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GROUND AT
FOUNDATION OF
SPLIT LEVEL
HOUSE- BASEMENT 12'x7'
FLOOR 3' BELOW ARBOR VITAE
EE ELEV= 453.98 HEDGE
BRICK
SSMH 2'x12' METAL ADR EDGING
RIM= 453.66 IE CRAG W- 452.84
IE 6" N 445.26 LAWN
IE 8" SE-
445.J6 ®A\
IE 8" W- 445.06 AREA OF PL
RAISED BEDS
RS _
.�F
CB WM
RIM- 453.41
IE 8 "PVC E= 451 .61 CONCRETE S 1 CO CRETE
IE 12 "ADS SE- 448 \1 \ \ R
IE 12 "ADS NW- 448.61 UBP EIT s � UBP
CONCRETE._
PADS - - - - -- - - - - -- --
�__ \x A
-W
I
VERTICAL--
CONCRETE CURB \ �l
WITH V GUTTER
\ so \
SD - - -- SD \ \ \ 1
_- -T
TOP BRASS DISC
CONCRETE MON IN CASE f
N = 169,018.52 x�
E = 1,302,67.3 CONCRETE GV CONCRETE
ELEV = 453.06 NAVD 88 VERTICAL
CONCRETE CURB
WITH V GUTTER -TN \ER RS \ \
CONSTRUCTION \ \ \\
CB \
RIM- 453.22 ............
IE 12 "ADS NW- 448.12 \
IE 12 "ADS SE- 448.12 \\
IE 12 "ADS W- 448.12 CB A y
RIM- 454.44
IE 12 "ADS NW- 449.44
IE 6 "PVC SW- 450.14 \
4'x4' TIMBER
BORDER AT EAST
EDGE GRAVEL
GARAGE #10720
EE ELEV= 457.84
SSCO °-
IM= 457.61'
?E--453.99'
k.'3' LT
-MB m
WEjR (SEE CONSTRUCTION -7-
I TES ON SHT3) 1!
JJ
7- 312LF8 "PVC
GARAGE #10724
2'x1' BOXWOOD FF ELEV- 460.66
HEDGE
SSCO
- CONCRETE RIM= 460.05'
BLOCK WALL IE= 456.69'
30.8' LT
LAWN _.
ti WM l,`"N
I
I
SSCO GARAGE #10738
RIM = 461.08' FF ELEV= 463.38 5' WOOD 7'x7' LAUREL
I E= 456.72' FENCE
31.8' LT GARAGE #10730 HEDGE
EE ELEV= 463.14 RR TIE
4'x4' TIMBER 4'x6' WOOD LINE OF 8 GARAGE #10744 TOP OF PUNCH IN PLUG
ORDER AT WEST 4' WOOD OUTLINE OF CLUSTERS OF FF ELEV- 463.48 MIXED SHRUBS/ CONCRETE MON I CASE
EDGE OF ROCK FENCE ROCK GARDEN SMALL TREE N= 169,032.05
2" MAPLE SSCO I E 1,303,127.20
RR TIE AT EAST GRAVEL SSCO - �' RIM= 463.05' FMB E EV =`, 461.80 AVID 88
EDGE IM =464.2 ' AWN If' °
EAST EDGE OF IE =460.1 ' fr _ , _ I CONC IE379.6T NMBN l
GRAVEL % 25.6' L _
SAWN I - 7
WM CONCRETE
W I I 8 "PM } f l
_._._. CONC I Ij _.1 WV 0
OMB GRAVEL MBo
ivi OMB I /// -- F \WLINE
4.
/// N
r;�'
F \WUNE
f r MH #2
c0N BETE
B L K WALL
* SANITA EWER s'
r
SE 165TH ST�
... � .. � v� SIN E � ... • ,
\ ... t �LOWLINE -- --
l VW - -- W V
- W--- `' -W - - -- If SUP
G _ ' X1V B j
- r - -W_= W - \
7 `' ' SSCO
-W - -W l GA U/G V�WM 2 _
FE PWM ;- RIM- 463.95, ___._._.SSCO
f CONCRErTE� 8 "SP __••, j TEMP ' IE= 459.70' RIM= 46'3:78'
I /` I E= 459.23'
\� r A RIM= 59 320 \ RIA= 0461.5T 4'x4' 2TI M B ER 20.1' RT
ON ' IE= 456.84'
� ''� IE= 455.1T 0.6' x0.4'H BORDER AT WEST
LAWN - 21.3' RT..' " VONC 21.4' RT EDGE OF GRAVEL
STEPS CONC WALL
MAIN ENTRANCE 4' 4' TIMBER
4'Ex2'H ADS SMALL RHODY 0.5'x0.5' CO C VACANT LOT
PLANTER #10747 (UNDER BORDE AT EAST
ROSE HEDGE EDGING CONSTRUCTION) EDGE F GRAVEL
HEDGE MAIN ENTRANCE 10'x4' FE ELEV- 466.41
#1525 BASEMENT ARBORVITAE
EE ELEV= 459.50 #10725
EE ELEV- 459.35 ROCKERY
LANDSCAPE
MAIN ENTRANCE
FF ELEV= 466.14
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CONCRETE BLOCK
)TREES/SHRUBS
PLANTER AROUND
WORKING HOURS.
PER SPECIAL PROVISIONS 1- 08.0(2), THE NORMAL
WORKING HOURS FOR THIS CONTRACT SHALL BE
MONDAY THRU FR /DAY, 7:00 A. M. TO 4:00 P.M.
........................................................................................................................................................................................................................................................................
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ALL EXISTING UTILITYLOCATIONSAREAPPRO.XIMATE
CD
(SEE NOTE 2 OF "'CONSTRUCTION NOTES" ON SHEET 3
Q
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465
.465
........................... ..............................
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. MH #2
.455
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169, 023.69
E 1, 303, 042.06
' 3,2%
INSTALL NEW 48" MH
8" PVC pVC
312 LF OF 8
: RIM= 463.55
450
...................... ...............................
....................
............................... .... ...........................................................................................................................................
/E 8" W = 455.77
.450
...............................
0
0'
1E6 "E =45.5.85
MA /HOLE #> CONSTRUCT /ON SEQUENCE.
1) : EXCAVATE TO LOCATE EXISTING SANITARY
445
AND STORM SEWERS AT PROPOSED
.445
.............................. ...............................
........................................................................................................................................................
M 1. : LLOOCATITIO�N OF MANHOLE.
...............................
2) F e669-TGT EA RA s ir-E w,9 T-8 � w qR i
CONNECT TO
E 1, 302, 725.89
'
EXIST 8 „
INSTALL NEW 48" MH
....................................
WITH .8 x 8' WYE ...........................
RIM= 453.58 ............................... -T- .............................................................................................................................................
............................... .
1E = 445.58±
lE 8" W = 445.73 3) IF MANHOLE CAN NOT BE INSTALLED ON
lE 8" NE = 445.90 (PLUGGED) EXISTING SEWER, THEN LOCATE EXISTING
JE 8" F = 445.80 WATER AND GAS UTILITIES TO THE EAST
(SEE MH #1 CONNECT /ON AND INSTALL MANHOLE #1 PER OPTION B
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. . . .DETAIL,.SHEET3 : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . AT LOCATION 'TO REAPPROVED BY
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.
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. . . .
OWNER.
4) : INSTALL REMAIN /NG 8" PVC AS DESIGNED
AS -BUILT SEPTEMBER, 2015
AS -BUILT INFORMATION PROVIDED BY LANKTREE LAND SURVEYING INC.
1
W NO.
J
m
1:111101
REVISION
SURVEYED:
Stantec
DESIGNED:
MAB
DRAWN:
MAB
IAB 11/15 CHECKED:
BY DATE APPR APPROVELH
DATE:
APR 2015
SE 165th STREET FIELDBOOK:
PAGE:
SANITARY SEWER EXTENSION DRAWING NO:
S -2
SHEET: OF:
2 3
S 11-D 0 F) A F) 0
_00L) Ljo