HomeMy WebLinkAbout025,026-93 Ponds West Storm Plan7
910
905
'Los
4(3
Swi-AL-Ew
SOA c� UNDERDRAIN
m
mmm0
mmm
no
EX ST/Nf. ___ __
GR�UND
.0
NOTES,
LENGTHS OF PIPES INDICATED ARE FROM
CENTER TO CENTER OF STRUCTURES AND
ARE NOT ACTUAL PIPE LENGTHS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING ALL PERMIT ISSUING AGENCIES
WITHIN THE TIME FRAME SPECIFIED BY
THAT AGENCY PRIOR TO BEGINNING CONSTRUCTION,
GRANULAR
BACKFILL
REGUIREO
SCALE:
PLAN: I' = 50'
PROFILE:
BENCH MARK DESCRIPTION HORIZVERTICALONTAL I- = 50'
P.K. NAIL IN THE NORTHWEST FACE OF A POWERPOLE
AT THE SOUTHWEST CORNER OF THE 146TH STREET
AN SPR INGVILL ROAD INTERSECTION. - 898.52 910
ELEVATION - ------
Jimlor
;-41"4000'
MAOM a
m It I*i
520
mm mm m
6/3/93 Rev. T.C. & Sfr. 45 - 47 & 50 - 51
PONDS WEST
905
ml
®mmwl
m
875
870
No.
S0441 z'
STATE OF
10
'o
s u 100*
V
PROJECT NO.
LINE
SHEET
TOTAL
DGN
PRF
NO.
SHEETS
114-0522
21
52
522STM5
522STM5
STORM PLAN & PROFILE