PE 1414E As BuiltsZ
w
LiJ
ONO. INIMMII•
6
II
1
`4 )
4
0-4
19
)-1 Taw
—�-
-
-.
PLAT BOUNDARY
2
POND A
Y
i_i_
T
RI vrlR` AL.K 2"',v
._.__.._...L
A f1I'I1 tf %t l
nvIJ1►Ivtvl
J.
RIVERWALK 7th ADDITION
ROAD
EASEMENT
LIMITS
SIDEWALK & UTILITY
EASEMENT
16'
20
l-t—
I _
!W�
GRAPHIC SCALE
50 0 25 50
- N mom
( IN FEET )
1 inch - 50 ft.
3
POND B
21 1 22
T10' WIDE & DRAMA
UTIUTTY EASEMENT
2
PLAT BOUNDARY
41' ROAD EASEMENT
ROAD
EASEMENT
LIMITS
C/L
20.5'
10'
18.5' PAVED WIDTH
tr
va
20.5'
18.5' . PAVED WIDTH
4
UTILITY
EASEMENT
10'
5'
MIN.
0.0200 FT./FT.
0.02000 /FT•
-----...•2...-
SIDEWALK
(ONE SIDE ONLY)
2" COMPACTED DEPTH CLASS "8" ASPHALT CONCRETE CONTAINING
5 3/4% TO 6 1/4% ASPHALT ON 8" COMPACTED DEPTH CRUSHED
SURFACING BASE COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS.
A
UTILITY
EASEMENT RAW
10'
3.5'
Nss
.
Ah
fit: MIN.
6.5'
IDEWALK
SPOKANE COUNTY
TYPE "R" CURB
TYPICAL CROSS—SECTION
20'
GRADY ROAD
60' RIGHT OF WAY
C/L
20'
N.T.S.
6.5'
IDEWALK
SPOKANE COUNTY
TYPE "B" °-CURB
AND GUTTER
0.0200 FT./FT.
0.0200 FT./FP•
2" CLASS "A" ASPHALT CONCRETE CONTAINING
5 3/4% TO 6 1/4% ASPHALT ON 2" CLASS "E'
ASPHALT CONCRETE ON 8" CRUSHED SURFACING BASE
COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS.
TYPICAL CROSS—SECTION
INDIANA AVENUE N.T.S.
5'
MIN.
UTILITY
EASEMENT
R/W
10'
me-3.5'
5
MIN.
100
PUT BOUNDARY
1 tRt7t Ar"rc•n
Vlvl' f..nI ILL
RIVERWALK SIXTH ADDITION
5 6
[10' WIDE DRAINAGE
UfIUTTY EASEMENT
T
123
1
6' W.M.
24
LINIXAivA 1'
7
8
25
AVER
1
POND E
,EXPIRES 9/24
1 R t i A T'*'''r
d
BACK OF ROLLED CURB,
TYPE "B" CURB, OR
BACK OF SIDEWALK
4
0
Whillram
0
IR IDi A'r'rc•r
V 1't. I I.-V
EXIS11
L
27
id" sAN.
POND D
6 7
RIVERWALK SIXTH ADDITION
'PPROXIMATE LOCATION OF EXIST. 6* 1
A.C. IRRIGATION LINE. GNI. CONSOLIDATED
IRRIGATION DISTRICT ® 924-3655
ATTENTION BOB ASHCRAF'T PRIOR TO
CONSTRUCTION
r.OUMN ENG1a
OFFICIAL PUBUC DOCUMENT F
ORIGINAL
"AS-BS I` TS".
PROJECT te• PM/of E.
DATE ACCEPTED: 3'.1'1”,
44\
14
to
1
1,010
ERTiFIED RECORD DRAWINGS ,0
5'
SWALE SHALL BE CONSTRUCTED BEHIND BOTH CURBS
AND/OR SIDEWALKS AFTER THE CURBS SIDEWALKS
HAVEBEEN BACKFILLED AND SHALL REMAIN IN PUCE
THROUGHOUT THE BUILDING CONSTRUCTION. THE
SWALES MUST . BE REMOVED BY FINE GRADING
IMMEDIATELY PRIOR TO SEEDING OR PLACEMENT OF
SOD ON EACH LOT OR TRACT
TYPICAL TEMPORARY CUTOFF SWALE
POND F
1�
1 27+15.37
••••••••1t....
RIVERWALK 6TH ADDITION
SEC. 8, T.25 N., R.45 E.,W.M.
STREET & DRAINAGE PLANS
r
CUL DE SAC
PAVING UMIT
ClYR)
1-
POND G
Xi.
TABLE OF CONTENTS
COVER SHEET • SHEET 1
INDIANA AVENUE
& GRADY ROAD • .SHEET 2
DETAILS . . SHEET 3
TEMP. CUL DE SAC SHALL . BE CONSTRUCTED
"D" ON
CeN9T RUCTED WITH 2" A 51014ALT
GRINDINI4S cc,p4PACT Eta PeroT'H•
4t' c•$•-r• c. Cc,.MPAC.TED OEPTH
Peg 13 f-VKANE CenINT"( cC?Tm>`'3PC?hi DANC1?
DATED 7/ t.4/11%
CAUTION!
AT&T TRUNK UNE PROTECT IN PLACE.
CONTACT VERN ERICKSON COMMUNICATIONS
TECHNICIAN, AT AT&T BEFORE CONSTRUCTION.
\PAGER ...# (509)-628-4975
LEGEND
EXISTING
N
•.41111••=••
1
I HAVE REVIEWED THE CONSTRUCTION AND TO MY KNOWLEDGE
IND-__IT. TO . BE IN SUBSTANTIAL _CONFORMANCE - WITH THE
APPROVED CERTIFIED PLANS AND STANDARD SPECIFICATIONS
EXCEPT AS NOTED.
THE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS
CONFORM TO APPLICABLE EDITIONS OF 'THE SPOKANE COUNTY STANDARDS FOR
ROAD AND SEWER CONSTRUCTION AND THE SPOKANE COUNTY GUIDELINES FOR
STORMWATER MANAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN APPROVED BY
THE SPOKANE COUNTY ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION.
POWER POLE
POWER POLE ANCHOR
SIGN
LIGHT POLE
DRYWELL
TELEPHONE RISER
STORM DRAIN
MAIL BOX
GAS MAIN
GAS .METER
WATER LINE
WATER LINE FITTING
WATER SERVICE
FIRE HYDRANT
WATER VALVE
SEWER LINE
SEWER MANHOLE
SEWER SERVICE
FENCE
RIGHT OF WAY
ROAD CENTERLINE
EDGE OF PAVEMENT
PROPERTY LINE
SECTION LINE
PROPOSED
0
E3
/4
X
X . X .r._■
SPOKANE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT , : ID'0'44
DATE ACCEPTED: 8'.�I+ ►B • 1996)
ACCEPTA!•!CE EXPIRES: 3 • &$ • J 999
CONSTRUCTION _ DOCUMENTATION _ AND CERTIFIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE. AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
GENERAL NOTES
1) ALL WORK AND MATERIALS SHALL BE IN CONFORMANCE WITH THE "SPOKANE
COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION 1995", AND AS
AMENDED. UNLESS SPECIFICALLY EXPECTED IN THE PLANS OR CONTRACT
DOCUMENTS ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN
ACCORDANCE WITH STANDARD SPECIFICATIONS AND STANDARD PLANS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION PROMULGATED BY THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON
CHAPTER OF THE AMERICAN-_PUBLIC WORKS-- ASSOCIATION, (LATEST-EDm0N).
2) THIS PLAN MAY NOT SHOW ALL EXISTING UTIUTIES. EXISTING UTILITY
LOCATIONS ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE EXISTENCE AND ACTUAL LOCATION OF'
ALL UTILITIES PRIOR TO CONSTRUCTION. CONFLICTING UT1UTIES SHALL
BE RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACILITIES.
3) THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF' THE APPROVED
WATER, SEWER, AND STREET & , DRAINAGE PLANS ON T +IE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. THE FOLLOWING DATES REPRESENT
"APPROVED PLANS'. THE DATE NOTED IS THAT DATE SHOWN IN THE TITLE
BLOCK UNDER "DATE".
WATER7/12/96
PLAN DATED/1/96
B. SEWER PLANS DATED �/20/96
C. STREET & STORM PLANS APPROVED BY SPOKANE CO. ON
4) IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE
PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER, JANELLE GONZALES,
- - AT (509) 458-6840, AND THE SPOKANE COUNTY ENGINEER'S OFFICE,
AT (509) 456-3600.
5) FOR CONSTRUCTION OF DRYWELLS, INSTALL FILTER FABRIC
(AMOCO 4545 OR APPROVED EQUIVALENT) BETWEEN THE
DRYWELL BARREL AND THE WASHED DRAINROCK, AND
BETWEEN THE WASHED DRAINROCK AND THE NATIVE SOILS.
PER SPOKANE COUNTY STD. DETAIL B-1.
PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS
RESPONSIBLE FOR LOCATING UNDERGROUND UTlLMES. CALL
THE UNDERGROUND UTIUTY LOCATION SERVICE AT 456-8000
BEFORE YOU DIG.
THE CONTRACTOR SHALL MAKE' AN EFFORT TO PROTECT ALL
CATCH BASINS AND DRYWELLS FROM BEING CONTAMINATED WITH
SILT BY INSTALUNG FILTER _FABRIC OVER THE METAL FRAME
DURING INSTALLATION AND KEEPING IT IN PLACE UNTIL
THE STREETS HAVE BEEN PAVED AND CLEANED. HOWEVER,
THE FABRIC SHALL BE REMOVED PRIOR TO ACCEPTANCE.
ALL DRYWELL CONNECTION PIPES SHALL BE PLACED BELOW THE
DRYWELL CONCRETE CAP AND SHALL FLOW AS DIRECTED IN THE
PLANS.
9) FOR ANY CURB GRADES LESS THAN 0.8% (0.0080 FT/
A
WASHINGTON STATE -LICENSED PROFESSIONAL. VEY LAND SU 0R
SHALL VERIFY THAT THE CURB FORMS ARE AT THE GRADES NOTED
ON THE APPROVED PLANS, PRIOR TO PLACEMENT OF CURB MATERIAL.
THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING AND COORDINATING
WORK WITH THE PROFESSIONAL . LAND SURVEYOR.
10)
DUE TO SOILS WITHIN THE AREA, THE CONTRACTOR SHOULD INCLUDE
IN HIS BID, A UNIT PRICE PER CUBIC YARD FOR ROADWAY "BALLAST"
AS DESCRIBED IN THE 1994 WSDOT/APWA SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. IF DURING ROADWAY EXCAVATION,
UNSUITABLE MATERIALS ARE ENCOUNTERED, AND ADDITIONAL SUBGRADE
LAYER OF BALLAST MAY BE ADDED. DEPTH TO BE DETERMINED IN
THE. _FIELD,..___.
[S006
�/�� RE��OVAL
UNDERGROUND SERVICE ALERT
ONE —CALL NUMBER
456.8000
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1 OF 3
JOB NUMBER
96083
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18
6
I- EXISTING POND 8
15(00
1
1
(4 1
414
oposigglmi -�■.:w
I/�, I�
18+51.96 INDIANA AVENUE=
•+• • - r • 1Iv
RIVERWALK i 1( 2nd
A h11.T1/1w1I
nVVt I IVIv{
PLAT BOUNDARY
1
a32 NO A
20
19+87.21'
1
RIVERWALK
6"wM
2
CURVE TABLE
CURVE I
RADIUS I
LENGTH 1
TANGENT I
CHORD I
BEARING
I DELTA
C10
20.00'
31.42'
20.00°
28.28'
N45'111410W
90'00'00"
C 11
20.00'
31.42'
20.00'
28.28'
S44'48' 19" W
90'00'00"
C12
30.00'
47.82'
30.70°
42.92'
N44'08'23" E
91'19'50"
C13
30.00' -
46.43'
29.31'
41.93'
S45'51'37" E
88'40' 10"
C14
30.00'
26.87'
14.41 °
25.98'
N64'08'46" E
51' 19'04"
C15
30.00'
26.87'
14.41 °
25.98'
N64'32'09"W
51'19'04"
22+11.23 INDIANA AVENUE'
30+00 GRADY ROAD
$" N. .
21
N88'04"E I
- _ )"' 7 T caw Tar sSAN. i
10' WIDE DRAINAGE
UTIUTI( EASEMENT
2
SIXTH ADDITION
•
•
f= - X
•
22
4
4
1'
. r-
10
9-
a
PLAT
BOUNDARY
RIVERWALK SIXTH ADDrQN -
5
1.0' WIDE DRAINAGE
UTIUTIY EASEMENT
123
tI
INDIANA T
/
/ 4
/
oor
N8
NO1' • 1'46' W
N89'48'04"E I
AVENUE
INTERSECTION DEJTAI
PLAN & PROFILE
4
tC4••11.
LiJ
J
POND -D
5
RIVERWALK SIXTH ADDITION
sae Inv I3ED I )NO''
SHEET 3 en" 3 I
I IAIDI ATT? r
tJ I v, L.r► I I L- V
TEMPORARY CURB_/STREET
& DRAINAGE EASEMENT
N01'31'46' W
1.16'
GRAPHIC
50 0 25 50
m
100
25+77.83 INDIANA AVENUE' i N8V4�b
10+00 HODGES LANE
SC) I
rt
R N00'i 'S8"WJ'
1
ref?
0,31 i
4=--6s WM--
6
X
7
'KID, A'TT'I I'\
VIY, I.J'1I I VV
CONSTRUCTION NOTES
111111111111111110111111111011
PLAT BOUNDARY / I
• IAIDI A"I''',r-n
VIVI LI- I IL-V
C1) INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE
COUNTY STD. 13-9. STA. 21 +84, LEFT.
INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE
COUNTY STD. 13-9. STA 20+38, LEFT.
I) INSTALL. SPOKANE COUNTY TYPE "A" DRYWELL WITH TYPE 3 METAL
FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15.
GRADY ROAD STA 29+38.25, 26.5' RT. RIM EL-2030.00
®. INSTALL SPOKANE COUNTY TYPE "Br' DRYWELL WITH TYPE 3 METAL
FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15.
INDIANA AVENUE STA. 25+75. 31.5' LT. RIM EL-2027.75
2030
DATUM
REFER TO THE BENCHMARK DESCRIBED
ON SHEET 1A OF 13 IN THE RIVERWALK
SEWER EXTENSION PLANS APPROVED BY
SPOKANE COUNTY MAY 16, 1995.
V
N
t0
ri
O
m
to)
N
(0
°, +0.0146
N
N
CO
N
N
N
O
01
N
co
D
C)
N
0
0
N
03
0
,) INSTALL SPOKANE COUNTY TYPE "8P DRYWELL WITH TYPE 3 METAL
FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15.
HOLMES LANE STA. 11 +00, 23.5' LT. RIM EL-2028.40
® TRANSITION FROM TYPE "r CURB & GUTTER TO ROLLED CURB
1). CONSTRUCT WHEELCHAIR RAMP DESIGN "A" PER SPOKANE
COUNTY STD. A-5.
• INSTALL SPOKANE COUNTY TYPE "A' DRYWELL WITH TYPE 3 METAL
FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, B-15.
INDIANA AVE. STA. 27+91.31. 52.40' LT. RIM EL-2028.46
{ } INSTALL SPOKANE COUNTY TYPE "A" DRYWEU. WITH TYPE 3 METAL
FRAME AND GRATE PER SPOKANE COUNTY STD. B-1, 8-15.
INDIANA AVE. STA. 27+91.72, 52.31' RT. RIM EL-2028.46
g INSTALL SPOKANE COUNTY TYPE 2 CURB INLET PER SPOKANE
COUNTY STD. B-9. STA. 25+80.56, RIGHT.
INSTALL STOP/STREET NAME SIGN PER SPOKANE COUNTY
AND ND M.U.T.C.D.
+0.0080
I(0
0
N
HIGH POINT
STA. 23+44.44
ELEV.0.2030.80
+0.0080
~2�a APPROXIMATE LOCATION OF EXIST. 6"
`'o A.C. IRRIGATION LINE. CALL CONSOLIDATED
IRRIGATION DISTRICT 0 924-3655
�TTENTION BOB ASHCRAFT
( IN FEET )
1 inch = 50 ft.
PROPOSED TEMPORARY
TURNAROUND
EXISTING 60' WIDE SANITARY
SEWER EASEMENT
125.03'
I-�
-
"('
N89'48'04. "EJ ..\....
125.03'
I PROPOSED WATERUNE
r-- PROPOSED 20' WIDE
WATER EASEMENT
ET EXISTING 20' WIDE
?t '1 WATER EASEMENT
TEMPORARY CUL-DE-SAC
*INDIANA STATIONINQ
A at 27+15.83, 20' LT.
B - 27+39.25, 31.25' LT.
C - 27+78.46, 50' LT.
D - 28+28.28
E - 27+78.11, 50' RT.
F - 27+39.25, 31.25' RT.
G - 27+15.83, 20' RT.
10( VC -
TOP
LEFT
CURB
2020
op
ems ems ere goo asemilmummire
EXISTING PAVEMENT
8
(.4
8
0
N
S
2030
C/L
2020
2030
w
TOP
RIGHT ~°
CURB
2020
+0.0060
ots
0)
o
0)
U
N
IM
8
0)
+0.0146
N
O
N
N
co
in
0)
N
N
EXISTING PAVEMENT
In
0
m
LZ
0)
N
N
EXISTING PAVEMENT
N
N
co
CT)
+0.0080
+0.0080
ll
8
oi
0
In
N
F,
N
N
1M
N
N
O
0)
of
0
N
1
1
+0.0080
HIGH POINT
STA. 23+44.44
ELEV.==2030.79
10C, VC
►) O
N N
i-IIGH POINT
S'A. 23+44.44
ELEV.-2030.80
II +0.0080
N
0
N
N
I'
N
a
N
+0
N
100 VC
0
II 0
8
8
N
-.0100
of
0
N
I'
N
50 VC
•
N
N
i•.0195
0
+
50
VC
-.0175
N1)
N r^ 0
O N_
N
0
N
0) N
0
of
0,1
HIGH POINT
STA. 1 +51.35
ELEV=2029.57
50 VC
N
N
+.0100
+
N
ai
0...
N
NI 04
C5 N _
2030
2020
-0.0100
LOW POINT
STA. 0+76.95
ELEV=2028 70
5
Cr;
N
re)
Nafs
+0 Q°S•
ON NO
C.) Egli'
a
C)
N
r
N
N
0
N
0)
O Na') +
N 2 EN 6
+0.0080
♦ Np.-
N N
co
a
N
LOW POINT
STA. 2+26.82
ELEV=2028.74
I HAVE
REVIEWED
THE CONSTRUCTION
AND
TO MY
KNOWLEDGE
FIND IT
-TO . BE IN
SUBSTANTIAL
CONFORMANCE
WITH
THE
APPROVED
CERTIFIED
PLANS
I G
STANDARD
SPECIFICATIONS
>
EXCEPT
AS NOTED.
•
0
N
MO)
N
-0.0100
LOW POINT
STA. 25+80.5!
ELEV.=2028.9'
-0.0100
N
- In
t N
cy
00 VC
In
N
N
O
N
•
cy
03
0
aci
100 VC
40
LOW POINT
STA. 26+80.56
03
Cst
0
0
Cst
+0.0080
to
70 VC
Oi
0
+0.0080
in N
cy
N
rt
0
a.
-0.0080
4,4
ch co
N
cy
3
2020
2030
TOP
LEFT
CURB
202
PLAT BOUNDARY
28+50.61
POND E
TEMPORARY TU-RNAROUND
& WATERLINE EASEMENT
EXISTING 6" WATER MAIN
DEVELOPER'S-- APPROVAL
x
TO BE ABANDONED, SEE /
WATER PLAN FOR RIVERWALK . /
SIXTH ADDITION .//
/
/
20 9.11
2029.38
1% MIN
SLOPE
2029.37
1X MIN.
SLOPE
2028.74
r-ZZ
qMY
2
2029.57
DATE
Nt
22+11.23 INDIAN
2029.60
TC
TC
TC
GRADY ROA
2029.90
20 9.84
TC
TC
SEC. 8, T.25 N., R.45 E.,W.M.
SPOKANE COUNTY WASHINGTON
2030
TOP
CURB
2020
/045,96
2030
CiL
2020
2030
TOP
RIGHT
- CURB
2020
2030
EXISTING GROUND
2020
-CONSTRUCTION 'N.ANS-
grnNZ..-TRUCTION DOCUMENTAT ON AO'
FIT-MORD DRAWINGS ARE. REQUI1ED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMEiNT OF THE ROA.)S AND
DRAINAGE FACIUTIES FOR MINT :NANCE
2030
TOP
RIGHT
CURB
2020 _
11
a.
03
28+50.01=TOC
01-3
-0 0080
FIN SHED GRADE
-0.0080
0 FINISHED GRADE
cy
co
-0 0080
FINISHED GRADE
TC
CV
PV
UNDERGROUND SERVICE ALERT
ONE -CALL NUMBER
corn
aiai
NN
00
NN
cn
Cq
0)
0
05
co
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
TRANSITION
cy
10' CURE TRANSITION
431
NN
00
NN
rm-
0
2030
TOP
LEFT
CURB
2020
2030
C/L
2020
2030
TOP
RIGHT
CURB
2020
4
cy
2
tmt
rid
tn
cr
ts-
CC
Q.
14.1
( SHEET
2 OF 3
JOB NUMBER
96083
19
20
21 22
23
24 25
26 27
28
29
30
TOP OF BERM ELEV.=
TOP OF CURB ELEV.
+ .20'
ry ..w At de
R/W
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
3 MAX,
1.
DRAINAGE STRUCTURE ---�.r
WHERE SHOWN ON PLANS
.9' BELOW THE NORMAL GUTTER
LINE ELEVATION OF THE LOWEST
CURB DROP TO THE POND
NOTES:
PROVIDE FILTER. FABRIC (AMOCO 4545 OR EQUAL) BETWEEN
THE: NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
TYPE "B" CURB 5' TRANSITION
GRATE ELEVATION
3 MAX.
•
NORMAL TYPE
GUTTER UNE . CURB
3:1 (TYP)
4" THICK P.C.C.
GRASS TURF INSTALLED CONCURRENT
WITH OCCUPANCY OF ADJACENT HOUSE
TYPICAL '208' POND
SECTIONAL VIEW
(NOT TO SCALE)
TYPE "R" CURB
18"
FLOW LINE
14"
10"
PLAN VIEW
TOP OF TYPE "B" CURB
•
6"
4"
FLOW LINE- i
5' TRANSITION
PROFILE VIEW
CURB TRANSITION DETAIL
TYPE "B" CURB TO TYPE "M7' CURB NTS
• N89'48'04"E
1'0► 36.06'
SPOKANE COUNTY
TYPE "A" DRYWELL
PROPOSED TEMPORARY
TURNAROUND
SPOKANE COUNTY
TYPE "A" DRYWELL
LT--.--.
POND G
N89'48'04" E
POND F
27+78.28
•
28.44'
1
z
W
0
},_ EXISTING 1 d' SAN.
RaSO'
36.28'
z
W
W
Lam
W
(n
POND F AND G
POND F
POND BOTTOM ELEV. = 2027.96
POND BOTTOM AREA = 169 SQ.FT.
'208' VOL. REQUIRED = 177 CU.FT.
'208' VOL. PROVIDED = 206 CU.FT.
/Dew Co,vsfAt4err o
AS DESIANEO
TOP OF BERM ELEV.-
TOP OF CURB ELEV.
+ .20'
PE "R" CURB
TURNAROUND
EASEMENT•
TEMPORARY TURNAROUND
& DRAINAGE EASEMENT
POND G
POND BOTTOM ELEV. = 2027.96
POND BOTTOM AREA = 166 SQ.FT.
'208' VOL. REQUIRED = 177 CU.FT.
'208' VOL. PROVIDED = 201 CU.FT.
POND CoNsr'RucTEo
A5 DEsl4N4'O
/i /
CONCRETE APRON
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
TOP OF BERM ELEV.=
TOP OF CURB ELEV.
+ .20'
R/W
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
3 MAX.
DRAINAGE STRUCTURE
WHERE SHOWN ON PLANS
NOTES:
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
3 MAX.
1
DRAINAGE STRUCTURE
WHERE SHOWN ON PLANS
.8' BELOW EDGE OF PVMT.
ELEV. ADJACENT TO POND
GRATE ELEVATION
3 MAX..
3)
GRASS TURF INSTALLED CONCURRENT
WITH OCCUPANCY OF ADJACENT HOUSE
TYPICAL '208' POND WITH DRAINAGE STRUCTURE
SECTIONAL VIEW
(NOT TO SCALE)
10' UTILITY &
DRAINAGE EASEMENT
RIGHT OF WAY
.
NOTES:
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
24
FAsEENTGE
It 2
I•------ POND BOTTOM
INDIANA AVENUE
CURB INLET TYPE 2 _.
POND A
POND BOTTOM ELEV. = 2027.25
POND BOTTOM AREA = 240-64.44:270 34.
'208' VOL. REQUIRED = 122 CU.FT.
'208' VOL. PROVIDED = 127 CU.FT. /35 Cw R7.'
SPOKANE COUNTY
TYPE "B" DRYWELL
INDIANA
5
POND BOTTOM--�
DRAINAGE EASEMENT
POND D
CURB INLET TYPE 2
AVENUE f TYPE "B" CURB
.9' BELOW THE NORMAL GUTTER
LINE ELEVATION OF THE LOWEST
CURB DROP TO THE POND
GRATE ELEVATION
3 MAX.
.50'
NORMAL ROLLED
GUTTER LINE CURB -
4:1 (TYP)
4" THICK P.C.C.
GRASS TURF INSTALLED CONCURRENT
WITH OCCUPANCY OF ADJACENT HOUSE
TYPICAL _.'208' _ : POND_
SECTIONAL VIEW
(NOT TO SCALE)
8" COMPACTED. CRUSHED SURFACING BASE
COURSE IN ACCORDANCE WITH
W.S.D.O.T. SPECIFICATIONS.
_ /A /A//
CONCRETE APRON
O QD �~�c
OFFICIAL PUBUC DOCUMENT
ORIGINAL
OA-BUILTSi'
CERTIFIEDI�iRECORD DRAWINGS
PROJECT #: P 1''i I''1 E
DATE ACCEPTED: 3- Y-010
cuNTY ENGINEEF
"414k,���lsi'�r'"
SPOKANE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT #: p 141A E
DATE ACCEPTED: $44, MO
ACCEPTANCE EXPIRES: g')..S.1499
!;ONS T RUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
12.50'
10' UTILITY &
DRAINAGE EASEMENT 1.44.•-
L4
RIGHT OF WAY I. •
5A'
Ig
g,l+--- POND BOTTOM
INDIANA AVENUE .
CURB INLET TYPE 2
POND E3
POND BOTTOM ELEV.
POND BOTTOM AREA
'208' .. VOL._ REQUIRED
'208' VOL. PROVIDED
pir EE"I0 CUitib -
r7ROPe STA. I+E(
. , b RIGHT OF WAY
$! - r 10' UTILITY &
DRAINAGE EASEMENT
4!
_. 203 /
21.00'
N- PROPERTY LINE
POND BOTTOM ELEV. se
POND BOTTOM AREA -
'208' VOL. REQUIRED -
'208' VOL. PROVIDED =
POND CoNsTRucTE
2027.25
736 SQ.FT.
344 CU.FT.
409 CU.FT.
0 AS DEsi4NEo
SPOKANE COUNTY
TYPE "A" DRYWELL
ROLLED. CURB-\
0
4'
POND E
= 2029.50
= 225 Son.272 SQ.FT.
:.. 4,4 4-
_ 1-•E4:414( /36 CM. FT.
RIGHT OF WAY
1
POND BOTTOM
02
i
INV
10' UTILITY &
DRAINAGE EASEMENT
ry01'
9.> RIGHT OF WAY
10
SIDEWALK
EASEMENT
C,
2028.81
TC
NOTE: HYDROSEEDING SHALL BE DRYLAND TYPE GRASS.
THE GRASS SWALE AREA SHALL HAVE 3 LIVING
AND VIGOROUS GRASS PLANTS PER SQUARE
FOOT AT THE END OF ONE YEAR TO BE
CONSIDERED COMPLETE.
SEED 40 lbs/ACRE
33% DURAR HARD FESCUE
33% SHEEP FESCUE Approved By:
33% REUBAN'S CANADA BLUEGRASS
12-24-24 FERTILIZER 400 lbs/ACRE
SYLVA FIBER MULCH 2000 lbs/ACRE
J-TAC SOIL BINDER 40 lbs/ACRE
DEVELOPER'S APPROVAL DATE
HYDROSEED
DITCH BOTTOM
3:
3'
TEMPORARY EASEMENT
r�
0.5' MIN.
9POKAI IE COUNTY STD.
CONC. INLET TYPE"Z" WIT'N
T T ''' 2" METAL FI AME 4Rb'TE,
STA. In•tls3. 2A.5' LT., 4R1►TE
'
I NG1'31'46"W EL. E= tC�27; 4 5' DRAINAGE '
5.12' EASEMENT i
I TYPE "B" DRYWELL i
N89'48'04"E SPOKANE COUNTY 1
8.00' - i
POND BOTTOM
'1
C>
•
NINO
•
8
2027.90
DITCH
2028.11
DITCH
.794154 ..... .. -.. . _.;. al. ...111.._
a17 ._.._.• ts_..J
30 L.F. nt- 12" C.PE.
S. :re,. hit°521 1. E .(J)= 2023.72,
I.E.CS?= 2024.43
HODGES LANE
N89'48'04 E
45.01'
2028.28
DITCH
N01'31'46" W
1.1
R=20' 1 I^ lc), A TTr"P�
U1Vt L.r1I 1 C.L'
N00'11'56"W
TEMPORARY CURB/STREET
& DRAINAGE EASEMENT
POND Q
POND BOTTOM ELEV.
POND BOTTOM AREA
'208' VOL. REQUIRED
'208' VOL. PROVIDED
= 2027.90
= 734 CU.FT. 972 30.F
= 367 OU.r T.
= 112 OU.r?..Y86 CU. Fr
I HAVE REVIEWED THE CONSTRUCTION AND TO MY KNOWLEDGE
Q FIND IT TO BE • IN SUBSTANTIAL CONFORMANCE WITH THE •
IEXPIFIE9 �•�'•l999 j APPROVED CERTIFIED PLANS AND STANDARD SPECIFICATIONS
EXCEPT AS NOTED.
7- 10' UTILITY & DRAINAGE EASEMENT
POND BOTTOM ELEV. = 2029.50
POND BOTTOM AREA = 510 SQ.FT.
'208' VOL. REQUIRED - 240 CU.FT.
'208' VOL. PROVIDED = 323 CU.FT.
POND CoNsTRitCTEO AS DES/4N5O
10' UTILITY &
DRAINAGE EASEMENT
HODGES LANE PROFILE
VERTICAL SCALE: 1" =5'
HORIZONTAL SCALE: 1" =20'
-0.0200
2035
+0.0080
STA. 10+52.85
EDGE OF CSTC
C/L
2030
011
0
0
I-
n
03
0
N
a
0
2025 FINIS
i
8
0
,-IED GRADE
INDIANA AVENUE
CCi
La
wOCL
11
0
cci
MATCH EXISTING
EXISTING
PROPOSED DITCH BOTTOM
Luz
02
GROUND
GRouND
10
FMIDAs-F+U1LTREcOQP PRAWIN4
CONSTRUCT -TYPE 'T CURB E7Rt'P
in
ix
ck
(13
0)
•>) 8 LIcu p
ri
HORIZONTAL:
AS NOTED
Luce
LYJ
(RIVERWALK 6TH ADDITION
(SHEET )
3 OF 3
JOB NUMBER
96083