pe-1885mC
CONSTRUCTION NOTES
SAWCUT 0 10.5' LT. & REMOVE EXISTING PA MENT. TACK
COAT SAWCUT EDGE PRIOR TO PAVING.
100' TAPER - STA 15+65.69 MATCH EXISTING TO STA
16+65.70 MATCH PROPOSED GU I IL.R.
TAPER + STA 19+88.56 MATCH TO GU
20+8&56 MATCH TO EX STING.
NA. 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 ALERT
ONE-CALL NUMBER
456.8000
ALL TWO BUSINESS DAYS
BEFORE YOU DIG
12" URBAN DRIWWAY PER SPOKANE COUNTY STANDARD PLAN
A-4. CENTERLINE OF DRIVEWAY STA 19+50.66, TC=2035.90.
DRIVEWAY TO BE REGRADED TO ALLOW GRADING FOR POND A
AS SHOW AND ALLOW ACCESS TO EXISTING HOUSE.
DRIVEWAY GRADING NOT TO EXCEED 8% 0/ IN ROW AND
FUTURE ACQUISITION PER SPOKANE COUNTY STANDARD 3.24
2B PAGE 3-21. COORDINATE CONSTRUCTION WTH HOME
OMER.
REMOVE & RELOCATE EXISTING MAILBOX.
START CURB AND GUTTER - STA 16+65.68 LT, TC 2047.70
NOSE DOM CURB IN LAST 12" TO WEST.
•
*Moo
MA S NG
START NG
2040
2060
•
R. AND STA
111251111113011
111V72:74110007
19*NOMNIMI.
aufewcanwa ISSAMAIS
t s3,
J !
1.1.5 9 4 4 1 6
RiO"lRtteittgiiiWaik
•
.e
ASE ENT
49 56E
19+00
TAPER
EXISTING EDGE
CF PAVEMENT
.56 T
SEWER EASEMENT
STA 16+65.7 30" LT
CAUTION: NOTICE TO CONTRACTOR
41. .
I ,
. t
C L
UNDARY
TA END CURB AND GUTTER - STA 19+88.56 LT, TC=
7 2035.19 NOSE DOWN CURB IN LAST 12" TO EAST.
REMOVE AND RELOCATE EXISTING UTILITY POLE.
O 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
O 0 CURB INLET TYPE 2 PER SPOKANE COUNTY
STANDARD PLAN B-9, L=4'.
STA 17+98.11 LT, TOP FRONT OF WALK= 2039.42
STA 18+09.21 LT, TOP FRONT OF WALK= 2038.94
STA 19+77.80 LT, TOP FRONT OF WALK=2035.39.
0 WARNING!!! EXISTING GAS LINE.
0 EXISTING VEGETATION TO BE REMOVED.
0 REMOVE AND RELOCATE EXISTING WATER ETER.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTINO UTILITIES AS SHOWN ON THESE P NS IS BASED ON
RECORDS OF THE VARIOUS UTILI COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING E CT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL
UTILI LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
REQUEST E CT FIELD LOCATIONS OF THE UTILITIES. IT SHALL SE THE
RESPONSISILI OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2050
2050
; 2040
•
7
0
0. 0599
67
20 16480
D
AREA OF NEW PAVE
- VT - t - TA
PVI ELIEV = 204243
= 1.12
I1=4484
0.00 VC
I EXISTING GROUND
PROPOSED RAD:E
4.4444, aaa, 4.4.44.4
EXISTING GO OUND
EXISTING GROUND
17+40
ENT.
n 5' CURB INLET TYPE 1 W/2" DEPRESSION
PER SPOKANE COUNTY STANDARD PLAN B-8
STA 19+77.80LT, TC ELEV.= 2035.39
0 EXISTING DR LL.
NORTH
EXISTING DRYWELL TO BE ABANDONED.
15 O REMOVE AND RELOCATE FENCE; COORDINATE
WITH LOT 7 OWNER.
O 4' CURB INLET TYPE 1 PER SPOKANE
COUNTY STANDARD PLAN 8-8. STA.
1+18.82, TC ELEV. 2052.12; INSTALL
ADDITIONAL 2" SUMP.
PVI STA , 18+00
ELEV = 2039.20
A.D. M 1.80
K 27.77
50.00' VC
00
0 15
SCALE: 1 = 30
. 0
:PM STA = 1 '8+50
ELEV = 2037.48
50700 V
4
SECTION 26, T.25 N., R44 E. W M
SPOKANE COUNTY. WASHINGTON
PRAIRIE ORZNARD
7
8:40
-0.0156
0.0166
11111 .;„
AY
A
DEVE OPER S APPROVA
>40
0
-04148
-40164
-10.0136
6.0146 60.01"
80
BOXES
.01 4 0.0
z
L.0
Id
-0.01
0.0192
Wm'
T BOUNDARY
r
4
2050
2040
LEFT
TOP
CURB
2030
2050
ATOI EXISTING
END WIDENING
/1
DATE
SAWCUT
10.5 • LT. I
2030 I
2040
I 2030
20+40
00
CUL DE SAC CROSS SEC ON BURNS ROAD
NOT
TOP
CURB
2050
0
0
CN
EXISTING GROUND
1+60
ECUR
HALT
LOW POINT ELEV 2052.12
QW P QIN T _STA .
PVI STA = 1+81.82
PVI ELEV = 2051.99
A.D. = 2.00
K = 24.96
1 " 11, 10;," I 1 1: I I k 2 .1 .1 4, I . 11 1 .1 st .1 htl % ,N
pe
CONS UCTIONP
:TE E E R
D:
Z
PROPOSED
R.O.W.
E
0' UTILITY
ETE PA ENT CLASS *A* OR *B*
SURFAaNG SAM CUIRM
Ik*RCAL. SCALE: 10
0.0100
2+20
TOP
CURB
2050
N 0 RTH
CLC ASSOCIATES
707 WEST El AVENUE
SUITE 200
SPO NE
WAS HI NGTON 99204
P 509 458 6840
F 509 456 6644
CLCASSOC-COM
ARCHITECTURE
N
LA . NNIN HITEIJ I3 RE
LAND SURVEYINO
w
EXDOES, '07104104
PREPARED UNDER E
DIRECT SUPERVISION OF
'TODD R. WHIPP
WASHINGTON REGISTRATION
NO. 25462 FOR AND ON
BEHALF OF CLO ASSOCIATES
SHEET 2
z
PROJECT #:802D1 60
DRAWN SY: LDR
DESIGNED BY: SKM
CHECKED BY: ONR