Southtowns Record

PB Agenda Packet 8.13.2026

Government
Town of West Seneca
Board
Planning Board
Meeting
Aug 13, 2026, 6:00 p.m.
Posted by publisher
Jul 28, 2026
Kind
Agenda packet
Topics
Water, sewer and drainage, Roads and traffic, Housing, Zoning and land use, Parks and recreation, Budget and taxes, Public safety

Original document

Same meeting

Text · page 649 of 1174

Read the whole document on one page (all 1174 pages, each with its own heading)

' 39
  169.
  S43
  ° 42
  ' 17"
  E 1

  41"E
  78.0
  593.19
  0'

  ° 55'
  S59° 29' 13"E 117.85'

N45
  600.14

  ST
  ST
  602.49
  602.51
  594.95
  594.92

  C0
  UD ST UD  UD  UD
  ST  UD  C

  600
  60
  0

  N0
  0°
  C
  NEW PRIVATE
  FIRE HYDRANT

  32
  '1
  7"E

  FS
  ST
  17
  4.6

  600
  AREA 4.4

  2'
  AREA 1
  C0

  FS
  600
  NEW 6" FIRE SERVICE

  600
  (AFTER BACKFLOW
  PREVENTOR)

  ST-3.4

  ST
  PROPOSED
  PLAYGROUND  ST-3.4

  FS
  ST
  AREA 4.3
  NEW BACKFLOW PREVENTOR (IN
  FS

  ST
  MECHANICAL ROOM) FOR COMBINED

  AREA 4.2
  SERVICE. DOMESTIC SERVICE WILL BE

  AREA 4.1  PROPOSED
  3-STORY
  METERED AFTER THE BACKFLOW.

  ST-3.3  AREA 2
  C0

  N22° 31'
  CHAM  BUILDING
  ± 25,000 SF FOOTPRINT
  ST-3.0
  ST-3.3C

  38"E 13
  C0
  C0  C0
  C0
  ST  ST  ST
  C0
  ST
  C0
  ST  ST  ST  ST

  SA

  600
  SA

  ST
  9.72'
  SA

  ST

  ST
  SA  S
  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA  SA

  SA

  ST
  AREA 7  AREA 3

  ST

  ST
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  599
  599
  ST-2.2  AREA 8

  600
  ST-3.2

  SA

  ST
  599  D  D

  599
  AREA 6  AREA 5  ST-6.1

  59
  SA
  ST

  ST

  9
  599
  C  ST  C

  ST-2.1  ST-3.1  C
  ST  ST  ST  C

  SA
  ST  ST  ST  ST  D  D

  599

  SA
  RIM=599.00  599  NEW 6" COMBINED
  8'

  WATER SERVICE
  NEW PRIVATE
  0"E 182.9

  FIRE HYDRANT

  SA
  600

  FS
  NEW 6" FIRE SERVICE  600
  N36° 27' 1

  (AFTER BACKFLOW

  598
  599
  598
  599
  PREVENTOR)

  599
  DS

  596.55

  594.04

  DS

  NEW BACKFLOW PREVENTOR
  (IN MECHANICAL ROOM) FOR

  598
  COMBINED SERVICE.

  597
  59987
  DOMESTIC SERVICE WILL BE

  S29° 45' 50"W
  METERED AFTER THE

  5
  600
  BACKFLOW.
  C0

  UD
  5 9987  UD
  5596.50
  5 9 6 UD UD
  60  UD  UD
  5 95966.50
  18'

  C

  0
  NEW 6" COMBINED  5 9978
  5
  117.

  WATER SERVICE  ST

  ST
  600
  S60° 14' 10"E
  37"E

  ST

  ST  598
  88.00'
  ° 50'

  59
  9  59796
  D

  ST  599.84
  ST  5 6
  ST
  AREA 8  59978

  15.7'
  N45

  ST
  ST  59
  ST
  ST

  5
  598

  ST
  ST  598  NEW 6" COMBINED

  131.00'
  WATER SERVICE

  C0
  UD  UD  UD
  596
  595
  UD  UD  UD
  C
  ST-6.1
  595

  131.00'
  C

  598.87  9
  59
  '
  .41

  595.50

  S29° 45' 50"W
  596
  97

  598
  598
  597
  596
  595
  595
  59 6
  5987
  59
  T
  2"E

  ST  ST  ST  ST  ST  ST  D
  ST  ST  ST  ST  ST  ST  C
  '5
  16

  598
  8°
N5

  N60° 14' 10"W
  N60° 14' 10"W  257.62'  88.00'

  N18° 32' 09"E  303.36'
  CONNECT TO EXISTING 6"
  49.86'  ' 45"W
  WATERMAIN WITH TS&V

  N69° 30

  N
  WEST SENECA APARTMENTS  DATE: 06/23/2026

  SITE PIPE SIZING CONTRIBUTING AREAS  SCALE: 1"=40'

  Page 649 of 1174