pe-1885j0 SAWCU I 0 14 LT. REMOVE EXIS
PRIOR TO PAVING.
ENT. TACK COAT
65.69
2050
LEFT
TOP
CURB
2040
2080
SAWCUT
2050
r a059 9
E L V 2042.0
AD. = 1.12
K =44.64
50.00' VC
EXISTIN
EXIS
PR 0 GRAD
IOUND
ROUND
PVI STA 8+00
ELEV .
rVI STA
A. D. 2.12
K P. .
A.D.
"'0.
0.0
0.0 4
-10.0 4
0.0136
60 20
--.01
o.ozs7
2040
LEFT
TOP
CURB
2030
TOP
CURB
2050
ELEV 1..._.
g A. D.
.
3 g
a �
2+120
EXPIRES TOP
CURB
2050
SHEET 2
CON TR
CTION NOTE
CUTTER. 100' TAPER STA 5
PROPOSED
TAPER - STA 19+88.56 ..
EXISTING.
12' URBAN DRIVEWAY PER SPOKANE COUNTY STANDARD PLAN A .
CENTERLINE I 19+50.86, TC=2035.76.
DRIVEWAY I
EXISTING AND ALLOW ACCESS TO . DRIVEWAY GRADING
EXCEED 8% 0/ I N ROW AND FUTURE ACQUISITION
STANDARD 3.24 3-21. COORDINATE .
OWNER.
O REMOVE & RELOCATE EXISTING MAILBOX.
® START CURB AND GU11ER STA 16+65.6 T 2047.70 NOSE S DOWN
CURB T, C 244 O E
IN " TO WEST.
NAVD'88 DATUM
NAVD 88 BASED ON A FOUND CHISELED
" +" AT EASTERLY RETURN ON TOP OF
CURB AT 23RD AND BURNS.
ELEVATION= 2055.19
UNDERGROUND SERVICE A RT
ONE-CALL NUMBER
456.8000
TWO BUSINESS DAYS
BEFORE YOU DIG
STA 15 6 .
BOU DARY
6' CURB INLET TYPE 1 W /2" DEPRESSION PER SPOKANE
COUNTY STANDARD PLAN B -8.
STA 17 +98.11 LT, TC= 2039.42
STA 18 +09.21 LT, TC 2038.94
CURB NLET
B -9, L 4'.
STA 19 +77.80
2 PER SPOKANE COUNTY STANDARD P
EXISTING DR LL. REP CE SOLID COVER
AND ABANDON DR
UTILITY
SEMEN3
5' FUTURE
SMON
S89`4
5' CURB INLET "E 1 2" DEPRESSION PER SPOKANE
COUNTY STANDARD P 8 8 STA 19 +77.80LT, TC
ELEV. =2035.39
0 CONSTRUCT Y
TRUCT CDNVE ANCE WA FROM STA T
CONVEYANCE S WALE F ST 17 +90 TO STA
19 +77.80. SLOPE SWALE WITH ROADWAY. SE J, DETAI , 2 ON
HEET
EXISTING DR
POND 'C' DELETED
POND 'A' RECONFIGURED
CHANGE SAWCUT TO 14' LT
SIDEWALK LOCATIONS REVISED (2 PLACES)
4' CURB INLET E 1 W/2" DEPRESSION PER SPOKANE
COUNTY STANDARD PLAN 8-8
STA 18+94.47 LT.
STA 19 +09.47 LT., LT., TC 2436 75
.
TC =2036.51
ST w 19 +24.47 LT., TC 20 6.2
E STIR D
PA T
MATCH I
START SURING
SEWER EASEMENT
STA .
NOTICE CACTI N:
SPECIFICALLY THE CONTRACTOR IS I. N AND/OR .
ELEVATION OF EXISTING 11 E E P NS IS BASED ON
RECORDS OF THE VARIOUS I COMPANIES AND, WHERE POSSIBLE,
M UREMENTS TAKEN IN THE FIELD. THE INFORMATICIN IS NOT TO BE RELIED
BEING ON AS THE CONTRACTOR MUST CALL THE LOCAL
.
UTILITY LOCATION ,
LOCATIONS REQUEST E T FIELD I sir SHALL BE THE
RESPONSIBI OF THE I 'I UTILITIES
. rlICH CONE I T WITH IMPROVEMENTS
65.70 MATCH
CUT EDGE
i f". - 7 \ END CURS AND +JUTTER - STA 19 +88.56 LT, TC 2035.19
NOSE DOWN CURB IN LAST 12 TO EAST.
REMOVE AND RELOCATE EXISTING UTILITY PO
ARNINGIII EXISTING GAS LINE.
EXISTING VEGETATION TO BE REMOVED.
REMOVE AND RELOCATE EXISTING WATER METER.
-EASE ENT
AREA OF NEW PA
ENT.
SECTION 26, T.25 N., R44 E. W.M
SPOKANE COUNTY, WASHINGTON
O PE MOVE AND RELOCATE FENCE; COORDINATE YATH LOT 7
OWNER.
PRAIRIE OHARD
'
AY
P
DEV
BOXES
P T OUNDARY
c
AT EXIS N
END WIDENING
OPER S APPROVAL DATE
21+00
ZQ52.39
STA 12 +04.60
T + PA
PROPOSED
R.O.W.
CUL - DE -SAC CROSS SECTION - BURNS ROAD
NOT TO SC
SCALE: CAL
NORTH
U
0
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z
z
z
0
J
PA
TODD HIPPt
REGISTRATION ASNINSTON
. 25462 FOR AND ON
ALF OF DLO ASSOCIATES
0
z
z
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J
0.
1-
W
U]
EST H AVENUE
8LIITE
SRO NE
WA NwroN 4
P 9 458 6840
9 458 6244
ASSOCIATES
ARCHITECTURE
RING PLANS NS
C1I
SURVEYING
0
z
0
0
RODECT #: SO
DRAWN BY: DR
ESIGNED
CHECKED BY: TRW