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STANDARD CURB INLET, TYPE 1. ----- INSTALL TYPE "A" DRYWELL GUTTER LINE
20 RT. OF STA. 7+00.10 RIM EL.= 1000.22
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CEMENT CONCRETE.
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B.O.S. EL. 999.72-- TEL PED ROW TYPE INLET
1002.60 IN rA +T.B.M.: FINISH FLOOR EL.= 1009.01
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CONC. INLET TYPE 1 W/ 1003 -- -100 NEW KEYSTONE WALL 00
-- CEMENT CONCRETE APPROACH (TYP.)
METAL FRAME AND GRATE, TYPE 1. . -- x
GRATE EL.= . 1001.68 1003 INSTALL 10" SD 20' 20
10 I.E.= 999.85 L=3.0' G=0.010
I.E. (OUT)= 999.82
IN STALL N SPOKANE COUNTY A 10
STANDARD CU NLET, TYPE 1. 60' ROW
j / / �I� ` 208" WAI-t'\ 40.0' VARIES
1)004.60\ FACE 0 FACE
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1005 CONSTRUCTION CENTERLINE CONSTRUCTION CENTERLINE
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7007
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TOP OF WALL
100;�, (0 0 0 EXIST MAX. EL. 1002.22
. PAVEMENT SPOKANE COUNTY STD. 2
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FINISH FLOOR EL.= 1009.01 �i� 456 1 0 0 000
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ONE CALL NUMBER
- �� , / % �/ 7 CRUSHED SURFACING TOP COURSE NEW KEYSTONE WALL
48 HR. NOTICE REQU " IRED' SPOKANE COUNTY STD. DRYWELL
TYP. 1ST STREET SECTION TYPE "A" WITH SPOKANE COUNTY
TYPE 4 DRYWELL LID
6+00 STA. 6+ 69. TO q-TA- R+ 91; 71 �m
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J F777ES 11/30/98 / I approve these plans for construction. Approved Date Date 96084R15
1005
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I B.O.S. EL. 999.72
1002.67 Tw CONC. CURB TYPE B (TYP.)
_ - 002 1001.00 TW
1
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IN TALL SPOKANE COUNTY S
Q
CONC. INLET TYPE 1 W %
r
METAL FRAME AND GRATE TYPE 1. INSTAE.L 10 SQ - °
GRATE EL.= 1001.68 100 L 30 G= 0,010; � � -------- - - - - -
10" I.E.= 999.85 NG� wA
999 82 .---
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I O I �LAl�7TER— 1067 i STAIRS
,008 �j \ to' EXIST BLDG. LEGEND
EXIST. BLDG.
-0- EXIST. POWER POLE
� T.B.M.
EXIST. LIGHT POLE
... FINISH FLOOR EL.= 1009.01 /
. 1
/ I / F EXIST. FIRE HYDRANT
�
EXIST. BLDG. EXIST. CONTOUR 1009 ----- —
1006 NEW CONTOUR
/ — —
..._..
— to
1005.1% FINISH GROUND ELEVATION
'� TC= TOP CURB; GT= GUTTER; TW= TOP WALL
_ -�- NEW CONC. CURB
70 7 //
�z�1 / NEW CURB INLET
Q , o
KEYSTONE RETAINING WALL
NEW ASPHALT PAVEMENT
NEW BLDG. 2" CLASS B, A.C.P. OVER 4" C.S.T.C.
�A FOOTPRINT
,/ , NEW ASPHALT PAVEMENT
2" CLASS B, A.C.P. OVER 7" C.S.T.C.
I
I CONCRETE
� o
EXIST. RETAINING WALL
.
20 10 0 20 40
SCALE FEET
CONTOUR INTERVAL = 1 FOOT
T.B.M.- FINISH FLOOR ELEV. 1009.01
DATUM ASSUMED
MORTARED
ADJUSTMENT RINGS
to
o
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2' -0"
TYPE 4 FRAME AND GRATE
MORTAR IN PLACE
4" CONC. SLAB
SEE NOTE 3
� \ r
SEE NOTE 1 & 2
GRAVEL BACKFILL
FILTER FABRIC
I 12"
�
MIN.
UNDISTURBED SOIL
NOTES:
1. GRAVEL BACKFILL QUANTITY:
30 CUBIC YARDS MINIMUM / 42 TONS
2. SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF
WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 57.
PASSING THE U.S. NO. 200 SCREEN, AS MEASURED BY WEIGHT.
A MAXIMUM OF 10% OF THE AGGREGATE, AS MEASURE BY WEIGHT,
MAY BE CRUSHED OR FRACTURED ROCK. THE REMAINING 907.
SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL.
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCRETE
4. SEE SPOKANE COUNTY STD. PLANS, SHEETS B -2 AND B -3 FOR
PRECAST CONCRETE DETAILS.
5. ADJUSTMENT BLOCKS SHALL BE CEMENT CONCRETE.
6. PRECAST RISER MAY BE USED IN COMBINATION WITH OR
IN LIEU OF ADJUSTING BLOCKS.
i
CONC. CURB
SPOKANE COUNTY STD.
TYPE "A"
I r --
LJ
REVISIONS
SPOKANE COUNTY STD. DRYWELL
TYPE "A" WITH SPOKANE COUNTY +•� � C. L ARS•
♦♦ J F WASN /,y �.
TYPE 4 DRYWELL LID
"208" SWALE SEC110N A �0'- s RFGi
�j /aNAL
NOT TO SCALE to 0 / -Aa'y PAH
DWN:
EXPIRES 11/30/98 CK'D:
CURB DROP (OUTLET)
EL.= 1005.10
ASPHALT PAVEMENT
2'
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
2" ASPHALT CONC. PAVE. CLASS "B"
4" CRUSHED SURFACING TOP COURSE
�- KEYSTONE RETAINING WALL
7" CRUSHED SURFACING TOP COURSE
SWALE TO BE SODDED
40.0'
;E TO FACE
VARIES
SAWCUT EXIST. PAVEMENT
TACK PRIOR TO PAVING
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
_ "208" SWALE
- - BOTTOM OF SWALE EL. 999.84
1 TYP 1 1
2" ASPHALT CONC. PAVE. CLASS "B"
NOT T SCALE
4 a
4
a �' NEW
BLDG. ADDITION
T
TYPE 4 FRAME AND GRATE
MORTAR IN PLACE
4" CONC. SLAB
SEE NOTE 3
� \ r
SEE NOTE 1 & 2
GRAVEL BACKFILL
FILTER FABRIC
I 12"
�
MIN.
UNDISTURBED SOIL
NOTES:
1. GRAVEL BACKFILL QUANTITY:
30 CUBIC YARDS MINIMUM / 42 TONS
2. SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF
WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 57.
PASSING THE U.S. NO. 200 SCREEN, AS MEASURED BY WEIGHT.
A MAXIMUM OF 10% OF THE AGGREGATE, AS MEASURE BY WEIGHT,
MAY BE CRUSHED OR FRACTURED ROCK. THE REMAINING 907.
SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL.
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCRETE
4. SEE SPOKANE COUNTY STD. PLANS, SHEETS B -2 AND B -3 FOR
PRECAST CONCRETE DETAILS.
5. ADJUSTMENT BLOCKS SHALL BE CEMENT CONCRETE.
6. PRECAST RISER MAY BE USED IN COMBINATION WITH OR
IN LIEU OF ADJUSTING BLOCKS.
i
CONC. CURB
SPOKANE COUNTY STD.
TYPE "A"
I r --
LJ
REVISIONS
SPOKANE COUNTY STD. DRYWELL
TYPE "A" WITH SPOKANE COUNTY +•� � C. L ARS•
♦♦ J F WASN /,y �.
TYPE 4 DRYWELL LID
"208" SWALE SEC110N A �0'- s RFGi
�j /aNAL
NOT TO SCALE to 0 / -Aa'y PAH
DWN:
EXPIRES 11/30/98 CK'D:
CURB DROP (OUTLET)
EL.= 1005.10
ASPHALT PAVEMENT
2'
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
2" ASPHALT CONC. PAVE. CLASS "B"
4" CRUSHED SURFACING TOP COURSE
�- KEYSTONE RETAINING WALL
7" CRUSHED SURFACING TOP COURSE
SWALE TO BE SODDED
40.0'
;E TO FACE
VARIES
SAWCUT EXIST. PAVEMENT
TACK PRIOR TO PAVING
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
_ "208" SWALE
- - BOTTOM OF SWALE EL. 999.84
1 TYP 1 1
2" ASPHALT CONC. PAVE. CLASS "B"
NOT T SCALE
4 a
4
a �' NEW
BLDG. ADDITION
a u
, d
BOTTOM OF SWALE
EL.= 1004.60
" 208" SWALE
SECTION
B
; :;ENERAL NOTES:
NOT TO SCALE
'
1.
UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY FIELD INFORMATION AND EXISTING DRAWINGS.
1'HE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT
1'HAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2.
F'ROPERTY LINE INFORMATION DERIVED FROM PLANS PROVIDED BY THE CLIENT AND ARE
I'dOT SURVEYED.
3.
;iJATIONING OF 1ST AVENUE WAS UNAVAILABLE AND IS ASSUMED.
1
I
IN
S1
-4=__._
o
r— 7 N
6 +00 ST AVENUE
o
o
— 1001
INSTALL SPOKANE COUN
CONC. INLET TYPE 1 W/
METAL FRAME AND GI ATE0 TYPE 1.
GRATE EL.= 1001.68
10" I.E.= 999.85
77
i
10
/i 1007 —
�-- INSTALL 3' SPOKANE COUNTY
10 0 6 STANDARD CURB INLET, TYPE 1.
✓ 100 9 — —
P
8
� 6
i
CONSTRUCTION CENTERLINE
STA. 10 +00=
CENTERLINE FARR ROAD
20'
,, TAiF�S i /
/ 4 `
/ /100$ : ,� , 100$ - 1 10' EXIST. BLDG. LEGEND _....__.. RETAININ.G..... WALL _:..._............__.......: _ _ r
--- 6
EXIST. BLDG.
'� 54 FG '/ -o EXIST. POWER POLE
f
. T.B.M. EXIST. LIGHT POLE
0 0o FINISH FLOOR EL.= 1009.01
I 1
1 FH EXIST. FIRE HYDRANT
EXIST. BLDG. 1009
NT R
EXIST. CO OU
. _. ...... tv
v
10
06 NEW CONTOUR
° o0 1005.1Q FINISH GROUND ELEVATION
/ / TC— TOP CURB, GT— GUTTER, TW- -
TOP WALL
V
;o � �, - ..�.�. � ' NEW CONC. CURB..:
1
NEW`CURB INLET
D
D G'
°
op ° KEYSTONE RETAINING WALL
Otd►t G _ y NEW ASPHALT PAVEMENT
NEW BLDG. 2' CLASS B, A.C.P. OVER 4" C.S.T.C.
� \ ✓ } � FOOTPRINT {�? NEW ASPHALT PAVEMENT
2" CLASS B, A.C.P. OVER 7" C.S.T.C.
I
CONCRETE
°
40'
FACE TO FACE
20' 1 20'
CONSTRUCTION CENTERLINE —\
i
EXIST. CONC. CURB
LJ
VARIES
1.5'f
SAWCUT EXIST. PAVEMENT
TACK PRIOR TO PAVING
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
"208" SWALE
_ BOTTOM OF SWALE EL. 999.72
3 3
2" ASPHALT CONC. PAVE. CLASS "B" -J �/ r
7" CRUSHED SURFACING TOP COURSE
SPOKANE COUNTY STD. DRYWELL
TYPE "A" WITH SPOKANE COUNTY
TYPE 4 DRYWELL LID
"208"
CURB DROP (OUTLET)
EL.= 1005.10
ASPHALT PAVEMENT
2" ASPHALT CONC. PAVE. CLASS "B"
4" CRUSHED SURFACING TOP COURSE
`— KEYSTONE RETAINING WALL
SWALE TO BE SODDED
SWALE SECTION A
NOT TO SCALE
EXIST. RETAINING WALL
NEW BLDG. ADDITION
MORTARED
ADJUSTMENT RINGS-
0
ap°
U — � 7 N
i
co
TYPE 4 FRAME AND GRATE
MORTAR IN PLACE
B Cb
2._ 4 a \ 4" CONC. SLAB
SEE NOTE 3
SEE NOTE 1 & 2
GRAVEL BACKFILL
FILTER FABRIC
12"
MIN.
UNDISTURBED SOIL
NOTES:
1. GRAVEL BACKFILL QUANTITY:
30 CUBIC YARDS MINIMUM / 42 TONS
2. SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF
WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 5%
PASSING THE U.S. NO. 200 SCREEN, AS MEASURED BY WEIGHT.
A MAXIMUM OF 10% OF THE AGGREGATE, AS MEASURE BY WEIGHT,
MAY BE CRUSHED OR FRACTURED ROCK. THE REMAINING 90%
SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL.
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCRETE
4. SEE SPOKANE COUNTY STD. PLANS, SHEETS B -2 AND B -3 FOR
PRECAST CONCRETE DETAILS.
5. ADJUSTMENT BLOCKS SHALL BE CEMENT CONCRETE.
6. PRECAST RISER MAY BE USED IN COMBINATION WITH OR
IN LIEU OF ADJUSTING BLOCKS.
N OT • SCALE
�— BOTTOM OF SWALE
EL.= 1004.60
"208" SWALE SECTION B G ENERAL NQTES:
NOT TO SCALE
1. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY FIELD INFORMATION AND EXISTING DRAWINGS.
THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY: ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2. PROPERTY LINE INFORMATION DERIVED FROM PLANS PROVIDED BY THE CLIENT AND ARE
NOT SURVEYED.
3. STATIONING. OF 1ST AVENUE IS ASSUMED FOR CONSTRUCTION.
CONC. CURB --�
SPOKANE COUNTY STD.
TYPE "A"
S POKANE •
•• • • •:
01
=0 OWN
4
/M
TYPE 4 FRAME AND GRATE
MORTAR IN PLACE
B Cb
2._ 4 a \ 4" CONC. SLAB
SEE NOTE 3
SEE NOTE 1 & 2
GRAVEL BACKFILL
FILTER FABRIC
12"
MIN.
UNDISTURBED SOIL
NOTES:
1. GRAVEL BACKFILL QUANTITY:
30 CUBIC YARDS MINIMUM / 42 TONS
2. SPECIAL BACKFILL MATERIAL FOR DRYWELLS SHALL CONSIST OF
WASHED GRAVEL GRADED FROM 1" TO 3" WITH A MAXIMUM OF 5%
PASSING THE U.S. NO. 200 SCREEN, AS MEASURED BY WEIGHT.
A MAXIMUM OF 10% OF THE AGGREGATE, AS MEASURE BY WEIGHT,
MAY BE CRUSHED OR FRACTURED ROCK. THE REMAINING 90%
SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL.
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCRETE
4. SEE SPOKANE COUNTY STD. PLANS, SHEETS B -2 AND B -3 FOR
PRECAST CONCRETE DETAILS.
5. ADJUSTMENT BLOCKS SHALL BE CEMENT CONCRETE.
6. PRECAST RISER MAY BE USED IN COMBINATION WITH OR
IN LIEU OF ADJUSTING BLOCKS.
N OT • SCALE
�— BOTTOM OF SWALE
EL.= 1004.60
"208" SWALE SECTION B G ENERAL NQTES:
NOT TO SCALE
1. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY FIELD INFORMATION AND EXISTING DRAWINGS.
THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY: ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2. PROPERTY LINE INFORMATION DERIVED FROM PLANS PROVIDED BY THE CLIENT AND ARE
NOT SURVEYED.
3. STATIONING. OF 1ST AVENUE IS ASSUMED FOR CONSTRUCTION.
CONC. CURB --�
SPOKANE COUNTY STD.
TYPE "A"
S POKANE •
•• • • •:
4.
i-
�I
3' 0.5'
NORMAL
0.1 GUTTER LINE
v v
v �
DEPRESSED
END VIEW GUTTER LINE
3' 3' 3'
° ° .4" THICK PORTLAND
CEMENT CONCRETE.
° SEE NOTE 3.
CONSTRUCTION CENTERLINE °
STA. 10 +00= GUTTER -
CENTERLINE FARR ROAD N °
STREET - -� - --
TOP VIEW LIMIT OF DEPRESSION
E ''1 n INLET
NOT TO SCALE -
FACE T.0 FACE
1 V V 7 000 \ _
100 —
^- 1 007 lo,� / \\ / r 1 1
U �`' ---- _ 1006 _ , T,
i�
100 �� / I coo i ` 0
r-- 008 z 1 CALL
BEFORE YOU u��
/ O8� 10 .50 FG 1 X11 C: r 0 n n n
CONSTRUCTION CENTERLINE
EXIST. PAVEMENT
EXIST. CONC. CURB
L-1
.� �•,
VARIES
+T.B.M.: FINISH FLOOR EL.= 1009.01
ASSUMED DATUM
CONSTRUCTION CENTERLINE '
11.5'±
SAWCUT EXIST.. PAVEMENT
TACK PRIOR TO PAVING
I SPOKANE COUNTY STD.
CONC. CURB TYPE B
"208" SWALE
00 .
3 BOTTOM OF SWALE EL. 999.72
77, 77l
1ST AVENUE
o�
7 � .l _
'1101.50 TO - - - - - - - r-- - -- - 100313 TC
18 208 " SWALE ,002 _ OQ3
• toot so ❑ INSTALL SPOKANE COUNTY STD.
f I B.O.S. EL. 99.72 -- CURB TYPE "B' (TYP.) � II
FH 1001.00 TW 100 .67 TW � ° 5
10 1002.33 TW
INSTALL SPOKANE COUNTY S
■ N t
Q�
CONC. INLET TYPE 1 W/ ..
METAL FRAME AND GRAT� TYPE 1. (NSTiA►LL 10 S[! —
.-
GRATE EL.= 1001.68 ,
10 I.E.= 999.85 I. (0T) 95.82 �-- E�STiI /
#N1LL p0
l�ETAI
1 INST N LL tom" CURB T E AIN
CROP . ,.
� �IT"Y. STD. TYPE A
.. ;
1006 �
— - —
8` —
/
� ..: LANDSCAPE --
- 1007
\� I '�"' I ' PLANTED ��
\ I EXIST . — 1006 — i/ /�� T/ TAT/
LANDSCAPE I I -
\ I co PLANTER` 1007
- EXIST
,^-
,
,o 1o0a�� I EXIST BLDG. LEGEND
RI= TAI11�� WALE: �i
T Ftl~MAIN
EXIST. BLDG,
EXIST. POWER POLE
T.B.M. / EXIST. LIGHT POLE
p p °, FINISH FLOOR EL.= 1009.01
1 FH EXIST. FIRE HYDRANT
................ .
/ EXIST. BLDG. EXIST. CONTOUR
' __._ ._.,...._...
1006
NEW CONTOUR
/ ` ❑ / OD 1005.1
I� FINISH GROUND ELEVATION
TC= TOP CURB; GT= GUTTER; TW= TOP WALL
V
iv
NEW CONC. CURB
/ 7� .,
d /
L
IR
NEW
IN
E CURB LE T
D LJ/
,
D
d
.{ ° . D
/ KEYSTONE RETAINING WALL
41p1 1 _ NSW ASPHALT PAVEMENT
\ / D NEW BLDG. 2 CLASS 8, A.C.P. OVER 4" C.S.T.C.
`\ ✓ } FOOTPRINT (e NEW ASPHALT PAVEMENT
I 2" CLASS B, A.C.P. OVER 7" C. S. T. C.
1
I CONCRETE
CURB DROP (OUTLET)
EL.= 1005.10
ASPHALT PAVEMENT
CONC. CURB --"
SPOKANE COUNTY STD.
TYPE "A"
40.0'
E TO FACE
VARIES
SAWCUT EXIST. PAVEMENT
TACK PRIOR TO PAVING
SPOKANE COUNTY STD.
CONC. CURB TYPE "B"
_ "208" SWALE
BOTTOM OF SWALE EL. 999.84
3
EXIST. RETAINING WALL
G d C d- Q. °
/ NEW BLDG. ADDITION
d 4':
W W W . . W W W W W 3 y i
BOTTOM OF SWALE
NOTES:
1. GRAVEL BA KFI
C LL Q UANTITY:
30 CUBIC YARDS MINIMUM / 42 TONS
2. SPECIAL B CKF
A ILL MATERIAL FOR Y
DR WELLS SHALL CONSIST OF
WASHED GRAVEL GRADED FROM 1 !1 TO 3 "
WITH A MAXIMUM
OF 5%
PASSING THE U.S. N0. 200 SCREEN, AS MEASURED BY WEIGHT.
A MAXIMUM OF 10% OF THE AGGREGATE, AS MEASURE BY WEIGHT,
MAY BE CRUSHED OR FRACTURED ROCK. THE REMAINING 90%
SHALL BE NATURALLY OCCURRING UNFRACTURED MATERIAL.
3. CONCRETE SLAB SHALL BE CLASS 3000 CONCRETE
4. SEE SPOKANE COUNTY STD. PLANS, SHEETS B -2 AND B -3 FOR
PRECAST CONCRETE DETAILS.
5. ADJUSTMENT BLOCKS SHALL BE CEMENT CONCRETE.
6. PRECAST RISER MAY BE USED IN COMBINATION WITH OR
IN LIEU OF ADJUSTING BLOCKS.
SPOKANE COUNTY STD. TYPE "A
NOT TO SCALE
EL.= 1004.60
"208" SWALE S ECTION rB f; ;ENERAL NOTES•
NOT TO SCALE
3 T 1
W. Typ j 1 \--2" ASPHALT CONC. PAVE. CLASS "B"
208" SWALE Sc
NOT TO SCALE
2" ASPHALT CONC. PAVE. CLASS "B"
7" CRUSHED SURFACING TOP COURSE
SPOKANE COUNTY STD. DRYWELL
TYPE "A" WITH SPOKANE COUNTY
TYPE 4 DRYWELL LID
4" CRUSHED SURFACING TOP COURSE
KEYSTONE RETAINING WALL
SWALE TO BE SODDED
20 10 0 20 40
SCALE FEET
CONTOUR INTERVAL = 1 FOOT
T.B.M. FINISH FLOOR ELEV. 1009.01
DATUM ASSUMED
OFFICIAL C'tf�L1C DCCU� P �
S '0t E Caf�N I Y E,,
,CMECT It'
Efv
MORTARED TYPE 4 FRAME AND GRATE
ADJUSTMENT RING
MORTAR IN PLACE
io z \ o ---
1 f: 0
r-
-
O oo 2' -0" 4�mci3
N Y \ 4" CONC. SLAB
SEE NOTE 3
w
QD O
d �
SEE NOTE 1 & 2
GRAVEL BACKFILL
FILTER FABRIC
QO
o cb
�o o�
s°a °
MIN.
UNDISTURBED SOIL
1. UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED BY FIELD INFORMATION AND EXISTING DRAWINGS.
THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE ENGINEER HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
2. PROPERTY LINE INFORMATION DERIVED FROM PLANS PROVIDED BY THE CLIENT AND ARE
NOT SURVEYED.
3. STATIONING OF 1ST AVENUE WAS UNAVAILABLE AND IS ASSUMED.
r
LI