sp-1251a6LL
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2035
2030
2020
6' CEM. CONC. SIDEWALK
PER SPOKANE COUNTY STD. PLAN A-4
SOD OR GRASS TURF FOR BOTTOM
OR SIDES OF SWALES. (TYP)
2040
2035
2025 - -
b T11' C R
- - -CENTERLINE- - -
FRONTAGE IMPROVEMENT 1 :3
CONSTRUCTED BY
DEVELOPER SP-1251
1 ----
13.5' MIN. BORDER
6'
SP 1251A OBU A
12'
PO40 'SCE 0
208" DR.AINA(01 • 000.11
10 BF HIGHER
(E.r..JIRY) SIDE
REVISIONS / AS BUILT
ROAD RECONSTRUCTION N AND PAVING
WORK BY ULID
18.5'
2.05%
NOT 10 SCALE
UNE SWALE WITH 1.01,W-ND 0-000 [iR.YYfELf. SA
V A, Ed E.05
.14: .'
2. - . „
I
_,.
- Tor , or: DHY.
I
. . „
ULID 0
.2.
0
2" CLASS "A"
A
NOT TO SCALE
12.0'
LIGATION
2.05%
-TYPE "B" CEMENT CONCRETE CURB,
SPOKANE COUNTY STANDARD
TYPICAL SECTION: DRAINAGE SWALE
-43 414
Dwie f i cor (oc.„.. or otan todd cd or oss.
Ali cir .000 bd iflr7H7d wi"o iic
4") odprov al
or durd. Noe pro]] beoloi‘eden
"nd drain roc' and exebed later cy cod la.
IBM NO.
ELEYAI1O
PH ALT, COMP AC E D DEPTH
H
ROAD SECTION FOR VALLEYWAY
IDE PER F-0 AN, :5' MIN
6" CRUSHED SURF ACING
TOP COURSE, COMPACTED DEPTH
SWAI L LW 1 F3 -:.'
OOP: . ro 0011050. 500801enN 0 P EPP 1 +,0 - 5 , 0 00500 00(.0
N EPON OP. placed the drywali ono ern
cJ W ded the dr.wetI ther r ck edi
p50 PPP (500(led d," dent Once
ddd n esdoth in the drainage swal.
00 Swa e ydr eedec1 wi. I .
DA1UM
------
--------- -
0-0-0.--- ---------
2031.94
------- -----
- - - ------ - - - - - - - -
VER ITCAL
OCATION Spike in power pole North side
of Valleyway Sta. 3+00
SCALE
HORIZONTAL DRAWN
CHECKED
APPROVED
001",I7 IN1JC
NOP/EWA( APPROA(518
ARB/CLS
1....8REVI AI
z
Lil
LLB I
Lij
EX. 2 CURD CU T
REPI_ACTID
Fr1:1 CI,TRD)
EX. DR
0+00
I' X. CURD ,
.) OF EXISTING SIDLWALk---/
DATE
07/15 /0 2
EX. E 7.
0
' + -
i0a4p ()„,5
``"ri.
‘
- SINGLE BARREL ITRYWELL
SPOKANE CO, STANDARD TYPE A
METAL FRAME AND GRATE TYPE 4
TOP OF GRATE 31.0
TRACT "A"
13907 E. VALLEYWAY
2
R VF EH. ]]0•01]; PER 7EA81..7 CONTRAC1
2+00
0.58%
0 58%
pPE0Z.A OFANDARD PLAN A
„Jiof!ci.4
3
3+00
SP 1251 A 00
YPF 8 7 IRP.-
SINGLE BARREL DR YWELL--
- --- SPOKANE CO. S "ANDARD TYPE A
METAL FRAME A '.10 GRATE TYPE 4
OF GRATE 31.8
NOTE: ALL EX ST NG UTIL TIES IN CONFLICT WITH
THE NEW CURBLINE MUST BE RELOCATED
PR OR TO CONSTRUCTION.
+
- 61
> 0.4
-
ifY
)- - - C\i
- r - (D
re
Founded 1946
. • •
(()
TRACT "C"
13919 E. VALLEYWAY
, • •
8258 1.c.
- 100 - -
) r)
• _ • •
�50% • - •
r)I -
1.4) - - -
- - - - - - cNi - - - - - -?„ - - - •
Po t
to - -
CNI
4+00
0
in,pson, Engineers, Inc.
CIVIL ENGINEERS & LAND SURVEYORS
N, 909 ARGONNE ROAD, SPOKANE V/A,, 99212-2789
PHONE (509) 926-1322 LAX (509) 926-1323
TRACT "D"
t
14015 E .
D.I. PIPE UNDER EACH ---
DRIVEWAY APPROACH •.
•
•
Y !C). H.E. FiEWOCA
10 . PRUPERIY UNE.
Li)
378 I.
40,0
5+00
•
VALLEYWAY A vIIN U E
N
-- CURB rii.1 1 E I 6 TAPER TO EXISONi.] PAVTNIENI---
.._ - _ _
CURB INLETS
STATION OFFSET
afas 18.5
1 4- 50 18.5
2+00 18.5
2+50 18.5
3+05 18,5
4+25 18.5
5+30 18.5
6+10 18.5
TYPE 01 IMPROVEMENT:
14364
PROJECT NUMBER
TRACT "E"
14021 E. VALLEYWAY
IREE
'8.5..51 pp,
6+00
SHEET NUMBER
OF 1
7
LIJ 0
111) - -
( t ) -
- - - -
:5) The Con tractor is required to have a complete set of the approved rued and
drainac e plans on the lob site whenever construction is in progress.
4) If the Contractor discovers any discrepancies between the plans 07(1 existing
conditi )ns encountered, the Contractor shall i I ei y notify the Design
Engine ?r and the Spokane County Engineer's Office.
5) For cc - istruc Hon of drywells, n,stall filler fabric (AMOCO 4545 or approved
eau ival mil) between the dr yw ell barrel and the washed drain rock, (Jr'
bet wee - I the washed drain rock and native soils.
6) Prior - 5 site construction, the Contractor is responsible for locating underground
tiDIUe Cal, the underground utility location service e at 456-8000 before you dig.
For ar y curb grades less than 0.82 (0.008 ft./11.), a Washington State--
license 1 Professional Land Surveyor s h a l l verify th a t the curb forrns are
at the trades noted on the approved plans, prior to placement of curb
material. The Con tractor is responsible. for arranging and coordinating
work itI the Professional Land Surveyor.
7+00
rANDoRD PLAN NOTES FOR DEVELOPER PLAN SUBMITTALS
AP work (:Ind materials shall be in don fon with the "SPOKANE COUNTY
l'A.10 FOR ROAD AND SEWER CONS 1 RUC ii01-1 1992", and as omen aea.
I...ocations of existing utilities shown in the pions are approximate. The
Contra . .;tor shall be responsible for locating all J rIderqroLird utilities, Any
con flio ind shall be i (.!loca tea prior to construction of road and
dr Gina( e - facilities.
The floor r of a Grassed Percolation +Area (GP.) swale includes the eve'
oortior o I the floor of the swale, and the Siaeslopes of the swore up to the
0PA oder flow elevation or top of dr yw(i)il, Ih SOiI located in the floor of the
( s ;ale shall be 0 medium to well-draining !no teriol, with C1 minimum
in filtra ion rate of 0.5 inches per hour. The Engineer shall provide a written
st 0 terr en t which verifies that all GPA swales conform to this requirement.
!his w, itten Stnlerncri t shall be submitted to the Spokane Count y Engine.er's
Of lice )rior to installing finished landscaping/sod and prior to final
accept ince. he swale floor material shall be ins to o native soil
stratur which also rrlees of exceeds this minimum percolation rate of 0.5
inches per hour.
0
25
50
100
- 2040
2035
2030
- - - - - 2035
2030
- 2025
2020
VALLEY /VA" AVENUE EAST OF EVERGREEN
SP 125'A 00
THE SW /4 OF SEC. 14 T. 25N., R. 44 E.W.M.
S PO ANE, COUNTY WASH NGTON
CALL BEFORE YOU DIG 456-8000