27239 PE-1414A
16' WIDE SIDEWALK ~
& UTILITY EASEMENT
TYPE "R" CURB
75.00'
-
i w ~ W$
Z
I f ~
LLJ
I ~ w
~ 'L, .
~ Q 2 •,''~r Z ~ EXPIRES 9/24/ ~
~ m H
a
~n ~ V.•''~,.• r- SPOKANE COUNTY STANDARD
° ~ TYPE A DRYWELL WiTH
° o~
cq TYPE 4 METAL FRAME & LID
I ~ • WITH SOLID UD
4
~ m , STA. 10+66 28' LT.
LID EL. = 2025.69
I
I 5
F 22' - -1. ~ ,
I r.._..21,.. ~ _
• 23 LF OF 12" CM P
5'(rrP.) ~ 0 0.0321 FT./FT.
I ~ ~ } iE w)=2o22.37
. . . ~ . , IE~E)=2021.69
15 /20 6UILDING SETBACK I~ ~o ~ R
S-
BOUNDARY OF LEVEL CURB INLET TYPE 1& 2
FLAT BOTTOM AREA _~1 f " STA. 10+56.55 LT.
DRAINAGE EASEMENT ~ f
TC=2025.60
~ 10' WIDE UTILITY 6. ~-2~•',
EASEMENT 51. 20' • ~
~ 5.
6' SIDEWALK + SPOKANE COUNTY STANDARD
CONCRETE INLET TYPE 1
` WITH TYPE 2 METAL FRAME & GRATE
P 0 N D STA=10+47(SNAKE RIVER LN.) 41.5' LT.
TYPE B' CURB GRATE EL. = 2024.87
& GUTTER
INDIANA AVENUE
POND 80TTOM ELEV=2024.37
` BERM ELEV=2025.80 SCALE: 1" =20' ~
I NLAND \
LOT 4, B LO C K 3 PACiFic
R IVE RWALK 2 N D AD D ITI 0 N ENGINEERING
707 Weat 7th • Suite 200 (509) 458-6840
` 10/30/95,/ ~ SR°kO^°. wA 99204 F,e,X: (509) a58-sa44J
~
CURB INLET TYPE 1& 2 ~
STA=12+50 RT.
~ TC=2026.37 , . TYPE "R" CURB
"C"
POND
TYPE CURB dc GUTTER V~~~
CONCRETE INLET TYPE I WITH
` TYPE 2 METAL FRAME & GRATE S~Q~ .•~~t~~ p~ ~ ~i ~s ~ ~i
STA=12+00 36.5' RT. ~ 0~ ~ • ~ ~ ~ ~ ' s
GRATE ELEV=2025.47 ~'A
47 LF OF 12" CMP ~ i'~G,•• i ~
0 0.0100 FT,/FT. ~ m ~ ~ ~ ~
IE E =2022.27 ~,p G,~ ~ y2 \~s ~
IE~W~=2021.80 i .•t%
~
EXIST. SPOKANE COUNTY STANDARD
TYPE "B" DRYWELL WITH
IYPE 4 METAL FRAME & UD
WITH SOLID LID
STA=1 1+54 28' RT. 16' wiDE SiDEwaLK &
AOJUST LID TO 2027.11 ~ UTILITY EASEMENT
.
1
< POND BOTTOM ELEV=2024.97 2~
%Gn BERM ELEV=2026.57 ~
~
scA.E: 1" =20' 100 ~ I NLAND ~
LOT 1, BLOCK 1
RIVERWALK 2ND ADDITION PACIFIC
E NGINEERING
10/30/95 707 wesc 7tn - Suite 240 (5os) 458-6W
J\ Spokane, WA 99204 FAX: (509) 458-6844~
10' WIDE UTILITY-j
EASEM ENT _
~ 76.76'
TYPE "R" CURB
W X I .
U I
ti ~ ~ ►
w ~ I 6.5'1
> r;*, ~
I
25462 50
W I ~
Q 5'
I
EXPIRES 9/24/
SPOKANE COUNTY STANDARD
1YPE "6" DRYWELL WITH : • ~ • I ~ ~ .
TYPE 4 METAL FRAME & GRATE I ~ v~° ~
STA. 10+66 33' RT. • ( N
GRATE EL. = 2024.87 I I~~
I ~ z
CURB INLET TYPE 1
STA. 10+56.55 RT.
TC=2025.60 I I '
~ ~ ~
. .
~
15'/20' BUILDING SETBACK ~
- ~ I
. •5'
j-10' WIDE UTIL(TY
JS ~ EASEMENT
61.76' v . ,
• ' ' 6' SIDEwAtK. ;
,
POND "F3" ~ \--TYPE MB" CURB
& GUTTER
i I N D IANA AVE N U E
POND 64TTOM ELEV=2024.37
~ BERM ELEV=2025.80 SCALE: 1"=20' ~
~ I
N ~ INLAND ,
LOT 1, B LO C K 4 PACiFic
R IVERWALK 2 N D AD D ITI O N ENGINEERING
707 Wast 7th • Suite 200 (509) 458-6840
~ 10/30/95 ,/`Spokone, wA 99204 FAx: (509) 458-6844J
R/w
DRAINAGE EASEMENT AS SPECIFIEG ON PLAN
TOP OF BERM ELEV.= .9' BELOW THE NORMAL GUTTER
TOP OF CURB ELEV. UNE ELEVATION OF THE LOwEST
+,20' CURB DROP TO THE POND
TYPE
N4RNAL
3 ►~AX. GUTTER UNE CURB
GRATE ELEVATION v • .
3 MAX. ~ 3:1 (1YP)
~ ~ %/~`/i
ORAINAGE STRUCTURE 1 .50'
WHERE SHOWN ON PLANS CONCREfE APRON
4" THICK P.C.C.
- GRASS TURF INSTALLED CONCURRENT ~
WITH OCCUPANCY OF ADJACENT HOUSE ,
>
NOTES: ~'O • c ~
TYPICAL '208' POND
~
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN ~
THE WASHED ORAIN ROCK AND THE DRYWELL BARREI. SECTIONAL VIEW
(NOT TO SCALE) 2y46
~NAL
~ EXPIRES 9/24/ ~
scALE: 1»=20' INLAND \
208 CROSS SECTI4N
R IVERWALK 2 N D AD D ITI O N PACIFIC
ENQINEERINQ
707 wen 7th • Suite 200 (509) 458-6840
10/30/95 f\ Spokanw, WA 99204 FAX: (509) 458-6844/
/
~
R/W
DRAINAGE EASEMENT AS SPECIFIED ON PLAN
.
TOP OF BERM ELEV.m .5' BEI.OW THE NORMAL GUTTER
TOP OF CURB ELEV. L1NE ELEVATION OF THE LOWEST
+•201 CURB OROP TO THE PONO
NORMAI UTYPE
RB
3 MAX. GUTTER LINE
~1
GRATE ELEVATION ' j' °T ' • 3 MAX. ~ 3:1 (TYP)
.50' ,
i
Ali, All, All, d", hiLdl- CONCRETE APRGN
THICK P.C.C.
- GRASS TURF INSTALLED CONCURRENT
WITH OCCUPANCY OF ADJACENT HOUSE
NOTES:
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN NPICAL ~20~' POND THE NATIVE SOIL AND THE WASHEO DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. •
S ECTI 0 NAL VI EW 1,4b2Q
(NO TO SCALE) ~~'IER
f~NAL
EXPIRES 9/24/ ~
J
208 CROSS SECTION
scALE: 1N =20' l6iwc~~ I NLAND * \
RIVERWALK 2ND ADDITION PACIFIC
ENQINEERINQ
10/30/95 707 waat 7tn - swce 200 (509) 458-6e40
J\Spokane, WA 99244 FAX: (509) 458-6844~
_ ,
R/W R/W
DRAINAGE EASEMENT AS SPECIFIED ON PIAN
. loft
TOP OF BERM ELEV. _ .g' BEIOW THE NORMAL GUITER
TOP OF CURB ELEV. LINE ELEVATION OF THE LOWEST
+,20' CURB DROP TO THE POND
NORMAL ROLLED MAX. 3 GUTTER LtNE ~CURB
1
r--~ . • ,
GRATE ELEVATION • ~
3 MAX. A 4:1 (TYP)
.50,
DRAINAGE STRUCTURE 1
WHERE SHOWN ON PLANS ~ CON
4' THICK P.C.C. GRASS TURF INSTALLED CONCURRENT
W I T H O C C U P A N C Y O F A D J A C E N T H OU S E
TYPICAL '208' POND ~
"oTES: S O NAL VI EW
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN (N4T TO SCALE) ~
THE NATNE SOIL AND THE WASHED ORAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
EXPIRES 9/24/ ~
208 CROSS SECTION scALE. 1" =20, INLAND ~ R IVE RWALK 2 N D AD D ITI 0 N PAcIFIc
ENaINEERINQ
10 30 95 707 weac nn • Suhe 200 (509) 45e-ss~o
~ ~ Spokane, WA 98204 FAX: (509) 458-6844oor
, A
R/W
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN ~
TOP OF BERM ELEV.= ,5' BELOW THE NORMAL GUTTER
TOP OF CURB ELEV. LINE ELEVATION OF THE LOWEST
+'20' CURB DROP TO THE POND
~
NORMAL ROLLED
3 MAX. GUTfER UNE _\CURB rj~
1
,
GRATE ELEVAT1aN , ~
4:1 (nP)
3 MAX.
.50'
All- Ab- "AAW"ll. " \--C.C.
CONCRETE APRON
4 THICK P,- GRASS TURF INSTALLED CONCURRENT
WITH OCCUPANCY OF ADJACENT HOUSE
TYPICAL '208' POND
S ECTI O NAL VI EW
(NOT TO SCALE)
NOTES;
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN ~
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN ~ryu,
THE WASHED ORAIN ROCK AND THE DRYWELL BARREL.
fXPIRES 9/24 ~
J
scK-E: 1"=20' I NLAND 1
208 CROSS SECTION PACIFIC
RIVERWALK 2ND ADDITION
I PIOC
ENQINEERINQ
10/30/95 707 w«t 7tn • suite 200 (50e) 458-6840
J ` Spokane, WA 99204 FAX: (509) 458-6844f