table 4-2A: Water Demand Commitment Summary; however, Avanti-North was a part of a new water supply assignment with AVEK from City Ventures to AVEK. That specific water supply is no longer available to the development, requiring a replacement water supply to be obtained elsewhere. The existing supply of water purchased from the State Water Program (SWP) that is imported through AVEK in conjunction with groundwater from the Antelope Valley Groundwater Basin is sufficient to accommodate Avanti-North.

Avanti-North Water Supply Assessment 3
City Ventures Communities
2 Project Description and Water Demand
Avanti-North is 237.25 acres located within the City of Lancaster, California. The proposed development is bound by Avenue “K”, 62nd Street West, Avenue K-8, and 70th Street West (Figure 2-1), and will primarily consist of single-family residential lots with private parks lots. The land use summary for AvantiNorth is presented in Table 2-1 and Table 2-2.

Avanti-North includes three major development land use types that require water supply: single family residential, public parks, and detention basins. The 2020 UWMP does not define water use duty factors; instead, the District demands are calculated based on available meter data in similar developments. The water use factor that has been utilized by development services staff similar projects within the District is

0.82 acre-feet per year per single-family residential lot. Annual water demand for the non-residential lots was determined utilizing the California Natural Resource Agency (CNRA) Water Budget Calculator Tool.

PACE has assumed that the private park will be irrigated by overhead sprinklers and that the detention basin will be drip irrigated. The Evapotranspiration (ETo) from Appendix A of the Model Water Efficiency Landscape Ordinance (MWELO) for Lancaster is 71.1 inches per year. Utilizing the value and assumptions listed above the total water use in acre-feet per year has been summarized in Table 2-3. The calculator provides the maximum applied water allowance (MAWA) and the estimated total water use (ETWU). For this analysis the estimated total water use in acre-feet per year was utilized to determine the amount of water that would need to be allocated for Avanti-North due to the value being more conservative than the maximum applied water allowance.

The Avanti-North Tentative Tract Map (Appendix C) divides the single family residential lots within the development into Planning Areas (P.A.) ‘A’ through ‘E’ as well as providing the Land Use Summary described in Table 2-1.

Table 2-1: Land Use Summary
Planning Area Total Area (AC) Percent (%)
Single- Family Residential 141.31 59.65
Parks (Private) 10.24 4.32
Detention Basins 10.60 4.47
Streets ‘A’-‘BB’ (Private) 32.41 13.66
Streets ‘CC’-‘YY’ (Private) 25.54 10.34
62nd Street West (Private) 0.12 0.05
Avenue “K” (Public) 4.46 1.88
70th St. West (Public) 2.72 1.15
Avenue ‘K-8’ (Public) 3.09 1.30
65th St. West (Public) 5.85 2.47
Avenue ‘K-4’ (Public) 0.16 0.07
Open Space (Private) 0.54 0.23
Trail/Open Space (Public) 1.21 0.51
Total 237.25 100.0
The number of lots, average lot area, and the total area is provided in Table 2-2.

Avanti-North Water Supply Assessment 4
City Ventures Communities
Table 2-2: Single Family Residential Acreage for Avanti-North Planning Area Number of Lots Average Lot Area (SF) Total Area (AC) P.A. ‘A’ 152 6,228 21.7
P.A. ‘B’ 154 6,819 24.1
P.A. ‘C’ 180 7,472 30.9
P.A. ‘D’
98 6,129 13.8
91 7,801 16.3
P.A. ‘E’
105 6,697 16.1
98 7,990 18.0
Total 878 7,019 141
Table 2-3: Maximum Applied Water Allowance and Estimated Total Water Use Calculation Summary
Irrigation
System
Plant
Water Use
Type
Plant Factor Area (FT2) Irrigation
Efficiency
Water Use
(AFY)
Zone 1 – Private Parks
Overhead Medium 0.5 446,054 0.75 -
Maximum Applied Water Allowance 27
Estimated Total Water Use 40.23
Zone 2 – Detention Basin
Drip Low 0.3 461,738 0.81 -
Maximum Applied Water Allowance 28
Estimated Total Water Use 23.13
* See Appendix A and Appendix B for Calculation Breakdown.

The total water demand in acre-feet per year is a combination of SFR demand factor and the ETWU, which is summarized in Table 2-4.

Table 2-4: Yearly Water Demand Estimate for Avanti North Land Use QTY Demand Factor
(AFY) Demand (AFY)
Single-Family
Residential 878 Unit 0.82 719.96
Park - - 40.23*
Detention Basin - - 23.13*
Total 783.32
* See Table 2-3 for Detailed Calculation Breakdown.

In the event that the recycled water system is built out, the potable water demand generated by the private parks and detention basins could be supplemented recycled water. The development of the recycled water system is discussed in further detail in Section 4.3. The WSA is conducted under the existing condition; therefore, recycled water is not available to supplement the demand increase.

To cross reference the amount of water supply required for Avanti-North, the target amount of water use of 225 gpcd (described in Section 3.3) was utilized to see if a higher AFY would be produced. The average density in a single family residential home in Lancaster California is approximately 3.22 people.

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Utilizing these values, the water demand generated by the SFR in Avanti-North is 712.44 AFY, which is just short of the conservative estimate generated by the District.

AVANTI
NORTH
AVANTI
Date: 4/10/2015

AVANTI NORTH
AERIAL
Figure 1
Lancaster
W:\A322\6-GIS\Mxds\Workspace\A322_AvantiAerial_20140910.mxd I 0 300 600 1,200
Feet
CA
Job Number Drawn By
A322 rflores
Avenue K
70th St60th St
Vacant Land
Residential
Area
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3 2020 Urban Water Management Plan (UWMP)
The Avanti-North WSA utilizes data from the 2020 Urban Water Management Plan (UWMP) for Los Angeles County Waterworks (LACWD) District No. 40 for the Antelope Valley in conjunction with the CNRA Water Budget Calculator Tool.

3.1 Water Use
LACWD District 40 is composed of eight regions in the cities of Lancaster and Palmdale (Region 4 and 34), unincorporated communities of Pearblossom (Region 24), Littlerock (Region 27), Sun Village (Region 33), Rock Creek (Region 39), Northeast Los Angeles County (Region 35), and Lake Los Angeles (Region 38). Region 4 and Region 34 include a large majority of the existing residential development within the District 40 service area (See Page 8 for the District 40 Service Area from the 2020 UWMP) . The UWMP provides a breakdown by land use type of District 40’s projected water demand, which can be found in Table 3-1. The additional water use generated by Avanti-North has been factored into an “adjusted total”.

Table 3-1: Potable and Non-Potable Water Use
Use Type
Projected Water Use (AC-FT/YR.)
2025 2030 2035 2040 2045
Single Family Residential 40,919 43,706 46,599 49,601 52,116 Multi-Family Residential 2,212 2,364 2,518 2,683 2,819
Commercial 3,112 2,617 2,178 1,780 1,870
Industrial 3,315 3,546 3,777 4,022 4,226
Institutional / Governmental 1,035 870 726 595 625
Losses 3,808 3,998 4,202 4,419 4,643
Total 54,400 57,100 60,000 63,100 66,300
Avanti-North 783 783 783 783 783
Adjusted Total 55,183 57,883 60,783 63,883 67,083
Section 3 2020 Urban Water Management Plan
3-2
Figure
3-1. District
Service
Area
8 Avanti-North Water Supply Assessment 9
City Ventures Communities

3.2 Water Supply
District 40 purchases water from the Antelope Valley East Kern Water District (AVEK), which receives the majority of its water supply as imported water from the State Water Project (SWP). AVEK is able to purchase additional SWP water from the DWR when available to be utilized to recharge the local groundwater basin in wet years or low-demand period to be utilized during periods of drought or high demand in a strategy called “water banking”. District 40 utilizes water from the Antelope Valley Groundwater Basin to supplement water purchased from the DWR. The UWMP states that groundwater quantity is unaffected by short-term drought conditions and is available during the normal, single, and multiple dry water year scenarios due to the sustainable yield determined by the adjudication process.

To address the water demand based on the projected level of growth in the service area, District 40 has executed a MOU with AVEK to implement a new Water Supply Entitlement Acquisition program for new developments that will be used to acquire additional imported water supplies. The UWMP identifies that in the normal, single, and multiple dry year scenarios, no supply shortage is anticipated because AVEK can meet District 40 demands by pumping groundwater from the banked supply. The Drought Risk Assessment (DRA) shows that no single year during the five-year drought period is projected to experience a supply shortage. The normal year water supply break down from the 2020 UWMP is provided in Table 3-2.

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Table 3-2: Normal Year Water Supply
Source Type
Water Supply (AC-FT/YR.)
2025 2030 2035 2040 2045
State Water Project 57,300 55,800 54,200 52,700 52,700
Groundwater 23,298 23,298 23,298 23,298 23,298
AVEK MOUs1 1,733 1,733 1,733 1,733 1,733
Recycled Water 764 902 1,102 1,302 1,302
Total 83,095 80,831 80,333 79,033 79,033

1. Planned developments that already had new water supply MOUs with AVEK as identified in LACWW District 40 UWMP (Table 4-2A). 1,733 AFY breakdown is 620 AFY for Avanti North, 567 AFY for Joshua Ranch Phases 4 & F, and 546 AFY for 2013 AVEK MOU. The value shown for Avanti North, 620 AFY, matches the amount identified in a previous version of Avanti North’s Water Supply Assessment, dated August 2015, that referred to this water as Nickel Water and is assumed to be the same water, which is no longer available.

The normal year water supply is graphed against the projected water demand with Avanti-North in Figure 3-2 to shown the impact on the total water available to the District under any year scenario.

Figure 3-2: Available Water Supply vs Projected Demand
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3.3 SB X7-7 District 40 Baseline and Targets
The Water Conservation Act of 2009 (SB X7-7) requires that all water suppliers increase the water use efficiency. The improvements associated with the bill includes public process, law making, and improvements in reporting. The 2010 UWMP and 2015 UWMP established the target amount of gallons’ per capita demand (gpcd) value of 225. To calculate the 2020 gpcd, the District determined the 2020 service area population using the DWR Population Tool and completed the SB X7-7 Compliance Form.

The summary of the District 2020 Compliance Form is shown in Table 3-3.

Table 3-3: SB X7-7 2020 Compliance Form
2020 GPCD
2020 Confirmed Target
GPCD
Did supplier achieve
targeted reduction for
2020? Y/N Actual 2020
GPCD
Total
Adjustments
Adjusted
2020 GPCD
199 0 199 225 Yes
Note: All Values are in GPCD.

District 40 was able to exceed the water reduction requirements outlined by SB X7-7.

3.3.1 Recycled Water
There are currently two main wastewater treatment plants in the study area described in the UWMP:

Lancaster Water Reclamation Plant (LWRP) and Palmdale Water Reclamation Plant (PWRP). District 14 of LACSD owns, operates, and maintains the LWRP, while LACSD District 20 owns, operates, and maintains PWRP. LWRP and PWRP treat the effluent to a tertiary level that can be utilized for irrigation, agriculture, urban reuse, wildlife habitat, maintenance, and recreational impoundments. The Antelope Valley Backbone provides the necessary distribution infrastructure to convey recycled water to uses, and thereby offset potable water demands. Phase 1 of the Antelope Valley Backbone was completed; however, the development of Phase 2 is required to connect the LWRP. The recycled water available in the Antelope Valley is greater than the existing uses with the use of recycled water is contingent upon the completion of the Antelope Valley Backbone and establishment a recycled water purveyor for the region.

3.3.2 New Water Supply
Per Section 1.1, District 40 has executed a MOU with AVEK to implement a new Water Supply Entitlement Acquisition program for new developments that will be used to acquire additional imported water supplies. The MOU allows for coordination between the Developer, District 40, and AVEK by incentivizing the following; the Developer and District 40 work together to determine the volume of new water supply needed; the Developer then pays AVEK for a letter of commitment to provide the new water supply to District 40; AVEK designates the water supply to District 40 for the Developer in addition to the current allocation of water supply. Avanti-North will not utilize the new water supply that was assigned to AVEK but has since been reallocated; instead, water will be primarily provided from the existing SWP and groundwater supply as discussed in Section 3.2.

3.3.3 Water Supply During Dry Years
Table 3-4 shows the adjusted water supply projections under normal, single and multiple dry year scenarios from the 2020 UWMP.

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Table 3-4: Adjusted District 40 Normal, Single, and Multi-Dry Water Year Assessment 2025 2030 2035 2040 2045
Demand 55,164 58,002 61,102 64,402 67,602
Average
Water
Year
Supply Total 83,086 81,724 80,324 79,024 79,024
• AVEK SWP 57,300 55,800 54,200 52,700 52,700
• Groundwater 6,789 6,789 6,789 6,789 6,789
• Federal Reserve 3,500 3,500 3,500 3,500 3,500
• Imported Return 10,400 10,400 10,400 10,400 10,400
• District/AVEK
Lease 2,600 2,600 2,600 2,600 2,600
• New Supply
(AVEK MOU)1
1,733 1,733 1,733 1,733 1,733
• Recycled Water 764 902 1,102 1,302 1,302
Difference 27,922 23,722 19,222 14,622 11,422

Single Dry
Water
Year
Supply Total 55,164 58,002 61,102 64,402 67,602
• AVEK SWP 5,000 5,000 5,000 5,000 5,000
• AVEK
Groundwater 24,378 27,078 29,978 33,078 36,278
• Groundwater 6,789 6,789 6,789 6,789 6,789
• Federal Reserve 3,500 3,500 3,500 3,500 3,500
• Imported Return 10,400 10,400 10,400 10,400 10,400
• District/AVEK
Lease 2,600 2,600 2,600 2,600 2,600
• New Supply
(AVEK MOU)1
1,733 1,733 1,733 1,733 1,733
• Recycled Water 764 902 1,102 1,302 1,302
Difference 0 0 0 0 0

Multi-Dry
Water
Year (5-
Years)
Supply Total 55,164 58,002 61,102 64,402 67,602
• AVEK SWP 18,200 18,200 18,200 18,200 18,200
• AVEK
Groundwater 11,178 13,878 16,778 19,878 23,078
• Groundwater 6,789 6,789 6,789 6,789 6,789
• Federal Reserve 3,500 3,500 3,500 3,500 3,500
• Imported Return 10,400 10,400 10,400 10,400 10,400
• District/AVEK
Lease 2,600 2,600 2,600 2,600 2,600
• New Supply
(AVEK MOU)1
1,733 1,733 1,733 1,733 1,733
• Recycled Water 764 902 1,102 1,302 1,302
Difference 0 0 0 0 0

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3.4 UWMP Water Availability Summary
The two primary water supply sources for District 40 are imported water purchased from the SWP and provided through AVEK and groundwater from the Antelope Valley Groundwater Basin. Due to utilizing excess water available through the SWP to recharge the local groundwater basin and annual sustainable yield determined by the adjudication process, the UWMP assumes that District 40’s available groundwater supply during all year types will be the same. AVEK is committed to meeting District 40’s projected demands for imported water in any water year scenario where AVEK’s SWP Table A allocation is greater than or equal to five percent. The AVEK SWP Table A allocation is 144,844 AC-AF/YR. No supply shortage is anticipated because AVEK can meet District 40’s demands by pumping groundwater from the banked SWP supply. The Drought Risk Assessment (DRA) shows that no single year during the five-year drought period is projected to experience a supply shortage.

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4 Water Supply Entitlements, Rights, & Service Contracts Law
10910. (d) (1) The assessment required by this section shall include an identification of any existing water supply entitlements, water rights, or water service contracts relevant to the identified water supply for the proposed project, and a description of the quantities of water received in prior years by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), under the existing water supply entitlements, water rights, or water service contracts.
(2) An identification of existing water supply entitlements, water rights, or water service contracts held by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), shall be demonstrated by providing information related to all of the following: (A) Written contracts or other proof of entitlement to an identified water supply. (B) Copies of a capital outlay program for financing the delivery of a water supply that has been adopted by the public water system.
(C) Federal, state, and local permits for construction of necessary infrastructure associated with delivering the water supply.
(D) Any necessary regulatory approvals that are required in order to be able to convey or deliver the water supply.

The projected water supply and demand under normal, single, and multi-year drought scenarios has been shown in Table 3-4. Primary supply sources for District 40 included the following:
• Imported Water – Purchased from the Antelope Valley East-Kern Water Agency (AVEK) • Groundwater – District 40 operates production wells with supply coming from the Antelope Valley Groundwater Basin, a sub-basin to the South Lahontan Hydrologic Region Basin • Recycled Water – Distribution system is still in the process of being developed with the existing production exceeding the current demand.

4.1 Imported Water
LACWD District 40 purchases imported water from Antelope Valley East-Kern (AVEK) Water Agency’s entitlement to State Water Project (SWP) delivered to the Antelope Valley. The Antelope Valley began to receive water deliveries from the State Water Project (SWP) in 1972. The entitlements for the SWP delivers to the valley a total of 158,000 AF, nearly 90% of which is held by AVEK with the remaining supply being distributed between the Palmdale Water District (PWD) and the Little Rock Creek Irrigation District (LCID). AVEK deliveries have yet to approach the quantity of the full entitlement. In 1981 the delivery peaked at approximately 79,400 AF. Currently water customers of AVEK demand approximately 75,000 AF per year. State Water Project facilities still need to be completed to enable AVEK to receive its full entitlement.

Supply from the SWP fluctuates on a yearly basis, and can be reduced in dry years. The current drought has caused agencies to receive 0%-10% allocation of State Water Project water during certain periods.

To firm up the water supply during dry years, the District purchases imported water from AVEK for the operation of the Aquifer Storage and Recovery (ASR) program. The program enables the banking of surplus imported water through treatment and injection into the groundwater basin. Then, during severe dry years, the surplus can be drawn from to meet demands.

4.2 Groundwater
LACWD District 40 extracts groundwater from the Antelope Valley Groundwater Basin. The groundwater basin has served the Antelope Valley as a key source of agricultural water. Groundwater extraction from Avanti-North Water Supply Assessment 15
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1926 to 1972 resulted in overdraft of the aquifer. As a result, management of the groundwater pumping rates has been instituted to bring extraction to the safe yield of the basin.

4.3 Recycled Water
LWRP and PWRP treat the effluent to a tertiary level that can be utilized for irrigation, agriculture, urban reuse, wildlife habitat, maintenance, and recreational impoundments. The Antelope Valley Backbone provides the necessary distribution infrastructure to convey recycled water, and thereby offset potable water demands. The recycled water available in the Antelope Valley is greater than the existing uses with the use of recycled water is contingent upon the completion of the Antelope Valley Backbone and establishment a recycled water purveyor for the region.

4.4 Summary
District 40 is not a SWP contractor; and as such, cannot obtain additional Table ‘A’ Entitlement. The result of the limitation on groundwater pumping and ability to obtain SWP Entitlement has lead the District to meet the majority of its future demands from water transfers/exchanges in conjunction with the use of recycled water. Thus, LACWD District 40 intends to develop the facilities and agreements necessary to meet future water demands to supplement the groundwater banking strategy developed over the previous years.
• New Water Supply through AVEK MOUs (Developer Fees)
• Development of Recycled Water Infrastructure
This water supply assessment estimates the water demand for Avanti-North to be 783 AF, which represents 0.9% of the total water supply projected in 2025, slightly increasing to 1% by 2045 of the water supply available to District 40. Available water supply for the Avanti-North development has been deemed adequate through 2045 based on the information provided in the 2020 UWMP.

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5 Groundwater
Law
10910. (f) If a water supply for a proposed project includes groundwater, the following additional information shall be included in the water supply assessment:
(1) A review of any information contained in the urban water management plan relevant to the identified water supply for the proposed project. (2) A description of any groundwater basin or basins from which the proposed project will be supplied. For those basins for which a court or the board has adjudicated the rights to pump groundwater, a copy of the order or decree adopted by the court or the board and a description of the amount of groundwater the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), has the legal right to pump under the order or decree. For basins that have not been adjudicated, information as to whether the department has identified the basin or basins as over drafted or has projected that the basin will become over drafted if present management conditions continue, in the most current bulletin of the department that characterizes the condition of the groundwater basin, and a detailed description by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), of the efforts being undertaken in the basin or basins to eliminate the long-term overdraft condition. (3) A detailed description and analysis of the amount and location of groundwater pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), for the past five years from any groundwater basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records. (4) A detailed description and analysis of the amount and location of groundwater that is projected to be pumped by the public water system, or the city or county if either is required to comply with this part pursuant to subdivision (b), from any basin from which the proposed project will be supplied. The description and analysis shall be based on information that is reasonably available, including, but not limited to, historic use records.
(5) An analysis of the sufficiency of the groundwater from the basin or basins from which the proposed project will be supplied to meet the projected water demand associated with the proposed project. A water supply assessment shall not be required to include the information required by this paragraph if the public water system determines, as part of the review required by paragraph (1), that the sufficiency of groundwater necessary to meet the initial and projected water demand associated with the project was addressed in the description and analysis required by paragraph (4) of subdivision (b) of Section 10631.

5.1 Groundwater Basin Description
District 40 extracts groundwater from the Antelope Valley Groundwater Basin. The basin is a part of the South Lahontan Hydrologic Region. Two main aquifers, a lower and an upper aquifer, make up the Antelope Valley Groundwater Basin. The groundwater basin is bounded by the Garlock and San Andreas Avanti-North Water Supply Assessment 17
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Fault zones, and is recharged from the runoff of the local mountains. The principle recharge occurs at the foot of the mountains and hills by percolation through the head of the alluvial fan systems.

The groundwater basin underlying the District is the Antelope Valley Groundwater Basin. The basin does not have an associated groundwater sustainability plan and DWR Bulletin-118 does not currently identify the basin as being in overdraft but describes subsidence that has occurred. The Antelope Valley Groundwater Basin is a closed basin, and the only major groundwater outflow is due to pumping. The total storage capacity of the Basin has been reported at 68 million ac-ft.

In December 2015, the Superior Court of California did find that the Basin was in overdraft, which resulted in groundwater adjudication that is still in place. As of 2020, the groundwater adjudication judgement provides non-overlying production rights of 6,789 AFY to the District. There is also additional supply available through the federal reserve right, imported water return flows, leased from AVEK. The total amount available to the District is 23,289 AFY. The ground water volumes are broken down in further detail in Table 5-1.

Table 5-1: District 40 Groundwater Volumes Available.

Description of Right Groundwater Right (AFY)
Non-Overlaying Production Right 6,879
55% of the Unused Federal Reserve Right 3,500
Imported Water Return Flows (39% of Previous 5-Year Average of Imported Supplies) 10,400
AVEK Lease 2,600
Total 23,289
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6 Conclusion

1. The Los Angeles County Waterworks Districts (LACWD), District 40 has been identified as the water distributor for Avanti-North.

2. Water demand for Avanti-North had been planned through water rights assigned to AVEK as shown in the 2020 UWMP; however, those specific rights are no longer available due to reallocation by AVEK.

3. AVEK is committed to conveying the SWP supply to the District under any year scenario.

4. The calculated water demand for Avanti-North is 738 acre-feet per year, which represents approximately 1% of the water supply available to the District.

5. The District provides water from the following sources:
• SWP Imported Water through AVEK
• Groundwater from the Antelope Valley Groundwater Basin • Recycled Water from tertiary treatment facilities and the AV Backbone Distribution System Through the use of the described programs and measures implemented by District 40 to reduce water demand and increase water supply it has been determined that sufficient water supply is available to support the Avanti-North development by City Ventures Communities.

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7 References
2019 California Green Building Standards Code 24 U.S.C. 2020 Urban Water Management Plan for Los Angeles County Waterworks District No. 40 Antelope Valley, Dated October 2021
Water Shortage Contingency Plan Los Angeles County Waterworks Districts, Dated July 2021 Avanti-North Water Supply Assessment 20
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Appendix A – Landscape ETWU Calculation
Irrigation Efficiency Default Value for overhead 0.75 and drip 0.81.

Plant Water Use Type Plant FactorVery Low 0 - 0.1Low 0.2 - 0.3Medium 0.4 - 0.6High 0.7 - 1.0SLA 1.0 Hydrozone Select System From
the Dropdown List click on cell below
Plant Water Use
Type (s) (low,
medium, high)
Plant Factor
(PF)
Hydrozone Area (HA)
(ft
2) Without SLA Irrigation Efficiency
(IE)
(PF x HA (ft
2))/IE
Zone 1 Overhead Spray High 0.70 - 0.75 0Zone 2 Overhead Spray Medium 0.50 446,054 0.75 297,370Zone 3 Overhead Spray Medium 0.40 - 0.75 0Zone 4 Drip Low 0.30 461,736 0.81 171,013Zone 5 Drip Low 0.30 - 0.81 0Zone 6 Drip Low 0.20 - 0.81 0Zone 7Zone 8Zone 9 Zone 10Zone 11Zone 12Zone 13Zone 14Zone 15Zone 16Zone 17Zone 18Zone 19Zone 20Zone 21Zone 22Zone 23Zone 24Zone 25Zone 26Zone 27Zone 28Zone 29Zone 30Zone 31Zone 32Zone 33Zone 34Zone 35 468,383
SLA 0 0
Sum 907,790
Results
MAWA = - ETWU = 20,646,320 Gallons ETWU complies with MAWA 2,760,021 Cubic Feet27,600.21 HCF

63.36 Acre-feet20.65 Millions of Gallons
Estimated Total Water Use
Equation: ETWU = ETo x 0.62 x [((PF x HA)/IE) + SLA]; Considering precipitation ETWA = (ETo-Eppt) x 0.62 x [((PF x HA)/IE) +SLA] Enter values in Pale Blue Cells
Tan Cells Show Results
Messages and Warnings
Avanti-North Water Supply Assessment 21
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Appendix B – Landscape MAWA Calculation
Instructions
Cells with pale blue background are for entering dataResults show in cells with tan background Tan Cells Show ResultsMessages and warnings are displayed in cells with yellow background1) Select city by clicking on blue cell and choosing a city from the drop down menu ETo Click on the blue cell on right to Pick City Name Lancaster Name of Cityappears in the tan cell below the name of the city ETo of City from Appendix A 71.10 ETo (inches/year) 2) Enter square footage of overhead spray irrigated landscape area 446054.4 Overhead Landscape Area (ft 2 )
3) Enter square footage of drip irrigated landscape area 461736 Drip Landscape Area (ft 2 )
4) Enter square footage of Special Landscape Area (SLA) 0 SLA (ft
2 )
Total Landscape Area 907,790
Results:
5) MAWA results appear in the tan cells (ETo) x (0.62) x [(0.45 x LA) + (1.0 - 0.45) X SLA)] 18,006,930 Gallons 2,407,184 Cubic Feet
24,072 HCF
55 Acre-feet18 Millions of Gallons
MAWA calculation incorporating Effective Precipitation (Optional) Precipitation (Optional)ETo of City from Appendix A 71 ETo (inches/year) Total Landscape Area 907,790 LA (ft
2 )
Special Landscape Area 0 SLA (ft
2 )
6) If you are considering effective precipitation (Eppt), enter total annual precipitation. 0 Total annual precipitiation (inches/year)
7) Eppt Enter Effective Precipitation 0.00 Eppt (in/yr)(25% of total annual precipitation) 8) For comparison, MAWA without effective precipitation is displayed belowMAWA without Eppt (Gallons) Results:

MAWA = [(ETo - Eppt) x (0.62)] x [(0.45 x LA) + ((1.0 - 0.45) x SLA)] - Gallons - Cubic Feet- HCF- Acre-feet- Millions of Gallons
Enter value in Pale Blue Cells
Messages and Warnings
Maximum Applied Water Allowance Calculations for New and Rehabilitated Non-Residential Landscapes Avanti-North Water Supply Assessment 22
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Appendix C – Tentative Tract Map
CV COMMUNITIES L.L.C. 237.25 ACRES 1 FOOT 1"=60' MAY 4, 2015 CONTOUR INTERVAL: GROSS ACREAGE: DATE: SCALE: SINGLE-FAMILY RESIDENTIAL GROSS ACREAGE NUMBER OF LOTS: PARKS (PRIVATE) SINGLE-FAMILY RESIDENTIAL LAND USE 1 - 878 LOTS 237.25 AC ACREAGE ESTIMATED EARTHWORK QUANTITIES: THERE ARE NO EXISTING HABITABLE STRUCTURES WITHIN THE BOUNDARIES OF THIS TENTATIVE TRACT MAP 73507. THE PRELIMINARY EARTHWORK QUANTITIES SHALL BALANCE ON-SITE. MULTIPLE FINAL MAPS MAY BE FILED PURSUANT TO SECTION 66456 OF THE CALIFORNIA GOVERNMENT CODE. HIGH SCHOOL: ANTELOPE VALLEY UNION HIGH SCHOOL DISTRICT (QUARTZ HILL HIGH SCHOOL) PARK REQUIREMENTS TO BE MET BY THE COMBINATION OF PARK DEDICATION AND PARK CONSTRUCTION. WEST: VACANT SOUTH: VACANT EAST: SINGLE-FAMILY RESIDENTIAL ADJACENT LAND USES: NORTH: VACANT PROPOSED RETAINING WALL PROPOSED STREET ELEVATION PROPOSED PAD ELEVATION 16. EXISTING STREET ELEVATION EXISTING WATER SYSTEM EXISTING SEWER SYSTEM EXISTING STORM DRAIN 15. 14. 13. 12. 11. 8. SCHOOL DISTRICTS: ELEMENTARY: WESTSIDE UNION SCHOOL DISTRICT (DEL SUR SCHOOL) 10. 9. PROPOSED LAND USE: SINGLE-FAMILY RESIDENTIAL / PARKS (PRIVATE) EXISTING ZONING: SPECIFIC PLAN (SP) 1. EXISTING LAND USE: VACANT / UNDEVELOPED 2. 4. 7. DETENTION BASINS AVENUE 'K' (PUBLIC) 5. PROPOSED ZONING: SPECIFIC PLAN 17. PROPOSED STREETS 'A'-'XX' AND 62nd STREET WEST WILL BE PRIVATE AND SHALL BE OWNED AND MAINTAINED BY AN 19. THE DEVELOPER (APPLICANT) SHALL RESERVE THE RIGHT TO MERGE LOTS ON THE FINAL MAP. TOTAL PERCENT(%) 100.0% 3. EXISTING GENERAL PLAN LAND USE: SP: SPECIFIC PLAN / UR: URBAN RESIDENTIAL (2.1-6.5 DU/AC) 6. PROPOSED GENERAL PLAN LAND USE: UR: (URBAN RESIDENTIAL 2.1-6.5 DU/AC) 20. THERE ARE THREE EXISTING WATER WELLS TO BE CAPPED AND ABANDONED PER COUNTY STANDARDS. PARKS (PRIVATE) 21. THERE IS ONE EXISTING OIL WELL TO BE CAPPED AND ABANDONED PER COUNTY STANDARDS. 22. TENTATIVE TRACT MAP 73507 INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF LAND BEING SUBDIVIDED. 23. TENTATIVE TRACT MAP 73507 LIES WITHIN FLOOD ZONE 'X' AND A PORTION WITHIN FLOOD ZONE 'B', COMMUNITY 24. TENTATIVE TRACT MAP 73507 IS NOT A GATED COMMUNITY. 25. THERE ARE NO PROPOSED OPEN STORM DRAIN CHANNELS WITHIN THE TENTATIVE TRACT MAP BOUNDARIES. 26. TOPOGRAPHIC SURVEY WAS FLOWN AND COMPILED BY PROPOSED PUBLIC UTILITY EASEMENT 27. 28. CALCULATIONS ACCEPTED BY THE CITY OF LANCASTER. 29. 30. ALL PROPOSED DIMENSIONS ON THE TENTATIVE TRACT MAP ARE APPROXIMATE. ADJUSTED FILL: 1,260,000 CY ADJUSTED CUT: 1,260,000 CY 31. ALL ON-SITE STORM DRAIN FACILITIES SIZE AND LOCATION ARE PRELIMINARY AND SUBJECT TO FINAL HYDRAULIC 32. ACCESS SHALL BE RESTRICTED ON 65th STREET WEST, AVENUE K-8, 70th STREET, AVENUE K, 62nd STREET WEST AND AVENUE K-4. ALL STORM WATER DISCHARGE FROM THIS TENTATIVE TRACT MAP SHALL BE TREATED BY PERMANENT, ON-SITE TREATMENT CONTROL BMP'S FOR TRASH AND DEBRIS OF OFF-SITE AND ON-SITE PRIOR TO DISCHARGE TO ANY DOWNSTREAM REGIONAL STORM WATER FACILITY. THE PROPOSED PARK LOTS 879 AND 880 ARE PRIVATE AND SHALL BE OWNED AND MAINTAINED BY AN APPROVED H.O.A. ALL RESIDENTIAL LOTS SHALL MAINTAIN A 1% MINIMUM GRADE FROM THE REAR OF THE LOT TO THE PUBLIC STREET. CONTACT: MICHAEL WHITE WATER LOS ANGELES COUNTY WATER WORKS 260 EAST AVENUE K-8 LANCASTER, CA 93535 (877) 637-3661 SEWER ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY TELEPHONE VERIZON CABLE TV TIME WARNER CABLE GAS SOUTHERN CALIFORNIA GAS COMPANY GEOTECHNICAL / SOILS INVESTIGATION REPORT WAS PREPARED BY ALTA CALIFORNIA GEOTECHNICAL, DATED MAY 8, 2015. DETENTION BASINS PROPOSED PLANNING AREA BOUNDARY THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING N 89°51'48" W OF THE CENTERLINE OF AVENUE K AS SHOWN ON PARCEL MAP NO. 060557, RECORDED IN BOOK 327 PAGES 17 AND 18, OF PARCEL MAPS IN THE CITY OF LANCASTER, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA. AVANTI NORTH, L.P.A DELAWARE LOS ANGELES COUNTY SANITATION DISTRICT 1955 WORKMAN MILL ROAD WHITTIER, CA 90607 (562) 699-7411 2065 WEST AVENUE K LANCASTER, CA 93534 (661) 427-2200 42060 10th STREET WEST LANCASTER, CA 93534 (661) 726-5658 70th STREET WEST (PUBLIC) 878 22 893 879 - 880 881 - 882 PROPOSED CENTERLINE RADIUS PROPOSED CONCRETE SIDEWALK PROPOSED LOT NUMBER LOT SUMMARY / SITE SECTIONS 12 TITLE SHEET 3 - 7 TENTATIVE TRACT MAP89 SHEET # DESCRIPTION PROPOSED RETAINING WALL HEIGHTS TRASH/REFUSE CITY OF LANCASTER 44933 NORTH FERN AVENUE MIDDLE SCHOOL: WESTSIDE UNION SCHOOL DISTRICT (DEL SUR SCHOOL) 3121 MICHELSON DRIVE SUITE 150 (949) 258-7555 IRVINE, CA 92612 (800)483-3000 41551 10th STREET WEST PALMDALE, CA 93550 (888) 892-2253 LANCASTER, CA 93534 (661) 723-6000 LIMITED PARTNERSHIP CONTACT: MICHAEL WHITE 3121 MICHELSON DRIVE SUITE 150 (949) 258-7555 IRVINE, CA 92612 AVENUE 'K-8' (PUBLIC) 65th STREET WEST (PUBLIC) DISTRICT NO. 40, ANTELOPE VALLEY FIRE LOS ANGELES COUNTY FIRE DEPARTMENT 335 A EAST AVENUE K-6 LANCASTER, CA 93534 (661) 949-6319 CS MONUMENT NORTH EDGE IN WELL 8" DN, ELEVATION 2376.771 AT CENTERLINE INTERSECTION OF AVENUE K AND FUTURE 65th STREET WEST MARKED (1/4 COR 22, 27, T7N, R13W, LANCASTER QUAD). 1 CONSTRUCT MINIMUM 4.0" THICK A.C. PAVEMENT ON 7.0" CRUSHED AGGREGATE BASE2 CONSTRUCT 6" P.C.C. CURB AND GUTTER PER A.P.W.A. STANDARD PLAN NO. 120-13 CONSTRUCT 4" P.C.C. SIDEWALK PER A.P.W.A. STANDARD PLAN NO. 112-14 CONSTRUCT 4" P.C.C. MEANDERING SIDEWALK 5 CONSTRUCT MINIMUM 3.5" THICK A.C. PAVEMENT ON 6.0" CRUSHED AGGREGATE BASE6 CONSTRUCT 6" CURB ONLY PER A.P.W.A. STANDARD PLAN NO. 120-1-A1-150 (6) 7 CONSTRUCT MINIMUM 3.5" THICK A.C. PAVEMENT ON 5.0" CRUSHED AGGREGATE BASE8 CONSTRUCT 8" CURB ONLY PER A.P.W.A. STANDARD PLAN NO. 120-1-A1-200 (8) 9 CONSTRUCT 8" P.C.C. CURB AND GUTTER PER A.P.W.A. STANDARD PLAN NO. 120-1-A2-200 (8) PAD ELEVATIONS SHOWN HEREON MAY BE ADJUSTED PLUS OR MINUS 3 FEET. TENTATIVE TRACT 73507 LIES WITHIN THE AVANTI SPECIFIC PLAN. ALL SLOPES SHALL BE A MAXIMUM OF 2:1, UNLESS OTHERWISE NOTED. PANEL 06037C0415F. AN EXISTING 1 FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY FOR RIGHTS TO CONSTRUCT, MAINTAIN, ALTER AND REPAIR BY DEED RECORDED MAY 14, 1942 IN BOOK 19270, PAGE 397, O.R., AS SHOWN ON PLAT TO BE ABANDONED. AN EXISTING 1 FOOT EASEMENT GRANTED TO SOUTHERN CALIFORNIA EDISON COMPANY FOR RIGHTS TO CONSTRUCT, MAINTAIN, ALTER AND REPAIR BY DEED RECORDED MAY 14, 1942 IN BOOK 19296, PAGE 274, O.R., AS SHOWN ON PLAT TO BE ABANDONED. AN EXISTING EASEMENT GRANTED TO THE CITY OF LANCASTER FOR DRAINAGE AND BASIN PURPOSES ALONG WITH APPURTENANT STRUCTURES BY DEED RECORDED JULY 3, 1993 AS INSTRUMENT NO. 93-1341992, O.R., AS SHOWN ON PLAT TO BE ABANDONED. AN EXISTING EASEMENT GRANTED TO G.T.E. CALIFORNIA INCORPORATED FOR USE TO CONSTRUCT, MAINTAIN, OPERATE, A ALTER, REPAIR AND REMOVE ALONG WITH APPURTENANT STRUCTURES BY DEED RECORDED JULY 26, 1993 AS INSTRUMENT NO. 93-1423054 O.R.. COMPOSITE TENTATIVE TRACT MAP THAT PORTION OF THE WEST HALF AND THE WEST HALF OF THE EAST HALF OF SECTION 27, TOWNSHIP 7 NORTH, RANGE 13 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF LANCASTER, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA. 3204-002-126 REVISED DATE: JUNE, 2016 33. PROPOSED DETENTION BASIN LOTS 881 & 882 ARE PUBLIC AND SHALL BE OWNED AND MAINTAINED BY THE CITY OF LANCASTER. EXISTING AC PAVEMENT 'C'-'I' OPEN SPACE (PRIVATE) OPEN SPACE (PRIVATE) 7 REVISED DATE: NOVEMBER, 2016 34. OPEN SPACE LOTS 'C'-'I' SHALL BE OWNED AND MAINTAINED BY AN APPROVED H.O.A. PHASING PLAN REVISED DATE: FEBRUARY, 2017 62nd STREET WEST (PRIVATE) 18. PROPOSED STREETS 65th STREET WEST, AVENUE K-8, AVENUE K, 70th STREET WEST AND AVENUE K-4 WILL BE PUBLIC AND SHALL BE OWNED AND MAINTAINED BY THE CITY OF LANCASTER. PROPOSED TRACT BOUNDARY PROPOSED 2:1 SLOPE PROPOSED SITE SECTIONS PROPOSED DETENTION BASIN FENCING PROPOSED 4:1 SLOPE PROPOSED STREET LIGHT PROPOSED FIRE HYDRANT PLANNING AREA BOUNDARIES PROPOSED BASIN GATE TRAIL / OPEN SPACE 2 STREETS (PRIVATE) 2 REVISED DATE: APRIL 4, 2017 35. ALL PROPOSED LANDSCAPE AND VARIABLE WIDTH ACCESS EASEMENTS SHALL BE MAINTAINED BY AN APPROVED H.O.A. 'A' STREETS 'A'-'BB' (PRIVATE) 'B' STREETS 'CC'-'YY' (PRIVATE) AVENUE K-4 (PUBLIC) REVISED DATE: APRIL 28, 2017 36. TRAIL AND OPEN SPACE LOTS 'J' AND 'K' SHALL BE OWNED AND MAINTATINED BY THE CITY OF LANCASTER. M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 141.31 AC 59.56% 4.32% 4.47% 13.66% 10.34% 0.05% 1.88% 1.15% 1.30% 2.47% 0.07% 0.23% 10.24 AC 10.60 AC 32.41 AC 24.54 AC 0.12 AC 4.46 AC 2.72 AC 3.09 AC 5.85 AC 0.16 AC 0.54 AC APPROVED H.O.A..AAA REVISED DATE: FEBRUARY 1, 2022 PROPOSED STORM DRAIN LINE PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM DRAIN CATCH BASIN ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: GROSS ACREAGE: 237.25 ACRES NET ACREAGE: 221.13 ACRES NUMBER OF RESIDENTIAL LOTS: 878 GROSS DENSITY: 3.70 DU/AC. NET DENSITY: 4.70 DU/AC. P.A. 'A' (LOTS 1-152) NUMBER OF LOTS: 152 ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: P.A. 'B' (LOTS 153-306) NUMBER OF LOTS: 154 ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: P.A. 'D' (LOTS 487-675) NUMBER OF LOTS: 98 MINIMUM LOT SIZE: MINIMUM LOT SIZE: 5,000 SF 10,149 SF 6,129 SF 5,500 SF 19,076 SF 6,819 SF 55' x 110' 5,250 SF 17,708 SF 6,228 SF 50' x 105' MINIMUM LOT AREA: 5,500 SF MINIMUM LOT AREA: MINIMUM LOT AREA: 5,000 SF 5,250 SF ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: NUMBER OF LOTS: MINIMUM LOT AREA: P.A. 'C' (LOTS 307-486) ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: NUMBER OF LOTS: 180 MINIMUM LOT SIZE: 6,000 SF 15,119 SF 7,472 SF 60' x 100' MINIMUM LOT AREA: 6,000 SF 5,000 SF LOTS (LOTS 487-584 - 50' x 100') 6,000 SF LOTS (LOTS 585-675 - 60' x 100') 91 6,000 SF 14,993 SF 7,801 SF 6,000 SF P.A. 'E' (LOTS 676-878) ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: NUMBER OF LOTS: 105 5,500 SF 14,283 SF 6,697 SF MINIMUM LOT AREA: 5,500 SF ACTUAL MINIMUM LOT AREA: MAXIMUM LOT AREA: AVERAGE LOT AREA: NUMBER OF LOTS: MINIMUM LOT AREA: 5,500 SF LOTS (LOTS 676-780 - 50' x 110') 6,600 SF LOTS (LOTS 781-878 - 60' x 110') 98 6,600 SF 18,653 SF 7,990 SF 6,600 SF (NET ACREAGE IS GROSS ACREAGE MINUS AVENUE K, 70th STREET WEST, AVENUE K-8 AND 65th STREET WEST) 'J'-'K' TRAIL / OPEN SPACE (PUBLIC) 1.21 AC 0.51% NUMBER OF LOTS: (LOTS 1-152 - 50' X 105') (LOTS 153-306 - 55' X 110') (LOTS 307-486 - 60' X 100'') MINIMUM LOT SIZE: 50' X 100' MINIMUM LOT SIZE: 60' X 100' MINIMUM LOT SIZE: 50' X 110' MINIMUM LOT SIZE: 60' X 110' LOT NO. 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 LOT WIDTH @ ROW (LF) 65555555555555566652555655555555555555555555555555555654565460555555555454545455555555555562756055555555 LOT AREA (SF) 8,875 6,325 6,325 6,325 6,325 6,325 6,324 6,054 12,430 19,076 10,417 8,927 8,991 8,983 8,976 8,968 8,960 8,953 8,945 8,938 8,930 8,922 8,915 8,907 8,899 8,857 8,416 17,296 13,493 8,634 8,178 7,514 7,506 7,498 7,490 7,666 7,688 7,709 7,732 7,587 7,513 7,383 7,225 7,066 6,914 7,890 9,608 6,486 6,135 6,059 6,050 6,050 LOT NO. 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 LOT WIDTH @ ROW (LF) 55555562475555555555555554535065585555555555555555526255555555555555555466675555555555555555556767555555 LOT AREA (SF) 6,050 6,050 6,050 8,155 6,216 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,869 6,096 6,910 7,829 5,884 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 6,740 7,790 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,911 8,641 8,386 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 8,316 8,555 5,940 5,940 5,940 LOT NO. 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 LOT WIDTH @ ROW (LF) 5555555555556767555555555555555555676755555555555555555555555555556767555555555555555555555555555567 LOT AREA (SF) 5,940 5,940 5,899 5,816 5,775 5,775 8,315 8,315 5,775 5,775 5,734 5,651 5,610 5,610 5,610 5,610 5,610 8,076 6,990 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 7,916 8,316 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 5,775 7,340 LOT NO. 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 LOT WIDTH @ ROW (LF) 62606062658173 115 60606262606067786974626163606262686260828769585960725960637550656567576261 LOT AREA (SF) 7,834 6,360 6,360 8,097 9,535 13,130 12,207 12,334 7,439 6,712 7,936 7,139 6,600 6,600 6,882 7,320 6,966 9,251 9,374 8,071 8,456 7,500 7,193 9,034 10,024 7,314 7,500 8,871 11,229 9,478 7,025 6,730 6,600 8,239 6,749 6,771 7,108 8,052 6,802 9,637 7,670 7,521 9,338 9,688 8,236 LOT NO. 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 LOT WIDTH @ ROW (LF) 60615141596060606163636363636363626060606060755659706060 104 61626067606060617740626060606762 LOT AREA (SF) 8,238 7,805 8,280 14,781 7,748 7,014 7,063 7,010 7,019 7,122 7,140 7,147 7,145 7,139 7,108 7,074 6,971 6,900 6,900 6,900 6,900 6,900 8,626 9,063 15,119 12,940 8,018 6,900 11,653 10,447 6,494 6,959 9,195 8,748 7,260 7,260 7,217 8,107 9,400 6,714 7,703 7,860 7,860 9,085 9,441 LOT NO. 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 LOT WIDTH @ ROW (LF) 606060629553606060606060606060606060575660606060606060606060606053536060606060606060606060 LOT AREA (SF) 7,620 7,620 7,768 7,959 11,446 6,845 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,681 6,793 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,846 6,846 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 LOT NO. 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 LOT WIDTH @ ROW (LF) 605656606060606060606060606060535960606060606060606051676060606060606060606060606060606081 LOT AREA (SF) 6,300 6,793 6,794 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,300 6,846 7,732 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,945 8,751 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 7,500 13,438 LOT NO. 1 2 3
45 678
9101112131415161718192021222324252627282930313233343536373839404142434445464748495051 LOT WIDTH @ ROW (LF) 575050505050505050505050505050505050474554515050505050505050505050505050514745515050505050505050475550 LOT AREA (SF) 6,812 5,750 5,745 5,760 5,897 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,000 6,004 7,522 8,828 13,991 13,895 8,096 8,335 8,330 8,324 8,318 8,311 8,305 8,299 8,292 8,286 8,280 8,273 8,267 8,261 8,241 7,909 14,594 17,708 9,236 5,781 5,751 5,750 5,750 5,750 5,750 5,750 5,750 6,805 7,665 5,250 LOT NO. 525354555657585960616263646566676869707172737475767778798081828384858687888990919293949596979899 100 101 102 LOT WIDTH @ ROW (LF) 505050505050505050505050505564505050505050505050505050505063635050505050505050505050505050636350505050 LOT AREA (SF) 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 7,665 7,948 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 7,948 7,948 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 7,948 7,948 5,250 5,250 5,250 5,250 LOT NO. 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 LOT WIDTH @ ROW (LF) 5050505050505050505063475050505050505050505050615450505050505050505050504749505050505050505050505049 LOT AREA (SF) 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 7,948 6,215 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 7,686 7,427 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 5,250 6,216 6,725 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 6,725 LOT NO. 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 LOT WIDTH @ ROW (LF) 475150505050505050505050505050505050505050526650505050505050505050505050505050506849505050505050 LOT AREA (SF) 9,806 6,970 6,462 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,500 6,498 6,422 6,306 6,190 6,087 6,200 8,107 8,541 5,735 5,753 5,771 5,788 5,806 5,824 5,842 5,859 5,877 5,895 5,912 5,930 5,948 5,965 5,983 6,001 6,019 9,647 7,029 5,900 5,900 5,900 5,900 5,900 5,900 LOT NO. 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 LOT WIDTH @ ROW (LF) 505050504771505050505050505050505142505050505050505050505043545754505050505050525252525252525252 LOT AREA (SF) 5,900 5,900 5,900 5,900 7,266 7,848 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 5,500 6,956 6,406 5,900 5,900 5,900 5,900 5,900 5,900 5,900 5,900 5,900 5,900 6,329 7,299 6,775 5,760 5,676 5,500 5,500 5,500 5,500 5,500 5,512 5,569 5,569 5,569 5,569 5,569 5,569 5,569 5,569 5,569 LOT NO. 583 584 585 586 587 588 589 590 591 592 593 594 595 596 597 598 599 600 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 630 LOT WIDTH @ ROW (LF) 51478660606060606060606057526060606060606060606047 104 60606060606060606060626760606060606071626665 LOT AREA (SF) 5,522 6,477 10,149 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 7,616 7,586 7,080 7,080 7,080 7,080 7,080 7,080 7,080 7,080 7,080 7,426 8,377 11,140 6,601 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 8,166 9,356 7,080 7,080 7,080 7,080 7,080 7,738 11,162 7,778 8,820 6,869 LOT NO. 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 LOT WIDTH @ ROW (LF) 525050505050505050505245505050505050505861494949495045455054535351505050505050505057685454545454545454 LOT AREA (SF) 6,418 5,750 5,750 5,750 5,750 5,750 5,750 5,750 5,708 5,328 11,604 14,283 8,184 6,893 6,900 6,900 6,900 7,167 7,199 8,798 9,219 7,118 7,139 7,164 7,160 6,830 11,644 10,773 9,722 6,834 7,022 6,960 6,805 6,611 6,544 6,511 6,502 6,494 6,486 6,478 6,467 8,113 9,365 6,260 6,260 6,260 6,260 6,260 6,260 6,260 6,260 LOT NO. 727 728 729 730 731 732 733 734 735 736 737 738 739 740 741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772 773 774 775 776 777 LOT WIDTH @ ROW (LF) 495050506267505050504949494949495074465050545555555450505050475750505050494848484950596550575858535050 LOT AREA (SF) 6,116 6,100 6,100 6,100 9,066 8,556 5,400 5,400 5,400 5,430 5,555 5,580 5,628 5,696 5,787 5,794 5,769 9,928 6,729 5,750 5,750 5,966 5,996 5,996 5,996 5,947 5,750 5,750 5,750 5,750 6,815 7,615 5,500 5,500 5,500 5,500 5,578 5,592 5,492 5,385 5,256 5,108 7,291 9,649 6,268 6,711 6,802 6,781 6,461 6,243 6,293 LOT NO. 778 779 780 781 782 783 784 785 786 787 788 789 790 791 792 793 794 795 796 797 798 799 800 801 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820 821 822 823 824 825 826 827 828 LOT WIDTH @ ROW (LF) 505052685959595960606060775760606060606060608195766058606060606060606062576060606060606060606066646759 LOT AREA (SF) 6,397 6,362 7,953 9,943 8,040 7,931 7,668 7,409 7,320 7,320 7,320 7,320 10,895 7,475 6,480 6,480 6,480 6,480 6,480 6,480 6,480 6,703 8,236 10,238 10,799 8,991 7,508 7,080 7,080 7,080 7,080 7,080 7,080 7,080 7,080 8,766 7,615 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 6,600 7,133 7,863 9,082 8,127 LOT NO. 829 830 831 832 833 834 835 836 837 838 839 840 841 842 843 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 869 870 871 872 873 874 875 876 877 878 LOT WIDTH @ ROW (LF) 6060606060606060606065565361606060606060586249656060625760606359566460595260606060605252606060606052 LOT AREA (SF) 8,011 8,077 8,129 8,135 8,135 8,135 8,135 8,135 8,134 8,045 9,462 18,109 11,889 7,391 7,705 7,681 7,656 7,632 7,607 7,582 7,381 10,359 16,396 10,146 7,259 7,380 9,141 8,806 7,620 7,530 9,511 18,653 9,599 7,156 7,334 8,723 7,065 6,600 6,600 6,600 6,600 6,600 7,065 7,715 7,200 7,200 7,200 7,200 7,200 7,715 LOT NO. 631 632 633 634 635 636 637 638 639 640 641 642 643 644 645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 663 664 665 666 667 668 669 670 671 672 673 674 675 LOT WIDTH @ ROW (LF) 606060606057805760606060596155566160636363636370756063676170755959606059595959595959595985 LOT AREA (SF) 6,600 6,600 6,600 6,600 6,600 7,615 13,468 8,162 7,530 7,530 7,530 7,530 7,509 7,042 14,935 14,993 7,468 7,923 8,002 7,908 7,808 7,710 7,615 8,599 9,022 7,259 7,562 7,816 7,336 12,000 12,288 7,972 7,692 7,384 7,344 7,332 7,406 7,439 7,474 7,507 7,538 7,567 7,594 7,598 12,144 M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 LOT 879 6.02 AC PARK (PRIVATE)
12379.7
22379.9
32380.1
42380.3
52380.5
62380.7
72380.9
82381.2
92381.4 102381.6 11 2381.8 12 2382.0 132382.2 142382.4 15 2382.6 162382.8 17 2383.0 182383.2 192383.4 20 2383.6 36 2386.9 37 2387.238 2387.539 2387.8 31 2385.9 322386.1 33 2386.3 34 2386.5 21 2383.8 22 2384.0 23 2384.3 24 2384.5 25 2384.7 26 2384.9 272385.1 28 2385.3 29 2385.5 40 2387.8 41 2387.7 42 2387.6 43 2387.4 44 2387.2 45 2387.0 46 2386.8 47 2386.6 48 2386.4 49 2386.2 65 2384.0 64 2384.2 63 2384.4 62 2384.6 61 2384.8 60 2385.0 59 2385.2 58 2385.4 57 2385.6 56 2385.8 55 2386.0 54 2386.2 53 2386.4 52 2386.6 51 2386.8 50 2387.2 81 2386.4 802386.1 79 2385.9 78 2385.4 77 2385.6 76 2385.4 752385.1 74 2384.6 73 2384.4 722384.1 71 2383.9 70 2383.6 69 2383.4 682383.1 67 2382.9 66 2382.6 82 2386.4 97 2382.6 96 2382.9 952383.1 94 2383.4 93 2383.6 92 2383.9 91 2384.1 90 2384.4 89 2384.6 88 2384.9 872385.1 86 2385.4 85 2385.6 84 2385.9 832386.1 113 2385.7 112 2385.4 111 2385.1 110 2384.9 109 2384.7 108 2384.4 107 2384.1 106 2383.9 105 2383.6 104 2383.4 103 2383.1 102 2382.9 101 2382.6 100 2382.3 99 2382.0 98 2381.7 126 2381.7 125 2382.0 124 2382.3 123 2382.6 122 2382.9 121 2383.1 120 2383.3 119 2383.6 118 2383.9 117 2384.1 116 2394.3 115 2384.6 114 2384.9 139 2384.5 127 2381.0 152 2381.0 151 2381.3 150 2381.6 149 2381.9 148 2382.2 147 2382.5 146 2382.8 145 2383.1 144 2383.4 143 2383.7 142 2383.9 141 2384.2 140 2384.5 457 2381.0 430 2380.5 429 2380.5 402 2379.5 444 2384.8 443 2385.2 442 2384.9 441 2384.6 440 2384.2 439 2383.8 438 2383.5 437 2383.1 436 2382.8 435 2382.4 434 2382.1 433 2381.7 432 2381.3 431 2381.0 456 2381.3 455 2381.6 454 2381.9 453 2382.2 452 2382.5 451 2382.8 450 2383.1 449 2383.4 448 2383.7 447 2384.0 446 2384.3 445 2384.6 416 2385.2 417 2384.9 418 2384.6 419 2384.2 420 2383.8 421 2383.5 422 2383.1 423 2382.8 424 2382.4 425 2382.1 426 2381.7 427 2381.3 428 2381.0 403 2380.5 404 2380.5 405 2381.0 406 2381.4 407 2381.7 408 2382.0 409 2382.3 410 2382.6 411 2382.9 412 2383.2 413 2383.5 414 2383.8 415 2384.1 468 2384.0 467 2383.7 466 2383.4 465 2383.1 464 2382.8 463 2382.5 462 2382.2 461 2381.9 460 2381.6 459 2381.3 458 2381.0 486 2377.6 485 2377.8 484 2378.0 483 2378.3 482 2378.5 481 2378.7 480 2379.0 479 2379.2 478 2379.5 477 2379.7 476 2380.0 475 2380.2 474 2380.4 473 2380.6 472 2380.8 471 2380.7 470 2380.5 469 2380.2 376 2384.1377 2383.8 378 2382.2 379 2382.0 380 2381.8 381 2381.6 382 2381.8 383 2382.0 384 2382.2 385 2380.8 386 2380.5 387 2380.2 388 2379.9 389 2379.6 395 2380.8 394 2380.5 393 2380.2 392 2379.9 390 2379.5401 2377.8 400 2378.0 396 2378.7 397 2378.5 398 2378.3 399 2378.0 307 2386.2 308 2386.0 310 2385.5 317 2386.2 316 2386.0 315 2385.8 313 2384.9 371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 153 2388.4 154 2386.6 155 2388.8 156 2389.0 157 2389.3 158 2389.5 159 2389.7 160 2389.9 161 2390.3 162 2390.7 687 2387.0 686 2387.0 685 2387.2 684644 2382.6 645 2382.4 646 2381.2 647 2381.3648 2381.5649 2381.3650 2381.0651 2380.8652 2380.6 443' 18' 534'
18'
443' 18' 534'
18' LOT 882 5.07 AC DENTENTION BASIN LOT ''C'' 0.01 AC OPEN SPACE LOT ''G'' 0.17 AC OPEN SPACE 73'
127'
2' 85'
143'
448'
137'
73' LOT ''H'' 0.09 AC OPEN SPACE 314 2385.5 309 2385.8 311 2385.3 312 2385.0 30 2385.7 35 2386.7 138 2384.2 137 2383.9 136 2383.7 135 2383.4 134 2383.1 133 2382.8 132 2382.5 131 2382.2 130 2381.9 129 2381.6 128 2381.3 96' 57'
8'
115' 47'
18' 50'
115' 50'
20' 30'
114' 50'
2 9' 21'
116'
51' 11' 39'
120' 10'
41' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50'
20' 30'
121' 50' 2' 7' 41'
123' 75' 9'
38'
149' 94'
45'
172'
143' 0'
45' 6' 157'
117' 8'
50'
44' 7' 166'
41' 167'
50'
9' 50' 167'
50'
50' 166'
50'
50' 166'
50'
50' 166'
50'
50' 166'
50' 50'
50' 166'
50' 166'
50'
50' 166'
50'
50' 166'
50'
50' 165'
50' 50'
50' 165'
50' 165'
50'
31' 16' 163'
3'
50' 50'
47' 4' 154'
47'
187'
138' 111'
30'
45'
45'
134'
32' 19'115' 106' 31' 7' 12' 115' 50' 50'
10' 40'
115' 50'
115' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
99' 53'
8' 47'
18'
64' 105' 92'
18'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
63' 18' 92'
76' 105'
55' 16'
71' 25'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50' 25'
71' 16' 55'
77'
77' 105'
63' 18' 92'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
76' 92'
18' 63'
63' 105' 92'
18'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
63' 18' 92' 105'
61' 18' 92'
74'
50'
50' 105'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
60' 92'
18' 47' 26'
4 9' 19' 17' 54' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
47' 18' 92'
18' 94'
8' 55' 110'
49'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
55' 94'
8'
18' 49'
59' 110'
63' 8'18' 27' 22' 27'
18'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
51' 18' 94'
8' 57'
66' 105'
53' 18' 92' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 60' 105'
60'
60' 105'
60' 98'
11' 56'
65'
53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
56' 98'
11'
66' 105'
53' 18' 92'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60' 60'
60' 105'
65' 98'
11' 56'
53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
58' 105' 2'
32' 25' 11' 4' 90'
99' 18' 65'
115' 71'
8' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 48' 7'
115' 55'
10' 46'
105' 55' 4'
62'
153' 159'
52'
151'
60' 65'
30' 43'
31' 62'
18' 84' 11' 68'
106' 60'
106' 60' 60'
106' 60'
113' 9' 57' 85'
65' 93'
138'
18'
68'
13' 79'
15'
54' 30' 41' 28'
109' 37' 25' 18' 82' 18' 62'
116'
61' 60'
133'
62' 60'
147'
32'
28' 9' 10
6'
121'
5' 68'
18'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
114' 18' 62'
127' 70' 60'
127' 60' 60'
127' 60' 60' 60' 16'
4 3' 3' 127'
55'
10'
88'
27'
67' 24' 57'
18'
118'
131'
131' 60'
131' 60'
123' 35'
2 5'55'
30' 1'
108'
45'
31'
40' 108'
108' 18' 60'
121' 80' 60'
121' 60' 60' 60'
121' 98' 32' 27' 2'
116'
15'
28'
49' 25'
116' 67'
18'
103'
116' 52' 8'
101' 13' 30' 19' 75'
25'
61' 73'
98' 18' 60'
111' 1'
119'
140' 59'
29'
79'
2 6' 30'
4 8' 25'
64' 189'
42' 104' 11' 25' 34'
50'
111'
50'
103'
50'
161'
0'
154'
131'
93'
57'
57' 24'
59' 127'
59' 129'
59' 131'
59'
63'
132'
48'
11'
16' 1'
130'
60'
14' 49'
12'
120'
60'
56'
159'
37'
132'
141'
35'
55' 114'
60'
17' 44'
123' 60'
18'
41'
22 27' 18'
' 8' 108' 18' 57'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125'
125'
34' 40' 104'
56'
6'
29'
86'
61' 73' 60' 60' 60' 45' 391 2379.6
132'
31' 85'
60' 75' 60' 60' 5'
112'
100'
125' 14'
43' 43'
16'
308'
61'
766'
211'
321'
65'
210'
149'
187' LOT ''J'' 0.68 AC OPEN SPACE
25'
31'
52' 22'
22'
43' 210'
448'
17'
2386.0
2385.0
2384.0
2383.0
2382.0 2374.0 2371.0 2370.5 2370.0 2369.5
2368.0
2367.5
2367.0
2366.5 2373.5
'D'
'D'
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
12 12
&/
18 18
12 12

30 60

30 &/
18 18
12 30

60 30
&/
&/ 16
24 24
16 40

80 40
12 18
18 12
30 30
60 &/
&/ 22
13 13
22 35
35 70

5 2000

5 40

5 400

5 300
5 300

5 5 300
30 5 30

5 400

2379.4
2379.6 PI
2380.2 PI

1.0%
2383.7
2382.7
2381.7
2387.6
2387.1
2386.6
2386.1
2385.6
2385.1
2384.6
2384.4 2384.7 2385.1 2385.5 2384.2
2387.9
2387.5
2387.1
2386.7
2386.3
LP
2386.3
2386.7
2386.3
2385.9
2385.4
2385.0
2385.4
HP
2385.9
PI
PI
HP
PI
LP
2385.6 PI
2385.4 2383.8 2384.3 2384.7 2383.3 2382.8 0.4% 0.4%

1.0% 2385.3
5 30

2382.7
2384.4
2384.2
2383.8
2383.4
2383.0
2382.6
PI
HP 2.2% 0.4%
2383.6
2384.3
2383.8
PI
HP
2383.3
18 18
12 12

30 60

30 &/ 0.5% 0.5%
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2 2379.0 FS/LP

1.0%

1.0% 2387.0 FS/LP
2380.0
2079.6
2079.5
2378.5
2378.0
2377.5
2377.5
LP
LP
2375.4
LP
2376.8
2376.4
2376.0
2375.6
17 17

29 58

29 12
12 &/ 17
17 29

58 29

12 12
&/ 17
17 29

58 29

2382.2
2381.8
2381.4 2376.5 2377.7 PI 2378.5 PI 2379.3 2379.8 2380.3

0.5% 2380.8 2381.3 2381.8

0.5%
2382.3 2377.6 2378.7 PI 2379.3

0.6% 1.1%

1.1% 2379.9 2380.5 2381.1 2381.7 2382.3 2382.9 2383.4

0.6% 2378.2 2378.8 2379.3

1.3% PI

0.5% 2379.8 2380.3 2380.8 12
18 18
12 30
30 60

&/ 2382.3 2381.8 2381.3

0.6% 2383.7 2383.2 2382.7 2382.2 2381.7 2381.2 2380.7 2380.2 2379.7 12 18 18
12 30
30 60

&/
2384.0
PI
2383.6
2383.2
2382.8
2382.4
2382.00.9% 0.4% 0.4% 2379.7 2377.8 2379.2

1.4% 2379.8

0.6% PI 2380.4 2381.0 12
18 18
12 30
30 60

&/ 2381.6

0.6% 2382.2 PI 2383.0

1.0% PI

0.4%

0.5% 0.5% 0.5% 2378.7 2380.6 2379.8 PI 2381.1

0.5% 0.9% 2381.6 2382.1 12
18 18
12 30
30 60

&/ 2382.6 2383.1 2383.6

0.5% 2384.1 2384.5
2378.8
2378.4
2378.0
2377.6
2377.2
PI
HP 0.54%
PI
LP
2377.9 0.4% 0.7% 5 300

2378.4
PI
2377.6
PI
LP
2378.0
2380.8
2380.4
2380.0
2379.6
2379.2
2378.8
2378.4 0.4%
PI
2381.0
2381.5

1.0% 2381.8 2382.0 PI 2382.4

0.4% 2382.8 2383.2 2383.6 12
18 18
12 30
30 60

&/ 2384.0 2384.4

0.4% 2384.8 PI
2385.8 HP
PI
2385.4
2385.0
2384.6
2384.2

0.4% 0.4%
2383.5
18 18
12 30

60 30
&/ 12
18 18
12 30
30 60

&/ 2382.3 2381.8 2381.3

0.5% 2380.8 2380.3 2379.8

0.5% 2379.3 2378.6 2378.8 2378.3 2378.2

1.4% LP
18 18

12 12

30 30
60 &/
&/
16 24

24 16
40 40

80 8

8 2377.40
2377.00 2377.82
2376.6 FG TC 2377.4 FG
2377.42 2377.12
2379.96 TC 2377.8 FG 2379.13 FG 2378.20 FG
TC PI
2377.62 2378.0 TC 2377.0 FG 2377.4 2378.47 TC 2378.60 FG 2389.78 TC 2388.96 TC
2379.14 TC
2380.73 FG
2379.86 FG
2380.53 TC
2381.60 TC
2381.37 TC
2383.24 TC
2382.74 FG
2383.15 FG 2385.41 FG 2377.8 FG 2378.60 FG 2378.07 TC 2378.7 TC 2380.30 TC 2381.53 FG 2377.2
TC
FG
FG
2377.1
TC
2376.6
2376.92
2377.4
TC
2776.2 FG 2376.4 FG 2377.7 TC
TC 2377.92 FG
FG
2377.9 2376.6 FG 2376.8 FG 2377.2 FG 2378.42 TC 2376.8 FG/LP 2377.7 TC 2376.94 FG TC 2377.82
2377.58 FG
2378.32 FG 2377.3 FG
2378.26 TC
2377.85
2378.35 2377.67
FG
TC FG LP 2377.9 FG 2376.2 FG 2378.73 FG 2380.20 TC 2378.2 FG 2378.3 TC 2378.87 TC 2379.10 TC 2379.53 FG 2380.07 TC 2379.46 FG 2378.64 FG
2378.8
FG
2378.24 FG
2378.91 TC
2381.10 FG
2379.06 FG
2381.53 FG
2382.42 TC
2379.91 FG
2380.76 TC
2380.26 FG
2379.73 TC 2382.37 FG
2381.92 FG
2381.52 FG
2384.01 FG
2380.70 FG
2384.05 TC
2382.34 FG
2383.17 FG
2386.22 FG
2383.01 TC
2383.55 FG
2382.17 TC
2384.37 FG
2383.82 TC
2384.82 FG
2385.69 TC
2383.97 FG
2385.19 FG
2384.64 TC
2386.46 FG 2388.09 FG
2386.51 TC
2386.01 FG
2385.64 FG
2385.46 TC
2386.82 FG
2386.28 TC
2387.28 FG
2384.87 TC
2384.79 FG
2387.32 TC
2388.06 FG
2387.09 TC
2388.88 FG
2388.73 TC
2389.73 FG
2388.46 FG 2389.28 FG 2379.00 FG 2379.93 FG 2379.40 FG 2379.50 TC 2379.67 TC 2379.00 FG 2379.40 FG 2380.33 FG 2380.73 FG 2379.80 FG 2380.20 FG 2379.80 FG 2381.10 TC 2380.47 TC 2380.60 FG 2381.13 FG 2380.87 TC 2381.00 FG 2380.60 FG 2381.80 TC 2381.20 TC 2381.99 FG 2381.33 TC 2380.90 FG 2380.90 FS 2380.00 FG 2380.50 FS 2380.63 TC 2380.10 FG 2380.60 TC 2379.60 FG 2380.37 TC 2379.27 TC 2379.90 TC 2380.70 TC 2380.20 FG 2381.29 FG 2381.03 FG 2381.30 FG/HP 2381.50 TC 2380.40 FG 2381.86 FG 2378.10 FG 2379.97 TC 2379.70 FG 2376.90 FG 2377.30 FG 2379.20 FG 2380.63 FG 2378.90 FG 2377.80 TC 2379.30 FG 2377.57 TC 2379.80 TC 2380.23 FG 2379.83 FG 2379.57 TC 2377.00 TC 2376.10 FG 2379.17 TC 2378.90 FG 2379.40 TC 2378.50 FG 2379.00 TC 2378.77 TC 2375.70 FG 2379.43 FG 2378.50 FG 2378.60 TC 2377.70 FG 2379.03 FG 2378.10 FG 2376.37 TC 2378.37 TC 2377.03 FG 2377.70 FG 2378.20 TC 2377.30 FG 2377.97 TC 2378.63 FG 2378.23 FG 2377.83 FG 2376.90 FG 2376.50 FG 2376.50 FG 2377.40 TC 2377.17 TC 2377.43 FG 2376.77 TC 2376.60 TC 2376.10 FG2377.00 FG2375.70 FG 2375.61 2376.20 TC 2375.30 FG
FG
TC
2376.63 2375.97 TC
2375.25
2374.81
TC
2374.89
TC
TC/LP
2375.77
FG
2376.27
TC 2374.86 FG
2375.31
FG
2375.81
TC
2374.64
FG 2374.94 FG
2375.04 TC
2384.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2382.78
TC
2380.56 FG
2377.07
2377.16 TC
2376.70 TC
2382.78 TC
TC
2382.55
2375.71 FG
2375.44 TC
2375.21 TC
2376.04
TC
2375.81 TC
2376.31 FG
2376.47 TC
2376.47 TC
2376.97 FG
2376.93 TC
2376.73 TC
2377.23 FG
2377.20 TC
2377.70 FG
2377.98 TC
2380.06
2377.35 TC
TC
2377.85 FG
2377.98 TC
2377.35 TC
2377.85 FG
2378.38 TC
2378.15 TC
2378.65 FG
2378.65 FG
2378.15 TC
2378.79 TC
2378.56 TC
2379.06 FG
2378.79 TC
2378.56 TC
2379.06 FG
2379.19 TC
2379.19 TC
2378.96 TC
2378.96 TC
2379.46 FG
2379.46 FG
2379.60 TC
2379.60 TC
2379.37 TC
2379.87 FG
2379.37 TC
2379.87 FG
2380.29 TC
2380.29 2380.06 TC
TC
2380.56 FG
2382.95 FG PI
STREET
'GG'
STREET
'A'

WEST AVENUE 'K'
65th
STREET

WEST AVENUE 'K' STREET 'B'
'C' STREET STREET STREET STREET 'J'
STREET
'F'
STREET
'G'
STREET
'H'
STREET
'I' STREET 'K' STREET 'L' STREET 'L' STREET
'T' STREET
ST. 'W'
STREET
'X'
STREET
'Y'
STREET
'Z' 'E' 'E' 'E' STREET 'AA' ST. 'BB'
70th STREET WEST 35
20 70
35 20
14 12
8 6
12 12
8 10
23 20
14 20
23 10

100

50 50

10 20
20 14
20 23
10 47

97 50

84 42

42 20

15 14

20 15

2376.5
ST. 'E' 'E'

SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD

SD SD SD SD SD SD SD
8" W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD LOT 879 6.02 AC PARK (PRIVATE)
12379.7
22379.9
32380.1
42380.3
52380.5
62380.7
72380.9
82381.2
92381.4 102381.6 11 2381.8 12 2382.0 132382.2 142382.4 15 2382.6 162382.8 17 2383.0 182383.2 192383.4 20 2383.6 36 2386.9 37 2387.238 2387.539 2387.8 31 2385.9 322386.1 33 2386.3 34 2386.5 21 2383.8 22 2384.0 23 2384.3 24 2384.5 25 2384.7 26 2384.9 272385.1 28 2385.3 29 2385.5 40 2387.8 41 2387.7 42 2387.6 43 2387.4 44 2387.2 45 2387.0 46 2386.8 47 2386.6 48 2386.4 49 2386.2 65 2384.0 64 2384.2 63 2384.4 62 2384.6 61 2384.8 60 2385.0 59 2385.2 58 2385.4 57 2385.6 56 2385.8 55 2386.0 54 2386.2 53 2386.4 52 2386.6 51 2386.8 50 2387.2 81 2386.4 802386.1 79 2385.9 78 2385.4 77 2385.6 76 2385.4 752385.1 74 2384.6 73 2384.4 722384.1 71 2383.9 70 2383.6 69 2383.4 682383.1 67 2382.9 66 2382.6 82 2386.4 97 2382.6 96 2382.9 952383.1 94 2383.4 93 2383.6 92 2383.9 91 2384.1 90 2384.4 89 2384.6 88 2384.9 872385.1 86 2385.4 85 2385.6 84 2385.9 832386.1 113 2385.7 112 2385.4 111 2385.1 110 2384.9 109 2384.7 108 2384.4 107 2384.1 106 2383.9 105 2383.6 104 2383.4 103 2383.1 102 2382.9 101 2382.6 100 2382.3 99 2382.0 98 2381.7 126 2381.7 125 2382.0 124 2382.3 123 2382.6 122 2382.9 121 2383.1 120 2383.3 119 2383.6 118 2383.9 117 2384.1 116 2394.3 115 2384.6 114 2384.9 139 2384.5 127 2381.0 152 2381.0 151 2381.3 150 2381.6 149 2381.9 148 2382.2 147 2382.5 146 2382.8 145 2383.1 144 2383.4 143 2383.7 142 2383.9 141 2384.2 140 2384.5 457 2381.0 430 2380.5 429 2380.5 402 2379.5 444 2384.8 443 2385.2 442 2384.9 441 2384.6 440 2384.2 439 2383.8 438 2383.5 437 2383.1 436 2382.8 435 2382.4 434 2382.1 433 2381.7 432 2381.3 431 2381.0 456 2381.3 455 2381.6 454 2381.9 453 2382.2 452 2382.5 451 2382.8 450 2383.1 449 2383.4 448 2383.7 447 2384.0 446 2384.3 445 2384.6 416 2385.2 417 2384.9 418 2384.6 419 2384.2 420 2383.8 421 2383.5 422 2383.1 423 2382.8 424 2382.4 425 2382.1 426 2381.7 427 2381.3 428 2381.0 403 2380.5 404 2380.5 405 2381.0 406 2381.4 407 2381.7 408 2382.0 409 2382.3 410 2382.6 411 2382.9 412 2383.2 413 2383.5 414 2383.8 415 2384.1 468 2384.0 467 2383.7 466 2383.4 465 2383.1 464 2382.8 463 2382.5 462 2382.2 461 2381.9 460 2381.6 459 2381.3 458 2381.0 486 2377.6 485 2377.8 484 2378.0 483 2378.3 482 2378.5 481 2378.7 480 2379.0 479 2379.2 478 2379.5 477 2379.7 476 2380.0 475 2380.2 474 2380.4 473 2380.6 472 2380.8 471 2380.7 470 2380.5 469 2380.2 376 2384.1377 2383.8 378 2382.2 379 2382.0 380 2381.8 381 2381.6 382 2381.8 383 2382.0 384 2382.2 385 2380.8 386 2380.5 387 2380.2 388 2379.9 389 2379.6 395 2380.8 394 2380.5 393 2380.2 392 2379.9 390 2379.5401 2377.8 400 2378.0 396 2378.7 397 2378.5 398 2378.3 399 2378.0 443' 18' 534'
18'
443' 18' 534'
18' LOT 882 5.07 AC DENTENTION BASIN
73'
127'
2' 85'
143' 30 2385.7 35 2386.7 138 2384.2 137 2383.9 136 2383.7 135 2383.4 134 2383.1 133 2382.8 132 2382.5 131 2382.2 130 2381.9 129 2381.6 128 2381.3 96' 57'
8'
115' 47'
18' 50'
115' 50'
20' 30'
114' 50'
2 9' 21'
116'
51' 11' 39'
120' 10'
41' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50'
20' 30'
121' 50' 2' 7' 41'
123' 75' 9'
38'
149' 94'
45'
172'
143' 0'
45' 6' 157'
117' 8'
50'
44' 7' 166'
41' 167'
50'
9' 50' 167'
50'
50' 166'
50'
50' 166'
50'
50' 166'
50'
50' 166'
50' 50'
50' 166'
50' 166'
50'
50' 166'
50'
50' 166'
50'
50' 165'
50' 50'
50' 165'
50' 165'
50'
31' 16' 163'
3'
50' 50'
47' 4' 154'
47'
187'
138' 111'
30'
45'
45'
134'
32' 19'115' 106' 31' 7' 12' 115' 50' 50'
10' 40'
115' 50'
115' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
99' 53'
8' 47'
18'
64' 105' 92'
18'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
63' 18' 92'
76' 105'
55' 16'
71' 25'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50' 25'
71' 16' 55'
77'
77' 105'
63' 18' 92'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
76' 92'
18' 63'
63' 105' 92'
18'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
63' 18' 92' 105'
61' 18' 92'
74'
50'
50' 105'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
50' 105'
50'
60' 92'
18' 47' 26'
4 9' 19' 17' 54' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
50' 105'
47' 18' 92'
18' 94'
8' 55' 110'
49'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
50' 110'
50'
55' 94'
8'
18' 49'
59' 110'
63' 8'18' 27' 22' 27'
18'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
60' 110'
60'
51' 18' 94'
8' 57'
66' 105'
53' 18' 92' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 60' 105'
60'
60' 105'
60' 98'
11' 56'
65'
53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
56' 98'
11'
66' 105'
53' 18' 92'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60' 60'
60' 105'
65' 98'
11' 56'
53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
58' 105' 2'
32' 25' 11' 4' 90'
114' 18' 62'
127' 70' 60'
127' 60' 60'
127' 60' 60' 60' 16'
4 3' 3' 127'
55'
10'
88'
27'
67' 24' 57'
18'
118'
131'
131' 60'
131' 60'
123' 35'
2 5'55'
30' 1'
108'
45'
31'
40' 108'
108' 18' 60'
121' 80' 60'
121' 60' 60' 60'
121' 98' 32' 27' 2'
116'
15'
28'
49' 25'
116' 67'
18'
103'
116' 52' 8'
101' 13' 30' 19' 75'
25'
61' 73'
98' 18' 60'
111' 1'
119'
140' 59'
29'
79'
2 6' 30'
4 8' 25'
64' 189'
42' 104' 11' 25' 34'
41'
22 27' 18'
' 8' 108' 18' 57'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125'
125'
34' 40' 104'
56'
6'
86'
61' 73' 60' 60' 60' 45' 391 2379.6
132'
31' 85'
60' 75' 60' 60' 5'
112'
100'
125'
308'
61'
766'
211'
321'
65'
210'
149'
187' LOT ''J'' 0.68 AC OPEN SPACE
25'
31'
52' 22'
22'
43' 210'
2386.0
2385.0
2384.0
2383.0
2382.0 2371.0 2370.5 2370.0 2369.5
2368.0
2367.5
2367.0
2366.5
'D'
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
12 12
&/
18 18
12 12

30 60

30 &/
&/ 22
13 13
22 35
35 70

5 400

5 300
5 300

5 5 300
30 5 30

2387.6
2387.1
2386.6
2386.1
2385.6
2385.1
2384.6
2384.4 2384.7 2384.2 2382.8 2379.0 FS/LP

1.0%

1.0% 2387.0 FS/LP
2380.0
2079.6
2079.5
2378.5
2378.0
2377.5
2377.5
LP
LP
2375.4
LP
2376.8
2376.4
2376.0
2375.6
17 17

29 58

29 12
12 &/ 17
17 29

58 29

12 12
&/ 17
17 29

58 29
2376.5 2377.7 PI 2378.5 PI 2379.3 2379.8 2380.3

0.5% 2380.8 2381.3 2381.8

0.5% 2377.6 2378.7 PI 2379.3

0.6% 1.1%

1.1% 2379.9 2380.5 2381.1 2381.7 2382.3 2382.9

0.6% 2378.2 2378.8 2379.3

1.3% PI

0.5% 2379.8 2380.3 2380.8 12
18 18
12 30
30 60

&/ 2382.3 2381.8 2381.3

0.6% 2383.7 2383.2 2382.7 2382.2 2381.7 2381.2 2380.7 2380.2 2379.7 12 18 18
12 30
30 60

&/
2384.0
PI
2383.6
2383.2
2382.8
2382.4
2382.00.9% 0.4% 0.4% 2379.7 2377.8 2379.2

1.4% 2379.8

0.6% PI 2380.4 2381.0 12
18 18
12 30
30 60

&/ 2381.6

0.6% 2382.2 PI 2383.0

1.0% PI

0.4%

0.5% 0.5% 0.5% 2378.7 2380.6 2379.8 PI 2381.1

0.5% 0.9% 2381.6 2382.1 12
18 18
12 30
30 60

&/ 2382.6 2383.1 2383.6

0.5% 2384.1 2384.5
2378.8
2378.4
2378.0
2377.6
2377.2
PI
HP 0.54%
PI
LP
2377.9 0.4% 0.7% 5 300

2378.4
PI
2377.6
PI
LP
2378.0
2380.8
2380.4
2380.0
2379.6
2379.2
2378.8
2378.4 0.4%
PI
2381.0
2381.5

1.0% 2381.8 2382.0 PI 2382.4

0.4% 2382.8 2383.2 2383.6 12
18 18
12 30
30 60

&/ 2384.0 2384.4

0.4% 2384.8 PI
2385.8 HP
PI
2385.4
2385.0
2384.6
2384.2

0.4% 0.4%
2383.5 12
18 18
12 30
30 60

&/ 2382.3 2381.8 2381.3

0.5% 2380.8 2380.3 2379.8

0.5% 2379.3 2378.6 2378.8 2378.3 2378.2

1.4% LP
2377.40
2377.00 2377.82
2376.6 FG TC 2377.4 FG
2377.42 2377.12
2379.96 TC 2377.8 FG 2379.13 FG 2378.20 FG
TC PI
2377.62 2378.0 TC 2377.0 FG 2377.4 2378.47 TC 2378.60 FG 2379.14 TC
2380.73 FG
2379.86 FG
2380.53 TC
2381.60 TC
2381.37 TC
2383.24 TC
2382.74 FG
2383.15 FG 2385.41 FG 2377.8 FG 2378.60 FG 2378.07 TC 2378.7 TC 2380.30 TC 2381.53 FG 2377.2
TC
FG
FG
2377.1
TC
2376.6
2376.92
2377.4
TC
2776.2 FG 2376.4 FG 2377.7 TC
TC 2377.92 FG
FG
2377.9 2376.6 FG 2376.8 FG 2377.2 FG 2378.42 TC

6.8 FG/LP
377.7 TC 2376.94 FG
TC 2377.82
2377.58 FG
2378.32 FG 2377.3 FG
2378.26 TC
2377.85
2378.35 2377.67
FG
TC FG LP 2377.9 FG 2376.2 FG 2378.73 FG 2380.20 TC 2378.2 FG 2378.3 TC 2378.87 TC 2379.10 TC 2379.53 FG 2380.07 TC 2379.46 FG 2378.64 FG
2378.8
FG
2378.24 FG
2378.91 TC
2381.10 FG
2379.06 FG
2381.53 FG
2382.42 TC
2379.91 FG
2380.76 TC
2380.26 FG
2379.73 TC 2382.37 FG
2381.92 FG
2381.52 FG
2384.01 FG
2380.70 FG
2384.05 TC
2382.34 FG
2383.17 FG
2386.22 FG
2383.01 TC
2383.55 FG
2382.17 TC
2384.37 FG
2383.82 TC
2384.82 FG
2385.69 TC
2383.97 FG
2385.19 FG
2384.64 TC
2386.46 FG 2388.09 FG
2386.51 TC
2386.01 FG
2385.64 FG
2385.46 TC
2386.82 FG
2386.28 TC
2387.28 FG
2384.87 TC
2384.79 FG
2387.32 TC
2387.09 TC 2379.00 FG 2379.93 FG 2379.40 FG 2379.50 TC 2379.67 TC 2379.00 FG 2379.40 FG 2380.33 FG 2380.73 FG 2379.80 FG 2380.20 FG 2379.80 FG 2381.10 TC 2380.47 TC 2380.60 FG 2381.13 FG 2380.87 TC 2381.00 FG 2380.60 FG 2381.80 TC 2381.20 TC 2381.99 FG 2381.33 TC 2380.90 FG 2380.90 FS 2380.00 FG 2380.50 FS 2380.63 TC 2380.10 FG 2380.60 TC 2379.60 FG 2380.37 TC 2379.27 TC 2379.90 TC 2380.70 TC 2380.20 FG 2381.29 FG 2381.03 FG 2381.30 FG/HP 2381.50 TC 2380.40 FG 2381.86 FG 2378.10 FG 2379.97 TC 2379.70 FG 2376.90 FG 2377.30 FG 2379.20 FG 2380.63 FG 2378.90 FG 2377.80 TC 2379.30 FG 2377.57 TC 2379.80 TC 2380.23 FG 2379.83 FG 2379.57 TC 2377.00 TC 2376.10 FG 2379.17 TC 2378.90 FG 2379.40 TC 2378.50 FG 2379.00 TC 2378.77 TC 2375.70 FG 2379.43 FG 2378.50 FG 2378.60 TC 2377.70 FG 2379.03 FG 2378.10 FG 2376.37 TC 2378.37 TC 2377.03 FG 2377.70 FG 2378.20 TC 2377.30 FG 2377.97 TC 2378.63 FG 2378.23 FG 2377.83 FG 2376.90 FG 2376.50 FG 2376.50 FG 2377.40 TC 2377.17 TC 2377.43 FG 2376.77 TC 2376.60 TC 2376.10 FG2377.00 FG2375.70 FG 2375.61 2376.20 TC 2375.30 FG
FG
TC
2376.63 2375.97 TC
2375.25
2374.8
TC
2374.89
TC
TC/
2376.2
FG
2374.64
FG 2374.94 FG
2380.56 FG
2375.71 FG
2376.31 FG
2376.97 FG
2377.23 FG
2377.70 FG
2377.85 FG
2378.65 FG
2379.06 FG
2379.46 FG
2379.87 FG PI AVENUE 'K' AVENUE 'K' STREET 'B'
'C' STREET STREET STREET STREET 'J'
STREET
'F'
STREET
'G'
STREET
'H'
STREET
'I' STREET 'K' STREET
STREET
'X'
STREET
'Y'
STREET
'Z' 'E' 'E' 'E' STREET 'AA' ST. 'BB'
70th STREET WEST 35
20 70
35 20
14 12
8 6
12 12
8 10
23 20
14 20
23 10

100

50 50

10 20
20 14
20 23
10 47

97 50
'E' 'E' 20
143'
8' 2377.40 2377.00
2377.82
2376.6 FG
TC
2377.42
2377.12
TC
PI
2377.62
2378.0 TC
2377.0 FG
2377.4
2377.2 2375.4 FG
TC
FG 2375.4 FG FG
2377.1
TC 2376.6
2376.92
2377.4
TC 2776.2 FG
2376.4 FG
TC
2377.92 FG
FG
2377.9
2376.6 FG
2378.42 TC
2376.94 FG
TC 2377.58 FG
2377.82
2378.32
FG
2377.3 FG 2378.26 TC
2377.85
2378.35
2377.67 FG
TC
FG
LP
2377.9
FG
2376.2 FG
FG
2378.8 20
143'
8' 2377.40 2377.00
2377.82
2376.6 FG
TC
2377.42
2377.12
TC
PI
2377.62
2378.0 TC
2377.0 FG
2377.4
2377.2
TC
FG FG
2377.1
TC 2376.6
2376.92
2377.4
TC 2776.2 FG
2376.4 FG
TC
2377.92 FG
FG
2377.9
2376.6 FG
2378.42 TC
2376.94 FG
TC 2377.58 FG
2377.82
2378.32
FG
2377.3 FG 2378.26 TC
2377.85
2378.35
2377.67 FG
TC
FG
LP
2377.9
FG
2376.2 FG
FG
2378.8
2377.00 2377.82
2376.6 FG
2377.42 2377.12
TC
2377.62 2378.0 TC 2377.4
2377.2
TC
FG
FG
2377.1
TC
2376.6
2376.92
2377.4
TC
2776.2 FG 2376.4 FG 2377.7 TC
TC 2377.92 FG
FG
2377.9 2376.6 FG 2376.8 FG 2372.2 FG 2377.2 FG 2378.42 TC 2377.2 FG 2376.8 FG/LP 2377.7 TC 2376.94 FG TC 2377.82
2378.32 FG 2377.3 FG
2377.85
2378.35
FG
TC FG FG 2376.2 FG
2377.00 2377.82
2376.6 FG
2377.42 2377.12
TC
2377.62 2378.0 TC 2377.4
2377.2
TC
FG
FG
2377.1
TC
2376.6
2376.92
2377.4
TC
2776.2 FG 2376.4 FG 2377.7 TC
TC 2377.92 FG
FG
2377.9 2376.6 FG 2376.8 FG 2377.2 FG 2378.42 TC

6.8 FG/LP
377.7 TC 2376.94 FG
TC 2377.82
2378.32 FG 2377.3 FG
2377.85
2378.35
FG
TC FG FG 2376.2 FG M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614

SD SD SD SD

SD SD SD SD
SD
SD
SD
SD
SD
SD
SD

SD SDSD SD SD SD SD SD SD

SD SD SD SD SD SD
SD
SD
8" SS
8" W 8" SS 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" W
8" W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD LOT 879 6.02 AC PARK (PRIVATE) 37 2387.238 2387.539 2387.8 40 2387.8 41 2387.7 42 2387.6 43 2387.4 44 2387.2 45 2387.0 46 2386.8 47 2386.6 48 2386.4 49 2386.2 50 2387.2 81 2386.4 82 2386.4 113 2385.7 444 2384.8 443 2385.2 416 2385.2 415 2384.1 376 2384.1 307 2386.2 308 2386.0 310 2385.5 317 2386.2 316 2386.0 315 2385.8 313 2384.9 370 2386.0371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 318 2387.5 319 2387.3 320 2387.4 321 2387.5 322 2387.6 323 2387.3 324 2386.8 325 2388.7 327 2389.1 328 2389.4 329 2389.6 330 2389.8 340 2391.3 339 2391.6 338 2391.8 337 2391.7 336 2391.4335 2388.8 334 2389.1 333 2389.4 332 2389.6 331 2389.8 345 2391.4 344 2391.7 343 2391.8 342 2391.5 341 2391.2 349 2394.1 348 2393.9 347 2393.7 346 2393.4 350 2394.1 354 2393.0 355 2392.8356 2392.4 357 2392.2 358 2391.9 359 2391.3 360 2391.0 361 2390.5 362 2389.9 363 2389.4364 2388.9365 2388.4366 2387.9 178 2397.7 179 2398.1 180 2398.3 181 2398.5 182 2398.6 183 2398.4 184 2398.2 185 2397.8 186 2397.6 187 2397.4 188 2397.1 189 2396.8 190 2396.6 191 2396.3 192 2396.0 193 2395.8 194 2395.5 195 2395.2 196 2394.9 197 2394.7 198 2394.1 163 2391.0 164 2391.5 165 2391.9 166 2392.3 167 2392.7 168 2393.2 169 2393.6 170 2394.1 171 2394.5 172 2394.9 173 2395.3 174 2395.8 175 2396.2 176 2396.6 177 2397.1 291 2390.0 290 2391.8 289 2391.6 288 2391.4 287 2391.1 286 2390.9 285 2390.7 284 2390.5 283 2390.3 282 2390.1 281 2389.9 280 2389.6 279 2389.4 278 2389.2 277 2389.0 276 2388.7 275 2388.5 274 2393.3 273 2393.8 272 2394.2 271 2394.6 270 2395.1 269 2395.5 268 2395.9 267 2396.4 266 2396.8 265 2397.3 264 2397.7 263 2396.8 262 2396.3 261 2395.8 260 2395.2 259 2394.6 258 2394.0 257 2393.6 256 2693.0 255 2392.5 254 2391.9 253 2391.4 252 2390.5 251 2391.0 250 2392.5 249 2393.0 248 2393.6 247 2394.0 246 2394.6 245 2395.2 244 2395.8 243 2396.3 242 2396.8 241 2395.4 240 2395.0 239 2394.5 238 2394.0 237 2393.5 236 2393.0 235 2392.5 234 2392.0 233 2391.5 232 2391.0 231 2390.5 208 2389.5 207 2390.0 206 2390.5 205 2391.0 204 2391.5 203 2392.0 202 2392.5 201 2393.0 200 2393.5 199 2394.0 219 2394.0 218 2393.8 217 2393.4 216 2392.9 215 2392.4 214 2391.9 213 2391.4 212 2390.9 211 2390.4 210 2389.9 209 2389.4 230 2390.4 229 2390.9 228 2391.4 227 2391.9 226 2392.4 225 2392.4 224 2393.4 223 2393.9 222 2394.4 221 2394.9 220 2395.4 153 2388.4 154 2386.6 155 2388.8 156 2389.0 157 2389.3 158 2389.5 159 2389.7 160 2389.9 161 2390.3 162 2390.7 748 2390.4 745 2391.0 721 2388.8 725 2387.7 724 2388.0 723 2388.3 722 2388.5 720 2389.1 719 2389.4 718 2389.6 744 2391.0 743 2390.7 742 2390.5 741 2390.3 740 2390.1 738 2389.6737 2389.3 695 2387.9 696 2388.5 697 2388.8 698 2389.0 699 2389.3 700 2389.5 701 2389.9 702 2390.1 705 2390.9 706 2391.1 707 2391.4 708 2391.6 709 2391.9 710 2392.2 711 2392.4 712 2392.6 731 2386.3 730 2386.4 729 2386.6 728 2386.9 727 2387.1 726 2387.4 736 2389.1735 2388.8734 2388.6733 2388.3732 2388.1 692 2387.1 694 2387.6693 2387.3 691 2386.8690 2386.6689 2386.3688 2386.7 687 2387.0 686 2387.0 685 2387.2 684 2387.4 683 2387.6 644 2382.6 645 2382.4 646 2381.2 647 2381.32381.5 443' 18' 534'
18'
443' LOT 881 5.52 AC DENTENTION BASIN LOT ''D'' 0.03 AC OPEN SPACE LOT ''C'' 0.01 AC OPEN SPACE LOT ''G'' 0.17 AC OPEN SPACE 73'
127'
163' 96'
24'
206'
146'
293' 65'
176' 448'
137'
73' 704 2390.6 703 2390.4 739 2389.8 746 2390.8 750 2389.8 747 2390.6749 2390.1 LOT ''H'' 0.09 AC OPEN SPACE 314 2385.5 292 2389.8 293 2389.6 294 2389.3 295 2389.1 296 2388.8 297 2388.6 298 2388.4 299 2388.2 300 2388.2 301 2388.4 302 2388.6 303 2388.7 304 2388.6 305 2388.4 306 2388.2 309 2385.8 311 2385.3 312 2385.0 LOT ''E'' 0.03 AC OPEN SPACE 353 2393.3 326 2388.9 367 2387.4 369 2386.4 351 2393.9 352 2393.6 368 2386.9 50'
47' 4' 154'
47'
187'
138' 111'
30'
45'
45'
134'
32' 19'115' 106' 31' 7' 12' 115' 50' 50'
10' 40'
115' 50'
115' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
99' 53'
8' 47'
18'
63' 18' 25' 92'
71' 16' 55'
77'
76' 92'
18' 63'
63' 18' 92' 105' 98'
11' 56'
65' 105'
56' 98'
11' 105'
65' 98'
11' 56' 105' 2'
32' 25' 11' 4' 90'
99' 18' 65'
115' 71'
8' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 48' 7'
115' 55'
10' 46'
105' 55' 4'
62'
153' 159'
52'
151'
60' 65'
30' 43'
30' 159'
50' 31'
25' 16' 20' 164'
55'
20' 55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
16' 158'
11'
55'
28'
39' 17' 150'
55'
143'
101'
78'
54' 128' 80'
62'
56' 134' 81'
13' 41'
137' 60'
9' 16' 35'
137' 55' 55'
136' 55' 55'
136' 55' 55'
136' 55' 55'
136' 10' 48' 1' 53'
137' 58'
54'
137' 58'
54'
137'
5 8'
5 4'
137'
5 5'
7' 48'
136'
5 5'
55'
133' 40' 15'
55'
130'
55'
55'
127'
55'
55'
125'
4 8' 7'
55'
97' 23'
5 2'
62'
8'
105' 67'
8' 98' 70' 55' 55'
105' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 80'
92' 18' 67'
93' 67'
8'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 67'
18' 87'
68' 110'
62' 18' 94'
8' 55' 110'
55'
55' 110'
55'
55' 110'
55'
55' 110'
55'
55' 110'
55'
45' 111'
55'
10' 55' 113'
55'
53' 115'
45' 15'
60' 14' 8'
99'
18' 30' 45'
80' 102'
67' 18' 89'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 103'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
80' 92'
18' 67'
67' 108' 95'
18'
55' 108'
55' 108'
55' 108'
55' 108'
55' 108'
55' 107'
55' 105'
55' 105'
55' 105'
67' 18' 92'
80' 105'
67' 18' 92'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
80' 52' 42' 18' 67'
62' 105' 92'
18'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
34' 106'
20' 49' 17' 19'
98' 105'
52' 18' 92'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
57' 105'
55'
52'
57' 105'
28' 30'
54'
94'
19' 17' 48'
4' 66'
47' 105' 92'
18' 55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
24' 105'
30' 53'
109'
30' 18'
96'
20' 62'
18' 84' 11' 68'
106' 60'
106' 60' 60'
106' 60'
113' 9' 57' 85'
65' 93'
138'
18'
68'
13' 79'
15'
54' 30' 41' 28'
109' 37' 25' 18' 82' 18' 62'
116'
61' 60'
133'
62' 60'
147'
32'
28' 9' 10
6'
121'
18'
70'
5' 68'
18'
110'
103' 8' 62'
110' 75' 60'
110' 60' 60'
109' 60' 48' 35' 32'
25'
7 8'
110'
29'
109'
41' 28'
109'
92'
97'
74'
18'
62' 26'
125'
111' 3' 2
7' 30' 2'
125' 60'
125'
121' 29' 34' 61' 32'
89' 18'
40' 75'
118'
29'
60' 8' 114' 60'
22'
2 7' 13' 125' 63' 50' 60'
125' 67' 53' 19' 63'
121' 1' 60'
104'
90'
4 7' 40'
18' 72'
8' 103'
110'
110' 60'
111' 30' 29'
116' 58'
96' 30'
18'
3 9'
111' 61'
71' 30' 8' 59'
115' 18' 43' 60' 23' 37' 43' 20'
117' 28' 35'
75'
115'
97' 60'
21' 29'
18'
110'
57' 26'
134' 3' 2
5' 30'
9'
119' 65'
117'
100'
17' 65'
132' 53' 23'
117' 27'
54' 8'
138' 60'
22'
2 5' 14'
60' 51' 9'
136' 7'
50' 4'
124' 60'
51' 20'
120'
22' 50'
111'
124' 79'
41'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
60'
115' 3'
57'
116'
30' 32'
59'
116'
63'
59'
117'
63' 63' 2'
57'
117'
9' 50'
117'
63'
59'
117'
63'
59'
117'
63'
59'
117'
63'
60'
116'
41' 20'
8' 52'
117'
60'
60'
118'
60'
34' 26'
112'
23' 16' 21'
86'
32' 27' 189'
42' 104' 11' 25' 34'
75'
122'
62'
18'
109'
122'
50'
50'
122'
50'
50'
122'
50'
50'
5'
122'
5' 45'
45'
43 122'
'
54'
38 122'
'
54'
11' 33'
122'
54'
16' 29
122'
'
54'
21' 24
122'
'
54'
26'
54'
31' 18
122'
' 16
122'
'
54'
33' 15'
122'
54'
34' 46'
108' 19' 68'
29'
95'
108'
50'
108'
50'
108'
50'
108'
40'
10'
108'
49'
108'
49'
109'
49'
110'
49'
112'
49'
113'
21'
115'
28' 50'
115'
74'
18'
9 9'
44' 10'
55' 115'
55' 115'
55' 115'
6' 48' 115'
50'
115'
50'
102'
18' 46'
59' 24'
111'
7'
61'
138'
54'
49'
139'
54'
49'
139'
54'
49'
140'
54'
22' 14' 13'
137'
54'
37'
13' 129'
132'
40'
91'
45' 45'
137'
126'
3 9' 11'
129'
94' 7'
15'
138' 49'
39'
49' 3' 50'
137'
49'
5 3'
135'
3 2' 19'
133' 50'
50'
131'
5 0'
50'
130'
5 0'
50'
130'
16'
3 4' 50'
50'
115'
21'
16' 13'
111'
50'
37'
13'
103'
50'
52'
161'
0'
154'
45'
131'
93'
57'
29' 21'
131'
79'
15' 35'
138'
50'
137'
50'
138'
50'
50'
138'
50'
50'
138' 1'
49'
6'
44'
138'
54'
50 138'
'
55'
58' 13'
105'
24' 56'
16' 1'
130'
14' 49'
12'
120'
60'
56'
159'
37'
132'
141'
35'
55' 114'
60'
17'
123'
6' 1'
75' 55' 55' 55' 55' 55' 55' 55' 55' 59'
60'
65'
50' 65' 60' 60' 58'
55'
57'
89' 95' 65' 65' 79'
29'
33' 21' 15' 29' 16' 34' 33' 18' 31' 24' 46'
29' 26' 16' 38' 43' 11' 40'
5' 6' 50'
50'
50'
80'
125'
65'
41' 68'
44'
29'
30' 1' 14'
43' 43'
16'
308'
211'
393'
728' LOT ''K'' 0.53 AC OPEN SPACE
3' 22'
210'
236'
146'
295' 66'
177' 448'
17'
2386.0
2385.0
2384.0
2383.0
2382.0
2381.5
2381.0
2380.5
2380.0 2375.5 2375.0 2374.5 2374.0 2371.0
2379.5 2373.5
'C'
'C'
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
&/ 16
24 24
16 40

80 40
12 18
18 12
30 30
60 &/
18 18
12 12

30 30

60 &/
&/ 22
13 13
22 35
35 70

5 2000

5 1500

5 1000

5 750

5 40

5 400

5 30

5 400

5 750

5 2000

5 1750

5 750

5 1750

2379.6 PI
2380.2 PI

1.0%
2386.0
2384.0 PI LP
2384.5
2385.0
2385.5
2386.5
2387.0 2387.5 PI
2388.5
2389.0
2389.5
2390.0
2385.4
2385.0 PI

0.4%

1.0%

0.5%

1.0%

0.5%
2389.0
2389.3
PI
2388.5
2386.5
2387.0
2387.5
2388.0

0.5% 1.0%
2383.7
2382.7
2381.7
2387.6
2387.1
2386.6
2386.1
2385.6
2385.1
2384.6
2384.4 2384.7 2385.1 2385.5 2384.2
2387.9
2387.5
2387.1
2386.7
2386.3
LP
2386.3
2386.7
2386.3
2385.9
2385.4
2385.0
2385.4
HP
2384.7
2384.1
2385.9
PI
PI
HP
PI
LP
2385.6 PI
2385.4 2383.8 2384.3 2384.7 2383.3 2382.8

0.7% 0.4% 0.4% 2389.9 2389.7 2390.5 2391.3 2392.1 2392.9 2393.7 2394.5 2395.3 PI

0.8%

1.0%

0.8% 2395.7 PI
2396.2
2396.6
PI
HP
2396.10.5%
2395.6
2395.1
2394.6
2394.1
2393.6
2393.1 0.5%

0.5%
2392.6
PI
2391.6

1.0%
2391.2
2389.3
2388.9
2388.5
2388.1
2387.7
2387.3
2386.9
2386.5
2386.1
2390.0
2389.7 2388.5 2389..4

0.8% 2390.4 2391.4 2392.4 2393.4 2394.4 2395.2

1.0% 2388.5 2387.5 PI

1.2% 2389.4 2390.3

0.9% 2391.2 2392.1

0.9% 2393.0
2393.8 2386.4 2387.2 2388.1

0.9% 2389.0 2389.9 2390.8
2392.4
2391.7

0.9% 2385.7 2385.3 2386.1 2386.5 2387.3 2388.1 2388.9 PI

0.8% 0.4% 2389.7 2390.5
2391.3 PI
2391.3
2394.0

1.5%
2387.7
2387.4
2387.0
5 30

2386.6
2386.2
2388.5
2389.1
2389.8
PI
HP
2389.3
2388.9 0.7% 0.5%
2382.7
2384.4
2384.2
2383.8
2383.4
2383.0
2382.6
PI
HP 2.2% 0.4%
2383.6
2384.3
2383.8
PI
HP
2383.3
18 18
12 12

30 60

30 &/ 0.5% 0.5%
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2
2384.0
2384.8
2385.6
2386.4
2387.2
2388.0
2388.8
2389.6 PI
2390.1

0.5%

0.8%
2390.3 PI
2390.9
2392.0
2391.5
2391.1
HP
PI 0.5%

1.0%

1.0% 2387.0 FS/LP
2382.2
2381.8
2381.4 2381.8
2382.3 2382.9 2383.4 2383.7 PI

0.4%

0.5% 2384.5
2385.8 HP
PI
2385.4
2385.0
2384.6
2384.20.4% 0.4%
2383.5
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 18
18 12
12 30

60 30
&/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
&/ 22
13 13
22 35
35 70

22 13

13 22

35 35

70 /&
12 18

18 12

30 30

60 &/
18 18

12 12

30 30
60 &/
&/
16 24

24 16
40 40

80 8

8 18

18 12

12 30

30 60

&/
18 18

12 12

30 30
60 &/
2397.58
2396.98
2395.18
2396.38
2395.78
2394.70
2394.30
2393.90
2394.20 TC
2394.84 FG
2393.71 FS
2393.51
2393.11 2392.35 FG 2398.52 FG 2399.08 TC
2398.70 TC
2394.60 TC 2393.02 TC
2395.64 FG 2400.36 FG 2391.95 FG
2390.75 FG/LP 2392.22 TC FG
2391.97 2392.71 FS 2391.15 FG 2391.82 TC 2391.51 FS 2391.61 2391.55 FG 2391.95 TC 2391.67 2394.06 FG 2393.41 TC 2392.62 TC 2393.68 FG 2393.28 FG 2395.24 FG
2396.12 FG
2396.08 TC
2395.00 TC
2395.48 TC 2396.66 TC
2396.72 FG 2397.28 TC 2397.92 FG 2397.88 TC 2399.16 FG 2398.48 TC 2399.76 FG 2401.0 2399.68 TC
2399.72 TC
2401.0 FG 2400.72
2397.40 FS
2399.70 FG
2400.4
2398.43 FS
2399.95 TC
2399.45 FS
2398.67 FG
2397.90 TC 2398.93 TC
2397.67 TC FG FS 2392.88 FG
2389.78 TC 2392.31 FS 2391.91 FS 2391.55 FG 2392.48 FG
2392.17
TC 2391.11 TC 2391.15
2391.95 FG 2391.25
TC
2388.96 TC
2392.27 FG 2391.40 FG
2391.70 FG 2391.16 FS 2390.80 2391.36
2392.02 2391.51 2392.57 TC TC
2392.29 FG TC/HP
2392.79 TC FG/LP
2391.89 FG 2391.56TC
TC
TC 2391.19 TC 2391.62
2390.98
2390.87 2391.30 2391.42 TC/HP TC/LP 2391.56 FS 2391.61 TCTC 2391.20 FG 2391.60 FG TC 2392.17 TC 2392.55 FG
2391.96 FS 2391.96 FS 2391.87 TC 2392.00 FG 2392.85 FG
2392.40 FG
2393.25 FG
2393.65 FG
2392.76 FS
2392.97 TC
2393.16 FS
2393.37 TC
2392.80 FG
2385.41 FG 2399.38 FS 2398.18 FS
2390.24 FG
2386.22 FG
2386.46 FG 2388.09 FG
2386.51 TC
2386.01 FG 2386.82 FG
2386.28 TC
2387.28 FG
2387.32 TC
2388.06 FG
2387.09 TC 2397.82 FG
2388.88 FG
2389.55 TC
2388.73 TC
2389.73 FG
2388.46 FG 2389.28 FG
2390.51 TC
2391.77 TC 2390.74 TC
2390.87 FG 2389.84 FG
2391.51 TC
2391.27 FG
2390.55 FG 2391.54 FG
2392.91 FG
2392.54 FG 2393.56 FG
2393.31 FG
2392.56 TC
2393.81 TC 2394.84 TC
2393.58 TC
2394.58 FG
2395.36 FG 2394.34 FG
2394.61 TC
2393.94 FG
2395.61 FG
2394.96 FG
2395.86 TC
2395.63 TC
2396.38 FG
2396.88 TC
2397.00 FG 2395.98 FG
2396.65 TC
2396.63 FG
2398.03 FG
2397.65 FG
2399.05 FG
FG
2401.05
FG 2401.05
2400.55FG
2399.55
FG
2400.05
FG
2400.83
2400.23
TC
2400.48
HP/TC
2401.25
TC
FG
FG
FG
2401.65
2401.45
FG
2401.42
2401.85
FG
2403.12
2402.22
FG
PI 2398.42 FG 2399.02 FG 2398.78 FS 2400.08 TC TC/LP
FG/HP
2406.0 FG
2405.8 FG
2399.82 FG
2400.62 FG 2405.5 FG 2405.1 FG 2404.2 FG 2397.22 FG 2404.3 FG 2396.62 FG 2403.9 FG 2396.02 FG 2403.5 FG 2403.1 FG 2395.42 FG 2402.7 FG
2394.82 FG
2402.2 FG
2394.34 FG
2395.94 FG
2402.2 FG
2393.54 FG
2400.2 FG
2399.8 FG
2393.15 FG 2392.75 FG
2399.4 FG 2399.0 FG 2398.5 FG 2398.0 FG 2397.5 FG2397.3 FG/LP 2397.6 FG
2398.6 FG
2399.2 2398.7 FG 2398.2 FG/LP 2398.6 FG 2399.0 FG
2399.4 FG
2399.8 FG
2400.2 FG
2386.54 FG
2390.9
TC
2390.9
TC
2390.67
TC
2390.67
2391.17 FG
TC
2391.17 FG
2390.25
TC
2390.02
TC
2390.25
TC
2390.02
TC
2390.52 FG
2390.52 FG
2389.60
TC
2389.37
TC
2389.60
TC
2389.37
TC
2389.87 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.29
TC
2388.06
TC
2388.06
TC
2388.56 FG
2387.20
2387.33
TC
2387.83 FG
2386.99
TC
2386.99
TC
2386.76
TC
2387.26 FG
2386.56
TC
2387.06 FG
2386.27
TC
2386.04
TC
2386.54
FG
2386.04
TC
2385.27
TC
2385.04
TC
2385.54
FG
2385.27
TC
2385.04
TC
2385.54 FG
2384.28
TC
2384.05
TC
2384.55 FG
2384.28
TC
2384.05
TC
2384.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2382.78
TC
2380.56 FG
2382.78 TC
TC
2382.55
2380.06
TC
2379.60 TC
2379.60 TC
2379.37 TC
2379.87 FG
2379.37 TC
2379.87 FG
2380.29 TC
2380.29 2380.06 TC
TC
2380.56 FG
2382.95 FG
2389.87 FG
2388.56 FG
2387.6
2388.0
2386.46
PI
HP
2385.7

2.0%

3.0%
2387.33
TC
STREET
'GG'
STREET
'A' K-8
WEST
65th
ST. AVENUE
70th
65th

STREET 'D' STREET 'B' STREET 'J' STREET 'L' STREET 'L'
STREET
'N'
STREET
'O'
STREET
'P'
STREET
'Q' STREET 'M' STREET 'R' STREET 'S'
STREET
'T'
'T' STREET ST. 'U'
ST. 'V'
ST. 'W'
'VV'
STREET
'OO'
STREET
'QQ'
STREET
'RR'

STREET WEST
STREET
'TT' 35
20 70
35 20
14 12
8 6
12 12
8 35
20 70
35 20
14 12
6 12
12 8
8 14
16 18
18 16

34 34

68 84

15 20

14 20

15 42

42 ST. 307 2386.2 308 2386.0 310 2385.5 317 2386.2 316 2386.0 315 2385.8 313 2384.9 370 2386.0371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 318 2387.5 319 2387.3 320 2387.4 321 2387.5 322 2387.6 323 2387.3 324 2386.8 325 2388.7 327 2389.1 328 2389.4 329 2389.6 330 2389.8 340 2391.3 339 2391.6 338 2391.8 337 2391.7 336 2391.4335 2388.8 334 2389.1 333 2389.4 332 2389.6 331 2389.8 345 2391.4 344 2391.7 343 2391.8 342 2391.5 341 2391.2 349 2394.1 348 2393.9 347 2393.7 346 2393.4 350 2394.1 354 2393.0 355 2392.8356 2392.4 357 2392.2 358 2391.9 359 2391.3 360 2391.0 361 2390.5 362 2389.9 363 2389.4364 2388.9365 2388.4366 2387.9 178 2397.7 179 2398.1 180 2398.3 181 2398.5 182 2398.6 183 2398.4 184 2398.2 185 2397.8 186 2397.6 187 2397.4 188 2397.1 189 2396.8 190 2396.6 191 2396.3 192 2396.0 193 2395.8 194 2395.5 195 2395.2 196 2394.9 197 2394.7 198 2394.1 163 2391.0 164 2391.5 165 2391.9 166 2392.3 167 2392.7 168 2393.2 169 2393.6 170 2394.1 171 2394.5 172 2394.9 173 2395.3 174 2395.8 175 2396.2 176 2396.6 177 2397.1 291 2390.0 290 2391.8 289 2391.6 288 2391.4 287 2391.1 286 2390.9 285 2390.7 284 2390.5 283 2390.3 282 2390.1 281 2389.9 280 2389.6 279 2389.4 278 2389.2 277 2389.0 276 2388.7 275 2388.5 274 2393.3 273 2393.8 272 2394.2 271 2394.6 270 2395.1 269 2395.5 268 2395.9 267 2396.4 266 2396.8 265 2397.3 264 2397.7 263 2396.8 262 2396.3 261 2395.8 260 2395.2 259 2394.6 258 2394.0 257 2393.6 256 2693.0 255 2392.5 254 2391.9 253 2391.4 252 2390.5 251 2391.0 250 2392.5 249 2393.0 248 2393.6 247 2394.0 246 2394.6 245 2395.2 244 2395.8 243 2396.3 242 2396.8 241 2395.4 240 2395.0 239 2394.5 238 2394.0 237 2393.5 236 2393.0 235 2392.5 234 2392.0 233 2391.5 232 2391.0 231 2390.5 208 2389.5 207 2390.0 206 2390.5 205 2391.0 204 2391.5 203 2392.0 202 2392.5 201 2393.0 200 2393.5 199 2394.0 219 2394.0 218 2393.8 217 2393.4 216 2392.9 215 2392.4 214 2391.9 213 2391.4 212 2390.9 211 2390.4 210 2389.9 209 2389.4 230 2390.4 229 2390.9 228 2391.4 227 2391.9 226 2392.4 225 2392.4 224 2393.4 223 2393.9 222 2394.4 221 2394.9 220 2395.4 153 2388.4 154 2386.6 155 2388.8 156 2389.0 157 2389.3 158 2389.5 159 2389.7 160 2389.9 161 2390.3 162 2390.7 LOT 881 5.52 AC DENTENTION BASIN LOT ''D'' 0.03 AC OPEN SPACE LOT ''C'' 0.01 AC OPEN SPACE 163' 96'
24'
206'
146'
293' 65'
176' 448'
137'
73' 314 2385.5 292 2389.8 293 2389.6 294 2389.3 295 2389.1 296 2388.8 297 2388.6 298 2388.4 299 2388.2 300 2388.2 301 2388.4 302 2388.6 303 2388.7 304 2388.6 305 2388.4 306 2388.2 309 2385.8 311 2385.3 312 2385.0 LOT ''E'' 0.03 AC OPEN SPACE 353 2393.3 326 2388.9 367 2387.4 369 2386.4 351 2393.9 352 2393.6 368 2386.9 99' 18' 65'
115' 71'
8' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 48' 7'
115' 55'
10' 46'
105' 55' 4'
62'
153' 159'
52'
151'
60' 65'
30' 43'
30' 159'
50' 31'
25' 16' 20' 164'
55'
20' 55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 163'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
55' 162'
55'
16' 158'
11'
55'
28'
39' 17' 150'
55'
143'
101'
78'
54' 128' 80'
62'
56' 134' 81'
13' 41'
137' 60'
9' 16' 35'
137' 55' 55'
136' 55' 55'
136' 55' 55'
136' 55' 55'
136' 10' 48' 1' 53'
137' 58'
54'
137' 58'
54'
137'
5 8'
5 4'
137'
5 5'
7' 48'
136'
5 5'
55'
133' 40' 15'
55'
130'
55'
55'
127'
55'
55'
125'
4 8' 7'
55'
97' 23'
5 2'
62'
8'
105' 67'
8' 98' 70' 55' 55'
105' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 80'
92' 18' 67'
93' 67'
8'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 67'
18' 87'
68' 110'
62' 18' 94'
8' 55' 110'
55'
55' 110'
55'
55' 110'
55'
55' 110'
55'
55' 110'
55'
45' 111'
55'
10' 55' 113'
55'
53' 115'
45' 15'
60' 14' 8'
99'
18' 30' 45'
80' 102'
67' 18' 89'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 102'
55'
55' 103'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
80' 92'
18' 67'
67' 108' 95'
18'
55' 108'
55' 108'
55' 108'
55' 108'
55' 108'
55' 107'
55' 105'
55' 105'
55' 105'
67' 18' 92'
80' 105'
67' 18' 92'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
55' 105'
55'
80' 52' 42' 18' 67'
62' 105' 92'
18'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
34' 106'
20' 49' 17' 19'
98' 105'
52' 18' 92'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
55' 105'
55'
50'
57' 105'
55'
52'
57' 105'
28' 30'
54'
94'
19' 17' 48'
4' 66'
47' 105' 92'
18' 55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
55' 105'
24' 105'
30' 53'
109'
30' 18'
96'
20' 62'
18' 84' 11' 68'
106' 60'
106' 60' 60'
106' 60'
113' 9' 57' 85'
65' 93'
138'
18'
68'
13' 79'
15'
54' 30' 41' 28'
109' 37' 25' 18' 82' 18' 62'
116'
61' 60'
133'
62' 60'
147'
32'
28' 9' 10
6'
121'
18'
70'
5' 68'
18'
110'
103' 8' 62'
110' 75' 60'
110' 60' 60'
109' 60' 48' 35' 32'
25'
7 8'
110'
29'
109'
41' 28'
109'
92'
97'
74'
18'
62' 26'
125'
111' 3' 2
7' 30' 2'
125' 60'
125'
121' 29' 34' 61' 32'
89' 18'
40' 75'
118'
29'
60' 8' 114' 60'
22'
2 7' 13' 125' 63' 50' 60'
125' 67' 53' 19' 63'
121' 1' 60'
104'
90'
4 7' 40'
18' 72'
8' 103'
110'
110' 60'
111' 30' 29'
116' 58'
96' 30'
18'
3 9'
111' 61'
71' 30' 8' 59'
115' 18' 43' 60' 23' 37' 43' 20'
117' 28' 35'
75'
115'
97' 60'
21' 29'
18'
110'
57' 26'
134' 3' 2
5' 30'
9'
119' 65'
117'
100'
17' 65'
132' 53' 23'
117' 27'
54' 8'
138' 60'
22'
2 5' 14'
60' 51' 9'
136' 7'
50' 4'
124' 60'
51' 20'
120'
22' 50'
111'
124' 79'
41'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
60'
115' 3'
57'
116'
30' 32'
59'
116'
63'
59'
117'
63' 63' 2'
57'
117'
9' 50'
117'
63'
59'
117'
63'
59'
117'
63'
59'
117'
63'
60'
116'
41' 20'
8' 52'
117'
60'
60'
118'
60'
34' 26'
112'
23' 16' 21'
86'
32' 27' 1'
75' 55' 55' 55' 55' 55' 55' 55' 55' 59'
60'
65'
50' 65' 60' 60' 58'
55'
57'
89' 95' 65' 65' 79'
65'
41' 68'
44' 14'
43' 43'
393'
728' LOT ''K'' 0.53 AC OPEN SPACE
3' 236'
146'
295' 66'
177' 448'
17'
'C'
18 18
12 12

30 60

30 &/
&/ 16
24 24
16 40

80 40
12 18
18 12
30 30
60 &/
18 18
12 12

30 30

60 &/
5 40

5 400

5 750

5 2000

5 1750

5 750

5 1750
2385.1 2385.5
2387.9
2387.5
2387.1
2386.7
2386.3
LP
2386.3
2386.7
2386.3
2385.9
2385.4
2385.0
2385.4
HP
2384.7
2384.1
2385.9
PI
PI
HP
PI
LP
2385.6 PI
2385.4 2383.8 2384.3 2384.7 2383.3

0.7% 0.4% 0.4% 2389.9 2389.7 2390.5 2391.3 2392.1 2392.9 2393.7 2394.5 2395.3 PI

0.8%

1.0%

0.8% 2395.7 PI
2396.2
2396.6
PI
HP
2396.10.5%
2395.6
2395.1
2394.6
2394.1
2393.6
2393.1 0.5%

0.5%
2392.6
PI
2391.6

1.0%
2391.2
2389.3
2388.9
2388.5
2388.1
2387.7
2387.3
2386.9
2386.5
2386.1
2390.0
2389.7 2388.5 2389..4

0.8% 2390.4 2391.4 2392.4 2393.4 2394.4 2395.2

1.0% 2388.5 2387.5 PI

1.2% 2389.4 2390.3

0.9% 2391.2 2392.1

0.9% 2393.0
2393.8 2386.4 2387.2 2388.1

0.9% 2389.0 2389.9 2390.8
2392.4
2391.7

0.9% 2385.7 2385.3 2386.1 2386.5 2387.3 2388.1 2388.9 PI

0.8% 0.4% 2389.7 2390.5
2391.3 PI
2391.3
2394.0

1.5%
2387.7
2387.4
2387.0
5 30

2386.6
2386.2
2388.5
2389.1
2389.8
PI
HP
2389.3
2388.9 0.7% 0.5%
2382.7
2384.4
2384.2
2383.8
2383.4
2383.0
2382.6
PI
HP 2.2% 0.4%
2383.6
2384.3
2383.8
PI
HP
2383.3
18 18
12 12

30 60

30 &/ 0.5% 0.5%
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2
2384.0
2384.8
2385.6
2386.4
2387.2
2388.0
2388.8
2389.6 PI
2390.1

0.5%

0.8%
2390.3 PI
2390.9
2392.0
2391.5
2391.1
HP
PI 0.5%

1.0%
2382.2
2381.8
2381.4
2382.3 2383.4
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
&/ 22
13 13
22 35
35 70

22 13

13 22

35 35

70 /&
12 18

18 12

30 30

60 &/
18 18

12 12

30 30
60 &/
&/
16 24

24 16
40 40

80 8

8 2397.58
2396.98
2395.18
2396.38
2395.78
2394.70
2394.30
2393.90
2394.20 TC
2394.84 FG
2393.71 FS
2393.51
2393.11 2392.35 FG 2398.52 FG 2399.08 TC
2398.70 TC
2394.60 TC 2393.02 TC
2395.64 FG 2400.36 FG 2391.95 FG 2392.22 TC 2392.71 FS 2391.15 FG 2391.82 TC 2391.51 FS 2394.06 FG 2393.41 TC 2392.62 TC 2393.68 FG 2393.28 FG 2395.24 FG
2396.12 FG
2396.08 TC
2395.00 TC
2395.48 TC 2396.66 TC
2396.72 FG 2397.28 TC 2397.92 FG 2397.88 TC 2399.16 FG 2398.48 TC 2399.76 FG 2401.0 2399.68 TC
2399.72 TC
2401.0 FG 2400.72
2397.40 FS
2399.70 FG
2400.4
2398.43 FS
2399.95 TC
2399.45 FS
2398.67 FG
2397.90 TC 2398.93 TC
2397.67 TC 2392.88 FG
2389.78 TC 2392.31 FS 2391.91 FS 2391.55 FG 2392.48 FG
2388.96 TC
2391.89 FG
2392.79 TC
2392.29 FG 2399.38 FS 2398.18 FS
2390.24 FG
2388.06 FG 2397.82 FG
2388.88 FG
2389.55 TC
2388.73 TC
2389.73 FG
2388.46 FG 2389.28 FG
2390.51 TC
2391.77 TC 2390.74 TC
2390.87 FG 2389.84 FG
2391.51 TC
2391.27 FG
2390.55 FG 2391.54 FG
2392.91 FG
2392.54 FG 2393.56 FG
2393.31 FG
2392.56 TC
2393.81 TC 2394.84 TC
2393.58 TC
2394.58 FG
2395.36 FG 2394.34 FG
2394.61 TC
2393.94 FG
2395.61 FG
2394.96 FG
2395.86 TC
2395.63 TC
2396.38 FG
2396.88 TC
2397.00 FG 2395.98 FG
2396.65 TC
2396.63 FG
2398.03 FG
2397.65 FG
2399.05 FG
FG
2401.05
FG 2401.05
2400.55FG
2399.55
FG
2400.05
FG
2400.83
2400.23
TC
2400.48
HP/TC
2401.25
TC
FG
FG
2401.65
2401.45
FG 2398.42 FG 2399.02 FG 2398.78 FS 2400.08 TC
24 2405.8 FG
2399.82 FG
2400.62 FG 2405.5 FG 2405.1 FG 2404.2 FG 2397.22 FG 2404.3 FG 2396.62 FG 2403.9 FG 2396.02 FG 2403.5 FG 2403.1 FG 2395.42 FG 2402.7 FG
2394.82 FG
2402.2 FG
2394.34 FG
2395.94 FG
2402.2 FG
2393.54 FG
2400.2 FG
2399.8 FG
2393.15 FG 2392.75 FG
2399.4 FG 2399.0 FG 2398.5 FG 2398.0 FG 2397.5 FG2397.3 FG/LP 2398.6 FG
2386.54 FG
2391.17 FG 2390.52 FG
2389.87 FG
2389.22 FG
2388.56 FG
2387.83 FG
2387.06 FG
2385.54 FG
2384.55 FG
2383.55 FG
STREET
'A' AVENUE K-8
70th

STREET 'D' STREET 'L' STREET 'L'
STREET
'N'
STREET
'O'
STREET
'P'
STREET
'Q' STREET 'M' STREET 'R' STREET 'S'
STREET
'T'
'T' STREET ST. 'U'
ST. 'V'
ST. 'W'
STREET WEST 35
20 70
35 20
14 12
8 6
12 12
8 35
20 70
35 20
14 12
6 12
12 8
8 2381.5
2381.0
2380.5
2380.0 2375.5 2375.0 2374.5 2374.0
2379.5 2373.5 M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 430 2380.5 429 2380.5 402 2379.5 443 2385.2 442 2384.9 441 2384.6 440 2384.2 439 2383.8 438 2383.5 437 2383.1 436 2382.8 435 2382.4 434 2382.1 433 2381.7 432 2381.3 431 2381.0 416 2385.2 417 2384.9 418 2384.6 419 2384.2 420 2383.8 421 2383.5 422 2383.1 423 2382.8 424 2382.4 425 2382.1 426 2381.7 427 2381.3 428 2381.0 403 2380.5 404 2380.5 405 2381.0 406 2381.4 407 2381.7 408 2382.0 409 2382.3 410 2382.6 411 2382.9 412 2383.2 413 2383.5 414 2383.8 415 2384.1 486 2377.6 485 2377.8 484 2378.0 483 2378.3 482 2378.5 481 2378.7 480 2379.0 479 2379.2 478 2379.5 477 2379.7 476 2380.0 475 2380.2 474 2380.4 473 2380.6 376 2384.1377 2383.8 378 2382.2 379 2382.0 380 2381.8 381 2381.6 382 2381.8 383 2382.0 384 2382.2 385 2380.8 386 2380.5 387 2380.2 388 2379.9 389 2379.6 395 2380.8 394 2380.5 393 2380.2 392 2379.9 390 2379.5401 2377.8 400 2378.0 396 2378.7 397 2378.5 398 2378.3 399 2378.0 308 2386.0 310 2385.5 316 2386.0 315 2385.8 313 2384.9 370 2386.0371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 322 2387.6 323 2387.3 324 864 2388.5 863 2388.8 862 2389.0 861 2389.4 872 2385.3 873 2385.6 874 2385.9 875 2386.2 876 2386.6 877 2387.3 878 2387.7 865 2389.1 866 2388.8 867 2388.5 868 2388.3 869 2387.9 870 2387.6 871 2387.3 527 2387.6 525 2387.1 526 2387.4 627 2383.4 628 2383.8 629 2384.2 630 2384.5 631 2384.7 632 2385.0 633 2385.2 634 2385.4 635 2385.6 636 2385.8 620 2385.1 621 2384.8 622 2384.6 623 2384.4 624 2341.1 625 2383.9 626 2383.6 637 2384.2 689688 2386.7 687 2387.0 686 2387.0 685 2387.2 684 2387.4 683 2387.6 682 2387.8 681 2388.0 680 2388.2 679 2388.4 678 638 2384.0 639 2383.8 640 2383.5 675 2381.6674 2381.4673 2381.1672 2380.9671 2380.7 584 2383.3 641 2383.2 642 2383.0 643 2382.8 644 2382.6 645 2382.4 646 2381.2 647 2381.3648 2381.5649 2381.3650 2381.0651 2380.8652 2380.6653 2380.3654 2380.0 664 2378.8 665 2379.1 666 2379.4 670 2380.5669 2380.3 668 2380.0 667 2379.7 573 2381.6 574 2381.8 575 2382.0 576 2382.2 577 2382.4 578 2382.7 579 2382.9 580 2383.1 581 2383.3 582 2383.5 583 2383.5 655 2379.3657 2378.6 660 2377.6 661 2378.0 662 2378.3 663 2378.5 572 2381.4 571 2381.2 570 2381.0 569 2380.8 568 2380.6 567 2380.4 566 2380.1 565 2379.9 564 2381.1 563 2381.3 562 2381.5 561 2381.7 560 2381.9 559 2382.1 558 2382.3 557 2382.5 556 2382.7 555 2382.9 554 2383.1 553 2383.3 552 2383.5 595 2384.8 594 2384.6 593 2384.4 592 2384.2 591 2383.9 590 2383.6 589 2383.4 588 2383.2 587 2383.0 586 2382.8 585 2382.5 607 2382.3 606 2382.5 605 2382.8 604 2383.0 603 2383.2 602 2383.4 601 2383.6 600 2383.9 599 2384.2 598 2384.4 597 2384.6 596 2384.8 619 2386.2 618 2386.0 617 2385.8 616 2385.5 615 2385.3 614 2385.1 613 2384.8 612 2384.6 611 2384.4 610 2384.1 609 2383.9 608 2383.6 658 2378.3 659 2378.0 487 2378.1 514 2384.4 515 2384.6 516 2384.9 517 2385.1 518 2385.4 519 2385.6 520 2385.9 521 2386.1 522 2386.4 523 2386.6 524 2386.9 508 2383.4 507 2383.2 506 2383.9 505 2382.7 504 2382.4 503 2382.2 502 2381.9 501 2381.7 500 2381.4 499 2381.2 498 2380.9 497 2380.7 496 2380.4 495 2380.2 494 2379.9 493 2379.7 492 2379.4 491 2379.2 490 2379.0 489 2378.7 539 2380.0 540 2381.3 541 2381.5 542 2381.7 543 2381.9 544 2382.1 545 2382.3 546 2382.5 547 2382.7 548 2382.9 549 2383.1 550 2383.3 551 2383.5 528 2382.7 529 2382.4 530 2382.2 531 2381.9 532 2381.7 533 2381.4 534 2381.2 535 2380.9 536 2380.7 537 2380.4 538 2380.2 509 2383.2 510 2383.4 511 2383.6 512 2383.9 513 2384.1 112' 18' 340'
18' LOT 882 5.07 AC DENTENTION BASIN LOT ''C'' 0.01 AC OPEN SPACE LOT ''G'' 0.17 AC OPEN SPACE LOT ''F'' 0.12 AC OPEN SPACE 73'
127'
2' 85'
143'
448'
137'
73' 656 2379.0 488 2378.4 LOT ''H'' 0.09 AC OPEN SPACE 314 2385.5 309 2385.8 311 2385.3 312 2385.0 369 2386.4 66' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 60' 65' 53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
56' 98'11'
66' 105'
53' 18' 92'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60'
60' 105'
60' 60'
60' 105'
65' 98'
11' 56'
53' 105' 92'
18'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
60' 105'
58' 105' 2'
32' 25' 11' 4' 90' 60'
106' 60' 60'
106' 60'
113' 9' 57' 85'
65' 93'
138'
18'
68'
13' 79'
15'
54' 30' 41' 28'
116'
61' 60'
133'
62' 60'
147'
32'
28' 9' 10
6'
121'
18'
70'
5' 68'
18'
7 8'
110'
41' 28'
109'
74'
18'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
60'
115'
32'
114' 18' 62'
127' 70' 60'
127' 60' 60'
127' 60' 60' 60' 16'
4 3' 3' 127'
55'
10'
88'
27'
67' 24' 57'
18'
118'
131'
131' 60'
131' 60'
123' 35' 25'55'
30' 1'
108'
45'
31'
40' 108'
108' 18' 60'
121' 80' 60'
121' 60' 60' 60'
121' 98' 32' 27' 2'
116'
15'
28'
49' 25'
116' 67'
18'
103'
116' 52' 8'
101' 13' 30' 19' 75'
25'
61' 73'
98' 18' 60'
111' 1'
119'
140' 59'
29'
79'
26' 30'
48' 25'
64' 189'
42' 104' 11' 25' 34'
75' 115'
40' 26' 19'
43' 56'
50' 115'
50'
50' 115'
50'
50' 116'
50'
50' 116'
50'
50' 116'
50'
50' 117'
50'
50' 117'
50'
50' 117'
50'
50' 118'
50'
50' 118'
50'
50' 118'
50'
50' 119'
50'
50' 119'
50'
50' 119'
50'
50' 120'
50'
50' 120'
50'
50' 121'
50'
80' 114'
15' 68'
72' 122'
59' 15' 115'
60' 122'
60'
60' 114'
39' 16' 6'
112'
131'
45' 11'
59'
18'
27' 57' 60' 21' 16' 23'
18'
50'
115'
50'
115'
50'
115'
50'
115'
50'
50'
115'
50'
50'
115'
50'
21'
16' 13'
111'
50'
37'
13'
103'
50'
52'
161'
0'
154'
45'
131'
93'
57'
29' 21'
131'
79'
50'
137'
70'
124'
57' 24'
95'
8'
63'
126'
59'
63'
127'
59'
63'
129'
59'
63'
131'
59'
63'
132'
48'
11'
16' 1'
130'
60'
14' 49'
12'
120'
60'
56'
159'
37'
132'
141'
35'
55' 114'
60'
17' 44'
123' 60'
6' 16' 37'
126' 60'
60'
126' 60'
60'
125' 60'
60'
125' 60'
60'
125'
129'
72'
17'
40' 85' 46'
11'
86'
8 0' 19'
65' 120'
52' 18' 107'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
65' 107'
18' 52'
52' 110' 97'
18'
60' 110'
60' 110'
60' 110'
60' 110'
60' 110'
52' 18' 97'
48'
130'
75' 18' 119'
10'
27'
126'
59'
65'
123'
6' 53'
60'
123'
60'
60'
122'
60'
54'
121'
14' 45'
34' 9' 20'
122'
59'
30' 33
122'
'
59'
17' 46'
123'
59' 63'
49' 9'
123'
59'
40' 22'
124'
59'
27' 35'
124'
59'
14' 49
125'
'
59' 62'
49' 12'
125'
10'
49' 4'94'
112'
18'
85'
54' 110' 97'
18'
57'
110'
38' 16'
110'
50'
110'
50'
110'
50'
110'
50'
110'
50'
110'
41' 9'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
17' 34'
110'
47'
18'
97'
118' 68'
105' 18' 47' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50'
71' 64' 49'
19' 33'
110' 21'
5 0' 19' 36'
56'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
97' 18' 51'
118'
73'
100'
18'
4 3' 118' 55'
20' 30'
118' 60' 60' 50'
118' 50'
118' 60' 50'
118' 60' 50'
118' 60' 50'
118' 60' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
105' 55' 42'
18'
4 6 40'
' 19'
23' 86'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
110' 60' 60'
110' 60'
110' 60'
110'
97' 18' 57'
119' 4'
81'
107' 18'
4 7' 118' 60'
15' 45'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60' 60'
118' 75' 50'
105' 65' 52'
18' 25'
7 9' 19'
98'
111' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
97' 18' 62'
120'
38' 80'
93' 18'
71' 30' 30'
118' 50' 18' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60'
105' 60' 70' 67'
18'
105'
62'
18'
81'
11'
110'
9 9' 3'
110'
12' 53'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
103' 18'
40 12'
'
127' 43'
25'
14' 3
6'
122' 50' 20' 30'
123' 50' 50'
125' 50' 50'
127' 50' 50'
130' 50' 50'
130' 41' 9' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50'
16' 22'
12'
126' 50'
38' 13'
119' 65'
47'
121'
56' 58'
127'
55' 15'
116'
114' 23'
20' 6
126'
'
60'
35' 67'
125'
58'
28'
122'
59'
35' 60'
120'
60'
75'
8'
94'
24' 62'
41' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125'
125'
34' 40' 104'
56'
6'
29' 80' 5' 3'
38' 56' 66'
86' 2' 60' 60' 60' 70'
75' 50' 50' 50' 50' 50' 50' 64' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 60' 60'
34'
41'
16' 33' 50'
50'
50'
50'
50'
42' 48' 6' 42' 33' 6'
12' 16'
10'
9' 30' 20' 33' 17' 46' 49'
49' 22' 27' 35' 14' 49' 49' 49'
86'
61' 73' 60' 60' 60' 45' 391 2379.6
132'
31' 85'
60' 75' 60' 60' 5'
112'
100'
125'
29'
30' 1'
22'
61' 14'
43' 43'
650'
16'
657'
308'
61'
766'
211'
321'
65'
210'
149'
187' LOT ''J'' 0.68 AC OPEN SPACE
393'
25'
31'
52' 22'
22'
43' 210'
448'
17' SDSD
SD
SD
SD
SD
SD

SD SD SD

SD SD SD
SD

SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
8" SS
8" W
8" W
12" SS
8" W
8" W 8" SS 8" W
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS
8" W
8" SS
8" W
8" SS
8" W
8" W
8" SS
8" SS
8" W 8" SS 8" W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
2383.0
2381.0 2374.5 2374.0 2371.0 2370.5 2370.0 2369.5
2368.0
2367.5
2367.0
2366.5 2373.5
'D'
'D' 'A' 'A'
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
12 12
&/
&/ 16
24 24
16 40

80 40

18 18
12 12

30 30

60 &/
5 300
5 300

5 750

5 1000

5 2250

5 2500
5 275

5 300

5 30

5 300

5 2000

5 40

5 400

400

5 300

2387.7
PI
HP
2386.8AVENUE 1.5%
2381.1
2380.1
2380.60.5%
2378.1
2378.6
2379.1
2379.60.5%
2376.6
2377.1
2377.60.5%
2376.3
2375.5 PI LP
2375.9
PI 2375.8
2376.3
2376.8
2377.3
2377.8 PI

0.5%

0.4%
2378.2
2378.6
2379.0
2379.4
2379.6 PI

0.4%
2380.2 PI

1.0%
2380.6 PI

0.5%
2381.0
2381.4
2381.8
2382.2
2382.6
2383.0
2383.4
2383.80.4%

0.4%
2381.0
2381.5 HP
PI
2381.1
2380.7
2380.3
2379.9
2379.5
2379.1
2378.7
2378.3 2377.9

0.4%

0.5%
2379.2
2379.6
2380.0
2380.4
2380.8
2381.2
2381.60.4% 0.4% 0.5%
2380.2
2380.6
2381.0
2381.4
2381.8
2382.2
2382.6
2383.00.4% 0.4% 0.5%
2382.0
2382.4
2382.8
2383.2
2383.6
2384.00.4% 0.4%
2381.6
2381.2 2383.3 2383.8 PI 2385.3 2386.3 2384.3

0.5% 0.5% 1.0% 2381.0 2381.5

0.5% 2382.0 2382.5 2383.0 2383.5 2384.0 2384.5 2385.0 2385.5 2386.0 2386.5 2387.1 2386.9 2385.8
2386.8
2387.8
2387.9
PI
HP 1.0%

1.0%

0.5% 0.5% 0.5%
2385.0
2384.4
PI

1.5%
PI
2385.4
2385.0 PI

0.4%

1.0%
2385.0
2385.8
2385.7
2384.7
2383.7
2382.7
2381.7
2386.2 PI
HP 2379.0 FS/LP
HP
2384.7
2384.1
2385.6 PI
2385.4

0.7%
5 30

2384.2
2383.8
2383.4
2383.0
2382.6 0.4%
2383.8
2383.3
18 18
12 12

30 60

30 &/
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2
2384.0
2384.8
2380.0
2079.6
2079.5
2378.5
2378.0
2377.5
2377.5
LP
LP
2375.4
LP
2376.8
2376.4
2376.0
2375.6
17 17

29 58

29 12
12 &/ 17
17 29

58 29

12 12
&/ 17
17 29

58 29

2382.2
2381.8
2381.4 2376.5 2377.7 PI 2378.5 PI 2379.3 2379.8 2380.3

0.5% 2380.8 2381.3 2381.8

0.5% 2382.3 2377.6 2378.7 PI 2379.3

0.6% 1.1%

1.1% 2379.9 2380.5 2381.1 2381.7 2382.3 2382.9 2383.4

0.6%
2378.4
2378.0
2377.6
2377.2
18 18

12 12

30 30
60 &/
&/
16 24

24 16
40 40

80 8

8 &/
16 24

24 16
40 40

80 8

10 18
18 12
12 30

60 30
&/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 30

60 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
(2380.67)
(2380.82)
(2380.95)
(2381.23) 2378.73 TC 2380.92 FG 2381.18 FG
2380.26 TC (2380.06) TC (2379.84) FG 2380.12 FG 2380.77 FG 2379.46 TC (2380.39) FG 2380.26 TC (2380.89) TC 2380.52 TC 2380.80 FG (2380.11) FG 2380.11 TC (2380.61) TC 2380.14 TC (2379.56) FG 2379.69 TC (2380.34) TC 2380.32 FG 2379.66 TC 2379.19 FG 2378.67 FG 2378.24 TC 2378.46 FG 2377.74 FG 2379.39 FG 2378.01 TC 2378.96 TC 2378.10 FG 2379.70 FG 2375.13
2375.45
TC
TC 2376.32 TC 2376.90 FG 2377.30 FG 2379.20 FG 2380.63 FG 2378.90 FG 2377.80 TC 2379.30 FG 2377.57 TC 2379.80 TC 2380.23 FG 2379.83 FG 2379.57 TC 2377.00 TC 2376.10 FG 2379.17 TC 2378.90 FG 2379.40 TC 2378.50 FG 2379.00 TC 2378.77 TC 2375.70 FG 2379.43 FG 2378.50 FG 2378.60 TC 2377.70 FG 2379.03 FG 2378.10 FG 2376.37 TC 2378.37 TC 2377.03 FG 2377.70 FG 2378.20 TC 2377.30 FG 2377.97 TC 2378.63 FG 2378.23 FG 2377.83 FG 2376.90 FG 2376.50 FG 2376.50 FG 2377.40 TC 2377.17 TC 2377.43 FG 2376.77 TC 2376.60 TC 2376.10 FG2377.00 FG2375.70 FG 2375.61 2376.20 TC 2375.30 FG
FG
TC
2376.63 2375.97 TC
2375.25
2374.81
TC
2374.89
TC
TC/LP
2375.77
FG
2376.27
TC
2375.65
FG
2376.15
TC 2375.82 FG 2376.32 TC
2374.34
FG/LP 2374.86 FG 2375.36 TC
2374.64
FG 2374.94 FG
2375.31
FG
2375.81
TC
2374.64
FG 2374.94 FG
2375.30 FG
2374.81
TC/LP
2375.04 TC 2376.09 TC
2375.71 2376.49 TC
TC 2375.82 FG 2377.02 FG 2377.15 FG 2376.72 TC 2376.22 FG 2375.42 FG 2375.80 TC 2375.82 FG 2376.75 FG 2376.62 FG 2377.12 TC 2377.55 FG 2376.89 TC 2376.22 FG 2377.52 TC 2376.62 FG 2377.29 TC 2377.95 FG 2385.27
2385.04
TC
2384.28
TC
2384.05
TC
2384.55 FG
2384.28
TC
2384.05
TC
2384.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2382.78
TC
2380.56 FG
2377.07
2377.16 TC
2376.70 TC
2376.04 TC 2375.44 TC
2382.78 TC
TC
2382.55
2375.71 FG
2375.21 TC
2375.71 FG
2375.44 TC
2375.21 TC
2375.81
2376.04
TC
TC
2376.31 FG
2375.81 TC
2376.31 FG
2376.47 TC
2376.97 FG
2376.47 TC
2376.97 FG
2376.93 TC
2376.73 TC
2377.43 FG
2377.23 FG
2377.20 TC
2377.70 FG
2377.98 TC
2380.06
2377.35 TC
TC
2377.85 FG
2377.98 TC
2377.35 TC
2377.85 FG
2378.38 TC
2378.15 TC
2378.65 FG
2378.65 FG
2378.15 TC
2378.79 TC
2378.56 TC
2379.06 FG
2378.79 TC
2378.56 TC
2379.06 FG
2379.19 TC
2379.19 TC
2378.96 TC
2378.96 TC
2379.46 FG
2379.46 FG
2379.60 TC
2379.60 TC
2379.37 TC
2379.87 FG
2379.37 TC
2379.87 FG
2380.29 TC
2380.29 2380.06 TC
TC
2380.56 FG
2382.95 FG
STREET
'GG'
STREET
'A'

WEST AVENUE 'K'
ST.
65th
STREET

WEST AVENUE 'K' STREET STREET
'T' STREET
ST. 'W'
STREET
'Y'
STREET
'Z' 'E' STREET 'AA' ST. 'BB'
'HH'
'CC' STREET STREET 'EE'
'DD' STREET STREET 'FF' STREET 'II' STREET 'JJ' STREET 'KK' STREET
'LL' K-4
STREET
'MM' STREET 'NN'
STREET
ST.
'XX'
62nd ST. WEST
10 23
20 14
20 23
10 50
50 100

10 23
20 14
20 23
10 100

50 50

84 42

42 20

15 14

20 15

2376.5
2379.0
2377.1
PI
HP

2.5%
ST.

3.5% 'E' 'E' 872 2385.3 873 2385.6 874 2385.9 875 2386.2 876 2386.6 877 2387.3 878 2387.7 865 2389.1 866 2388.8 867 2388.5 868 2388.3 869 2387.9 870 2387.6 871 2387.3 527 2387.6 525 2387.1 526 2387.4 627 2383.4 628 2383.8 629 2384.2 630 2384.5 631 2384.7 632 2385.0 633 2385.2 634 2385.4 635 2385.6 636 2385.8 620 2385.1 621 2384.8 622 2384.6 623 2384.4 624 2341.1 625 2383.9 626 2383.6 637 2384.2 638 2384.0 639 2383.8 640 2383.5 675 2381.6674 2381.4673 2381.1672 2380.9671 2380.7 584 2383.3 641 2383.2 642 2383.0 643 2382.8 644 2382.6 645 2382.4 646 2381.2 647 2381.3648 2381.5649 2381.3650 2381.0651 2380.8652 2380.6653 2380.3654 2380.0 664 2378.8 665 2379.1 666 2379.4 670 2380.5669 2380.3 668 2380.0 667 2379.7 573 2381.6 574 2381.8 575 2382.0 576 2382.2 577 2382.4 578 2382.7 579 2382.9 580 2383.1 581 2383.3 582 2383.5 583 2383.5 655 2379.3657 2378.6 660 2377.6 661 2378.0 662 2378.3 663 2378.5 572 2381.4 571 2381.2 570 2381.0 569 2380.8 568 2380.6 567 2380.4 566 2380.1 565 2379.9 564 2381.1 563 2381.3 562 2381.5 561 2381.7 560 2381.9 559 2382.1 558 2382.3 557 2382.5 556 2382.7 555 2382.9 554 2383.1 553 2383.3 552 2383.5 595 2384.8 594 2384.6 593 2384.4 592 2384.2 591 2383.9 590 2383.6 589 2383.4 588 2383.2 587 2383.0 586 2382.8 585 2382.5 607 2382.3 606 2382.5 605 2382.8 604 2383.0 603 2383.2 602 2383.4 601 2383.6 600 2383.9 599 2384.2 598 2384.4 597 2384.6 596 2384.8 619 2386.2 618 2386.0 617 2385.8 616 2385.5 615 2385.3 614 2385.1 613 2384.8 612 2384.6 611 2384.4 610 2384.1 609 2383.9 608 2383.6 658 2378.3 659 2378.0 487 2378.1 514 2384.4 515 2384.6 516 2384.9 517 2385.1 518 2385.4 519 2385.6 520 2385.9 521 2386.1 522 2386.4 523 2386.6 524 2386.9 508 2383.4 507 2383.2 506 2383.9 505 2382.7 504 2382.4 503 2382.2 502 2381.9 501 2381.7 500 2381.4 499 2381.2 498 2380.9 497 2380.7 496 2380.4 495 2380.2 494 2379.9 493 2379.7 492 2379.4 491 2379.2 490 2379.0 489 2378.7 539 2380.0 540 2381.3 541 2381.5 542 2381.7 543 2381.9 544 2382.1 545 2382.3 546 2382.5 547 2382.7 548 2382.9 549 2383.1 550 2383.3 551 2383.5 528 2382.7 529 2382.4 530 2382.2 531 2381.9 532 2381.7 533 2381.4 534 2381.2 535 2380.9 536 2380.7 537 2380.4 538 2380.2 509 2383.2 510 2383.4 511 2383.6 512 2383.9 513 2384.1 LOT ''F'' 0.12 AC OPEN SPACE 656 2379.0 488 2378.4 75' 115'
40' 26' 19'
43' 56'
50' 115'
50'
50' 115'
50'
50' 116'
50'
50' 116'
50'
50' 116'
50'
50' 117'
50'
50' 117'
50'
50' 117'
50'
50' 118'
50'
50' 118'
50'
50' 118'
50'
50' 119'
50'
50' 119'
50'
50' 119'
50'
50' 120'
50'
50' 120'
50'
50' 121'
50'
80' 114'
15' 68'
70'
124'
57' 24'
95'
8'
63'
126'
59'
63'
127'
59'
63'
129'
59'
63'
131'
59'
63'
132'
48'
11'
16' 1'
130'
60'
14' 49'
12'
120'
60'
56'
159'
37'
132'
141'
35'
55' 114'
60'
17' 44'
123' 60'
6' 16' 37'
126' 60'
60'
126' 60'
60'
125' 60'
60'
125' 60'
60'
125'
129'
72'
17'
40' 85' 46'
11'
86'
8 0' 19'
65' 120'
52' 18' 107'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
65' 107'
18' 52'
52' 110' 97'
18'
60' 110'
60' 110'
60' 110'
60' 110'
60' 110'
52' 18' 97'
48'
130'
75' 18' 119'
10'
27'
126'
59'
65'
123'
6' 53'
60'
123'
60'
60'
122'
60'
54'
121'
14' 45'
34' 9' 20'
122'
59'
30' 33
122'
'
59'
17' 46'
123'
59' 63'
49' 9'
123'
59'
40' 22'
124'
59'
27' 35'
124'
59'
14' 49
125'
'
59' 62'
49' 12'
125'
10'
49' 4'94'
112'
18'
85'
54' 110' 97'
18'
57'
110'
38' 16'
110'
50'
110'
50'
110'
50'
110'
50'
110'
50'
110'
41' 9'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
17' 34'
110'
47'
18'
97'
118' 68'
105' 18' 47' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50'
71' 64' 49'
19' 33'
110' 21'
5 0' 19' 36'
56'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
97' 18' 51'
118'
73'
100'
18'
4 3' 118' 55'
20' 30'
118' 60' 60' 50'
118' 50'
118' 60' 50'
118' 60' 50'
118' 60' 50'
118' 60' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
118' 50' 50'
105' 55' 42'
18'
4 6 40'
' 19'
23' 86'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
110' 60' 60'
110' 60'
110' 60'
110'
97' 18' 57'
119' 4'
81'
107' 18'
4 7' 118' 60'
15' 45'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60' 60'
118' 75' 50'
105' 65' 52'
18' 25'
7 9' 19'
98'
111' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
97' 18' 62'
120'
38' 80'
93' 18'
71' 30' 30'
118' 50' 18' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60'
105' 60' 70' 67'
18'
105'
62'
18'
81'
11'
110'
9 9' 3'
110'
12' 53'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
103' 18'
40 12'
'
127' 43'
25'
14' 3
6'
122' 50' 20' 30'
123' 50' 50'
125' 50' 50'
127' 50' 50'
130' 50' 50'
130' 41' 9' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50'
16' 22'
12'
126' 50'
38' 13'
119' 65'
47'
121'
56' 58'
127'
55' 15'
116'
114' 23'
20' 6
126'
'
60'
35' 67'
125'
58'
28'
122'
59'
35' 60'
120'
60'
75'
8'
94'
24' 62'
29' 80' 5' 3'
38' 56' 66'
86' 2' 60' 60' 60' 70'
75' 50' 50' 50' 50' 50' 50' 64' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 60' 60'
34'
41'
16' 33' 50'
50'
50'
50'
50'
42' 48' 6' 42' 33' 6'
12' 16'
10'
9' 30' 20' 33' 17' 46' 49'
49' 22' 27' 35' 14' 49' 49' 49'
22'
61'
'D' 'A' 'A'
5 300
5 300

5 750

5 1000

5 2250

5 2500
5 275

5 300

5 30

5 300

5 2000

5 300

5 300
2381.1
2380.1
2380.60.5%
2378.1
2378.6
2379.1
2379.60.5%
2376.6
2377.1
2377.60.5%
2376.3
2375.5 PI LP
2375.9
PI 2375.8
2376.3
2376.8
2377.3
2377.8 PI

0.5%

0.4%
2378.2
2378.6
2379.0
2379.4
2379.6 PI

0.4%
2380.2 PI

1.0%
2380.6 PI

0.5%
2381.0
2381.4
2381.8
2382.2
2382.6
2383.0
2383.4
2383.80.4%

0.4%
2381.0
2381.5 HP
PI
2381.1
2380.7
2380.3
2379.9
2379.5
2379.1
2378.7
2378.3 2377.9

0.4%

0.5% 0.5% 2381.0 2381.5

0.5% 2382.0 2382.5 2383.0 2383.5 2384.0 2384.5 2385.0 2385.5

0.5% 0.5%

1.5%
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 30

60 &/ 12
18 18
12 30
30 60

&/
18 18

12 12

30 30
60 &/
18 18

12 12

WEST AVENUE 'K'
'HH'
'CC' STREET STREET 'EE'
'DD' STREET STREET 'FF' STREET 'II' STREET 'JJ' STREET 'KK' STREET
'LL'
STREET
'MM'
ST.
'XX'
62nd ST. WEST
10 23
20 14
20 23
10 50
50 100

84 42

42 20

15 14

20 15

2376.5
2379.0
2377.1
PI
HP

2.5%
ST.

3.5% M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 LOT 880 4.22 AC PARK (PRIVATE) 310 2385.5 313 2384.9 370 2386.0371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 324 2386.8 355 2392.8356 2392.4 357 2392.2 358 2391.9 359 2391.3 360 2391.0 361 2390.5 362 2389.9 363 2389.4364 2388.9365 2388.4366 2387.9 760 2390.3 761 2390.6 762 2390.8 766 2391.8 767 2392.0 768 2392.3 769 2392.5 748 2390.4 745 2391.0 721 2388.8 725 2387.7 724 2388.0 723 2388.3 722 2388.5 720 2389.1 719 2389.4 718 2389.6 744 2391.0 743 2390.7 742 2390.5 741 2390.3 740 2390.1 738 2389.6737 2389.3 695 2387.9 779 2390.2 778 2390.4 777 2390.7 776 2390.9 775 2391.2 826 2392.8 825 2393.1 824 2393.4 823 2393.7 822 2394.0 821 2394.3 820 2394.6 819 2394.9 818 2395.2 817 2395.5 816 2395.8 815 2396.1 814 2396.3 813 2393.6 812 2393.4 811 2393.2 810 2392.9 809 2392.7 808 2392.4 807 2392.2 806 2392.0 805 2391.8 803 2391.4 802 2391.2 801 2391.3 800 2391.6 799 2391.8 798 2392.0 797 2392.2 796 2392.4 795 2392.7 794 2392.9 793 2393.2 792 2393.4 791 2393.6 790 2392.4 789 2392.2 788 2391.9 787 2391.6 786 2391.4 785 2391.2 784 2391.0 783 2390.7 782 2390.5 781 2390.3 770 2392.6 771 2392.4 772 2392.1 773 2391.8 774 2391.5 696 2388.5 697 2388.8 698 2389.0 699 2389.3 700 2389.5 701 2389.9 702 2390.1 705 2390.9 706 2391.1 707 2391.4 708 2391.6 709 2391.9 710 2392.2 711 2392.4 712 2392.6 713 2392.8 714 2393.1 715 2393.3 716 2393.4 717 2393.1 827 2392.8 828 2393.0 829 2393.3 830 2393.6 831 2393.9 832 2394.2 833 2394.5 834 2395.0 835 2395.3 836 2395.6 837 2395.9 838 2396.2 839 2396.3 840 2396.0 841 2395.7 843 2395.1 844 2394.8 845 2394.6 846 2394.3 847 2394.1 848 2393.9 849 2393.6 864 2388.5 863 2388.8 862 2389.0 861 2389.4 850 2393.3 851 2393.1 852 853 2392.7 2393.4 854 2392.2 855 2391.9 856 2388.7 857 2389.3 858 2389.8 859 2389.9 860 2389.7 873 2385.6 874 2385.9 875 2386.2 876 2386.6 877 2387.3 878 2387.7 865 2389.1 866 2388.8 867 2388.5 868 2388.3 869 2387.9 870 2387.6 527 2387.6 628 2383.8 629 2384.2 630 2384.5 631 2384.7 632 2385.0 633 2385.2 634 2385.4 635 2385.6 636 2385.8 780 2389.9 637 2384.2 758 2389.8 759 2390.1 754 2388.7 731 2386.3 730 2386.4 729 2386.6 728 2386.9 727 2387.1 726 2387.4 736 2389.1735 2388.8734 2388.6733 2388.3732 2388.1 692 2387.1 694 2387.6693 2387.3 691 2386.8690 2386.6689 2386.3688 2386.7 687 2387.0 686 2387.0 685 2387.2 684 2387.4 683 2387.6 682 2387.8 681 2388.0 680 2388.2 679 2388.4 678 2388.6 677 2388.8 676 2389.0 638 2384.0 639 2383.8 640 2383.5 584 2383.3 641 2383.2 642 2383.0 643 2382.8 644 2382.6 645 2382.4 426' 18' 66'
3 9
8' 20'
18'
247'
112' 18' 340'
18' LOT 881 5.52 AC DENTENTION BASIN LOT ''C'' 0.01 AC OPEN SPACE LOT ''G'' 0.17 AC OPEN SPACE LOT ''I'' 0.09 AC OPEN SPACE 73'
127'
163' 96'
24'
206'
146'
293' 65'
176' 448'
137'
73' 804 2391.6 842 2395.3 704 2390.6 703 2390.4 739 2389.8 746 2390.8 750 2389.8 765 2391.6764 2391.3763 2391.1 747 2390.6749 2390.1 751 2389.5752 2389.2753 2389.0 755 2388.5756 2388.2757 2387.9 LOT ''H'' 0.09 AC OPEN SPACE 314 2385.5 311 2385.3 312 2385.0 367 2387.4 369 2386.4 368 2386.9 113'
7' 85'
65' 93'
138'
18'
68'
13' 79'
15'
54' 30' 41' 28'
147'
32'
10 6'
121'
18'
70'
5' 68'
18'
92'
74'
18'
89'
111'
124'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
60'
115' 3'
57'
116'
30' 32'
59'
116'
63'
59'
117'
63' 63' 2'
57'
117'
9' 50'
117'
63'
59'
117'
63'
59'
117'
63'
59'
117'
63'
60'
116'
8' 52'
117'
60'
118'
34' 26'
112'
86' 121'
80' 114'
15' 68'
72' 122'
59' 15' 115'
60' 122'
60'
60' 114'
39' 16' 6'
112'
131'
45' 11'
100' 105'
124' 59' 114'
121'
27' 36' 127' 75'
114' 18' 57'
127' 60' 60' 60' 21' 16' 23' 62'
18'
110'
123' 60'
123'
28' 16' 16'
116'
43' 22'
127'
95'
4 133'
9'
116'
14'118'
48'
60' 126'
9' 16' 36'
60' 127'
60'
60' 127'
60'
60' 127'
60'
60' 128'
60'
60' 128'
60'
60' 128'
8' 52'
60'
3118'
' 50' 8'
140'
158'
53'
58' 151'
124'
56' 89'
130'
37' 28' 59' 1'
136' 31' 16' 13' 60'
136' 60' 60'
136' 60' 60'
136' 60' 60'
136' 60'
136' 60'
136' 60' 60'
136' 60'
51' 9'
135' 60'
60'
134' 60'
61'
131' 10' 50'
66'
130' 59'
59' 23' 104' 8' 46' 21'
75'
122'
62'
18'
109'
122'
50'
50'
122'
50'
50'
122'
50'
50'
5'
122'
5' 45'
45'
43 122'
'
54'
38 122'
'
54'
11' 33'
122'
54'
16' 29
122'
'
54'
21' 24
122'
'
54'
26'
54'
31' 18
122'
' 16
122'
'
54'
33' 15'
122'
54'
34' 46'
108' 19' 68'
29'
95'
18'
108'
67'
50'
108'
50'
108'
50'
108'
40'
10'
108'
49'
108'
49'
109'
49'
110'
49'
112'
49'
113'
21'
115'
28' 50'
115'
74'
18'
9 9'
18'
102'
70'
115'
47'
50'
115'
50'
115'
50'
50'
115'
50'
50'
110'
50'
115'
44' 10'
110'
39'
115'
14' 35'
115'
55'
20' 23' 6'
115'
55'
26' 23
115'
'
55'
32' 11'
115'
6' 48'
43'
115'
50'
50'
72'
115'
50'
89'
102'
18' 46'
97'
18' 57'
50'
50'
50'
50'
25'
24'
109'
48'
107'
48'
105'
48'
103'
39' 10'
102'
50'
102'
59'
18'
39'
23'
126'
52'
18'
20'
83' 7'
50 128'
'
50'
50'
127'
50'
5' 45'
125'
50'
50 125'
'
50'
49 127'
'
23' 30'
48'
129'
58'
48'
128'
58'
48'
126'
4' 53'
50'
125'
50'
63' 7' 8'
51' 61'
18' 65'
76' 39' 7'
6 8'
131' 58'
69'
5 9'
128' 60'
5 9'
125' 59'
122' 60'
20' 39'
122' 60' 60'
122' 60' 60'
122' 60' 60'
122' 60' 60'
122' 60'
109' 60' 70' 77'
18'
120'
52' 43'
8'
52' 65'
115'
51 30'
'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
95' 18' 57'
79'
134' 8'
43'
3 '
128' 46'
38'
6 0'
120' 69'
33' 25'
118' 60' 60'
118' 60' 60'
118' 60' 60'
118' 60' 60'
118'
118' 60' 60' 60'
118' 55' 60' 60'
118' 55' 60' 60'
118' 55' 60'
105' 60' 62'
18'
120' 18' 46'
8' 7' 114'
110' 66'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
90'
14' 18'
52'
115'
53'
3'
59' 24'
111'
7'
61'
138'
54'
49'
139'
54'
49'
139'
54'
49'
140'
54'
22' 14' 13'
137'
54'
37'
13' 129'
132'
40'
91'
45' 45'
137'
126'
3 9' 11'
129'
94' 7'
15'
138' 49'
39'
49' 3' 50'
137'
4 9'
5 3'
135'
3 2' 19'
133' 50'
50'
131'
5 0'
50'
130'
5 0'
50'
130'
16'
3 4'
50'
130'
50'
50'
130'
50'
50'
130'
50'
50'
129'
50'
50'
129'
3 6' 14' 3'
5 4' 8' 103'
5 4
23'
'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
21'
16' 13'
111'
50'
37'
13'
103'
50'
52'
161'
0'
154'
45'
131'
93'
57'
29' 21'
131'
79'
15' 35'
138'
50'
137'
50'
138'
50'
50'
138'
50'
50'
138' 1'
49'
6'
44'
138'
54'
50 138'
'
55'
58' 13'
105'
24' 56'
159'
37'
141'
35'
55' 114'
60'
17' 44'
123' 60'
6' 16' 37'
126' 60'
60'
126' 60'
60'
125' 60'
60'
125' 60'
60'
125'
129'
72'
17'
40' 85' 46'
11'
86'
8 0' 19'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
60' 120'
60'
65' 107'
18' 52'
60' 110'
60' 110'
60' 110'
60' 110'
60' 110'
52' 18' 97'
94'
112'
34'
110'
47'
18'
97'
38' 80' 50' 18' 50' 60' 50' 60' 50' 60' 50' 60' 50' 60' 105' 60' 70'
105'
62'
18'
81'
11'
110'
9 ' 3'
110'
12' 53'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57' 80' 5' 3'
38' 60' 70' 60' 60' 100' 124' 60' 60' 60' 60' 60' 60' 70' 59'
58' 75' 32' 66' 62' 60' 60' 60' 60' 90'
66'
69'
19'
34'
110'
110'
110'
50'
50'
50'
50'
60'
50'
10'
39' 35' 14' 29' 20' 29' 23' 26' 32' 10' 6' 50' 50'
59'
33' 21' 15' 29' 16' 34' 33' 18' 31' 24' 46'
29' 26' 16' 38' 43' 11' 40'
5' 6' 50'
50'
50'
80' 30' 30'
29'
30' 1' 14'
43' 43'
650'
11'
16'
657'
103'
393'
728' LOT ''K'' 0.53 AC OPEN SPACE
3' 236'
146'
295' 66'
177' 448'
17'
2389.0
2387.0
2385.0
2383.0
2381.0
2381.5
2381.0
2380.5
2380.0 2375.5 2375.0 2374.5 2374.0
2379.5 2373.5 'B' 'B'
'C'
'C'
18 18
12 12

30 30

60 &/
5 30

5 1000
5 1000

5 10

5 30

5 300

5 2000

5 1500

5 1000

5 750

5 1000
5 750

5 750

5 2000

2387.7
PI
HP
2386.8AVENUE 1.5%
2380.2 PI
2380.6 PI

0.5%
2381.0
2381.4
2381.8
2382.2
2382.6
2383.0
2383.4
2383.80.4%

0.4%
2381.0
2381.5 HP
PI

0.5% 2383.3 2383.8 PI 2385.3 2386.3 2384.3

0.5% 0.5% 1.0% 2385.5 2386.0 2386.5 2387.1 2386.9
2385.8
2386.8
2387.8
2387.9
PI
HP 1.0%

1.0%

0.5% 2387.3 2388.3 2389.0
2390.7
2390.2
2389.7
2389.2
2388.7
2388.2
2387.7
2386.8
2386.8
2386.3
2385.6
2385.0
2384.4
PI
PI
PI

0.5%

1.6%

1.25%

1.0%

1.5%
2386.0
2384.0 PI LP
2384.5
2385.0
2385.5
2386.5
2387.0 2387.5 PI
2388.5
2389.0
2389.5
2390.0
2390.5
2391.0
2391.5 PI
HP
2390.2
2390.2
2390.7
2391.2
2391.7
2392.2
2392.7
2393.2
2393.7
2394.2
PI
HP 2392.2 2392.8 2392.4 2392.0 2391.6 2391.3 PI 2390.9
2390.4
PI
2389.0
2389.4
2389.8
2390.2
2388.6
2388.2
2387.4
2378.8
2387.0
2386.6
2386.2
2385.8
2385.4
2385.0 PI

0.4%

1.0%

0.4% 0.4%

1.1%

0.4% 0.4%

0.4% 0.5% 1.4%

0.5%

1.0%

0.5%
2389.0
2389.3
PI
2388.5
2386.0
2386.5
2387.0
2387.5
2388.0

0.5% 1.0%

0.5%
2385.6 2394.1 2392.4 2390.4
2387.4
2387.5
2387.9 PI
2388.4
2388.9
2389.4
2389.9

0.5%

0.4%
2391.4
2391.8
PI
2389.4
2389.8
2390.2
2390.6
2391.00.4% 0.5%
2388.5

0.6%
2389.0 PI 0.4%
2385.0
2385.8
2385.7
2384.7
2383.7
2382.7
2381.7
2386.2 PI
HP 2379.0 FS/LP

2.0%
2384.7
2384.1
5 30
2383.3
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2
2384.0
2384.8
2385.6
2386.4
2387.2
2381.8
2381.4
18 18

12 12

30 30
60 &/
&/
16 24

24 16
40 40

80 8

&/
16 24

24 16
40 40

80 8

10 18
18 12
12 30

60 30
&/
18 18
12 12

30 30

60 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18
12 12

30 30

60 &/
18 18
12 12

30 60

30 &/
35 35
70 22

13 13

22 &/
2390.75 FG/LP 2392.22 TC FG
2391.97 2391.15 FG 2391.82 TC 2391.51 FS 2391.61 2391.55 FG 2394.05 FG 2392.60 FS 2391.95 TC 2391.67 2395.02 FG FG FS 2392.88 FG 2391.91 FS 2391.55 FG 2392.48 FG 2392.17
TC 2391.11 TC 2391.15
2391.95 FG 2391.25
TC
2392.27 FG 2391.40 FG
2391.70 FG 2391.16 FS 2390.80 2391.36
2392.02 2391.51 2392.57 TC TC TC/HP FG/LP 2391.56TC
TC
TC 2391.19 TC 2391.62
2390.98
2390.87 2391.30 2391.42 TC/HP TC/LP 2391.56 FS 2391.61 TCTC 2391.20 FG 2391.60 FG TC 2392.17 TC 2392.55 FG
2391.96 FS 2391.96 FS 2391.87 TC 2392.00 FG 2392.85 FG
2392.40 FG
2393.25 FG
2393.65 FG
2392.76 FS
2392.97 TC
2393.16 FS
2393.37 TC
2392.80 FG
2393.56 FS
2393.77 TC
2394.05 FG
2394.03 TC
2393.20 FG
2394.45 FG
2393.82 FS
2394.22 FS
2393.46 FG
2394.71 FG
2393.67
2393.86 FG
TC
2394.37 FG
2394.46 HP
2394.10 FG
2394.49 TC
2394.28 FS 2395.17 FG
2393.92 FG 2393.72 FS 2394.61 FG 2393.36 FG 2393.93 TC 2392.80 FG 2393.16 FS 2393.37 TC 2392.81 TC 2392.24 FG 2393.49 FG 2392.25 TC 2392.04 FS 2391.68 FG 2392.93 FG 2391.24 FG 2391.60 FS/LP 2391.81 TC 2392.69 FS 2392.49 FG 2392.33 FG 2392.90 TC 2393.58 FG 2394.30 TC 2394.09 FS 2393.73 FG 2394.98 FG 2395.50 FS 2395.69 TC 2396.23 FG 2396.90 FS 2396.36 FG 2397.46 FG 2396.11 TC 2397.39 TC 2396.72 FG 2397.40 FS 2397.75 FG 2399.95
TC
2399.69

TC TC/LP
FG/HP 2399.7 FG 2400.1 FG 2398.0 FG 2397.5 FG2397.3 FG/LP 2397.6 FG
2398.6 FG
2399.2 2398.7 FG 2398.2 FG/LP 2398.6 FG 2399.0 FG
2399.4 FG
2399.8 FG
2400.2 FG
2400.6 FG
2400.9 FG
2401.3 FG/HP 2400.9 FG 2400.4 FG 2399.9 FG 2399.4 FG 2398.9 FG/LP 2399.3 FG 2400.5 FG 2400.9 FG 2401.3
FG
2386.54 FG
2390.9
TC
2390.9
TC
2390.67
TC
2390.67
2391.17 FG
TC
2391.17 FG
2390.25
TC
2390.02
TC
2390.25
TC
2390.02
TC
2390.52 FG
2390.52 FG
2389.60
TC
2389.37
TC
2389.60
TC
2389.37
TC
2389.87 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.29
TC
2388.06
TC
2388.06
TC
2388.56 FG
2387.20
2387.33
TC
2387.83 FG
2386.99
TC
2386.99
TC
2386.76
TC
2387.26 FG
2386.56
TC
2387.06 FG
2386.27
TC
2386.04
TC
2386.54
FG
2386.04
TC
2385.27
TC
2385.04
TC
2385.54
FG
2385.27
TC
2385.04
TC
2385.54 FG
2384.28
TC
2384.05
TC
2384.55 FG
2384.28
TC
2384.05
TC
2384.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2382.78
TC
2382.78 TC
TC
2382.55
2380.06
TC
2380.29
TC
2380.56 FG
2382.95 FG
2389.87 FG
2388.56 FG
2387.6
2388.0
2386.46
PI
HP
2385.7

2.0%

3.0%
2387.33
TC
STREET
'GG'
STREET
'A'
WEST
65th
ST. AVENUE K-8
'T'
'T' STREET
ST. 'W'
'VV' STREET 'KK' K-4
STREET
'MM' STREET 'NN'
STREET
'PP'
STREET
'OO' STREET 'OO'
STREET
'QQ'
ST.
'XX'
STREET
'RR' STREET 'SS' STREET 'YY'
STREET
'UU'
ST. 'WW'
'WW'
STREET
'TT' 2392.5 BW 2394.1 TW 1.6' 2392.3 BW 2393.1 TW 1.6'
2392.0 BW
2393.6 TW 1.6'
2391.7 BW
2393.3 TW 1.6'
2388.9 BW
2393.1 TW 4.2'
ST.
14 16
18 18
16 34
34 68

68 34
34 16
18 18
16 5 3500

84 15

20 14

20 15

42 42

ST.

SD
SD
SD
SD
SD
SD SD
SD
SD
SD

SD SDSD
SD
SD
SD
SD
SD
SD 8" SS 8" W 8" SS 8" W
8" W
8" SS
8" W
8" SS 8" SS 8" W 8" SS 8" W 8" SS 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W 8" SS 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" W
12" SS
8" W
12" SS
8" W
8" W 8" SS 8" W
8" W 8" W 8" W
8" SS
8" W
8" SS
8" SS
8" W
8" W 8" SS 8" W
SD
SD
SD

SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD LOT 880 4.22 AC PARK (PRIVATE) 760 2390.3 761 2390.6 762 2390.8 766 2391.8 767 2392.0 768 2392.3 769 2392.5 748 2390.4 745 2391.0 721 2388.8 725 2387.7 724 2388.0 723 2388.3 722 2388.5 720 2389.1 719 2389.4 718 2389.6 744 2391.0 743 2390.7 742 2390.5 741 2390.3 740 2390.1 738 2389.6737 2389.3 695 2387.9 779 2390.2 778 2390.4 777 2390.7 776 2390.9 775 2391.2 826 2392.8 825 2393.1 824 2393.4 823 2393.7 822 2394.0 821 2394.3 820 2394.6 819 2394.9 818 2395.2 817 2395.5 816 2395.8 815 2396.1 814 2396.3 813 2393.6 812 2393.4 811 2393.2 810 2392.9 809 2392.7 808 2392.4 807 2392.2 806 2392.0 805 2391.8 803 2391.4 802 2391.2 801 2391.3 800 2391.6 799 2391.8 798 2392.0 797 2392.2 796 2392.4 795 2392.7 794 2392.9 793 2393.2 792 2393.4 791 2393.6 790 2392.4 789 2392.2 788 2391.9 787 2391.6 786 2391.4 785 2391.2 784 2391.0 783 2390.7 782 2390.5 781 2390.3 770 2392.6 771 2392.4 772 2392.1 773 2391.8 774 2391.5 696 2388.5 697 2388.8 698 2389.0 699 2389.3 700 2389.5 701 2389.9 702 2390.1 705 2390.9 706 2391.1 707 2391.4 708 2391.6 709 2391.9 710 2392.2 711 2392.4 712 2392.6 713 2392.8 714 2393.1 715 2393.3 716 2393.4 717 2393.1 827 2392.8 828 2393.0 829 2393.3 830 2393.6 831 2393.9 832 2394.2 833 2394.5 834 2395.0 835 2395.3 836 2395.6 837 2395.9 838 2396.2 839 2396.3 840 2396.0 841 2395.7 843 2395.1 844 2394.8 845 2394.6 846 2394.3 847 2394.1 848 2393.9 849 2393.6 864 2388.5 863 2388.8 862 2389.0 861 2389.4 850 2393.3 851 2393.1 852 853 2392.7 2393.4 854 2392.2 855 2391.9 856 2388.7 857 2389.3 858 2389.8 859 2389.9 860 2389.7 780 2389.9 758 2389.8 759 2390.1 754 2388.7 731 2386.3 730 2386.4 729 2386.6 728 2386.9 727 2387.1 726 2387.4 736 2389.1735 2388.8734 2388.6733 2388.3732 2388.1 692 2387.1 694 2387.6693 2387.3 691 2386.8690 2386.6689 2386.3688 2386.7 687 2387.0 686 2387.0 685 2387.2 684 2387.4 683 2387.6 682 2387.8 681 2388.0 680 2388.2 679 2388.4 678 2388.6 677 2388.8 676 2389.0 426' 18' 66'
3 9
8' 20'
18'
247'
112' 18' 340'
18' LOT ''G'' 0.17 AC OPEN SPACE LOT ''I'' 0.09 AC OPEN SPACE 804 2391.6 842 2395.3 704 2390.6 703 2390.4 739 2389.8 746 2390.8 750 2389.8 765 2391.6764 2391.3763 2391.1 747 2390.6749 2390.1 751 2389.5752 2389.2753 2389.0 755 2388.5756 2388.2757 2387.9 LOT ''H'' 0.09 AC OPEN SPACE 72' 122'
59' 15' 115'
60' 122'
60'
60' 114'
39' 16' 6'
112'
131'
45' 11'
100' 105'
124' 59' 114'
121'
27' 36' 127' 75'
114' 18' 57'
127' 60' 60' 60' 21' 16' 23' 62'
18'
110'
123' 60'
123'
28' 16' 16'
116'
43' 22'
127'
95'
4 133'
9'
116'
14'118'
48'
60' 126'
9' 16' 36'
60' 127'
60'
60' 127'
60'
60' 127'
60'
60' 128'
60'
60' 128'
60'
60' 128'
8' 52'
60'
3118'
' 50' 8'
140'
158'
53'
58' 151'
124'
56' 89'
130'
37' 28' 59' 1'
136' 31' 16' 13' 60'
136' 60' 60'
136' 60' 60'
136' 60' 60'
136' 60'
136' 60'
136' 60' 60'
136' 60'
51' 9'
135' 60'
60'
134' 60'
61'
131' 10' 50'
66'
130' 59'
59' 23' 104' 8' 46' 21'
75'
122'
62'
18'
109'
122'
50'
50'
122'
50'
50'
122'
50'
50'
5'
122'
5' 45'
45'
43 122'
'
54'
38 122'
'
54'
11' 33'
122'
54'
16' 29
122'
'
54'
21' 24
122'
'
54'
26'
54'
31' 18
122'
' 16
122'
'
54'
33' 15'
122'
54'
34' 46'
108' 19' 68'
29'
95'
18'
108'
67'
50'
108'
50'
108'
50'
108'
40'
10'
108'
49'
108'
49'
109'
49'
110'
49'
112'
49'
113'
21'
115'
28' 50'
115'
74'
18'
9 9'
18'
102'
70'
115'
47'
50'
115'
50'
115'
50'
50'
115'
50'
50'
110'
50'
115'
44' 10'
110'
39'
115'
14' 35'
115'
55'
20' 23' 6'
115'
55'
26' 23
115'
'
55'
32' 11'
115'
6' 48'
43'
115'
50'
50'
72'
115'
50'
89'
102'
18' 46'
97'
18' 57'
50'
50'
50'
50'
25'
24'
109'
48'
107'
48'
105'
48'
103'
39' 10'
102'
50'
102'
59'
18'
39'
23'
126'
52'
18'
20'
83' 7'
50 128'
'
50'
50'
127'
50'
5' 45'
125'
50'
50 125'
'
50'
49 127'
'
23' 30'
48'
129'
58'
48'
128'
58'
48'
126'
4' 53'
50'
125'
50'
63' 7' 8'
51' 61'
18' 65'
76' 39' 7'
6 8'
131' 58'
69'
5 9'
128' 60'
5 9'
125' 59'
122' 60'
20' 39'
122' 60' 60'
122' 60' 60'
122' 60' 60'
122' 60' 60'
122' 60'
109' 60' 70' 77'
18'
120'
52' 43'
8'
52' 65'
115'
51 30'
'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
95' 18' 57'
79'
134' 8'
43'
3 '
128' 46'
38'
6 0'
120' 69'
33' 25'
118' 60' 60'
118' 60' 60'
118' 60' 60'
118' 60' 60'
118'
118' 60' 60' 60'
118' 55' 60' 60'
118' 55' 60' 60'
118' 55' 60'
105' 60' 62'
18'
120' 18' 46'
8' 7' 114'
110' 66'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
90'
14' 18'
52'
115'
53'
3'
59' 24'
111'
7'
61'
138'
54'
49'
139'
54'
49'
139'
54'
49'
140'
54'
22' 14' 13'
137'
54'
37'
13' 129'
132'
40'
91'
45' 45'
137'
126'
3 9' 11'
129'
94' 7'
15'
138' 49'
39'
49' 3' 50'
137'
4 9'
5 3'
135'
3 2' 19'
133' 50'
50'
131'
5 0'
50'
130'
5 0'
50'
130'
16'
3 4'
50'
130'
50'
50'
130'
50'
50'
130'
50'
50'
129'
50'
50'
129'
3 6' 14' 3'
5 4' 8' 103'
5 4
23'
'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
21'
16' 13'
111'
50'
37'
13'
103'
50'
52'
161'
0'
154'
45'
131'
93'
57'
29' 21'
131'
79'
15' 35'
138'
50'
137'
50'
138'
50'
50'
138'
50'
50'
138' 1'
49'
6'
44'
138'
54'
50 138'
'
55'
58' 13'
105'
24' 56' 70' 60' 60' 100' 124' 60' 60' 60' 60' 60' 60' 70' 59'
58' 75' 32' 66' 62' 60' 60' 60' 60' 90'
66'
69'
19'
34'
110'
110'
110'
50'
50'
50'
50'
60'
50'
10'
39' 35' 14' 29' 20' 29' 23' 26' 32' 10' 6' 50' 50'
59'
33' 21' 15' 29' 16' 34' 33' 18' 31' 24' 46'
29' 26' 16' 38' 43' 11' 40'
5' 6' 50'
50'
50'
80' 30' 30'
29'
30' 1'
650'
11'
16'
657'
103'
2389.0
2387.0
2385.0
2383.0
2381.0 'B' 'B'
'C'
5 30

5 1000
5 1000

5 10

5 2000

5 1500

5 1000

5 750

5 1000
5 750

5 750

2387.7
PI
HP
2386.8AVENUE 1.5% 2386.3 2386.0 2386.5 2387.1 2386.9
2385.8
2386.8
2387.8
2387.9
PI
HP 1.0%

1.0%

0.5% 2387.3 2388.3 2389.0
2390.7
2390.2
2389.7
2389.2
2388.7
2388.2
2387.7
2386.8
2386.8
2386.3
2385.6
2385.0
PI
PI
PI

0.5%

1.6%

1.25%

1.0%

1.0%
2386.0
2384.0 PI LP
2384.5
2385.0
2385.5
2386.5
2387.0 2387.5 PI
2388.5
2389.0
2389.5
2390.0
2390.5
2391.0
2391.5 PI
HP
2390.2
2390.2
2390.7
2391.2
2391.7
2392.2
2392.7
2393.2
2393.7
2394.2
PI
HP 2392.2 2392.8 2392.4 2392.0 2391.6 2391.3 PI 2390.9
2390.4
PI
2389.0
2389.4
2389.8
2390.2
2388.6
2388.2
2387.4
2378.8
2387.0
2386.6
2386.2
2385.8
2385.4
2385.0 PI

0.4%

1.0%

0.4% 0.4%

1.1%

0.4% 0.4%

0.4% 0.5% 1.4%

0.5%

1.0%

0.5%
2389.0
2389.3
PI
2388.5
2386.0
2386.5
2387.0
2387.5
2388.0

0.5% 1.0%

0.5%
2385.6 2394.1 2392.4 2390.4
2387.4
2387.5
2387.9 PI
2388.4
2388.9
2389.4
2389.9

0.5%

0.4%
2391.4
2391.8
PI
2389.4
2389.8
2390.2
2390.6
2391.00.4% 0.5%
2388.5

0.6%
2389.0 PI 0.4%
2385.0
2385.8
2385.7
2384.7
2383.7
2382.7
2381.7
2386.2 PI
HP 2379.0 FS/LP

2.0%
&/
16 24

24 16
40 40

80 8

10 18
18 12
12 30

60 30
&/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18
12 12

30 60

30 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18
12 12

30 30

60 &/
18 18
12 12

30 60

30 &/
35 35
70 22

13 13

22 &/
2390.75 FG/LP FG
2391.97
S 2391.61 2391.55 FG 2394.05 FG 2392.60 FS 2391.95
TC 2391.67 2395.02 FG FG FS
2392.17
TC 2391.11 TC 2391.15
2391.95 FG 2391.25
TC
2392.27 FG 2391.40 FG
2391.70 FG 2391.16 FS 2390.80 2391.36
2392.02 2391.51 2392.57 TC TC TC/HP FG/LP 2391.56TC
TC
TC 2391.19 TC 2391.62
2390.98
2390.87 2391.30 2391.42 TC/HP TC/LP 2391.56 FS 2391.61 TCTC 2391.20 FG 2391.60 FG TC 2392.17 TC 2392.55 FG
2391.96 FS 2391.96 FS 2391.87 TC 2392.00 FG 2392.85 FG
2392.40 FG
2393.25 FG
2393.65 FG
2392.76 FS
2392.97 TC
2393.16 FS
2393.37 TC
2392.80 FG
2393.56 FS
2393.77 TC
2394.05 FG
2394.03 TC
2393.20 FG
2394.45 FG
2393.82 FS
2394.22 FS
2393.46 FG
2394.71 FG
2393.67
2393.86 FG
TC
2394.37 FG
2394.46 HP
2394.10 FG
2394.49 TC
2394.28 FS 2395.17 FG
2393.92 FG 2393.72 FS 2394.61 FG 2393.36 FG 2393.93 TC 2392.80 FG 2393.16 FS 2393.37 TC 2392.81 TC 2392.24 FG 2393.49 FG 2392.25 TC 2392.04 FS 2391.68 FG 2392.93 FG 2391.24 FG 2391.60 FS/LP 2391.81 TC 2392.69 FS 2392.49 FG 2392.33 FG 2392.90 TC 2393.58 FG 2394.30 TC 2394.09 FS 2393.73 FG 2394.98 FG 2395.50 FS 2395.69 TC 2396.23 FG 2396.90 FS 2396.36 FG 2397.46 FG 2396.11 TC 2397.39 TC 2396.72 FG 2397.40 FS 2397.75 FG 2399.95
TC
2399.69

TC TC/LP
FG/HP 2399.7 FG 2400.1 FG
2397.6 FG
2398.6 FG

99.2 2398.7 FG 2398.2 FG/LP 2398.6 FG 2399.0 FG
2399.4 FG
2399.8 FG
2400.2 FG
2400.6 FG
2400.9 FG
2401.3 FG/HP 2400.9 FG 2400.4 FG 2399.9 FG 2399.4 FG 2398.9 FG/LP 2399.3 FG 2400.5 FG 2400.9 FG 2401.3
FG
2390.9
TC
2390.9
TC
2390.67
TC
2390.67
TC
2391.17 FG
2390.25
TC
2390.02
TC
2390.25
TC
2390.02
TC
2390.52 FG
2389.60
TC
2389.37
TC
2389.60
TC
2389.37
TC
2388.95
TC
2388.72
TC
2389.22 FG
2388.95
TC
2388.72
TC
2388.29
TC
2388.06
TC
2388.06
TC
2387.20
2387.33
TC
2386.99
TC
2386.99
TC
2386.76
TC
2387.26 FG
2386.56
TC
2386.27
TC
2386.04
TC
2386.54
FG
2386.04
TC
2385.27
TC
2385.04
TC
2385.54
FG
2385.27
TC
2385.04
TC
2384.28
TC
2384.05
TC
2384.55 FG
2384.28
TC
2384.05
TC
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2382.78
TC
2382.78 TC
TC
2382.55
2382.95 FG
2389.87 FG
2388.56 FG
2387.6
2388.0
2386.46
PI
HP
2385.7

2.0%

3.0%
2387.33
TC
STREET
'GG'
WEST
65th
ST. AVENUE K-8
'VV' K-4 STREET 'NN'
STREET
'PP'
STREET
'OO' STREET 'OO'
STREET
'QQ'
STREET
'RR' STREET 'SS' STREET 'YY'
STREET
'UU'
ST. 'WW'
'WW'
STREET
'TT' 2392.5 BW 2394.1 TW 1.6' 2392.3 BW 2393.1 TW 1.6'
2392.0 BW
2393.6 TW 1.6'
2391.7 BW
2393.3 TW 1.6'
2388.9 BW
2393.1 TW 4.2'
ST.
14 16
18 18
16 34
34 68

68 34
34 16
18 18
16 5 3500

84 15

20 14

20 15

42 42

ST. M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 654 655 2379.3 657 2378.6660 2377.6 658 2378.3 659 2378.0 656 2379.0 2368.0
2367.5
2367.0
2366.5
2377.3

0.5%
2376.5
2379.0
2377.1
PI
HP

2.5%

3.5%M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 8" SS 8" W 8" SS 8" W
8" W
8" SS
8" W
8" SS 8" SS 8" W 8" SS 8" W 8" SS 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W 8" SS 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" W
12" SS
8" W
12" SS
8" W
8" W 8" SS 8" W
8" W 8" W 8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS
8" W
8" SS 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS 8" W 8" SS
8" W
8" SS
8" W
8" SS
8" W
8" W
8" SS
8" SS
8" W
8" W 8" SS 8" W
SD
SD
SD

SD SD SD
SD LOT 879 6.02 AC PARK (PRIVATE) LOT 880 4.22 AC PARK (PRIVATE) 12379.7
22379.9
32380.1
42380.3
52380.5
62380.7
72380.9
82381.2
92381.4 102381.6 11 2381.8 12 2382.0 132382.2 142382.4 15 2382.6 162382.8 17 2383.0 182383.2 192383.4 20 2383.6 36 2386.9 37 2387.238 2387.539 2387.8 31 2385.9 322386.1 33 2386.3 34 2386.5 21 2383.8 22 2384.0 23 2384.3 24 2384.5 25 2384.7 26 2384.9 272385.1 28 2385.3 29 2385.5 40 2387.8 41 2387.7 42 2387.6 43 2387.4 44 2387.2 45 2387.0 46 2386.8 47 2386.6 48 2386.4 49 2386.2 65 2384.0 64 2384.2 63 2384.4 62 2384.6 61 2384.8 60 2385.0 59 2385.2 58 2385.4 57 2385.6 56 2385.8 55 2386.0 54 2386.2 53 2386.4 52 2386.6 51 2386.8 50 2387.2 81 2386.4 802386.1 79 2385.9 78 2385.4 77 2385.6 76 2385.4 752385.1 74 2384.6 73 2384.4 722384.1 71 2383.9 70 2383.6 69 2383.4 682383.1 67 2382.9 66 2382.6 82 2386.4 97 2382.6 96 2382.9 952383.1 94 2383.4 93 2383.6 92 2383.9 91 2384.1 90 2384.4 89 2384.6 88 2384.9 872385.1 86 2385.4 85 2385.6 84 2385.9 832386.1 113 2385.7 112 2385.4 111 2385.1 110 2384.9 109 2384.7 108 2384.4 107 2384.1 106 2383.9 105 2383.6 104 2383.4 103 2383.1 102 2382.9 101 2382.6 100 2382.3 99 2382.0 98 2381.7 126 2381.7 125 2382.0 124 2382.3 123 2382.6 122 2382.9 121 2383.1 120 2383.3 119 2383.6 118 2383.9 117 2384.1 116 2394.3 115 2384.6 114 2384.9 139 2384.5 127 2381.0 152 2381.0 151 2381.3 150 2381.6 149 2381.9 148 2382.2 147 2382.5 146 2382.8 145 2383.1 144 2383.4 143 2383.7 142 2383.9 141 2384.2 140 2384.5 457 2381.0 430 2380.5 429 2380.5 402 2379.5 444 2384.8 443 2385.2 442 2384.9 441 2384.6 440 2384.2 439 2383.8 438 2383.5 437 2383.1 436 2382.8 435 2382.4 434 2382.1 433 2381.7 432 2381.3 431 2381.0 456 2381.3 455 2381.6 454 2381.9 453 2382.2 452 2382.5 451 2382.8 450 2383.1 449 2383.4 448 2383.7 447 2384.0 446 2384.3 445 2384.6 416 2385.2 417 2384.9 418 2384.6 419 2384.2 420 2383.8 421 2383.5 422 2383.1 423 2382.8 424 2382.4 425 2382.1 426 2381.7 427 2381.3 428 2381.0 403 2380.5 404 2380.5 405 2381.0 406 2381.4 407 2381.7 408 2382.0 409 2382.3 410 2382.6 411 2382.9 412 2383.2 413 2383.5 414 2383.8 415 2384.1 468 2384.0 467 2383.7 466 2383.4 465 2383.1 464 2382.8 463 2382.5 462 2382.2 461 2381.9 460 2381.6 459 2381.3 458 2381.0 486 2377.6 485 2377.8 484 2378.0 483 2378.3 482 2378.5 481 2378.7 480 2379.0 479 2379.2 478 2379.5 477 2379.7 476 2380.0 475 2380.2 474 2380.4 473 2380.6 472 2380.8 471 2380.7 470 2380.5 469 2380.2 376 2384.1377 2383.8 378 2382.2 379 2382.0 380 2381.8 381 2381.6 382 2381.8 383 2382.0 384 2382.2 385 2380.8 386 2380.5 387 2380.2 388 2379.9 389 2379.6 395 2380.8 394 2380.5 393 2380.2 392 2379.9 390 2379.5401 2377.8 400 2378.0 396 2378.7 397 2378.5 398 2378.3 399 2378.0 307 2386.2 308 2386.0 310 2385.5 317 2386.2 316 2386.0 315 2385.8 313 2384.9 370 2386.0371 2385.5372 2385.0373 2384.5374 2384.3375 2384.1 318 2387.5 319 2387.3 320 2387.4 321 2387.5 322 2387.6 323 2387.3 324 2386.8 325 2388.7 327 2389.1 328 2389.4 329 2389.6 330 2389.8 340 2391.3 339 2391.6 338 2391.8 337 2391.7 336 2391.4335 2388.8 334 2389.1 333 2389.4 332 2389.6 331 2389.8 345 2391.4 344 2391.7 343 2391.8 342 2391.5 341 2391.2 349 2394.1 348 2393.9 347 2393.7 346 2393.4 350 2394.1 354 2393.0 355 2392.8356 2392.4 357 2392.2 358 2391.9 359 2391.3 360 2391.0 361 2390.5 362 2389.9 363 2389.4364 2388.9365 2388.4366 2387.9 178 2397.7 179 2398.1 180 2398.3 181 2398.5 182 2398.6 183 2398.4 184 2398.2 185 2397.8 186 2397.6 187 2397.4 188 2397.1 189 2396.8 190 2396.6 191 2396.3 192 2396.0 193 2395.8 194 2395.5 195 2395.2 196 2394.9 197 2394.7 198 2394.1 163 2391.0 164 2391.5 165 2391.9 166 2392.3 167 2392.7 168 2393.2 169 2393.6 170 2394.1 171 2394.5 172 2394.9 173 2395.3 174 2395.8 175 2396.2 176 2396.6 177 2397.1 291 2390.0 290 2391.8 289 2391.6 288 2391.4 287 2391.1 286 2390.9 285 2390.7 284 2390.5 283 2390.3 282 2390.1 281 2389.9 280 2389.6 279 2389.4 278 2389.2 277 2389.0 276 2388.7 275 2388.5 274 2393.3 273 2393.8 272 2394.2 271 2394.6 270 2395.1 269 2395.5 268 2395.9 267 2396.4 266 2396.8 265 2397.3 264 2397.7 263 2396.8 262 2396.3 261 2395.8 260 2395.2 259 2394.6 258 2394.0 257 2393.6 256 2693.0 255 2392.5 254 2391.9 253 2391.4 252 2390.5 251 2391.0 250 2392.5 249 2393.0 248 2393.6 247 2394.0 246 2394.6 245 2395.2 244 2395.8 243 2396.3 242 2396.8 241 2395.4 240 2395.0 239 2394.5 238 2394.0 237 2393.5 236 2393.0 235 2392.5 234 2392.0 233 2391.5 232 2391.0 231 2390.5 208 2389.5 207 2390.0 206 2390.5 205 2391.0 204 2391.5 203 2392.0 202 2392.5 201 2393.0 200 2393.5 199 2394.0 219 2394.0 218 2393.8 217 2393.4 216 2392.9 215 2392.4 214 2391.9 213 2391.4 212 2390.9 211 2390.4 210 2389.9 209 2389.4 230 2390.4 229 2390.9 228 2391.4 227 2391.9 226 2392.4 225 2392.4 224 2393.4 223 2393.9 222 2394.4 221 2394.9 220 2395.4 153 2388.4 154 2386.6 155 2388.8 156 2389.0 157 2389.3 158 2389.5 159 2389.7 160 2389.9 161 2390.3 162 2390.7 760 2390.3 761 2390.6 762 2390.8 766 2391.8 767 2392.0 768 2392.3 769 2392.5 748 2390.4 745 2391.0 721 2388.8 725 2387.7 724 2388.0 723 2388.3 722 2388.5 720 2389.1 719 2389.4 718 2389.6 744 2391.0 743 2390.7 742 2390.5 741 2390.3 740 2390.1 738 2389.6737 2389.3 695 2387.9 779 2390.2 778 2390.4 777 2390.7 776 2390.9 775 2391.2 826 2392.8 825 2393.1 824 2393.4 823 2393.7 822 2394.0 821 2394.3 820 2394.6 819 2394.9 818 2395.2 817 2395.5 816 2395.8 815 2396.1 814 2396.3 813 2393.6 812 2393.4 811 2393.2 810 2392.9 809 2392.7 808 2392.4 807 2392.2 806 2392.0 805 2391.8 803 2391.4 802 2391.2 801 2391.3 800 2391.6 799 2391.8 798 2392.0 797 2392.2 796 2392.4 795 2392.7 794 2392.9 793 2393.2 792 2393.4 791 2393.6 790 2392.4 789 2392.2 788 2391.9 787 2391.6 786 2391.4 785 2391.2 784 2391.0 783 2390.7 782 2390.5 781 2390.3 770 2392.6 771 2392.4 772 2392.1 773 2391.8 774 2391.5 696 2388.5 697 2388.8 698 2389.0 699 2389.3 700 2389.5 701 2389.9 702 2390.1 705 2390.9 706 2391.1 707 2391.4 708 2391.6 709 2391.9 710 2392.2 711 2392.4 712 2392.6 713 2392.8 714 2393.1 715 2393.3 716 2393.4 717 2393.1 827 2392.8 828 2393.0 829 2393.3 830 2393.6 831 2393.9 832 2394.2 833 2394.5 834 2395.0 835 2395.3 836 2395.6 837 2395.9 838 2396.2 839 2396.3 840 2396.0 841 2395.7 843 2395.1 844 2394.8 845 2394.6 846 2394.3 847 2394.1 848 2393.9 849 2393.6 864 2388.5 863 2388.8 862 2389.0 861 2389.4 850 2393.3 851 2393.1 852 853 2392.7 2393.4 854 2392.2 855 2391.9 856 2388.7 857 2389.3 858 2389.8 859 2389.9 860 2389.7 872 2385.3 873 2385.6 874 2385.9 875 2386.2 876 2386.6 877 2387.3 878 2387.7 865 2389.1 866 2388.8 867 2388.5 868 2388.3 869 2387.9 870 2387.6 871 2387.3 527 2387.6 525 2387.1 526 2387.4 627 2383.4 628 2383.8 629 2384.2 630 2384.5 631 2384.7 632 2385.0 633 2385.2 634 2385.4 635 2385.6 636 2385.8 620 2385.1 621 2384.8 622 2384.6 623 2384.4 624 2341.1 625 2383.9 626 2383.6 780 2389.9 637 2384.2 758 2389.8 759 2390.1 754 2388.7 731 2386.3 730 2386.4 729 2386.6 728 2386.9 727 2387.1 726 2387.4 736 2389.1735 2388.8734 2388.6733 2388.3732 2388.1 692 2387.1 694 2387.6693 2387.3 691 2386.8690 2386.6689 2386.3688 2386.7 687 2387.0 686 2387.0 685 2387.2 684 2387.4 683 2387.6 682 2387.8 681 2388.0 680 2388.2 679 2388.4 678 2388.6 677 2388.8 676 2389.0 638 2384.0 639 2383.8 640 2383.5 675 2381.6674 2381.4673 2381.1672 2380.9671 2380.7 584 2383.3 641 2383.2 642 2383.0 643 2382.8 644 2382.6 645 2382.4 646 2381.2 647 2381.3648 2381.5649 2381.3650 2381.0651 2380.8652 2380.6653 2380.3654 2380.0 664 2378.8 665 2379.1 666 2379.4 670 2380.5669 2380.3668 2380.0 667 2379.7 573 2381.6 574 2381.8 575 2382.0 576 2382.2 577 2382.4 578 2382.7 579 2382.9 580 2383.1 581 2383.3 582 2383.5 583 2383.5 655 2379.3657 2378.6 660 2377.6 661 2378.0 662 2378.3 663 2378.5 572 2381.4 571 2381.2 570 2381.0 569 2380.8 568 2380.6 567 2380.4 566 2380.1 565 2379.9 564 2381.1 563 2381.3 562 2381.5 561 2381.7 560 2381.9 559 2382.1 558 2382.3 557 2382.5 556 2382.7 555 2382.9 554 2383.1 553 2383.3 552 2383.5 595 2384.8 594 2384.6 593 2384.4 592 2384.2 591 2383.9 590 2383.6 589 2383.4 588 2383.2 587 2383.0 586 2382.8 585 2382.5 607 2382.3 606 2382.5 605 2382.8 604 2383.0 603 2383.2 602 2383.4 601 2383.6 600 2383.9 599 2384.2 598 2384.4 597 2384.6 596 2384.8 619 2386.2 618 2386.0 617 2385.8 616 2385.5 615 2385.3 614 2385.1 613 2384.8 612 2384.6 611 2384.4 610 2384.1 609 2383.9 608 2383.6 658 2378.3 659 2378.0 487 2378.1 514 2384.4 515 2384.6 516 2384.9 517 2385.1 518 2385.4 519 2385.6 520 2385.9 521 2386.1 522 2386.4 523 2386.6 524 2386.9 508 2383.4 507 2383.2 506 2383.9 505 2382.7 504 2382.4 503 2382.2 502 2381.9 501 2381.7 500 2381.4 499 2381.2 498 2380.9 497 2380.7 496 2380.4 495 2380.2 494 2379.9 493 2379.7 492 2379.4 491 2379.2 490 2379.0 489 2378.7 539 2380.0 540 2381.3 541 2381.5 542 2381.7 543 2381.9 544 2382.1 545 2382.3 546 2382.5 547 2382.7 548 2382.9 549 2383.1 550 2383.3 551 2383.5 528 2382.7 529 2382.4 530 2382.2 531 2381.9 532 2381.7 533 2381.4 534 2381.2 535 2380.9 536 2380.7 537 2380.4 538 2380.2 509 2383.2 510 2383.4 511 2383.6 512 2383.9 513 2384.1 426' 18' 66' 398' 20'
18'
247'
112' 18' 340'
18'
443' 18' 534'
18'
443' 18' 534'
18' LOT 881 5.52 AC DENTENTION BASIN LOT 882 5.07 AC DENTENTION BASIN LOT ''D'' 0.03 AC OPEN SPACE LOT ''C'' 0.01 AC OPEN SPACE LOT ''G'' 0.17 AC OPEN SPACE LOT ''F'' 0.12 AC OPEN SPACE LOT ''I'' 0.09 AC OPEN SPACE 73'
127'
2' 85'
143'
163' 96' 24' 206'
146'
293' 65'
176' 448'
137'
73' 656 2379.0 488 2378.4 804 2391.6 842 2395.3 704 2390.6 703 2390.4 739 2389.8 746 2390.8 750 2389.8 765 2391.6764 2391.3763 2391.1 747 2390.6749 2390.1 751 2389.5752 2389.2753 2389.0 755 2388.5756 2388.2757 2387.9 LOT ''H'' 0.09 AC OPEN SPACE 314 2385.5 292 2389.8 293 2389.6 294 2389.3 295 2389.1 296 2388.8 297 2388.6 298 2388.4 299 2388.2 300 2388.2 301 2388.4 302 2388.6 303 2388.7 304 2388.6 305 2388.4 306 2388.2 309 2385.8 311 2385.3 312 2385.0 LOT ''E'' 0.03 AC OPEN SPACE 353 2393.3 326 2388.9 367 2387.4 30 2385.7 35 2386.7 138 2384.2 137 2383.9 136 2383.7 135 2383.4 134 2383.1 133 2382.8 132 2382.5 131 2382.2 130 2381.9 129 2381.6 128 2381.3 369 2386.4 351 2393.9 352 2393.6 368 2386.9 96' 57'
8'
115' 47'
18' 50'
115' 50'
20' 30'
114' 50'
29' 21'
116' 51' 11' 39'
120' 10'
41' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50' 50'
120' 50'
20' 30'
121' 50' 2' 7' 41'
123' 75' 9' 38'
149' 94'
45'
172'
143' 0'
45' 6' 157'
117' 8'
50'
44' 7' 166' 41' 167' 50'
9' 50' 167' 50'
50' 166' 50'
50' 166' 50'
50' 166' 50'
50' 166' 50' 50'
50' 166'
50' 166' 50'
50' 166' 50'
50' 166' 50'
50' 165' 50' 50'
50' 165' 50' 165' 50'
31' 16' 163'
3'
50' 50'
47' 4' 154'
47'
187'
138' 111'
30' 45'
45'
134' 32' 19'115' 106' 31' 7' 12'115' 50' 50'
10' 40'
115' 50'
115' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
115' 50' 50'
99' 53'
8' 47'
18'
64' 105' 92'
18'
50' 105'
50' 105' 50' 105'
50' 105' 50' 105'
50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 63' 18' 92'
76' 105' 55' 16' 71' 25'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50' 25' 71' 16' 55'
77'
77' 105'
63' 18' 92'
50' 105' 50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
76' 92'
18' 63'
63' 105' 92'
18'
50' 105'
50' 105' 50' 105'
50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105'
50' 105' 50' 105'
63' 18' 92' 105' 61' 18' 92' 74'
50'
50' 105'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105'
50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
50' 105' 50'
60' 92'
18' 47' 26' 49' 19' 17' 54' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105' 50' 105'
50' 105' 47' 18' 92'
18' 94'
8' 55' 110' 49'
50' 110'
50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110' 50'
50' 110'
50'
50' 110' 50'
55' 94'
8'
18' 49'
59' 110'
63' 8'18' 27' 22' 27'
18'
60' 110' 60'
60' 110'
60'
60' 110' 60'
60' 110' 60'
60' 110' 60'
60' 110'
60'
60' 110' 60'
60' 110' 60'
60' 110' 60'
51' 18' 94'
8' 57'
66' 105' 53' 18' 92' 105'
60'
60' 105' 60'
60' 105' 60'
60' 105' 60'
60' 105'
60'
60' 105' 60'
60' 105' 60'
60' 105' 60'
60' 105'
60'
60' 105' 60'
60' 60' 105' 60'
60' 105' 60' 98'
11' 56'
65'
53' 105' 92'
18'
60' 105'
60' 105' 60' 105' 60' 105' 60' 105'
60' 105' 60' 105' 60' 105' 60' 105'
60' 105' 60' 105' 60' 105' 56' 98'
11'
66' 105' 53' 18' 92'
60' 105'
60'
60' 105' 60'
60' 105' 60'
60' 105' 60'
60' 105'
60'
60' 105' 60'
60' 105' 60'
60' 105' 60'
60' 105'
60'
60' 105' 60'
60' 105' 60' 60'
60' 105' 65' 98'
11' 56'
53' 105' 92'
18'
60' 105'
60' 105' 60' 105' 60' 105' 60' 105'
60' 105' 60' 105' 60' 105' 60' 105'
60' 105' 60' 105' 58' 105' 2' 32' 25' 11' 4' 90'
99' 18' 65'
115' 71'
8' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 55'
115' 55' 48' 7'
115' 55'
10' 46'
105' 55' 4' 62'
153' 159'
52'
151'
60' 65' 30' 43'
30' 159'
50' 31'
25' 16' 20' 164' 55'
20' 55' 163' 55'
55' 163' 55'
55' 163' 55'
55' 163' 55'
55' 163' 55'
55' 163' 55'
55' 163' 55'
55' 162' 55'
55' 162' 55'
55' 162' 55'
55' 162' 55'
55' 162' 55'
55' 162' 55'
16' 158'
11'
55'
28' 39' 17' 150' 55'
143'
101' 78'
54' 128' 80'
62'
56' 134' 81'
13' 41'
137' 60'
9' 16' 35'
137' 55' 55'
136' 55' 55'
136' 55' 55'
136' 55' 55'
136' 10' 48' 1' 53'
137' 58'
54'
137' 58'
54'
137' 58'
54'
137' 55'
7' 48'
136' 55'
55'
133' 40' 15'
55'
130'
55'
55'
127'
55'
55'
125' 48' 7'
55'
97' 23' 52'
62'
8'
105' 67'
8' 98' 70' 55' 55'
105' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 55'
105' 55' 80'
92' 18' 67'
93' 67'
8'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 55'
100' 67'
18' 87'
68' 110'
62' 18' 94'
8' 55' 110' 55'
55' 110' 55'
55' 110' 55'
55' 110' 55'
55' 110' 55'
45' 111' 55'
10' 55' 113' 55'
53' 115'
45' 15'
60' 14' 8'
99'
18' 30' 45'
80' 102'
67' 18' 89'
55' 102' 55'
55' 102' 55'
55' 102' 55'
55' 102' 55'
55' 102' 55'
55' 103' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
80' 92'
18' 67'
67' 108' 95'
18'
55' 108' 55' 108' 55' 108' 55' 108' 55' 108' 55' 107' 55' 105' 55' 105' 55' 105' 67' 18' 92' 80' 105'
67' 18' 92'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
55' 105' 55'
80' 52' 42' 18' 67'
62' 105' 92'
18'
55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 34' 106'
20' 49' 17' 19'
98' 105' 52' 18' 92'
55' 105' 55'
50' 55' 105' 55'
50' 55' 105' 55'
50' 55' 105' 55'
50' 55' 105' 55'
50' 55' 105' 55'
50' 55' 105' 55'
50' 57' 105' 55'
52' 57' 105' 28' 30'
54'
94'
19' 17' 48'
4' 66'
47' 105' 92'
18' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 55' 105' 24' 105'
30' 53'
109'
30' 18'
96'
20' 62'
18' 84' 11' 68' 106' 60' 106' 60' 60' 106' 60'
113' 9' 57' 85'
65' 93'
138'
18'
68' 13' 79'
15'
54' 30' 41' 28'
109' 37' 25' 18' 82' 18' 62' 116' 61' 60'
133' 62' 60'
147'
32' 28' 9' 106'
121'
18'
70'
5' 68'
18'
110'
103' 8' 62'
110' 75' 60'
110' 60' 60'
109' 60' 48' 35' 32'
25'
78'
110'
29'
109' 41' 28'
109'
92'
97'
74'
18'
62' 26'
125'
111' 3' 27' 30' 2'
125' 60'
125'
121' 29' 34' 61' 32'
89' 18'
40' 75'
118' 29' 60' 8' 114' 60'
22' 27' 13' 125' 63' 50' 60' 125' 67' 53' 19' 63'
121' 1' 60'
104'
90'
47' 40'
18' 72'
8' 103'
110'
110' 60'
111' 30' 29'
116' 58'
96' 30'
18'
39'
111' 61' 71' 30' 8' 59' 115' 18' 43' 60' 23' 37' 43' 20' 117' 28' 35'
75'
115'
97' 60'
21' 29'
18'
110'
57' 26'
134' 3' 25' 30' 9'
119' 65'
117'
100'
17' 65'
132' 53' 23'
117' 27' 54' 8'
138' 60'
22' 25' 14'
60' 51' 9'
136' 7' 50' 4' 124' 60'
51' 20'
120'
22' 50'
111'
124' 79'
41'
115'
56' 18' 104' 46' 70'
75'
115'
69' 6'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
115'
60'
60'
60'
115' 3' 57'
116'
30' 32'
59'
116'
63'
59'
117'
63' 63' 2' 57'
117'
9' 50'
117'
63'
59'
117'
63'
59'
117'
63'
59'
117'
63'
60'
116'
41' 20'
8' 52'
117'
60'
60'
118'
60'
34' 26'
112'
23' 16' 21'
86'
32' 27'
114' 18' 62' 127' 70' 60' 127' 60' 60' 127' 60' 60' 60' 16' 43' 3' 127' 55' 10'
88'
27' 67' 24' 57'
18'
118'
131'
131' 60'
131' 60'
123' 35' 25'55'
30' 1'
108'
45'
31'
40' 108'
108' 18' 60' 121' 80' 60' 121' 60' 60' 60' 121' 98' 32' 27' 2' 116' 15'
28' 49' 25'
116' 67'
18'
103'
116' 52' 8'
101' 13' 30' 19' 75'
25' 61' 73'
98' 18' 60' 111' 1' 119'
140' 59'
29'
79'
26' 30' 48' 25'
64' 189'
42' 104' 11' 25' 34'
75' 115' 40' 26' 19' 43' 56'
50' 115' 50'
50' 115'
50'
50' 116' 50'
50' 116' 50'
50' 116' 50'
50' 117' 50'
50' 117'
50'
50' 117' 50'
50' 118'
50'
50' 118' 50'
50' 118' 50'
50' 119' 50'
50' 119' 50'
50' 119'
50'
50' 120' 50'
50' 120'
50'
50' 121' 50'
80' 114'
15' 68'
72' 122' 59' 15' 115'
60' 122'
60'
60' 114'
39' 16' 6'
112'
131'
45' 11'
100' 105'
124' 59' 114'
121' 27' 36' 127' 75'
114' 18' 57' 127' 60' 60' 60' 21' 16' 23' 62'
18'
110'
123' 60'
123'
28' 16' 16'
116'
43' 22'
127'
95'
133'
49'
116'
14'118'
48'
60' 126' 9' 16' 36'
60' 127' 60'
60' 127'
60'
60' 127' 60'
60' 128' 60'
60' 128'
60'
60' 128'
8' 52'
60'
3118'
' 50' 8'
140'
158'
53'
58' 151'
124' 56' 89'
130' 37' 28' 59' 1'
136' 31' 16' 13' 60'
136' 60' 60'
136' 60' 60'
136' 60' 60'
136' 60'
136' 60'
136' 60' 60'
136' 60'
51' 9'
135' 60'
60'
134' 60'
61'
131' 10' 50'
66'
130' 59'
59' 23' 104' 8' 46' 21'
75'
122'
62'
18'
109'
122'
50'
50'
122'
50'
50'
122'
50'
50'
5'
122'
5' 45'
45'
43 122'
'
54'
38 122'
'
54'
11' 33'
122'
54'
16' 29
122'
'
54'
21' 24
122'
'
54'
26'
54'
31' 18
122'
' 16
122'
'
54'
33' 15'
122'
54'
34' 46'
108' 19' 68'
29'
95'
18'
108'
67'
50'
108'
50'
108'
50'
108'
40'
10'
108'
49'
108'
49'
109'
49'
110'
49'
112'
49'
113'
21'
115'
28' 50'
115'
74'
18'
99'
18'
102'
70'
115'
47'
50'
115'
50'
115'
50'
50'
115'
50'
50'
110'
50'
115'
44' 10'
110'
39'
115'
14' 35'
115'
55'
20' 23' 6'
115'
55'
26' 23
115'
'
55'
32' 11'
115'
6' 48'
43'
115'
50'
50'
72'
115'
50'
89'
102'
18' 46'
97'
18' 57'
50'
50'
50'
50'
25'
24'
109'
48'
107'
48'
105'
48'
103'
39' 10'
102'
50'
102'
59'
18'
39'
23'
126'
52'
18'
20' 83' 7'
50 128'
'
50'
50'
127'
50'
5' 45'
125'
50'
50 125'
'
50'
49 127'
'
23' 30'
48'
129'
58'
48'
128'
58'
48'
126'
4' 53'
50'
125'
50'
63' 7' 8' 51' 61'
18' 65'
76' 39' 7' 68'
131' 58'
69'
59'
128' 60'
59'
125' 59'
122' 60'
20' 39' 122' 60' 60' 122' 60' 60' 122' 60' 60' 122' 60' 60' 122' 60' 109' 60' 70' 77'
18'
120' 52' 43'
8'
52' 65'
115'
51 30'
'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
108' 60'
95' 18' 57'
79'
134' 8'
43' 3 '
128' 46'
38'
60'
120' 69'
33' 25'118' 60' 60' 118' 60' 60' 118' 60' 60' 118' 60' 60' 118' 118' 60' 60' 60' 118' 55' 60' 60' 118' 55' 60' 60' 118' 55' 60' 105' 60' 62'
18'
120' 18' 46'
8' 7' 114'
110' 66'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
90'
14' 18'
52'
115'
53'
3'
59' 24'
111'
7'
61'
138'
54'
49'
139'
54'
49'
139'
54'
49'
140'
54'
22' 14' 13'
137'
54'
37' 13' 129'
132'
40'
91'
45' 45'
137'
126'
39' 11'
129'
94' 7'
15'
138' 49'
39'
49' 3' 50'
137' 49'
53'
135' 32' 19'
133' 50'
50'
131' 50'
50'
130' 50'
50'
130'
16' 34'
50'
130'
50'
50'
130'
50'
50'
130'
50'
50'
129'
50'
50'
129' 36' 14' 3' 54' 8' 103'
54 23'
'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
50'
115'
50'
21' 16' 13'
111'
50'
37' 13'
103'
50'
52'
161' 0' 154'
45'
131'
93'
57'
29' 21'
131'
79'
15' 35'
138'
50'
137'
50'
138'
50'
50'
138'
50'
50'
138' 1' 49'
6'
44'
138'
54'
50 138'
'
55'
58' 13'
105'
24' 56'
70'
124'
57' 24'
95'
8'
63'
126'
59'
63'
127'
59'
63'
129'
59'
63'
131'
59'
63'
132'
48'
11'
16' 1' 130'
60'
14' 49'
12'
120'
60'
56'
159'
37'
132'
141'
35'
55' 114'
60'
17' 44'
123' 60'
6' 16' 37'
126' 60'
60'
126' 60'
60'
125' 60'
60'
125' 60'
60'
125'
129'
72'
17' 40' 85' 46'
11'
86'
80' 19'
65' 120' 52' 18' 107'
60' 120' 60'
60' 120' 60'
60' 120' 60'
60' 120'
60'
60' 120' 60'
65' 107'
18' 52'
52' 110' 97'
18'
60' 110' 60' 110' 60' 110' 60' 110'
60' 110' 52' 18' 97'
48'
130' 75' 18' 119'
10'
27'
126'
59'
65'
123'
6' 53'
60'
123'
60'
60'
122'
60'
54'
121'
14' 45'
34' 9' 20'
122'
59'
30' 33
122'
'
59'
17' 46'
123'
59' 63'
49' 9'
123'
59'
40' 22'
124'
59'
27' 35'
124'
59'
14' 49
125'
'
59' 62'
49' 12'
125'
10'
49' 4'94'
112'
18'
85'
54' 110' 97'
18'
57'
110'
38' 16'
110'
50'
110'
50'
110'
50'
110'
50'
110'
50'
110'
41' 9'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
52'
110'
17' 34'
110'
47'
18'
97'
118' 68'
105' 18' 47' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 71' 64' 49'
19' 33'
110' 21' 50' 19' 36'
56'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
110' 50'
97' 18' 51'
118'
73'
100'
18' 43' 118' 55'
20' 30' 118' 60' 60' 50' 118' 50' 118' 60' 50' 118' 60' 50' 118' 60'50' 118' 60' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 118' 50' 50' 105' 55' 42'
18'
46 40'
' 19'
23' 86'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
110' 60' 60'
110' 60'
110' 60'
110'
97' 18' 57'
119' 4' 81'
107' 18' 47' 118' 60'
15' 45'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50' 60'
118' 60' 50'60'
118' 60' 50' 60' 118' 60' 50' 60' 118' 60' 50'60' 118' 60' 50' 60' 60' 118' 75' 50' 105' 65' 52'
18' 25' 79' 19'
98'
111' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
110'
97' 18' 62'
120' 38' 80'
93' 18' 71' 30' 30'
118' 50' 18' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60' 60'
118' 50' 60'
105' 60' 70' 67'
18'
105'
62'
18'
81'
11'
110'
9 ' 3' 110'
12' 53'
110' 60'
110' 60'
110' 60'
110' 60'
110' 60'
97' 18' 57'
103' 18' 40 12'
'
127' 43'
25'
14' 36'
122' 50' 20' 30'
123' 50' 50'
125' 50' 50'
127' 50' 50'
130' 50' 50'
130' 41' 9' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50' 50'
130' 50'
16' 22'
12'
126' 50'
38' 13'
119' 65'
47'
121'
56' 58'
127'
55' 15'
116'
114' 23'
20' 6
126'
'
60'
35' 67'
125'
58'
28'
122'
59'
35' 60'
120'
60'
75' 8' 94'
24' 62'
41'
22 27' 18'
' 8' 108' 18' 57'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60'
125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 60' 60' 125' 125' 34' 40' 104'
56'
6' 1'
75' 55' 55' 55' 55' 55' 55' 55' 55' 59'
60' 65'
50' 65' 60' 60' 58'
55'
57'
89' 95' 65' 65' 79'
29' 80' 5' 3' 38' 56' 66'
86' 2' 60' 60' 60' 70'
75' 50' 50' 50' 50' 50' 50' 64' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 60' 60'
34'
41'
16' 33' 50'
50'
50'
50'
50'
42' 48' 6' 42' 33' 6'
12' 16'
10'
9' 30' 20' 33' 17' 46' 49'
49' 22' 27' 35' 14' 49' 49' 49' 70' 60' 60' 100' 124' 60' 60' 60' 60' 60' 60' 70' 59'
58' 75' 32' 66' 62' 60' 60' 60' 60' 90'
66'
69'
19'
34'
110'
110'
110'
50'
50'
50'
50'
60'
50'
10'
39' 35' 14' 29' 20' 29' 23' 26' 32' 10' 6' 50' 50'
59'
33' 21' 15' 29' 16' 34' 33' 18' 31' 24' 46'
29' 26' 16' 38' 43' 11' 40'
5' 6' 50'
50'
50'
80'
86'
61' 73' 60' 60' 60' 45' 391 2379.6
132'
31' 85'
60' 75' 60' 60' 5'
112'
100'
125'
65'
41' 68'
44' 30' 30'
29'
30' 1'
22'
61' 14' 43' 43'
650'
11'
16'
657'
103'
308'
61'
766'
211'
321'
65'
210'
149' 187' LOT ''J'' 0.68 AC OPEN SPACE
393'
728' LOT ''K'' 0.53 AC OPEN SPACE
3' 25'
31'
52' 22'
22'
43' 210'
236'
146'
295' 66'
177' 448'
17'
'D'
'D' 'A' 'A' 'B' 'B'
'C'
'C'
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
12 12
&/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
&/ 16
24 24
16 40
80 40
12 18
18 12
30 30
60 &/
18 18
12 12

30 30

60 &/
&/ 22
13 13
22 35
35 70

5 30

5 1000
5 1000

5 10

5 300
5 300

5 750

5 1000

5 2250

5 2500
5 275

5 30

5 300

5 2000

5 1500

5 1000

5 750

5 1000
5 750

5 750

5 2000

5 40

5 400

5 300
5 300
5 5 300
30 5 300

5 400

5 750

5 2000

5 1750

5 750

5 1750

5 300

2387.7 PI HP
2386.8AVENUE 1.5%
2381.1
2380.1
2380.60.5%
2378.1
2378.6
2379.1
2379.60.5%
2376.6
2377.1
2377.60.5%
2376.3
2375.5 PI LP
2375.9PI 2375.8
2376.3
2376.8
2377.3
2377.8 PI

0.5%

0.4%
2378.2
2378.6
2379.0
2379.4
2379.6 PI

0.4%
2380.2 PI

1.0%
2380.6 PI

0.5%
2381.0
2381.4
2381.8
2382.2
2382.6
2383.0
2383.4
2383.80.4%

0.4%
2381.0
2381.5 HP
PI
2381.1
2380.7
2380.3
2379.9
2379.5
2379.1
2378.7
2378.3 2377.9

0.4%

0.5% 0.5% 1.0% 2381.0 2381.5

0.5% 2382.0 2382.5 2383.0 2383.5 2384.0 2384.5 2385.0 2385.5 2386.0 2386.5 2387.1 2386.9 2385.8
2386.8
2387.8
2387.9 PI HP 1.0%

1.0%

0.5% 0.5% 0.5% 2387.3 2388.3 2389.0
2390.7
2390.2
2389.7
2389.2
2388.7
2388.2
2387.7
2386.8
2386.8
2386.3
2385.6
2385.0
2384.4
PI
PI
PI

0.5%

1.6%

1.25%

1.0%

1.5%
2386.0
2384.0 PI LP
2384.5
2385.0
2385.5
2386.5
2387.0 2387.5 PI
2388.5
2389.0
2389.5
2390.0
2390.5
2391.0
2391.5 PI
HP
2390.2
2390.2
2390.7
2391.2
2391.7
2392.2
2392.7
2393.2
2393.7
2394.2 PI HP 2392.2 2392.8 2392.4 2392.0 2391.6 2391.3 PI 2390.9 2390.4
PI
2389.0
2389.4
2389.8
2390.2
2388.6
2388.2
2387.4
2378.8
2387.0
2386.6
2386.2
2385.8
2385.4
2385.0 PI

0.4%

1.0%

0.4% 0.4%

1.1%

0.4% 0.4%

0.4% 0.5% 1.4%

0.5%

1.0%

0.5%
2389.0
2389.3
PI
2388.5
2386.0
2386.5
2387.0
2387.5
2388.0

0.5% 1.0%

0.5%
2385.6 2394.1 2392.4 2390.4
2387.4
2387.5
2387.9 PI
2388.4
2388.9
2389.4
2389.9

0.5%

0.4%
2391.4
2391.8
PI
2389.4
2389.8
2390.2
2390.6
2391.00.4% 0.5%
2388.5

0.6%
2389.0 PI 0.4%
2385.0
2385.8
2385.7
2384.7
2383.7
2382.7
2381.7
2386.2 PI
HP 2379.0 FS/LP

2.0%
2387.6
2387.1
2386.6
2386.1
2385.6
2385.1
2384.6
2384.4 2384.7 2385.1 2385.5 2384.2
2387.9
2387.5
2387.1
2386.7
2386.3
LP
2386.3
2386.7
2386.3
2385.9
2385.4
2385.0
2385.4
HP
2384.7
2384.1
2385.9 PI
PI HP
PI LP
2385.6 PI
2385.4 2383.8 2384.3 2384.7 2383.3 2382.8

0.7% 0.4% 0.4% 2389.9 2389.7 2390.5 2391.3 2392.1 2392.9 2393.7 2394.5 2395.3 PI

0.8%

1.0%

0.8% 2395.7 PI
2396.2
2396.6 PI HP
2396.10.5%
2395.6
2395.1
2394.6
2394.1
2393.6
2393.1 0.5%

0.5%
2392.6
PI
2391.6

1.0%
2391.2
2389.3
2388.9
2388.5
2388.1
2387.7
2387.3
2386.9
2386.5
2386.1
2390.0
2389.7 2388.5 2389..4

0.8% 2390.4 2391.4 2392.4 2393.4 2394.4 2395.2

1.0% 2388.5 2387.5 PI 1.2% 2389.4 2390.3

0.9% 2391.2 2392.1

0.9% 2393.0
2393.8 2386.4 2387.2 2388.1

0.9% 2389.0 2389.9 2390.8
2392.4
2391.7

0.9% 2385.7 2385.3 2386.1 2386.5 2387.3 2388.1 2388.9 PI

0.8% 0.4% 2389.7 2390.5
2391.3 PI
2391.3
2394.0

1.5%
2387.7
2387.4
2387.0
5 30

2386.6
2386.2
2388.5
2389.1
2389.8 PI HP
2389.3
2388.9 0.7% 0.5%
2382.7
2384.4
2384.2
2383.8
2383.4
2383.0
2382.6
PI HP 2.2% 0.4%
2383.6
2384.3
2383.8
PI HP
2383.3
18 18
12 12
30 60
30 &/ 0.5% 0.5%
2382.4
2382.8
2382.0
LP
2382.4 PI
2383.2
2384.0
2384.8
2385.6
2386.4
2387.2
2388.0
2388.8
2389.6 PI
2390.1

0.5%

0.8%
2390.3 PI
2390.9
2392.0
2391.5
2391.1
HP
PI 0.5%

1.0% 2379.0 FS/LP

1.0%

1.0% 2387.0 FS/LP
2380.0
2079.6
2079.5
2378.5
2378.0
2377.5
2377.5
LP
LP
2375.4
LP
2376.8
2376.4
2376.0
2375.6
17 17
29 58
29 12
12 &/ 17
17 29
58 29
12 12
&/ 17
17 29
58 29

2382.2
2381.8
2381.4 2376.5 2377.7 PI 2378.5 PI 2379.3 2379.8 2380.3

0.5% 2380.8 2381.3 2381.8

0.5%
2382.3 2377.6 2378.7 PI 2379.3

0.6% 1.1%

1.1% 2379.9 2380.5 2381.1 2381.7 2382.3 2382.9 2383.4

0.6% 2378.2 2378.8 2379.3

1.3% PI

0.5% 2379.8 2380.3 2380.8 12
18 18
12 30
30 60

&/ 2382.3 2381.8 2381.3

0.6% 2383.7 2383.2 2382.7 2382.2 2381.7 2381.2 2380.7 2380.2 2379.7 12 18 18
12 30
30 60

&/
2384.0 PI
2383.6
2383.2
2382.8
2382.4
2382.00.9% 0.4% 0.4% 2379.7 2377.8 2379.2

1.4% 2379.8

0.6% PI 2380.4 2381.0 12
18 18
12 30
30 60

&/ 2381.6

0.6% 2382.2 PI 2383.0

1.0% PI

0.4%

0.5% 0.5% 0.5% 2378.7 2380.6 2379.8 PI 2381.1

0.5% 0.9% 2381.6 2382.1 12
18 18
12 30
30 60

&/ 2382.6 2383.1 2383.6

0.5% 2384.1 2384.5
2378.8
2378.4
2378.0
2377.6
2377.2
PI HP 0.54%
PI
LP
2377.9 0.4% 0.7% 5 300

2378.4
PI
2377.6 PI LP
2378.0
2380.8
2380.4
2380.0
2379.6
2379.2
2378.8
2378.4 0.4%
PI
2381.0
2381.5

1.0% 2381.8 2382.0 PI 2382.4

0.4% 2382.8 2383.2 2383.6 12
18 18
12 30
30 60

&/ 2384.0 2384.4

0.4% 2384.8 PI
2385.8 HP
PI
2385.4
2385.0
2384.6
2384.20.4% 0.4%
2383.5
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12

30 60

30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
&/ 22
13 13
22 35
35 70

22 13

13 22

35 35

70 /& 2382.3 2381.8 2381.3

0.5% 2380.8 2380.3 2379.8

0.5% 2379.3 2378.6 2378.8 2378.3 2378.2

1.4% LP
12 18

18 12

30 30

60 &/
18 18

12 12

30 30
60 &/
&/ 16
24 24
16 40

40 80

8 8

&/ 16
24 24
16 40

40 80

8 10

18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12

30 30

60 &/
18 18
12 12
30 60
30 &/ 12
18 18
12 30
30 60

&/ 12
18 18
12 30
30 60

&/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18
12 12
30 60
30 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
18 18
12 12

30 30

60 &/
18 18
12 12

30 60

30 &/
35 35
70 22

13 13

22 &/
18 18

12 12

30 30
60 &/
18 18

12 12

30 30
60 &/
2377.40
2377.00 2377.82
2397.58
2396.98
2395.18
2396.38
2395.78
2394.70
2394.30
2393.90
2394.20 TC
2394.84 FG
2393.71 FS
2393.51
2393.11
(2380.67)
(2380.82)
(2380.95)
(2381.23) 2392.35 FG 2398.52 FG 2399.08 TC
2398.70 TC 2378.73 TC 2380.92 FG 2381.18 FG
2380.26 TC
2394.60 TC 2393.02 TC
2395.64 FG 2400.36 FG 2391.95 FG
2390.75 FG/LP 2392.22 TC FG
2391.97 2392.71 FS 2391.15 FG 2391.82 TC 2391.51 FS 2391.61 2391.55 FG 2394.05 FG 2392.60 FS 2391.95 TC 2391.67 2395.02 FG 2394.06 FG 2393.41 TC 2392.62 TC 2393.68 FG 2393.28 FG 2395.24 FG
2396.12 FG
2396.08 TC
2395.00 TC
2395.48 TC 2396.66 TC
2396.72 FG 2397.28 TC 2397.92 FG 2397.88 TC 2399.16 FG 2398.48 TC 2399.76 FG 2401.0 2399.68 TC
2399.72 TC
2401.0 FG 2400.72
2397.40 FS
2399.70 FG
2400.4
2398.43 FS
2399.95 TC
2399.45 FS
2398.67 FG
2397.90 TC 2398.93 TC
2397.67 TC (2380.06) TC (2379.84) FG 2380.77 FG
2376.6 FG TC 2380.12 FG 2379.46 TC 2377.4 FG
2377.42 2377.12
2379.96 TC 2377.8 FG 2379.13 FG 2378.20 FG FG FS
TC PI
2377.62 2378.0 TC 2377.0 FG 2377.4 2378.47 TC 2378.60 FG 2392.88 FG 2389.78 TC 2392.31 FS 2391.91 FS 2391.55 FG 2392.48 FG
2392.17
TC 2391.11 TC 2391.15
2391.95 FG 2391.25
TC
2388.96 TC
2392.27 FG 2391.40 FG
2391.70 FG 2391.16 FS
2379.14 TC 2390.80 2391.36
2392.02 2391.51
2392.57 TC TC
2392.29 FG TC/HP
2392.79 TC
2380.73 FG FG/LP
2391.89 FG 2391.56TC
TC
TC 2391.19 TC 2391.62
2390.98
2390.87
2379.86 FG 2391.30 2391.42 TC/HP TC/LP 2391.56 FS 2391.61 TCTC 2380.53 TC 2391.20 FG 2391.60 FG
TC
2381.60 TC 2392.17 TC
2381.37 TC 2392.55 FG
2391.96 FS 2391.96 FS 2391.87 TC 2392.00 FG 2392.85 FG
2392.40 FG
2383.24 TC
2393.25 FG
2382.74 FG
2393.65 FG
2392.76 FS
2392.97 TC
2383.15 FG
2393.16 FS
2393.37 TC
2392.80 FG
2393.56 FS
2393.77 TC
2394.05 FG
2394.03 TC
2393.20 FG
2394.45 FG
2393.82 FS
2394.22 FS
2393.46 FG
2394.71 FG
2393.67
2385.41 FG
2393.86 FG
TC
2394.37 FG
2394.46 HP
2394.10 FG
2394.49 TC
2394.28 FS 2395.17 FG
2393.92 FG 2393.72 FS 2394.61 FG 2393.36 FG 2393.93 TC 2392.80 FG 2393.16 FS 2393.37 TC 2392.81 TC 2392.24 FG 2377.8 FG 2393.49 FG 2378.60 FG 2378.07 TC 2392.25 TC 2392.04 FS 2391.68 FG 2392.93 FG 2380.30 TC 2391.24 FG 2391.60 FS/LP 2378.7 TC 2391.81 TC 2392.69 FS 2392.49 FG 2392.33 FG 2392.90 TC 2393.58 FG 2394.30 TC 2394.09 FS 2393.73 FG 2394.98 FG 2381.53 FG 2395.50 FS 2395.69 TC 2396.23 FG 2396.90 FS 2396.36 FG 2397.46 FG 2396.11 TC 2397.39 TC 2396.72 FG 2397.40 FS 2397.75 FG 2399.95
TC
2399.69
TC (2380.39) FG 2380.26 TC (2380.89) TC 2380.52 TC 2380.80 FG (2380.11) FG 2380.11 TC (2380.61) TC 2380.14 TC (2379.56) FG 2379.69 TC (2380.34) TC 2380.32 FG 2379.66 TC 2379.19 FG 2378.67 FG 2378.24 TC 2378.46 FG 2377.74 FG 2379.39 FG 2378.01 TC 2378.96 TC 2377.2
2375.4 FG
TC
FG
2375.4 FG FG
2377.1
TC
2376.6
2376.92
2377.4
TC
2776.2 FG 2376.4 FG 2377.7 TC
TC 2377.92 FG
FG
2377.9 2376.6 FG 2376.8 FG 2372.2 FG 2377.2 FG 2378.42 TC 2377.2 FG 2376.8 FG/LP 2377.7 TC 2376.94 FG TC 2377.82
2377.58 FG
2378.32 FG 2377.3 FG
2378.26 TC 2399.38 FS
2377.85
2378.35 2377.67 FG 2398.18 FS
TC FG LP 2377.9 FG 2376.2 FG 2378.73 FG 2380.20 TC 2378.2 FG 2378.3 TC 2378.87 TC 2379.10 TC 2379.53 FG 2380.07 TC 2390.24 FG
2379.46 FG 2378.64 FG
2378.8
FG
2378.24 FG
2378.91 TC
2381.10 FG
2379.06 FG
2381.53 FG
2382.42 TC
2379.91 FG
2380.76 TC
2380.26 FG
2379.73 TC 2382.37 FG
2381.92 FG
2381.52 FG
2384.01 FG
2380.70 FG
2384.05 TC
2382.34 FG
2383.17 FG
2386.22 FG
2383.01 TC
2383.55 FG
2382.17 TC
2384.37 FG
2383.82 TC
2384.82 FG
2385.69 TC
2383.97 FG
2385.19 FG
2384.64 TC
2386.46 FG 2388.09 FG
2386.51 TC
2386.01 FG
2385.64 FG
2385.46 TC
2386.82 FG
2386.28 TC
2387.28 FG
2384.87 TC
2384.79 FG
2387.32 TC
2388.06 FG
2387.09 TC 2397.82 FG
2388.88 FG
2389.55 TC
2388.73 TC
2389.73 FG
2388.46 FG 2389.28 FG 2379.00 FG 2379.93 FG
2390.51 TC
2391.77 TC 2390.74 TC
2390.87 FG 2389.84 FG
2391.51 TC
2391.27 FG 2379.40 FG
2390.55 FG 2391.54 FG 2379.50 TC
2392.91 FG
2392.54 FG 2379.67 TC 2379.00 FG 2379.40 FG 2380.33 FG 2380.73 FG 2393.56 FG 2379.80 FG
2393.31 FG
2392.56 TC 2380.20 FG
2393.81 TC 2379.80 FG
2394.84 TC 2381.10 TC 2380.60 FG
2393.58 TC 2380.47 TC 2381.13 FG
2394.58 FG 2380.87 TC 2381.00 FG 2380.60 FG 2381.80 TC 2381.20 TC 2395.36 FG 2394.34 FG 2381.99 FG
2394.61 TC
2393.94 FG
2395.61 FG 2381.33 TC 2380.90 FG 2380.90 FS
2394.96 FG
2395.86 TC
2395.63 TC
2396.38 FG
2396.88 TC
2397.00 FG 2395.98 FG
2396.65 TC 2380.00 FG
2396.63 FG 2380.50 FS
2398.03 FG 2380.63 TC 2380.10 FG 2379.60 FG
2397.65 FG
2399.05 FG 2380.60 TC 2380.37 TC
FG
2401.05
FG 2401.05
2400.55FG
2399.55
FG
2400.05
FG
2400.83
2400.23
TC
2400.48
HP/TC
2401.25
TC
FG
FG
2401.65
2401.45
FG
2401.42
FG
2402.22 G
PI 2379.27 TC 2398.42 FG 2399.02 FG 2379.90 TC 2380.70 TC 2380.20 FG 2398.78 FS 2381.29 FG 2381.03 FG 2381.30 FG/HP 2381.50 TC 2380.40 FG 2381.86 FG 2378.10 FG 2379.97 TC 2379.70 FG
2375.13
2375.45
TC
TC 2376.32 TC 2376.90 FG 2377.30 FG 2379.20 FG 2380.63 FG 2378.90 FG 2377.80 TC 2379.30 FG 2377.57 TC 2379.80 TC 2380.23 FG 2379.83 FG 2379.57 TC 2377.00 TC 2376.10 FG 2379.17 TC 2378.90 FG 2379.40 TC 2378.50 FG 2379.00 TC 2378.77 TC 2375.70 FG 2379.43 FG 2378.50 FG 2378.60 TC 2377.70 FG 2379.03 FG 2378.10 FG 2376.37 TC 2378.37 TC 2377.03 FG 2377.70 FG 2378.20 TC 2377.30 FG 2377.97 TC 2378.63 FG 2378.23 FG 2377.83 FG 2376.90 FG 2376.50 FG 2376.50 FG 2377.40 TC 2377.17 TC 2377.43 FG 2376.77 TC 2376.60 TC 2376.10 FG2377.00 FG2375.70 FG 2375.61 2376.20 TC 2375.30 FG
FG
TC
2376.63 2375.97 TC
2375.25
2374.81
TC
2374.89
TC
TC/LP
2375.77
FG
2376.27
TC
2375.65
FG
2376.15
TC 2375.82 FG 2376.32 TC
2374.34
FG/LP 2374.86 FG 2375.36 TC
2374.64
FG 2374.94 FG
2375.31
FG
2375.81
TC
2374.64
FG 2374.94 FG
2375.30 FG
2374.81
TC/LP
2375.04 TC 2376.09 TC
2375.71 2376.49 TC
TC 2375.82 FG 2377.02 FG 2377.15 FG 2376.72 TC 2376.22 FG 2375.42 FG 2375.80 TC 2375.82 FG 2376.75 FG 2376.62 FG 2377.12 TC 2377.55 FG 2376.89 TC 2376.22 FG 2377.52 TC 2376.62 FG 2377.29 TC 2377.95 FG 2400.08 TC TC/LP FG/HP 2399.7 FG 2400.1 FG
2406.0 FG
2405.8 FG
2399.82 FG
2400.62 FG 2405.5 FG 2405.1 FG 2404.2 FG 2397.22 FG 2404.3 FG 2396.62 FG 2403.9 FG 2396.02 FG 2403.5 FG 2403.1 FG 2395.42 FG 2402.7 FG
2394.82 FG
2402.2 FG
2394.34 FG
2395.94 FG
2402.2 FG
2393.54 FG
2400.2 FG
2399.8 FG
2393.15 FG 2392.75 FG
2399.4 FG 2399.0 FG 2398.5 FG 2398.0 FG 2397.5 FG2397.3 FG/LP 2397.6 FG
2398.6 FG 2399.2 2398.7 FG 2398.2 FG/LP 2398.6 FG 2399.0 FG 2399.4 FG
2399.8 FG
2400.2 FG
2400.6 FG
2400.9 FG
2401.3 FG/HP 2400.9 FG 2400.4 FG 2399.9 FG 2399.4 FG 2398.9 FG/LP 2399.3 FG 2400.5 FG 2400.9 FG 2401.3
FG
2386.54 FG
2390.9
TC
2390.9
TC
2390.67
TC
2390.67
2391.17 FG
TC
2391.17 FG
2390.25
TC
2390.02
TC
2390.25
TC
2390.02
TC
2390.52 FG
2390.52 FG
2389.60
TC
2389.37
TC
2389.60
TC
2389.37
TC
2389.87 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.95
TC
2388.72
TC
2389.22 FG
2388.29
TC
2388.06
TC
2388.06
TC
2388.56 FG
2387.20
2387.33
TC
2387.83 FG
2386.99
TC
2386.99
TC
2386.76
TC
2387.26 FG
2386.56
TC
2387.06 FG
2386.27
TC
2386.04
TC
2386.54
FG
2386.04
TC
2385.27
TC
2385.04
TC
2385.54
FG
2385.27
TC
2385.04
TC
2385.54 FG
2384.28
TC
2384.05
TC
2384.55 FG
2384.28
TC
2384.05
TC
2384.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2383.28
TC
2383.05
TC
2383.55 FG
2382.78
TC
2380.56 FG
2377.07
2377.16 TC
2376.70 TC
2376.04 TC 2375.44 TC
2382.78 TC
TC
2382.55
2375.71 FG
2375.21 TC
2375.71 FG
2375.44 TC
2375.21 TC
2375.81
2376.04
TC
TC
2376.31 FG
2375.81 TC
2376.31 FG
2376.47 TC
2376.97 FG
2376.47 TC
2376.97 FG
2376.93 TC
2376.73 TC
2377.43 FG
2377.23 FG
2377.20 TC
2377.70 FG
2377.98 TC
2380.06
2377.35 TC
TC
2377.85 FG
2377.98 TC
2377.35 TC
2377.85 FG
2378.38 TC
2378.15 TC
2378.65 FG
2378.65 FG
2378.15 TC
2378.79 TC
2378.56 TC
2379.06 FG
2378.79 TC
2378.56 TC
2379.06 FG
2379.19 TC
2379.19 TC
2378.96 TC
2378.96 TC
2379.46 FG
2379.46 FG
2379.60 TC
2379.60 TC
2379.37 TC
2379.87 FG
2379.37 TC
2379.87 FG
2380.29 TC
2380.29 2380.06 TC
TC
2380.56 FG
2382.95 FG PI
2389.87 FG
2388.56 FG
2387.6
2388.0
2386.46
PI
HP
2385.7

2.0%

3.0%
2387.33
TC
STREET
'GG'
STREET
'A' K-8

WEST AVENUE 'K'
65th
ST. AVENUE
70th
65th
STREET
WEST AVENUE K-8 AVENUE 'K' AVENUE 'K'

STREET 'D' STREET 'B'
'C' STREET STREET STREET STREET 'J'
STREET
'F'
STREET
'G'
STREET
'H'
STREET
'I' STREET 'K' STREET 'L' STREET 'L' STREET
STREET
'N'
STREET
'O'
STREET
'P'
STREET
'Q' STREET 'M' STREET 'R' STREET 'S'
STREET
'T'
'T' STREET ST. 'U'
ST. 'V'
ST. 'W'
STREET
'X'
STREET
'Y'
STREET
'Z' 'E' 'E' 'E' STREET 'AA' ST. 'BB'
'HH'
'VV'
'CC' STREET STREET 'EE'
'DD' STREET STREET 'FF' STREET 'II' STREET 'JJ' STREET 'KK' STREET
'LL' K-4
STREET
'MM' STREET 'NN'
STREET
'PP'
STREET
'OO' STREET 'OO'
STREET
'QQ'
ST.
'XX'
STREET
'RR' STREET 'SS' STREET 'YY'
STREET
'UU'
ST. 'WW'
'WW'
62nd ST. WEST
STREET WEST 70th STREET WEST
STREET
'TT' 2392.5 BW 2394.1 TW 1.6' 2392.3 BW 2393.1 TW 1.6'
2392.0 BW
2393.6 TW 1.6'
2391.7 BW
2393.3 TW 1.6'
2388.9 BW
2393.1 TW 4.2'
ST. 35
20 70
35 20
14 12
8 6
12 12
8 35
20 70
35 20
14 12
8 6
12 12
8 35
20 70
35 20
14 12
6 12
12 8
8 14
16 18
18 16

34 34

68 68

34 34

16 18
18 16
5 3500

10 23
20 14
20 23
10 50
50 100

10 23
20 14
20 23
10 100
50 50

10 20
20 14
20 23
10 47
97 50

84 15

20 14

20 15

84 42

42 42

42 20

15 14

20 15

2376.5
2379.0
2377.1
PI
HP

2.5%
ST.

3.5%
ST. 'E' 'E'
2389.0
2387.0
2385.0
2383.0
2381.0
2386.0
2385.0
2384.0
2383.0
2382.0
2381.5
2381.0
2380.5
2380.0 2375.5 2375.0 2374.5 2374.0 2371.0 2370.5 2370.02369.5 2368.0
2367.5
2367.0
2366.5
2379.5 2373.5 M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614 M O R S E S C H U L T Z Voice: 949-251-8821 P L A N N E R S E N G I N E E R S S U R V E Y O R S 17320 Redhill Avenue Suite 350 Irvine, CA 92614

Lancaster City CouncilJanuary 24, 2023

Lancaster City Council
January 24, 2023