26011 PE-1423F RIDGEMONT E #4
.
I I I
O ~ yC N _ ' ' ` ' , . . . ,I ~ ~ ~ ~r~ I P •
Ln Q 3 ca' ~ 125 00 S ~ @
01 1 3> P. 14P 4
Z7 C ,r~
mv O 9 --6 ~ + f-~ 3'.J
m
q. 3 (r7 I PD~ I~ x a ~
CY • C-3 I ~y ~ 4n ~ 611 1$'
m ~N ~ ~ LT? ~
aN
~
. m~ ❑ e o (T7 ~ , a -
N[i z m CD ~ j C c m
N~
-3 fD ~ k
-0
:3 ~ GTl , 0 LO T _
-u r~ < 4~
[b a
(D l1~
~
~(D CD K L, 25'_ iA
~ n ~ _ _ _ _ ~ p 1 Cli
W c Irastall 10" H[]PE pipe, 6 LF 0 1.676-~- ~615'
;--3 cn CID q~ frarr► corsc, inlet to drywefl 5
r"" ~
o i.E.in= 2038.1 0, I.E.out= 2038 00
O m N
~ r ~ 0 lnstol! Cvncrete Inlet, Type 1 - "
~ ~ rt with Metal Frame orad Grcate, Type oi e~
~ 5pokrane County Stondord p ~
CD ~ 5ta. 14+15, ,30° right, 20th Avenu4""D a'
Tap Grate, Elev. 2040.10 ~ e
t14 ~ Eacisting SirtgPe Bearrel Drywell, Type 3
Metal Frcime & Grate, Type 4
~ ~ • ' Spokane County 5tandard I ~r~• • q ,41.25
TC
5to. 14+15, 24° right, 20th AWenue
~
~EDO Top Qrate, Elev 2040.10
_
~ ~Instal! 5olis~ Metral Cov~r and odjus
>N ~ Property Line~ frgme 0t~o to,~ af sidewolk l 5
vs~
mz ~Uf$7 LIfle T
~py ('p - d ■ '
_,U ~ _ d ~ n 6 Q e o A
M000 e y ~ Q [l~ ~i"t
! O
D if~ ~J i 4 ]{T]~ 'j~./''}'n
~ 21 3iJ
l V ~
s ~
~
208 POND : SECTION DETAIL
- 5
. ' • ~
~
" r• ~r~. ts~~ ~."N flT Ti] SC ALE
v . • . ,g ~r~~,-•'~ h3
; ¢ Tr.
4 . ~.__,._r. _ _ . ac~ ~ •1~-~.•L. . ~,j gACK ANQ SIDES OF "208" POND
TQ BE t-IIf~HER 7HAN PAVEMEf+1T SIDE
~'^_-~..-..~_r . ' i.i f~ 'cil31#~'~'~~"_i4rdl Pti~ o p
i y.. t+rl;i ~ 43- 1
^.j- I •
•F W + ~..75`~ _ ,f n.. r::y ~ ~ z
PCN[] ENTRY ' ° ~ a
' k•`~ ` ' ~ ~ ~ F i- -y,A~~'F'ER`•PEA1V', 3' MIN - VRRIES
4' MIN
,
?i,t ~ . , _ ..r''U 1 x
. 3' ORYYVELL GRAiE LIN E PQN0 WITH GRA55 50O
S~Op,~,_a'_~~~ ~LqPE
Ar
- . . ' ' ~.._.~ati': ,~rw,•c_ _ . in ~
CflNCRETE CUR9 INLET. 7YPE 1 SPDKANE CO ST[] 4° PoRrL,ar~o 5L[~PE 50b TQ 70P fJF DRYWEI.L
cEnnENr coNeRerE: ~ DRYWELL ~ "208" POND FLdOR
PLA€J VfEW fVOTE . Pond flaor eleuakion an plan is top aT sod
POND ENTRY ~ PNDTE Ali dryhvells shafl be insiolled with iilter
~ fabric (AM0CQ #4545 ar ❑ppraved equal
arvund the Qrywell barrel cind between
'-ASPHALT--,., khe brain rvckond excavoted lateral ground
3. "L"=2' MlhllMlJM OR A5
EDGE OF PAV'T ' SF'ECIF9ED OtV PLfIfVS NOTE To calfecf sediment, a4'x4' (min,) piece oF t`ilter
DR 6ACK []F CU~2B fak~ric sholl be pPaced betweer~ the dryv~ell ring and
cover when khe drywe11 is installed, then checked
periodical6y and cleaned of sediment. Once grass
has been established in the droinpge swale, the
B. 3r~ fobric shvll be remoaed
k WA5
MARCN 7, 2001 ~
a~ RIQ~iEMONT EST,~1TES 6vO. 4 ~
~ 7TH ADQITIOhI
ANAL
V.~ 6impson M[RE5 TI171 ot Enginers, Inc.
~ CIYIL ENGINFERS dc LAMQ SIJRVEYORS
N.949 ARGf7NNE ROAd
SP(IHHANE, WA 99212 PN 926-1322
. I I I s~¢ ~ 1 f
WA~,~'~~ ' 30' Buildirrq 5ett~ack
. ~ ~ ~ ~p~ • 1 00 00 1$!
~ + ~LLe. i ! 1. I
QVAL y 6 CT,
IEWIRE4 7/17r (3 s-1 I , e o ~ E
I
~
~ I 4e f ~
9 I a
L
4
0 I 4 w
1 O
0 ° LL] ~
Lfi a 0 I-•
f
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~ ~ C~] ~ a W~ QO
v m 0 0 p~l*- pQN
~ ~ ~ ~ V7 J ~ I o ~ ¢ ~
a J w
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-
e
E ~ ~ f ~I-- LL_
~ ~ v
z LL,
Q'0 I m~ D~~+ Qp J~ ~
z n~
° a ° ~ m~ r-+
- I
a:2 vr V) ~ tl
cy <
55' Droinage Ea ement a C3 Q<
r___- ___ry-____.~_-- ~
d
~ c~ir
~ ' S' ~ 43'" + /
P ND
~ 7
- - - Q LOOR 3
El''U`,~`q $ ~
Pro)erty Lme~ ~(7=° ~'N`c: SJ~=, 4v, y ,26.9Q/
J4,~f
Curb Line ~ ;L ; . > • . c • - i~ 4 . d
' ~':r~ ` t' • r° ~"`4'i
r' r
G[JRB INLET,~ 1NI,DEEf'~a.~;, Q o~
yl 1
S P D K F ~ N E CO~ 1 N T Y= 54 T A N D A RD;•_ ~ Y F''~ ~ 1 a°~
STa. 9+46.1, LEFT, ~-:E. 0~27.Q2'' . ~ • ~ ~ ~ eq
A : ~ • , _ ~ ~ 2V ~11~
S l. ~ L• ~ <3 m J
7
GRAPHIC SCALE (TN EEE3)
0 10 20 E 40
~ • .
APRIL- 24, 2001
. .`$a
i• _ 20' ~ ''`I
L'OT 2,' BLOCK 1
This is na# on as-built clrar+inga q.,l , ~ . . , F~•a lwe
Any m❑dificatinns ca tr,is pian af~ert+,°;~ •~~GEMM1[~~VT ES.TATES N0. 4 ~~m~sa~ ~'~.~ers, I~c.
the date ora the Engineer's stnmp-+ CIV1L ENGIl~EERS dc LAMId SURYEYff3FlS
1101f]5 the Engineer°s stamp. 7~* I~H', ADdITION , N 909 ARGOMNE Rono
t o H SPBKANE, WA 99212 PH 926-1321
:a ~
- -
"208" POND : SECTION DETAIL
U_
° N{7T TQ SCALE
Ne ~
~ J
~
~a - _ ` • _ - Li x ~ aaCK AIVD SiDES 4F "zos" POND
" ~-,•in . c~ ca 7D 6E HaGHER 7HAN PAVEMEhIT SIDE
i ` 1•°' " ' ' " -'-f 6¢ •1e~. ` e 0 ~
:71 - h . d • I~ L~
f' =
e. r nµ • ,'K , i[E3,~" ~ ' 4 ~ ' C] C]
z .c
_ . _ . .PONIJ EhITRY ° ~t~s„ a0 a
z i15__PER 3P~~N, 3° Mf N V,4RlE5 = ~ = 4' MiN ~
• . - ~ ' ~ ~_tl [JRYWELL GRRTE LINE POND W1TH GRASS SflD
f
, 44 ~'Stt3t~~ : ♦ I ~ _ 4 , ~~~pr`
f - C~31VCR~~E CURB 1NLE7~ , SLOPE 50❑ TQ T~7P OF DRYWELL
4" PDRTLAND .
TYF'E 1 5Pc]KANE Cfl 57D•~:: CEMEN7 CCINCREtE
• , DRYWELL ~ "208" POND FLOOR
PLRlY VIEW , ~-N_.- -1,~ NC7TE Pand floor elevateon on plan is top ❑f sod
y , . .
' - - POBlD. EPl7RY NC)7E Afl drywells shall be installed wotrh Fdter
`frobric (AM0CQ #4545 nr opproved equal
~ { mf ~ orcaund the Dryweld borrel and betrveen
ASPHALT-.," the Drain rocK and excadated loteral graund
` 3' ~ "L"=2' MlNIMUM OR A5 NOTE , To collect sediment, ci 4'x4' (min ) piece ❑f fdter
EQGE OF PAV'T / 5PECIFfEd DN F'L.WNS
fabric shaA 6e ploced hetween the dryweli rmg and
0R BACK OF CURB enVer when the drywell is installed, then checlsed
psriadically and cleflned o# sedimerot Clnce grass
has been estQl~Iisher~ in the drainage swale, the
fahric shail be remeavad
~ w~ ~
MARCW 7, 2001
R1 DGEM ON TESTATES NO. 4
~a r•~,.:~.~..-~ ~ 7TH AMMON
Fo~ume sau
~ nc~~~~s ?11 IJ c~ . ~ ~ im,ps~, ~~,gime~rs, Inc.
~~j
CML ENGIPIEERS ~ '1AEdL~ SllRVE1'ORS
V~ 909 ARGdNN~ R~AO
SPOtSANE, WA 99212 PN 925-1322
' . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~
8000
J
~
Q 00 ~ V
0 fn Q Q0 p y
Lo CD 0 M ~
~ C'i U~ 0) N y
~ 4 0 3 N~ 02
4 o r- p rn w
O ~
C/)
~Ei z
m ~
o p
~
Double Barrel Drywelis, Type B
zo' 20' Metal Frame & Grate, Type 4
r-- Drainage Easement Spokane County Standard
Ln Sta. 7+80, Sta. 8+10, 25' Lef-,
c"i 21 st Court. Top Grate, Elev. 21.25'0
N
NI ND 17 LOOR L'S, t,-------------------
~ V. 2 .75' ~ ~ ~ ~I. ~ . .4' I r-~. 'property Line ~ °
$,~'~O6 ~ , • , 80.00
/ / / / / ~j ` • ' . Curb Line
/171N ~
4F N-4.5' _ , ,
~-CURB WLETS, 5.5' WIDE, 8" DEEP
~
~ SPOKANE COUNT,Y STANDARD, TYPE 1
N Do ~ • STA. 7+82 IE 30.10 / 7+95 IE 2 . 29.63
j " ' ' p a►AS
21 S~T -CO`UR T °
, . . - -
,7
GRAPHIC SCALE (IN FEET) ~ ~ • ~
0 10 20 40
` i
MARCH 7, 2001 , ~
i' = 20, - ~ : ~ , . 1 iRES. 7117/0 ~
~LOT 3, :BLOCK'~ 1
This is not an as-built drawing.`' ' ~ C. °oi"'0id1918
Any modificotions to this plan,after RIDGEMONT ESTATES NO. 4 Vtimpsan, Engiieers, tm
~T~ VIL ENGINEERS dc LAND ~1RVEYORS
the date on the Engineer's stamp;-;n;-i p
VOIDS the Engineer's stamp. '~•'C/`~ I'H~siA- D aITION'~ ~ N.909 ARGONNE ROAD
SPOKANE, WA 99212 PH 926-1322
s~~G V[~ P[J1YlJ . SL C1 1O1'Y L►E1A1L
C) x NOT TD SCALE
Y _j
[,J Q
4 ~
BACk AND 51C]E5 OF "208" POND
c~i a TO BE HIG1iER i'HAN PAVEMENT SIOE
o
CJ3
.
. - ' ' , '
CL
-
.M .°~~fr`: , . _ _ }i - • LiJ_I~ C)
POND E1VTRY'~ 0
ti a
r..I+~~.sAtPLAIV, 3' MIN -R-+ VARIES ~ - 4' MIN
_ „ ~ µ ' f • _ `.3'' flRYYVELL GRATE LIhIE POND WITFi GRA55 5(]D
s~aAe;_ zi. Q~
SLOPE 50[~ TQ T~]P OF DRYWELL
CC}~fCRET~ CUR~~16~LET. 4°,POa7LAND
TYE'E 1 SPOkANE CO STD:'-CE+~E~r~' con~CRErE ~f pR''YrELL ~ "~208" PONC? FLQOR
PLAN IIIEW • 1
iJO7E Pond floar elevativn an plon is top af sad
,
~
, POND ENTRY tVOTE All drywells shall be tnsfolled with filter
. • • r•:s~ .:.~a= fo6rrc (AMOCd #4545 or appraved equal
- ~ . ~ oroune~ the arywell barrel ❑nd be#ween
~~R~A~~~. the Drain rock and exc❑vated lakerai grnund.
~ 3, ~ ,C=2' M1dVIkfUlvi OR A5 ryl7TE Ta colfect sediment, ❑ 4'x4' (min ) piece ❑f fdter
EDGE C]F PAV'T SPECIFiE❑ flN PLAAES fabnc shall be placed between the drywel4 ring ond
DR BAC1( OF CURB coVer when the dryweil is 3nstoHed, then checlced
periodicsalEy and cleaned of sediment. Qnce gross
has been established in the droinQge srvole, khe
B. fobric shall be remaved
~g WA,~ ~
MIaRC'H 7, 20{]1
"~'.c•
RIDGEMONT ESTATES NQ. 4
~ 7TH ADDdTION
~
s.~ FaeM"d 1946
~EVtRES 71171 o E. ~ 6& irApsDn Enyineer5, lnc.
CIVIL ENGiNEERS Se LAN6 SURVEYORS
N.sas ARcoNNE RoAo
SPfllfAH£, iNA 99212 FH 926-1372
• . . . . . . . _ . _ . . _ . . ~ . , . ~ . u. V . , -
8000
~ ~ 3
3:
~ ~ -
~ ~ 0 ~ ~ ~ ,
0 ~
m aEi Fn o-) u~ .0) 1
C-i
cn w° r (7 ~ D
'v a [O U) ,
_ co
0.
~
~ _ - -
aouble 8arrel ❑rywells, Type B
Metaf Frame & Grate, T'ype 4 20' 20'
SpfJkatle CQEJrlt]I Stc]ndC,]rd Drainage EOosement -1
- ~
Q Sta. 7f80, Sta. 8+10, 25' Left, I ~
21st Caurt`Top Grate, Elev. 29.25' -,I z~~
~ i it N❑ I LODR
Property Line V. 213. 75' 5I
o ~8 ~ : , , . , ~ i ' /
_ , ~ • . . . _ a.~, ~ / ~ ~ ~ $4. DCJ
Gurb Line
. ' AFN A-i~.4.5' ..~/~N
C1JR8 INLETSt. 5'5,_' :WIQE, 8" QEEP-----,;-,f-
~ SPaKANE.,GpUNTY STANDARD, TYF'E "I'• ~
CN STA. 7+82 IE 317:1 ❑ f ``,7±95 "I€ 29.878+08 1. E. 29. ~M w
, ~ , . - '
~G fi
1S1+ 45C7.OCl ,~a ~T~_! 11~~r} ~
. L:~ T
S89'20'22"E . " •
GRAPHIC SCALE (IIV FEET) '
k7 n 10 2W n 40
i ♦ ' ~~J
MARCH, 7, 2001 , ~ExpiRES _7]1TIdI ~
i• 20• LflT -4,~ 'BLQCK 1
This ds nvt an vs-buift drvwing ~3 = , { • °o"'did 190
I
Any modifications to this plon ofter':k= RjDGEMpNT oESTlgl"TE~Jy NQ. 4 & i'~`~S''' E~~~s' I~'
tF1e date pn the '~ngineer's starnp c•~a ' n~} pI CI41L E~7~INEERS dc LAMQ SURI+EYQRS
N 909 ARGONNE ROAa
VOf❑S the Engineer's StC1Inp. ~7a~~ ;4 `AV V I TIO14
SPOkANE. WA 99212 PH 926-1322
„2a 8» POND : SEc TION DETArL
~
° NQT TO SCALE
u ~
¢ ~
~
1~ BACk ANQ SIpES OF "208" POND
~ ur o ~ TO BE HIGHER 7HAN PAVEMEN7 51[?E •
~ ~ . ~ ' • n ° o
' f ~::;r. ~i_~ • ' ' w
~ , _i33~,~• . r'- ~p[]6~~] E~1TRYr ~ a ~
fA .YF-'°~• r.d'~~~`~1 ~4i~~.`• r_,+[
,~a•~~•wt~ _AS:PER P~LAN, 3' hilN -im-f- VAR1E5 4' Mi(V
J ,k sti, r~
• . . 7 . ,
~ _W _ w_ . . • ° , _~°y , • a - ~ DRY4YELL GRATE LIh1E POND WlTFi GRA55 5Q~
~ --•m m ~ _ y - - . , , 4'-I iStOP~~ 4
SLCJPE 5bC] 70 7OP QF flRYWELL
;C(31vCRETE CURB~ INLET, 4° PORrLnNo ~ .
TYPE 3 SPOkANE CD. STD.
CEMENT CUNCRETE ~f DRYWELL til "ZC}$" POND FLOOR
PLAN VIEW: NpTE F'ond iloor elevation ❑n plon is top of sod
s•-• ' . -
PdNC) EN7€~Y NQTE All dryweEls shall be installed with fiiter
. .
, • . ' ' ~ ~ fobric [AMpCO #4545 or appraved equol
..,"~-ASP.HAL-T'~` armund the Drywell barr€I and between
. - • , tne Clroin rock ❑nd exc[avated lalerol ground
9 3' + ~~~i~=2' tv11NIMUM QR AS N❑TE To collec't sedirnent, a 4'x4' (min ) piece of fiiter
EDGE OF PAV'T ~ SPECIFIED OIV PLANS
fobric shall be placed hetween the drywel9 rirrg and
[}R BACK DF CuRB coaer when the drywell is installed, fhen checked
perirsdically ❑nd cleoned ot sediment Dnce grass
hos been established in the drQincrge swole, the
fobric snali be remcaved
MaRCH 7, 2001
RIaGEMONT ESTATES Na. 4
~ ~ 7TH ADD1fiION
Fewsdad 1956
~
- ~ irrzpsnn Engineers, Irrc.
CIVIL ENGINEERS ck LAN6 SURVEYORS
R1.9139 RRGONNE R[7Ap
SF'OKANF, WA 99212 Pdf 925-1322
- - - - - - ~
21ST COURT :co
r4
Curb Line ~
Property Lirae ~
80.00 80.00
C)
- - - - - - - - - - - - - - - - - -
0
~
~ Y
~ V
~ ❑
E p
a) y
D
W pi
~ C
~
~ Z) m
~ r00 r-- 00 a a I
~ r)
cr) 4~0 cy)
r~ cV rry
C7 ~ C~
C) 0
Z z
, . . •r,. , . ,
~~.~..+G_..-_r
i .l rLn . e _ - .
' ~Y I~i - - ~ t` i
L
J ~ ' a ~ V} • . 1^i~~ M~ I
aRl
~ p rr
10' Orainag~ E~aserrient
I . ~ V/JIIff~',~
_ • _ .
~ Gonstriact Earth_6erm-~ . ~
~ ' - , • • . , Q ' :a
GRAPHIC SCALE CIN FEET3
Q 10 20 40 ~ ' ' • n f ' 'a .1
MaRCH .7,~ 2001 F-xPiREs
.r +Y
r' - 20 , . , 4. -~LOT 13, BLQCK 1 ~ - . . .
This is not on as-~built drawing. - s 1A1°
Any mo[iificratic~ns to this pion ~fter;;~-,~I~aGEMQN~T ~~STATES: N0. 4 ~ 'Vimps~ E~~m, I~,
the date rsn the Engineer s 5tnr~p ,ay ~ _ • ~ ~ + n (~p~ ~ pVIL ENGfNEERS ~C LANg SIJRVEYORS
IIC~IDS the Engineer's StOmp. 7;TH ;ADL1I TIVi Y ' H.909 RRGONNE ROAD
SPOKAldE. WA 99212 PFi 928-1322
, . 5,.. . . ~
~
L
~
d C
4L J DIf t Be1'f'71
varies ~ 1 , • - - - - - ~ . • .
, ~ . _ . . . .
Eiev. ',2aZfi.a : ~ ' . ~
'~•1 ~ 1 ~ ~ 1 ~ ~ r ti; • . .
2 , . , , • _ 3't
Existing wGrour~d ,
~ ~
aETAIL SECTION OF B ERIM,~T~~.~_.~~
. - . . .t
Nor Ta scALE
(Lo o k i n g Ea st) _ ~ a . ~ ~ . : _ •r.. - e
' - ` • r . _ " ~ ' ,
B. ~
F 'W~ ~
NYARCH 7, 20[]1
i " RIDGEMONT ESTATES NO. 4
'77TH ADDITidN
F~mara ~w~a
~ ~~R~s ~ _~'11 ~le [ ~ ~ impS4~, Engi~ers, I~.
aN1L ENGINEER5 & LAND SLlRVEYORS
N.909 RRGDNNE ROAQ
SP01(ANE, WA 99212 PN 926-1322
21ST CO UP
cuRB
curb Ldne o - 90•00'00°
R = 20.00'
Property Line~ L = 39.42' ~
~ 80.00 0
' - e
Dauble 8arrel Drywell, Type B - ^ - - - A - - - ~ 26. 1 _ TC I ~
° Metal Frpme & Grate, Type 4
Spokane County Standard 5ta.
15+75, 30' Left, Pianeer Rd. ~ ~
~ TaP Gfate, El£:V. 23.10'
Ld ~
~
I 4
I ~ co ~ ~ ~
~ r~' ~ F~
C a ~ w
~ C14 ~
z
~ ~ ~ atl ~Qw ~ ~
w ~ + °a T ~
:2 ' 27
~
z :3 ~ z to~~ J
~ LJ pl- ~ D
~ ~ 0 J 5 ~ ~ 15',.( ~ 7 ~ Q a z ~ °
f ~
E f
Ld +
~ Ci m Z u-s
° ~ • I 0c~-~ d
z
- O~ 1 ~ rv V) v3
s f J
/~C) : Q4 ,
rQq
• , - ~ ~ : ~ . " J ~.L~ , a ~
~0
r, ~
a-
~%T/~
10' Drainage. Eosement = - ' 1 5! ~~31
V//I///~.~ 'l1111111/ 1 00 _ff//.~1
1 f , .
~ '~"-Construct IEarth Berm
GRAPF#IC SCALE (IN FEET) Ssngle Barrel Drywell, Type A
o 10 20 40 ; - Metal Frame & Grate, Ty,pe 4
Spvk GQUnty 5tandard 5ta.
~IPRIL 23, 20Q1 +45, 28' Left, Piarreer f~d.
1' = 20F ( ~'~T B 1 Top Grate, Ele~v. 23.1 i]'
1'his is nvt on os-huilt drawin g.
Arty rrtrsdificotions to this pl[an ofter R I'DGEM ~S TATES NO. 4 gimp5~ Inc.
the date on tF~s Engineer's stamp - aw~ FwGN~RS ac uwQ suRvEV~s
VOIDS the Engineer's stamp. TH I~IQQI •T~~~ N 549 ARGf71dA1E ROAD
, . 57OSANE, WA 99212 PH 926-1322
~
7.
aa2U8 11 rO1V D : SEC1 1 U'N DL' TAIL
0 MQT TD SCALE
x ~
¢
<
3~~
m o BACK AND 5iDE5 OF "20$" POND
r N p a TO BE HIG~i£R THAN PRVEME~l7 5fDE ~ ~ o ~
- ¢ o LL ~
- ' a . ~
s , • L' • ` C) o
P-ONb ENTRY • 'W 0~ ~ °
CL
~ • ' . . i .}'AS°` PER PLAN, 3° MIN --*-VARIES - 4' MIN. ~
I~ ~1 3 _ . : • • t ~
` C1RY+NELL GRATE LINE POND WITH GRASS SIID
_ _ _ . _ E ; ~
S~pp~
- - _ • _ 4-1
Lpp` , ~
A,
E'
~ CC]NCRETE CURB 1NLET; " ' ' • ' m, ~ ~ 5L[]PE SOD TO TO1' 0F DRYWELL
4,. PflRTLAN6
TYPE 1 SP9KAINE Ca 5'iD
• CEMEddT CONGRETE ~ DR~~ ~ "20$11 POND FLC1C}Fd
.,I]LAN VIEW.
NOTE Pond floor eEeVatian an pion is tvp af sad.
POND ENTRY NOTE, All drywells shall 6e inst411ed with ftiter
fobrFC (AMOCO #4545 or appraVed equal i
~ M a r o u n d f h e ❑ r y w e 1 1 h a r r e l a n r~ b e t w e er r
~
6 ASPH,4LT~ • the Drain rack and excavoted 14terol ground
_ 3, "L' _2° f~41fV1MUM DR A5
Ea~E QF F~AV'T ~I- ' NOTE : Tv callect sediment, a 4°x4' (min.) piece ❑f fdter
SREClFIE❑ DN PLANS
fcbric shali be placed between the drywell ring and
OR BACK OF Cl1RB
cflver when the drYe11 is instolfed, tY~en cheGked
penodicaliy and cleoned of sedirnend. Dncs grass
hos been es#oblished ira the droinage swple, the
E. fohric sholl be remoaed.
VAAS,
MARCH 7, 2041
RIQGEMONT E57ATES NO. 4
~7TH AaDITION
~~j.~ a~ ,~a
~~R~s _~1171 u.~ ~ L°'irnpsnn E~,g~ineers, I~,
~ crnl eNcinE~s a~ uaNo sur~v~oas
W.9S3J AFdGOhiNE RflAp
5?OE~APIE, WA 99212 RH 925-1322
~
~
~
C- a~ 1
Q--C:
; , . ~.5• ~ - , , . .':j .r~:r~~~~,f~:: Qirt Berm
'f ; ;LJ na~ '~~~r`gt"' ~.~i~~~~~!~~ _~r'-.~s1~~!~~:: ii~iries d i
~ ~ ~ :~~'~a"' ~
J Elev. 2026.0
• ~ ~>:9,~ } l ~•r ~
- - - . _ _ - - _ 1 1 'c
r, ~ _ - - ~.~r`~ ' ~Y 2 ~
~a__ _ ~ r'^. ~z•z ;,.~1-`~.: ~".,iv~~~.";~~ Existing Grflund
~ ' E~ • ~ ~ilf ~ lr °s! ~..11'~'~
Y : , 1 ~ . ~e L.. i s '
_ ' .w ._`.i: 1'~~ : :~m ' .r`t, • . ~ i L'ii,~ ~9~ :iiT ^ kr
+ji' 'Ic ~ at-,ra ~e F . , J .,.:5:~~;ari:' i.si•,.. 1a7''"s
.
~ e ~ y, • - 1
'i . . ~ t n - _ •1
rt 4 ~~x
. .ri .
•I ~ ~ SECTI ON 0 F BERM
•w,~ N'~_T ~,Ta,v,SCALE~.
(Lookirag East)
~rrv :wr~'~ti. w ~ ✓ ..r.~~.."`..--~,..'~ ~..r ~~c'r.,~eC, .r
~7 r~~~y
M1'p1Y~lJI-p ~+y~ 1 LI
RIaGEMONT ESTATES NO. 4
7TH AODITION
t ~
~~~E•:r.~
Fwndd 1946
~ EJCPIFiE~w Ye f~ Afl~i ~ s'~7]i.~$I'1~. ~''r7'Ig'~7eef`$, 1?ZC.
_ GVIL ENGIHEERS Sc LAtdp S1IRVEYDRS
N,9{}9 ARGBNNE ROAD
SP4KAHE. WA 99212 PH 928-1322
~ , .
- ~ - I
2V TH AVE• N ryG, s~
co
6 ~
CD Existirrg Curb Line~
e - °
b ~ V p ~
9 V 9 `p ~ %
q d rr ~
zt7 d r
lC3
Z~J (~Ca 41. FJ{7 TC
Remove Existing Curb Inlet, Type 1~ ~ 51
a
Ir.stalL2_ Curb Inlets, Type
2 @ 4' Wide, 8" Deep L, I
Sta. 14+08, Rt, 11 40.63' 5'
i ~5 40'
k +S ] fl ~
C31fM0gE ~GtYS:~~~ a
Q} ~
~ ::3 ~ l11 e ~ {D
fl3 _Q~ N ~ 0
~
. d' `r ~ ~ ~ ~
~ t~ 0
0 -C C: ~ ~ ~ ~
~ ~ ~DU~ ~.o [~j~°I p)t~!
p
Q' R O ~C ~ e} ~
~ Cf ~ ~C7+~ ~ ~ 0 CT10 '0 ~ LrJ
Cy ~ (f7 E fy 0 ~ 9 t`~1 -
m 1„ 7I~E - C7 7LJ}, .
r
(D Q 0 ro IV p C ~
CD -p-C ( , ~ ~ wx--0;1
~ o _rc
~ +;(j)n~ ° +"°'o - ~
~ ~
I Ll a~ ~v~---a
rL7J C7
~ tti - ~ r ~ II
(!3 ~ 0 0 4.E E ,C
~ x 0~ Qi ~ a ~*V ~J7 ~ ~
LtJ 0 ~ 0 ~
I •
~
• ~ ° ~F ~ ~ ~ ~ ~ d
f ~
0~ ~1S.w~a411 Y'°~ I EL 0 ~ 1
~ -•lf~ ~
NqL
~ 1a' Litiiity ~~~ement I I,o' 00
- ~ EXPIRF-s 711 `TI 6 E i -
30' Buifding Se#bock ~ 30' ~ . 25' ~
, 00.0a
GRRPHIC SCALE (IN FEET) ~
0 10 20 40
MARCH 7, 2001
I
l' = 20'
This is not ❑n as-built drawing LOT 1, BLOCK 1 FwnQvd 14~8
Any mo~ifiCations to tnis plan after RIaGEMONT ESTATES NO. 4 ~JMpsrm Eng~neffs, Inc-
the dote an the Engineer°s stamp h~} ~yI ~r'} ci~L Er~GIn~~s a~ ~w❑ suRvEYORs
VOPDS tFle Engineer'3 SfaIY1p 1 TH I"IUUfTI~.JN N.903 AFtGDNhIE R[lAp
SPOICAHF. WA 99212 PH 92$-1322
,,208" F'n11TD : SECTION DETAIL
~
~ Nf7T TO SCALE
[f] ~
<L <
~
BACK ANQ 51DES OF "208" POND
~ c TO BE FfIGMER THAId PA'~MEI~T SIO£
~
~ D
s,..r m e7 a -
PON❑ EN7RY ° U a- ~
A5 RER PLAhI, 3` MIN -z--~ - VARIES 4' Mi1V
3 DRYWELL GRATE LINE PCYPJD W YH GRASS SflD
z~
c}Ldg{``
4 y SLi0p~' - ~ _ 411
~ SLQPE SOD TC] T[5P 4F C7RYWELL
-
CQI~CRETE CURB INLE7.
4° PoRrLnNa
• TYPE l SPQKRNE CO STIJ CEhiEMT CQhlCRETE ~rDRYWELL ly "208° FCYNQ FLflQR
PLAN VIEW N(]TE Pond floor elevbtion en plon is top ❑t sad
POND ENTRY M11O7E All drywells shall be Enstolled with fslter
~ fobric (AMOCD #4545 nr approved equal
4 4 around the Dr ell barrel orrd 6etw2en
---ASI'HALT~ the Drain rock ❑ncf excaaoted lateraf ground
3-~ L-2
~`5 NQ7E To colleGi sediment, a 4'x4° (min ) piece nf filter
E~7GE DF PAV'~ ~ SPECIFIED ON ~LAiVS fabric shaf1 bs placed between 4he drywell ring orrd
OR BACK OF CUR8 cover when lhe drywe9l is instal9ed, then checked
perivdicolly and cleaned of sediment. t?nce grass
hos beerr es#nblished irr the drainage swale, the
B, fabric shall be removed.
~ WAS
~ 44~
~ p MaRCH 7, 2001
RIDGEMONT ESTAYES N0. 4
o ~
7TH ADDITION
V'1,~ t~ r-ad tsu
ExPIREs 'V impsan Engineers, 1nc.
~ CIML ENGINEERs ae LAtio suRVeYoRs
7J.909 ARGC7NIdE RQAQ
SP[1HAME, WA 99212 RH 926-1322
• ` REcEIY E~l
i,J
~ ImpSon 1='nc)i1'1Pe(S, InC. JIJN o ! 5~~~~ 28~`,
ECClJiUry EAdGINELF3
CIVIL ~1G[[~EEF~S aND LANQ S~JF~VEYg~tS
N. 909 Arganne Road • Spakane, WA 99212
~ (509) 926-1322 • Fax: 926-1323
T(3:
-PE
~
SUBJECT: ~a+ ~ta-►, L (Gr ( 7R1cl,,ic,rrrw...`' E~'~,~ewN~ ~ 7-ffl
'd3RTE: G.= e-7 r4r _1 h"~i,vj'm G 'C~_ L, l Si!> 4 ~(R L Pd4 a" I
t,,.f i~, c_.'6+. ~~,c~ „~.s hs ~ 't.".:.,uc~ ~ r~~ . ~ ~ F s F~r r-~ ~r 1~ ~[o ~P.
d~ ~L'~E`L~~~ 7
n
0F... c~' i.t r, L) o x f~ s l t2~ 4--rcs ,d.
t':~ ~ c. m._r 'S G~.e.~~~` G ~s ~vt l~~a.+~._~ , !in
1
Slgned
,r
i
E. ~
- - - r~ wAS`~
co 21ST S!O J
~ ' ✓V
N Cl1RB
Curb Line ~ t 9967 90'00'0c"
R = 20.00'
Property Line L = 31. 42'
d
80.00 ~Ft~s 7A 71:D 4 0, ~
fl k
- s4- - - - - 26. 1 YC 94
\
o
Cvncrete 9n9et 1 5+75 30' Left
15 LF af 10" HQPE pipe
v
5ingle 6arrel Drywell 15+75 15' LT ~ . a ~
Ld~
I -0
~ ~
~ Li Q rli N ea
m v ~ a t7 N r~ s
E Q Lj
d f a Fr cn - a
27'
@ z
~ ?F cn Z w
p O ~ p(] ~ 1 5' 15 - 7' J ~j
li7
a` ~ ~
L) ~
~ ~ ~ L'i +
OW < r
~ ~.,e
UU B
~
04 ~N~
ci .
r`'
o~
1 ~LL,~ d ~
0~ ~
~ z~
c =
~
~
_ - - v - ~f32
10' Drainage Easement
ao
~ ~Canstruct Earth 8erm-f
~ (Conc'rete Inlek 15+45 28' Left
GR,4PHIc SGALE <IN FEET) ~1, 3, LF af 10" HapE pipe
0 10 20 40 5i6gle Barrel Qrywell 15+45 15' LTi
~ I
APRIL 23, 2001 ' 1' = 20'
L~T 14, BLUG~ 1
This is s~at ❑n os-budt drawing.
Any madificotivns to this pfon afker RIDGEMONT ESTATES NO. 4 6 ZmpSon ftfiTwers Inc
the date ❑n the Engineer's stQmp £dlilL EMGUdEERS & LRWD al.lRVEYORS
VQIDS the Engineer's stamp. -7 ITH AdQITiON N.sos nRcaNNE ROna
SPcKarfE, wA 99212 PH 926-1322
~
~
~ 30' Building Setback 30' 25'
I I Qs~ " ~
~
100 00
f io' ,s° ~
i -
~ + -
I ~
~ I Q
4-; I ~
L
~ ~ f ~
m ~ u I Q ~d w~
Ln d o ~
L ~ J
C v ~ ~ [~I ~ I ~ a f~
0 ~ w co
0 m 0 ~ a1 Q~ ~0 N
Ld <
°
~
_ • c, r ~ c~ I ~t ~n =
~ m ~ C~J
~ itj qj A ~ H I
LL-
ra c m°~ p~°} Z f P J 7 Z J
} ~ I ° a Ltl C] _
i C3] ~
'~'~J,~ ~ v ~a ~ z N
0 C)- E7 laJ +
I
r ~ ` ~ ~ (!Y U7 ~ ~ a ~Q ~
ri 55' Drainoge Ea fernenf
U D
~al~"cs~~ I 5~ ~
o ~'S I / ' f
~
~i
s _ EXPI E 5
o er y Line~ $c) oo
i
' Curb Line
1 ~ uJr¢ a ~
[1 20
ClJF28 RNLE~f, 6" WPaE, 8" DEEP .
L, SPDKANE COIJ~JTY STANDARD, TYPE ~ v~~ I
co " STA. 9+45.7, LEFT, I.E. 27.23'
21Sl COURT CS Il II II
GRAPHIC 5CALE (IN FEET)
(J 10 2[} 40
f MARCH 7, 2001
i• = 20I I
This is not an os-buflt drawing LOT 2, BLOCK q
I _c
Rny ~,fldifCatio~,s tQ tnis pia~, after RIDGEM[~NT ESTATES NQ. 4 Vimpson E~,~~rs, I~.
the dote on the Engineer's stomp ClVIL E7VqNEERS & LArJO SURVEYflRS
VOIDS #h0 Engineers sto~,p. 7TH AaQITfOIN N.909 ARGC7NI~E RflAD
SPOlCANE, WA 99212 FH 928-1322
„208" POND : SECTIOIV DETAIL
~
hJC17 TO SCHLE
~ Y
U Q
4 ~
me Li BRCK ANp SiDES OF "2{]8° POND
V) ~ p 7d BE HEGHER THAN PaVEAAEN7 51DE
>
~ o p
~ 0 I~; ~
s, a 0:1 m C]
L7 fr Z z
POND ErvrRx 0 ; 0 °
AS F'ER PLAN, 3' M1hJ - VARIES 4' MIN ~ I
r I~ 3 DftYWELL GRATE LINE POND WITN GRA55 SOp
~ ~.SLOPE~ SX-pPE.
. ~ 4
~
Cf}NCRE3`E CLJRB IIVLET. 4",RQRTLAfVD SLQRE SOC7 T{] TQP dF ❑RYWELL
TYPE 1 SPC]ICF!A!E CD STC} CEFAEN7 Cl7NCRETE qRYWELI "208r" F'flhlO FLOOR
F'LAN VlEW NC1TE Pand flflor elevotion ❑n plan is top af sad
POND EtVTRY . IVQTE All drywells sYsbll he anstalfed with (iFler
(ohric (AMC3C0 #4545 or approved equa4
flround the DryweiP horrel and hetween
-'_ASPHAL7 ihe ❑roin rockond exca+~aked loterak ground
"L"=~' MI~fIMUM OR AS N07E To collect sedimerrt, 0 4'x4' {myn } piece pf fdter
EC]GE OF PAV'T / SPECIFIED ON F'LAIVS tabrie shall he ploced bekween the drywa91 ring and
OR BACK OF CURB couer wherr the drywell is instal4ed, then chec'ked
periadicolly ❑nd c9eflned af sedimenR tince gross
has been estohlished in the droinag,e swale, khe
~51 fabnc sholl be remoVed
~ WAS
MARCH 7, 2001
RIDGEMONT ESTATES N0. 4
7TH ADDITIQN
F-dd Ieia
~~rn,psDr~, Engir~.ee~s, Inc.
E]c~~RES __711171 c) i.
- CIV1L ENGINEERS ds LAN❑ SURVEYaRS
N 909 ARG(lNNE ROAD
5Pd71CAHE. WA 99212 PH 925-1322
L~~- M
~
~ . . . . . . . . el
$00❑
~
` LO CO
0 00 ~ x w
w
~3 ~
4 p 3 N t) N ~ ~
~ ~ b CP w
O
U7 -
m ~
'C~7 p
fJauble Barret Drywelis, Type B
2o' 20' Meta! Frrame & Grate, T e 4
F Qro-i~,age _Easem~,t- SpDkQne Gounty Standard
i'' 5ta 7+80, Sto 8+1 0, 25' Lef ,
21 sk Cc~urt. Top Grate, Elev. 2 . 2i'o pr)
~5ND ILDQR 5 _a_~.--
~ V 213 7~ Property Line~ ~ 8d ~a
80 DC7
~
.r!N4.5' Gurb Line
_7' •GURB 1NLETS, 5.5' Wli]E, 8 DEEP
SPQKANE CQLJNTY STANDARD, T1`PE I
~n
N co STA. 7+82 IE 30.10'I 7+95 IE 2 29.63
_ 21S,! L OU R1 vF ~''~s
- - - - p
p~ F!
:.7
GRAPHac SCALE (IN FEET)
~1,,-~ - •~V~ G
o 10 20 40 r
_j
MARCH 7, 2001
20' ~ ExPIRF-S !lI 17I 0- ~
This is nvt an ❑s-huilt drpwing. LOT 3, BLOCK 1 F~,~aw 104e
Any modificatians #o this plon after ~~7~. sc17~ ~ i,.e~1,5t
RIDGEh~aNT ESTATES ND, 4 ~n~ ~
the ddte on the Engineer's stamp CIVIL ENG7NEERS 8s LAND SURVEYC]RS
VOIDS the Engineer's stomp 7TH ADDITION N sos ARGoNNE RORIJ
SPOKAME, wfR 99212 PH 926-1322
- - ~
"208" POND : SECTION DETAIL
~
° NflT TO SCALE
v ~
a $
3
t. ~ BACK AND SI[}E5 OF "208" PONC]
~ N D p TQ 8E HIGHER THAN PAVEMENT SIL7E
>
~ o 0
<
0 i ~
z z
PC7N0 ERfTRY ° 0
Q ~
A5 PER PLAN, 3' h+ilN VARIES _ 4' PviIN, ~
i ~ ~ ~ DRYWELL GRATE LINE PONC~ W1TH GRASS S0D I
4 ' -r,_ I Z ~
~ ~C t]p~ ! ~ _ - - F 4 ~ 54pPF.
CONCRET~ ~URB Ei'JLET, R•,~ 67 io SLC]PF 5f1CY ~'fl TC1P C}F QRYINELL
TYRE ~ SPC7~Af~E C~ 5TD a" PaRr~a,NO ~ ` • - - - - .
CEMENT C4tuCREPE ' DRYWElL ~ "208" POfVO FLL3OR
F'LAN VIEW N[JTE Pand flaar efevcrtion on plan ts tap af sod
f
~QTE AI4 dryv~ells shall be orastplled witYr filter
P0~7 EN7RY ~TL
fabric (Ah+iC]CO #4545 or ap,proved eqval
ASPFqAL7 araund khe Drywell dorrel and betu~een
the Droin rock and excaVated lakercrf grounci
3, C=2' MIPfIML7M DR A5
E[7GE ~lF PAV'T SPECIFIECJ QN f'LANS NO7E 7❑ calEecf sediment, a 4'x4' (min ) psece of fiiter
C}R BACI( [3F C~kRB fabric shol6 be plraced bekween the drywell riny and
cover when the drywell is installsd, then checked
periadiea3ly and cleaned pf sediment. (]nce gross
has been estoblished in the drainage swale, the
fabnc shfllR be removed
~ w~ ~
t MARCH 7, 2001
~
RIDGEMONT ESTATES NO. 4
7TH ADDITI[3N
~ ~ ~
. FoundW 1448
~F-XQiREs 71# ~1 v,~ ~ 6 im,pscm Engineers, I~tc.
CIVIL ENGINEERS ~k LANp SIJRVEY0ft5
iJ 909 ARG6NNE R+1A~
~OKAHE, W!A 99212 PH 92F-1322
. . . . . . . . . . _ . . . . . . . . . . ~ . . . ~ . . .
80U❑
5 4 ~
~ „ -
~ ~ 0 00
o~, ~ ' ~
~
L~~ ~
~ ff' ~ U) ~
~ -
f17 j
C) -C)
r'] r
~
g
C3ouble 8orrel E3rywells, 7ype B
M~tal Frame & Grate, Type 4 2Q 20'
5pakane Gounty 5tondr~rd I?rainoge ~asernen~ ~i
~ 5ta. 7+80, Sta. 8+1C~, 25° Left, ~ f i f r ~ 1
21 st Gourt. 7o Grate, Elev. 29.25' - I 1,~
- - - ~N D 17 LOaR
Pro,perty Line V. /2 .75'
~ 8000
300{)
Curb Line /
~~•''ti_ __f~~?'.4.5'
C4JRB INLETS, 5.5' WdQE, 8" DEE~L~~
SPCIKAfVE GOlJNTY STANpARD, TYPE 1
STA. 7+82 IE 30,10'1 7+95 IE 29.$7',I $+08 I.E. 29. ~F.w44~
_ 21S~ ~C)
COUR T a
589'20'22"E .
~U" r
~
GRRPHIC SCALE (IN FEET)
C] 10 20 40 ~ ' ` T`'u'"~
MARCH 7, 2001 rEWfRES 7/17]o1" ~
1' = 20' --,.e.......„
This is not an as-built drawirrg, LOT 4, BLaCK I
a~"y m°`''ficatio"s t° th'S pio" °fiter RIQGEV~ONT ESTATES N0. 4 Vimpsora Enganeers, Ine
the da#e on the Enginear's stamp CIIqL ENqNEERS dr LqNA SUR4EYORS
VO1G5 the Engfneer's stamp. 7TH ADdITION N.909 AFtGONNE ROAq
SROK,ANE, WA 99212 PH 326°132c"
"20U POLYD : SL' L T1 ON 1JE1 AIL
~
~ NflT TO SCALE ~
u J
<
m ~
° ° BACK Arvo 5oaEs aF "20$" Porv❑
~V) ~ ~ Td BE HIGHER THAN PAVEMEN7 S1DE
> a o i ~
m o 0
PQNC~ EN7RY ~ ~ ~ o
i~ A5 PER F'LRN, 3' MIN. VARIES 4' MIN F~
f I- 3' DRY4YELL GRATE LINE ROPJQ 1NI7W GRA55 SOa
,
Eli
9 r' ~[pp~ • ~ ~ _ 4 ~ r~GCyp~.
CQlJCRETE CLJRB INLET. r ~y um)~ 5LC7PE 50D TO TOP DF QRYWELL
TYPE 3 SF'flKAIVE CL7 STD 4° PORrLAN❑ ~ ~ .
CEMEN1' C4NCRETE fDRYUVELL } "20$" PC}1'VD FLOOF2
PLAN VEEW hltJTE Pond floar ele+rotiQn on plan is icap of s4d
P~N❑ ENTRY NflTE ,qll drywells shail be inst4fled with fifter
dl, r•:.I ~ fobnc (AMOCO #4545 or opproved equal
--~ASPHALT M ❑rQUnd the Qrywell brarrel ❑nd between
the Drain rack and excQvoted lateral ground
3, L-2 MliW1H1UM OR AS fVOTE To collecl sediment, a 4'x4' min iece vf filler
E[}GE [}F pA~+'T " 5PECIFiED ON PLANS fohnc sholl he plaGed betwee4 the drywell rmg and
OR BACK OF CLlF28 coWer when the drywell is installed, then checked,
periodically pnd cPeaned af sedimerrk C1nce grcass
hos heen estoblished in khe draincige swale, khe
fctbnc shakl be removed
~ W'~ ~
0 ~
MARCH 7, 2001
RIoGEMoNT ESTATEs No. 4
7TH AoDITION
r~eae +sss
~~ia~s _►li II v~. ~ s impsa~, Engi~.eers, 1~.c.
CIVIL ENGIHEER$ dc LAND SURVEVORS
hf 9i)9 ARGflNNE ROAD
5POKRNE, WA 99212 PN 926-1322
- ~
~ 1S1 GVURT ~
Curb Line ~ cv
' Praperty Line~
8000 8000
0
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
a
Y
C U
Ql 6
E -2
U1 y
N V)
❑
W ~
~
~
LLJ D m
Q) oo f~
~ ~ ~ ~ r7 Q
o ~
z z
w
1 [7' Drainage Easement
V~`.~iIIrIa
Construct Earth Berm
GRAPHIC SCALE (IN FEET)
D 10 20 40
MARCH 7, 2001 _YJ i 71
1• _ 20'
I I q
This is not an as-6uilt drawing ~"OT 13, B~°OCK I ro„naa,0ae
any modificotions t❑ cnis peon ❑fter RIDGEMONT ESTATES N0. 4 ~~~~son E~ineers, Inc
fhe dote vn the Engineer's stamp ~p n ~y ~u~L Ewr~NEERs &~n~o SuRVEroRs
VQIDS the Engineer's s$amp 7Tf iADVIT IIO~V N909 nFtGONrvE RaAo
SP[3K+RNE, WA 99212 PH 926-1322
~
~
-a
L
(D
OL ~
❑ ~
~ J Qirt Berm
varies
I
EleG. 2026.0
'Z•~ ~1 _ 1 ~77 L
0
2 2 >
~
Exisking Ground
DETAI L SECTI ON QF B ERM
fJOT TO SCALE (LQokI~ig E05t)
~
E. .S
w~s~r
~ aQ
MARCH 7, 2001
RIDGEMONT ESTATES N0. 4
7TH ADDITION
Fmrtd.4 19"
ti~.pso~. ~'r~gineers, l~a.c.
I'Fac~iREs 0 1 ~
CIV1L EIVGINEERS & LAN[S 5l1RVEYORS
N.904 ARGOhfNE ROAD
SPOKANE, WA 99212 RM 926-1322
~
,
21ST CO
^ • S
CuRB
Curb Line -
= 9C1'OD°D~]"
R_ 20.0[]'
Property Line L = 31 42'
~
80.00 "0
~
Double Barrel Drywel9, Type B ` ~ ~ ~ 25. ~ rC ~
1 ~
C)
~ Metca! Fra~ne & Grate, Type 4 1 ,p~r~ES,
~\?117fr~:
5pokone Caunty Standard Sta. d° ~ I
15+$t7, 28' Left, Pianeer Rd. ~
~ Top Grote, Elev. 23.50' ~
5, ~
+ c~ ~
/3
~ ~
i~'
~ ¢ I j ~ ¢ N c~, oa
-0
w
v En y~rt r
~ ~1 1 l", dv V V! FZ ~
@
z
~ ~ ~
~
w o r
° 0 ~ ~ ~ a~ ~
~ I
a Z (0
+
N N'y LaJ
~ C, ~ m < r
~ ~o~
~
~ s N ) (!1
I C) I f ~
L~
10` drainage Easement 5' •~-e I
i LJ I
P V/f//I//~I
0. ~ Construct Earth Berm ~ 5ingle BarreE Drywefl, Type A
MetQl Frame & Grate, Type 4
GRAPHIC SCALE (IN FEET) ~pokane County 5tandard 5ta.
o 1 o 2 1 a 40 ~5+501 28' Leftf Piorteer Rd.
MARCH 7, 2001 Top Grote, Eiev. 23.50'
I' = La' I
This is not an as-huiCt drawtng ~ 7w.d.4 ea
Any madificotions to tr,is pian cifter RIDGEMONT ESTATES NO. 4 & imps~ ~~inRers, Inc.
the dote an the Engineer's sfomp GIVlL EPdGtNEERS ac LAND Sl1RVEY0h'S
V(]ID5 the Engineer"s stomp, 7TH ADDITION Id.909 ARGONNE FtDAp
SF'OKANE, Wd 99212 RH 926--1322
"208" POND : SECT'ION DETAIL
~
4 NC3T TC] SCALE
x ~
v ~
a `i
m ~
6ACK ANC] SIDES C1F "208° PQNO
~ o o TO 6E HIGHER THAfV PAVEMENT SIDE
>
~ C7 0
d C7
s.J [t7 C3 Cl -
0 Cif
POND EN7F2Y ,C~ U ~ ~
R5 PEF2 PLAN, 3' MIN V,4RlES 4' MIN ~
3 ~ 6RYWELL GRATE LINE P4]FJO WITFi GRA55 S[3q P
z
~
SL~p~
stOpe •
sLaPE sOa rO roP OF oRYwELt
COIUCf.ETIE CLIft$ IfWLE7. 4" PC7R7LAND
TYPE 1 SPOKAIVE CC]. STp CeMFNT CaNCRE7E r~DRYWELL ~j "20$" PONL7 FLC]OR
PLRN UIEW J NC~7E Pond fMoc~r eleVotion on pWan is fap ❑f sad
P(JhlD EPJTRY N47E All drywells sholl 6e instbllecf wit}~ fdlter
4-r fobric (AMOCd #4545 ar aPPraved eqwol
~-ASPf~dALT ~ around ihe Drywell kacarrel ❑nd between
~ 2;
the Drain rock ond eMC4VOLE.d laterol ground
3, I 11~1'~~' ~I~~~~~ 'd`~ OTE • 7a coElect sedirnent, a 4'x4' min iece of fdter
EC~GE C3F ~'AV'T ~ SPECIFf~[] ON PLANS IV fabric shall be placed betwee~ th ] drywell ring and
C1R BACK C]F ClJRB cover when ihe drywell is instofled, then checked
periodieally and cleaned of sediment. Once gross
has been established in ihe drainpge awale, the
~C, fiabric shall 6e remQved
~ WAS
3 MARCH 7, 2001
. . -.5 RIQGEMONT ESTATES NQ. 4
~a 7TH ADDITlOhI
u
~-u Famded 1916
I E~[PIRES~ ~1~'~ ~1 (3.` ~ S 7.7i7,~750'TI, '''1~g~,7bBe'T'S, f~.C.
CIVIL ENCINEERS de LAN❑ SL9RVEYDRS
N 909 ARGONNE ROAO
SFOfGANlE, WA 99212 PH 926-5322
~
m
CL~
o ~
Dirt Berrrr
varies
~ E1ev. 2026.0
2 2 7
Existing Ground
DETAIL SECTION OF BERNI
+voT TO scaLE (Loaking East)
w
. . ~0 o
Uj~ MaRCH 7, 2007
RiaGEMONT ESYArES NO. 4
7TH AddITION
~ L.-~J 916
i~eers, ~~c
FJCFd FiES :1'i lJe) F &71TPSOF~nEdeid~ql
~ ~ CAVIL ENGINEERS & LAFdd SLIRVEYORS
hl9DJ ARGpNNE RDR4
SPQKANE. YYA 99212 PH 928-1322
1
I
I
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GRAPHIG SCALE CIN FEET7
a 20 40 ExRi RES R:1 s' i'1
_ . . _ .
f ' MARCH 7, 2001
This is nof an os-built drawing L0T 2, BLOCK 1 F~afta 19"
Any mvdifica$ioRS to this plan afker IDGEMOl~iT EST~ii TES IVO. 4 ~:iZ7Tl~~507~ E74gZ7t,€ I7tc.
th~ ~fate on the Enginear's stomp fl CIrnL EriGINEERs ac LaNa SURVEVaRS
VOIQS the Engiraeer's stamp 4T~I I IADDIr I IOhI EV N.909 ARGflMhlE ROkD
SPpKANE. lYA 99212 PH 426-1322
,
"208" 1-ONL : r7EC1 ~ON DETAIL
~
° Nal ro scALE
J
C7 ~
Q ~
~ o BACiC AND 51DES t]F "208" PDRI~
>Ln Q Q TD BE HIGhiER TNAN PAVEMEN7 51DE
~
d
~ m z o
POND ENTftY ° ~ ~ ~
A5 PER PLAN, 3' M1N VARIES --l- 4' MIN F~
3 ~ DRYWELL GRATE LINE POND WITH GRA55 SOD
f
~ T
44 ~ , St QAE
C4NCf2ETE CURB 16J~ET. 1 SLOPE SOC1 70 7CJF OF DRYWELL
4" P6RT4.AN~ '
~"YPE 1 5PC]KANE ~CO STD CEMENT CS7HCF?ETE ~ 6RYYVELL y~ °'208" POND FLQQR
PLAN VIEW N(]TE Pond flaor elevatian an plan is top of sod
POND ENTRY ~ NOTE Afl drywells shall be instolled with fiilter
r•: ~ ~ fabric (AMC3Cfl jf4545 or approved equal
around the Clrywell bprrel ond between
ASPFiRLT°-'.- the Drpin rock and excovafed lateral ground
°L~~-2' M1NkMi~M ~4R A5 Nf3TE 7o collect sediment, a 4'x4' (~min ) piece af fdter
EC~GE Q~ PRV'T SPECIFIE~ ON PLAhI~ fpbric shall be pBaeed between the drywell rmg and
C]R BACK pF CURB cover when the drywell is instafied, then checked
periadically and cleaned of sedirnent Once grass
has been estoblished in the dr4inage swole, the
fabric shail 6e remDVed
WA
MARCH 7, 2{}01
RioGEMONT EsTATEs NO. 4
7TH aDaITiON
5iMpSor~d"
. LJ U_11i ,s~s
n Engareers, Inc,
~ IF-XPiRES _ 7~11 Ti c~ +
C6VIL ENGINEERS de LAND SLlRVEYDRS
N 909 RRGQNNE RQAD
SPflHAHE, WR 99212 P}! 926-1322 '
Parcef: 45252 9072
Qwner: GRACE I-SARVEST FELL{]VilSHIP
Coflwner: _
~
OwnerAddress
45601 E 24TH AIAE VEFtADALE WA 99037-9024
~
Site Address
15601 E 24TH AVE VER ~
E.egal Descriptian
25-25-d4
THAT RTN OF THE W112 cJF M11W114 LYf; SLY 8 WLY C3F
Ftl DGEfi+1c3MT
E5 TATES h!0 4- 1 ST, 3Ra, 5TH & fiTH ADDITIOfVS, EXC ROA[]5 f
~
rn ~ I ~ t~
n
~
: . - d -
1 F71 L
Naboe. 'fihis is not a legaC dacument. Clata depicted on khEs rrtiap is general & suhject tfl wnstant revision. It is intended
fiar referenr,e use vnly Legal dcacuments should be abtained fram the appropriate agency.
~ " ~ • ~ d ~ ~ ` ~ v.:.Y.c2
I ~ p f T Ly` '~s A ~ f I '
• ~ 5 ^ ~ ~ `'y ; 6[~'6y ,a~ ^S ~ ~ ~ 2
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Ca I x d a • ~ L~ ~ r• ~ . ~ ' ~ ~ ~ s 7 ~ ~ -
4 ' F ~ 'o ~R~ ~ :~y ;:t ~:n ~y~~~ • ~ I{ "'iL
7
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to i i4 SVl S ~ ~ ! ~ ' ~a ~ ~ ° ~ ~ ~ v G
~
I •a° ~ ~ ~ ae.o
P ~ ~
°~'TH I ~dTX AVE. No AV
T ~'v5rs. _o-a.- __~ax+U--- s-~~~
•.ZA E2 4 t1Vr 1 ea 6 p s .
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. 'L
12
I S p ~ I ~ 3 _ !s h\' ..a.+cr 1~!
- r
,
U t
2C~ ~'H AVE. ~
00 Y - -
~ Existing Curb Line N' IO
Jsp 10~~r
- e p ' p o V
Q b LF I
a ~
11 R Lq
25.04 i 5` ~41.50 'TC
Remove Existing Curb In€et, Type 1---i~
ir aLaIL2-Csarb Inlets, T~. e _2 a .
2 C~ 4° Wide. 8' Qeep ~
~
_ StCI. 14~-08, Rt, I.E. 40.63' '~`rse
~[~roinage ~aser
s
~ ~ ~ C7
F- j p
4 Q c6
a~ ~s ~ ~ c 3 T~ s aL- _ a
0 °a'0 J
v N L ~ 0 (D
Q ~ ^ T I >
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m~~'~~ p ~~E d~ a'a~?~ .
C: 04 0 ~I ° r) -2 ❑ C: r
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9 E 0 i!7 Io Lnl 6 r~
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I".i ~"''Gi I J e I~T~
1TA'L.
f 1~ 1 1 rJk-' .~I 0 d~
~ rxPIaES _ - ~ rL P
I 4
aa
10' Utility Easement 10'
30' Building 5etbnck _ 30'25' rni
1oa.oa f t p
GRAF'HIC SCALE (IN FEET) ~
0 10 24 40
APRIL 28, 2000
~~5 ~o~ o~ 1 as-~~~~~ d~p,~~~g. LOT 1, BLOCK I '
FwadA 19"
Any ~nodificptic~ns tra this plan oPter RIaGEMONT ESTATES NO. 4 ~ ~'~ps~' E~~'~~, I~'
the do~.e crn the Engineer`s stamp CIVIL ENGIMEEFtS !4 6ANp SURVEYORS
VOIQS the Eslglneer'S Stcimp. 7TH AaD4TION N.904 ARGphiNE ROAO ~
sPtMC,vrE, wa 99212 RH 926,1322
. •.e~
r r~~
"208 POLVD : SL' L 1 L IJN DL' ! lil~
~
~ N4T T[} SCALE
¢ `z
3:
r~ BRCK AN[] 51DE5 C1F "208° F'C]h1d
p p TC3 BE HIGHER THAIV PAVEMENT 5lQE
, ¢ ~ o
a 0
w (n a ❑
0 ilc: z z
PDNC3 ENTE2Y ° U ~ ~
AS PER PLAIV, 3' Mlf~ ~wI VARIES ---PI 4' MIN
3' - i7f YWELL GRATE LINE POND WfIN GRASS Sfla ~
~
z
Sco~e ~ L _ _ _ 4 , 54pp~
SLC]PE SOD TC] TO'P C7F L7RYWELL
gma
CQNCRETE CURB 1h1LET. ORrLnNO
TYPE 1 SPflKANE Cfl STD. CEMEw7 CoNCR€TE ~ pRYWELL 17 "208° PQNa FLODR
PLAN VIEW: NOTE Pond ilow elev4tiors an plan is tap of sod
Pf3ND ENTRY NDTE : Afl dryvaells shafl be instaHed wikh fdter
"~f ` r fohnc {AMOC0 #4545 ar approved equol
ASP~iALT ~ ~ ❑round the prywell borrel and between
the C?reain rvck and excovoted 9oierol graunsl
` 3' °L"=2' A+4INIMUM OR AS NDTE : To cnlleck sediment, o4'x4' (min ) piece ❑f fdter
EOGE C1F PAV'T. / aPECIFIED ON PLANS
fabric sholl be plaeed between the drywell ring and
OR BACK OF CIJRB cover when ths drywefl is instafled, then checked
,periQdicolly ❑nd cleaned of sediment c]nce grass
has been established in the dramoge swa4e, the
fataric shall be removed
FEBRVAII I 1, 2QV0
RIaGEMONT ESTATES NO. 4
7TH ADDITfON
1Y46
6111
iMpson Erginsers, Tnc.
C1V1L ENCINEERS de lANO Sl1RVEYORS
N.909 A'RGDNNE ROAa
SPO]iAHE, WA 98232 PH 928-1322
~
I - L
30' Building 5etback 3a I 25' cv ~
I a ~
- - - ~ r
100.00
~ yo' is' I
9 V ` l
I tl
. i ~
~
N
~ l cn~ p I Q ~ Ld a
2 L a ~
0 ° C] F^
~ ~-o
0 co
QC aCl
aEi a ~ co p l e W< ffj ~
6 ~4~JN I p ! ~
LLJ CN ~ • I~ ~ ~ < LJ
- ~ ~ Q ~ ~ U7 -
Q
WAS]S►.. ~ ~ ~ ~'i ~ ~
~ ~ ~ 0 ~ H ~ ~
p+j ~ i xa LiC) ~
C4
I? Lj Q ~ - ~yJ
c~n0 I . ° mZ ~
~ I
-~57 cif ~
- _ 51' _ - Clroinage Eaemenk a Q a <
_ ,ur~L r ; - A Lr) (N [n [.n
F-xPIREs~ 7J171a 1 ~ . I 5 ~ • ~ ~ ' ~ ~
c~ 3 ~
nzz
-f - - -___4w-_- - - - ` N
0
Pro )erty Lirre ~ 8000
Curb Line I ' ~ r .
~ n D6,4 d ~
` CV flo IiYLL I e 6' YYILJCv L7" DEEP
SPOKANE CaUNTY STANDARD, TYPE 1 p ~
0 ED v o
S7A. 9+45.7, LEFT, I.E. 27_23'
U I~ II
21ST _ G'OURT m _j
GRAPHIC SCALE (FN FEET)
0 1❑ 20 40
~ APRIL 28, 2004
1• = 20'
LOT 2, BLUCK 1
T1'iis is n04 on as-built drawing.
Any modificotions to this plan after ~RIDGEIVIVNT EC..~`FiTGS IVO. 4 & '~~t,~S071 L~7g'6'1t~et5, I7t~C.
the dote an the Engineer's starrsp CIVIL ENGINEERS dc LAN[i SURVEI'ORS
VOIDS the Engineer's sfiomp. 7TH ADDrT d I IQN N.909 ARGINNNE ROAD
r SPOKANE. WA 99212 PH 926-1322
~t
»208 a~ POND : SECTIQ~ ~~~~~L
U-
0 NC3T Tp SCALE
C] ~
~
~ o BAcK ANO 51CiE5 QF "zoa" PoNa
~ in p p Ta BL HEGHER 7HAN PAVEMEfJT SIC1E
>
< ~ ~ O
a
w M
0 cc: z z
PQND ENTRY °w j
~ e45 PER PLAN, 3' MIN -1-1AARIES ~1-09 4' w11fd' ~
~ -1 DRYY'lELL GRATE LlhlE POhIQ VATH GRA55 5QD
z
¢ S~QA~' • , . , r t r~4L7P~
°7 i° [3RY'u"JELL
CflNGi~EYE CL1RB IiVLET, OPE
8" POND FLODR '._....._~OP OF
poR°r~ar~❑ pRYWELL Zv
TYPE 1 SPCYKANE C{?. STD. ,~E~,ENT con~cRerF
f 1
PLAN VIEW: NpTE ; Pond filovr eleuation dn plan rs top of Sad
POND EN7FiY 1wlClTE . All tirywells Shvli fae installed with filter
iabrac (AM4C0 #4545 ar opprausd equal
""'-RSPHALT oround #he Qrywe€I borrel pnd laetween
'-ak, the Drain raek flnd excovoted lateral ground.
3, "L,P=Z' MINIMUM QR A$
~ppV~-~ ~SPECIFiED ON PLANS NOTE ' To collect sediment, a 4'x4' (rr4in ) piece ef fdter
fobric sha91 he placed between the dry+rell rarsg and
QR BAGK C7F CURB cover when the drywell is Enstolled, then ehecked
periodicalfy and cleoned af sedunent C3nce gross
hvs been estab4ished in the droinage swale, ihe
fphrsc sh411 be reenoved
FEBRL1ARY 1' L0VL
RIDGEMONT ESTATES N0. 4
7TH ADDITI0N
Founded
6simpson Engzneers, Inc.
CIViL ENGINEERS de LRN❑ SURVEYORS
N 909 ARGONNE ROAd
SPOKANE, WA 99212 PH 926-1322
~
F
~
. _ . _ _ . . ' " ' . • . - . - - . . . . . . . . _ ~ I '
V0.0V
. O~ AS
~
~
~oPIREs---71171n1 ~
a
~
~ 00
(D oo v ~
CF)
~ N ~ ~ [i er v~i 2
~ 0 0 w
°
(f) O
f.t7 -
a ~
m D
o a
ps r
[]nuble Bvrrel Dry+wells, Type B +
• - 20' 20' Meta6 Frame & Grate, Type 4 ° .
proinoge ~osement ,pQkone County 5tandard. `
Sta. 7+80, 'Stfl.-_8+1'0, '25 Lef, ,
21 st Court. Tvp Grote, Elev_ 2~ :25'n'
~ ~'5~ ~ ND I-LO(7R ' t
, 5 I
~ V. 2; 3.75 r~ i ~~.~D Proper4y Line~ 8~ Dd
~ ~ Curb Line
/F N_ ,,T7~\4-5':/T-~ ~
: R -CURB INLETS, 5.5' WIDE, .8 f3EEP - -
5F'OKANE COLJNTY STANC?ARD, TYPE 1
N ~ STA. 7+82 iE 30.10'/ 7+95 dE 29.$7'/ 8+08 I.E. 29.63
V-C 21+J 1 'LOUR1
GRAPHIC SCALE <IN FEET?
0 10 20 44
~ APRIL 2$, 2000
1' r20 LOT 3, BLOCK 1
This is not an as-budt drawing. Foun6ed WO
Any modifications to this plfln aftes RIDGEMQNT ESYATES NQ. 4 & impson ERganeers, 17I..G.
the dote an the Engineer's stamp n CIV1L ENG[NF~RS & LANQ SEJRVES'pR5
VQIDS the Engineer's sfamp. 7TH 1b1DDITI~1N N•909 IyRGONME ROY1D
SPOKANE WA 99212 PH 928A1322
~
~
"248 POND : S.E'CTION I)ETAIL
~
~ NaT ra scaLE
a~
~ a BAC}C ANO 5fDE5 QF "208" POND
in O Q TQ BE HIGHER THAN PAVEIv1ENT SIDE
a ~ o Q
0.
L'J m cl o
0 il~ z z
POND En1TRY ° ~ ~ a
~ A5 PER PLAN, 3' H1fN ~1- VRRIES 4' MIN ~
1 3' -1 ORYWELL GRATE LINE POND WTN GRASS SQD
¢ i 4 S~OF~r ~ ~ - - ~
CONGRETE CLiRB INLET, C' to SL,OPE 50D TQ TC]F OF DRYWELL
7YPE a 5POKANE GO 57Q. pOR7tANQ
ceMENT cONcRETE
r DRYVdELL ~ .'208" POND FLO[3R
PLAN VIEW fNpTE . Pnnd flcror elevafiign vn plon is #vp of sod
POND EN7RY ~ NCITE :AIl drywells shall be installed with fElter
fobric (AMOCCI #4545 vr opprvved equo9
~ASPHALT ❑round the Drywell borrel ond between
the ❑ran rack and excavoted laierol ground.
„L"=2+ NlINIMUNY aR AS
EC]GE DF PAV'T ~ SPECIFIED ON PLANS NQTE • To collect sed'smenk, a 4'x4' ~,~n9n ) piece of Fdter
BACfS OF CURg fabric shalP be plraced k~etween the drywell ring vnd
coVer when the drywell is irrstalled, then checked
periodically pnd cleaned of seriiment Once grflss
has been esioblished in #he drrinage swale, the
fobric shflll be remoVed
FE6RLIARY 1, Zfla(]
RfDGEMaNT ESTATES ND. 4
7TH AaDITION
,-dW ,o48
& impsvn Enyir+eers, Inc.
CIYIL ENGENEERS & LANQ SIJRVEYORS
iV 909 ARGaNNE RQAp
SPOkANE, WA 99212 PN 926-9322
d~
s..-
~
~ • ' _ _ - - - _ . _ _ . . , _ . . . _ _ ` _ _ _ _ _ _ _ _ . . . ~
80.00 B. S - -
~ w
~ e
9367
~
Al, ~
I
~ EXP,RE5' . 7/1 7AII
5 4 ~
0O
° r, C) ~
~
~ Cy 1'ry
N ~ Cy
Ch L, r a
m
m ~
r'7
~ p b ~ .
. , ~
. . ~
- I - - -m°-
_ Double 6arref Drywells, Type B- . _ , - •
, Metal Frame & Grate, Type 4 2o= _ 20'
,Spok~pne Cvunty 5tr~nd~rt~ _ Qrainags ~osement
Sta. 7+80, Sta 3+1 Q, 25' Left,
I ~ _21 st Court_Tap - Grate, E1ev~29.25' I z
N D LOQR ° - - ~ _
~
Q Property Line ~ V. 2,7'~' ~ ~
__j $d o0 / 8000
Gurk7 Line
CURB INLETS, 5.5' 'VVIDE, 8" DEER
SPdKANE CaIJNTY STANDARD, TYPE I
U-)
co sTA. 7+82 iE 30.10'/ 7+95 tE 29.87'/ s+QB I.E. 29.63'
~ ~ ST 450.00 +L OURT
S89'2Q'22"E ~ - i
GR~,PHIC SCALE (IN FEET)
0 10 20 40
~ APRIL 28, 2000
- V = 20' LOT 4, BL4CK 1
Thxs is nat on as-built drawing.
Any madificativns tv this plon after RIDGEMU1NT ESTATCCJ NO. 4 &impson bqim€7`S, I9ZC.
the date on the Ersgineer's stamp arAL ENGIMEERS ar I.nrap SuRVErORs
VOIDS the Engineer's sfi❑mp. 7TH ADD[TION N s0s nRCONNE RoAfl
5'PCKAIJE, WA 99212 PN 826--1322
"208" POND : sEcTIQ~ ~~~~~L
U-
0 Nar ra scaLE
~ J
~
m o BACK AIvD 510ES OF "248" POND
~ in p Q TC] BE HIGHER THAN PAlfEMENT SIDE
> ~ Q
0- ~
UJ M o 0
POND EMTRY ° ~ w e a ~
~ AS PER PLAN, 3` MIN VARIES -1~ 4' M1N 10-i
~ 3 -1 I}R'fWELL GRATE LINE POND WlTF{ GRASS SQ[3
z
SLOPE SOD TCl TQP QF DRYWELL
CONCRETE CURB INLE7. 4•• RoRTLnN❑ '
TYPE 1 Si'flKANE CO 5T0 CEMENT CONCRETE r DRY4YELL ~y °'208" POND FLOOR
PLAN MEW 1'\_/tJ ND7E . Pvnd floDr eleaQtivn on plon i5 ft7p pf Sod
PC?NC] EIJTRY ..NO7E All dryvrslls shpPl be instafled with filter
~ ~ Fabric (AM4C0 #4545 ar approved equal
'"01ASPHALT vround the ❑rywell harref and betuveen
~ khe ❑rflin rQGk ❑c,d excvVated latervl ground
°L"=2' MINIMU1v1 OR A5 NQTE To colleck sediment, a 4'x4' (min.) piece ❑F fdter
EDGE DF PAV°T. SPECiF1ED ON PLANS
QR Be4CK QF CURB f~af~nc sha91 be placed 'between the drywell ring and
cover when the drywell is installed, then checked
periodically and cleaned oF sediment CJnce grpss
has been established irr the drainoge swQ1e, the
fobric shalf be remvved
FEBRUARY 1, 2000
RIDGEMQNT ESTATES N0. 4
7TH AflQITIaN
FewW~d 1950
~ iMpsvn Engtineers, Inc.
CI4lL ENGINEERS dc LANIJ SURVEYORS
N.309 ARGOh7NE ROAp
SPOKAAlE. WA 99212 Pii 928-1322
~o
~
21ST CoURT 1
~
cuRB
Curb Line A= 90'04'[JO°
• ~ R = 21].D0'
F'roperty Uine L = 31.42'
7
l ~ 8000 - -4-----------__.- _ey--- l ~
~ Dvuble Barre9 Drywell, Type B 25. T~ I
° Metal Frame & Grate, 7ype 4 ' ~
5pokane County StQndard Sta,
15+80, 28' Left, Pianeer Rd. io' T
Top Grate, EI ev. 23.50' w
LLI
' ° - v
II ~ ~ ~3° A 1,..ap 0~ ~
r'7
~
d ~O 0
Lj ~37
m fn ~ f d a dfJ r'7
laJ pn • ~ °e ~ ~ ~ T ~
A S • ~ I % @ ~ J ~
~ wO a
Q
D m LLJ
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14.
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5, ~ 3, 1 2
~ 100.00 25' --~I 25
~~67
a ~ Single Barrel Dryurell, Type A
Ndetof Frarrre & Grote, Type 4
GRAPHiC SC~4LE (iH ~~~T~ = Spokane County 5tandard Sta.
a ~
r=XPIFIEs 7I17I 15+54, 28' Left, Pioneer Rd.
P ~
APRrL 28, 2000 Top Grate, Elev. 23.50'
1• _20'
LaT 14, BLOCK 1
This E5 not an as-huilt drawing. F&ff."d rw
AnY m~~ificat;pns to thES pian atter RIdGEMONT ESTATES N'O. 4 6 impsonEngineers,1iw.
the date Dn th2 Engineer'S StQmp gV1L ENGINEM5 & Wd0 SUR51EYpRS
VOIpS the Engirreer°s stamP. 7TH AD D I TION N 909 raRcoNnsE ROnn
SPpKAPtF. YYA 99212 PH 926-1322
i ~
~ '►:a'C. 0[7 PV L V L : SEL l IO1 Y ~ETA# L
4.
0 NflT TO SGALE
~ J
<
Q
3:
~ p BIaSCK 154N❑ S~~~~ ~F "208" POND
sn 0 0 TD BE HIGHER TFiAN FAVEHIENT 51DE
> ~ a o
U- U-
w M a 0
0 ce z z
PONC? ENTRY 0 =1 ~ ~
AS PER PLAN, 3' ~11N, ~-a~- VARIES 4' ~AI~I ~
~ 3' ~ QRYWELL GRA7E LlPJE POND W17H GRA5S SOQ
z
a ~ St~P~ • I ~
CONCR~TE CURB IEVLE~. i+~~ SL.OPE SOD TiJ T0~' ~3F DRY'u~fELL
4" PORTLAIVD
TYPE 1 SPOKAIVE C[J STD. CEMENT CONCREi'E 6RYWELL sy "208" POND FLDQR
PLAN VIEIN: NDTE Pand floar elevatifln on plan is lop of svd
PONC? ENTRY T NOTE : All drywells shall be instolled with fdter
~ ~ Fabric (RM{]CO #4545 or approved equal
~~ASPHAL7 f~ r~round ihe Qryvrelf harre! ❑nd I~etween
the Drain rvGk pred excpvo4ed ioteral ground
I 3; '.L'~=2• aNINiMIJ SPECaF9ED M ON ~7R PAS
EI]GE QF PAV'T Nt]TE ''fo cQilect sediment, a 4'x4' (min ) piece vF filter
~ P~ANS
fobric shvfl be ploced between the drywell ring and
OR BACK DF Cl7RB ca.+er when fhe drywell is irrstolled, #hen chscked
periadicaliy and cleaned of sediment Orrce gross
has been estoblashed in the dramage swale, the
fabnc sholl tas remaued
FEBRUIaRY 1, 2000
RIDGEMONT ESTATES N0. 4
7TH ADDITfQN
~-AvL%d ,o4a
6 ampsan Engineers, fnc.
CIViL ENGINEERS dc WVD SURI/EYQRS
N 963 ARG[SNNE ROAD
SPQKAWE, WA 99212 PH 82$-1322
~ ~ ~
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GRAPHIC SCALE (IN FEET) NA3-~
4 10 20 40
~ ' I EXPIRES ~.-7117I01 ~
APR1L 28, 2000
1' _ 24'
1?3is is not ar~ es-built drarving. L~~ BLa~~ 1 FaimdW 1946
Any mvdifcativns to this plvn after RIQGEMONT C~TATES NV. 4 VZmpSon E7tg'ium, Inc.
the tiate vn the Engineer's sfamP aVIL ENGiNEERS & LANp 5CIRVEYaRS
VC31D5 the Engineer's Stpmp. 4TH ADa I TION M.909 ARGUNNE R6AD
- SPOGANE, WR 99212 FH 925-1322
- ~i~
-
"2TJ8 P[.I1VD . SECl 1 UlY DElAIL
~
° NOT "fO SGALE
~ J
Q ~
~
~ ui
BAcK AiVQ 51DES aF °2a8" POrvD
~ r~r 0 ~ TD BE f-i1GHER TNRN PAVEMEN1' S1DE
~ ~ o 0
LU m o 0
r,D W a 7-
PC7ND ENTRY ~ ~ ~ a
A5 PER PLf1N, 3' M1N VRRIES 4' lNIiV ~
r~ 3' - QRYWELE GRATE LINE PONQ WITW GRA55 50D
4 ' SLQp~ 11 z g § ~ 51.~p~`
CONGRETE CUF2B 1NLET. ~~6 SLOPE 50D TQ TOP OF ORYWELL
TYF'E 1 SPQKANE CQ 5T17 ~.P~Rr~ar~❑ ~ ]
cEMENT caNcRETE ~ QRYWELL 3 „208" PC]ND FLQOR
PLAN VIEW PJQTIE Pond floCsr eleaation vn plon is tOp vf s4d
POND ENTRY ~ NOTE : All drywells shall be installed with fiPter
'i ,•~•,p ri fabric (AMQCG] #4545 ar appraved equal
`',RSPHRLT J~ nround the C]rywefl I~arrel and betwesrr
the [7r~in rack Qnd excaVated lateral grvund
°L"=2~ MIf~I~fU~1 C]R ~S NOTE : To collect sedimerrt, a 4'x4' (min.) piece of fdter
EDGE OF PAV'T SPECIFIED ON PLANS
[7R BACK GF CURB fabric sY~oll be ploced between the dryweil ring and
coVer when the drywell is installed, then checked
periodically and clevned ❑f sedument Once gross
hos foeen estoblished in the drainage swole, the
fabric shvll be remvved
FEBRL]ARY 1, 2000
RiDcEMaNT ESTArEs NO. 4
7TH AaDITION
FourKMd ,246
& z~~~~ Eiufineers, Inc.
Cf41L ENGINFERS de LANQ SURVEYORS
N.909 ARGONNE ROAd
$POKAHE, WA 99212 PH 928-7322
~ ~ ~
flEDlGA T10N , 92o6.75mS6~ P ~ y eo4i
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RIDGEMONT ESTATES 1V0. `4 ~ - 5TH ADDITl`ON
NA114 of 56CTfON 25. T. YS N., ft.--44 a.WM.
ao, Q~
SEC25.T25NR44E
+ Sc A L c I= 400FT_.
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I DATE ~ DESCR/PT/ON ~
6-/.S- 71 ITN/J JGCT/OV RC-RODVCED FROr+ L/~.EN 70 NryLqR I GAby I
-oTP I I
- -OfD . R6q DQiIGN4fOf~y,~~~TION~ ~
~
OFFICE 4F 'I'HE COilNTY ENGINEEFt
SPOKAI~E CDUNTY, WASHTNGTUN
TO: leff k'orry, Departrnent afBuildings
FROM: Jahn Hohman
L)A1rE: Wednesday, 7une 6, 2001
S[7B..FECT. B.C.C resolution #91-0882 Irrsplementatian (Tuly 2, 199 1)
Attached are the individuallot plans for each lat containing a swale in RZT]GENS[3N'Y` EST NO 4 7TH ADD,
plat # pE-1423F. Please give the appropriate lot p]an ta the indrvidual applying for a bullding permit an the
lot, so they can draw their house and appraach to scale an the 1at. We wall need this plan, and ihe
carrespanding $1,000.(l{] cash suret}r, in the form of cash, letter of credit, ar savings assignment, before we can
issue the approach permit Also attached are the letter of credit and savings assignment forms.
A
. ' ":SAMPLE LETTER UF CREDF1r"
"(IJSE SANK LETTERHEAII)" (BAItiFK NAIVIE
ADDRESS ZJP CODE
PHONE # ANl7 0THER INFQRMATION
IRREVC7CABLE LETTER QF CIZEDIT
AMOLNT: $1,000.00
NC].
BENEFICIARY:
SPOK.AENE C(7llNT'Y EN~'iINEERS
1026 W BRqAUWt1Y
SP[7KAN'E, WA 99260-[1170
StJBJECT. LQ'T BLOCK RIaGEIVTf]NT EST Ni) 4 TTH AI}D (F'lat)
PLAT# PE-1423F. (Deuelopmenc)
Gentlemen
We hereby arathonze aur irrevacable Letter of Credzt xn your favor, and authoriae you to draw an tlie
(bank), a draft up ta one thausand (i]ollars) ($1,0QQ.O0) , frar the accnunt vf
(developer)
The drafc, drawn under this Letter caf Credbt, cavers the assueance of complettvn df mstaIlation of storm drainage, dramage swales,
sod and other work as is incidental and related thereto in accordance with the drawings and specifications as subnutted to and
appresveci by the Sp4kane County Enganeer's Offlce an (date), and is to be accornpanied by the follvwing
docurnents• written request by Spokane County Engineer's Office tv (bank), at
the abowe address mdzcatmg nan-eompletion vf a31 or any of the ahove unprovements and that amount af rnoney required to eomplete
such unprnvements.
We hereby agree with the drawer, endcsrser and bnna fide holder of this drafc, taegatiated under and ui compliance with the terms
vf thrs credst, that said dra€t shall be duly hvnored upvn presentation ac the (hanlc),
at any tune before completion nfi khe abowe-descnhed Zmprouements or performance, in wh:ch evena writtcn notice shall be given hy
Spvkane Couitty to t.he bank. (develvper) shall be respnnsibIe fnr any cost
bncurred lay che caunty in excess oF the amount oF securiry.
❑rafts, drawn under thi s I,etter uf Credic, shall bear on thei r face the words
Drawn under (bank)
(bank address)
Credst No Dated
Bank Name
By.
(authorized signor)
e
' i5AG.[EElrIn'N'"1'fi
Ira canstderarion oF the issuance af a buildang permrt for Lot Block ,
RIDGEMONT EST NU 4 7TH ADD (pYat) plat # PE-1423F
(L7eveloper) ,has depasited $1,000,00 wzth Spokane Cesunty as security fQr Full and faithEial perFormance by T.]eveloper respectu°ig certain drainage
facilities and sad m accordance with the drawsngs and specafiearions as sulamitted to and approved by the 5pokane County Englneers
Clffce on
(date) 199
Develaper hereby agrees that should such drainage facilities and svd not be eonstructed in accardance with the approved
drawing withmn six months of occupancy, Spokane Counry may then use the security ta bring these facrlitaes azrsd sod imto confnrmance
therewich. ❑eveloper shall be responsible for any costs incurred hy the county m excess of ihe amvunt of securiry
Spokane County agrees ta return to Developer any unused funds upan satisfaetnry comp]eti¢n of these facilrties and sod
3vAME & ADI3RE55 Tf3 BE RET[]RNED T[J•
(I]eaelopee Sognature}
I7ATE
. A55IGNMENT
Fs]r SEGuriCy purppses only, (developer)
hereby assigns to SPDKANE COiINTI', a palitacal su'bdivision of the Stake of Wash3ngtnn, the foTlowing
5avmgs Certifieake Number
m the faee arnaunt of $1,000.00
and held in and by
Bank of
Sranch
{bank addresS}
"I'Fais assignment is fnade as secuzity for full and faithful performance by
(develvper) of certain drainage faciPihes and sad for LOT SLCICK , RIIIGEMQNT EST NO 4 7TH ADU (Plat)
Plat # PE-1423F in accmrdance with the drawings• and speclficahrans as submitted to and appraveei by the Spokane Cflunry Engineers
office on (date) , l39
Any unterest benefits accruing under saad savmgs centificate shall remam the prioperty of
(developer) Said saWmgs certificate to be released to (deueloper)
any vtlier party only with rhe priur wrltten consent and agreement of Spofcane County
PROVIDEL?, F'UR'I'HER, the undersagned does hereby authorize
(tsank) Co pay over to Spokane Counry all or a sufficient poncon ofthe monies m the sauings eertificate referenced heremabaue upnn
wntten documentatian beusg received from the Spakane Caunty Engineer vndicating that the purpases for which the savmgs certificate
was assigned have noF been fu11y and faathfully performed as required and a statement of that arnaunt of rnaney which the County
Lngineer as required and a statemeMt of'that arnount of money which the Caunty Engineer deerns necessary to cornplete such
obligation Upon receipt of such written documentahon, {develaper}
hereby autharizes (bank) ta release to 5pokane County that
amaunt oFrnoney requested up to the maximum amount in the savmgs cerrifcate
(dewelpper) shall be responsible for any costs mcurred by khe county excess of the amount of securiry
DATED this day of , 193_
BANK C3F
President
Secretary
❑ATEI? this day o£ , 199
DEVELO1'Elt
STATE OF WA5HIIVGTON }
ss
County of Spokane j
On this day persanally appeaaed befare ine , ta me known to he
the indLvidual descriUed m and who execnted che wrchin and foregvfng instrument, and acknowledged that signed the same as
free and valuntary act and deed, fffr Yhe uses and purposes therein mentivned.
.
GFVEN llNDER MY HANrD AND flFFICIAL SEAL this day of 1199
Nntary Publir in and for the State of Washingtvn, residing at Spokane
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• r~y4 Y .~Sf~ ~ R~ l~`~I.k~~'~~' ~ 9~~ E ~ ~ N° A
Y ~ •S • . ~ ~ J~'.~..':~ ~•r~ ~ f.
A ~..k .,tr,~ 'v3 II ,~~,~'v F~,~~;I~~~ T~9;i:x' i:~;~ t,~~ •
+r - - ti y; r° ` c^ ~ "~,4~ y~kt~,'~' l1, _ '3~'°''~"~~ 3~~~"~~"~: r~~, ~li6y~:,~r{,•ri'ri~:qe ;±:~'e..~'.~'~'. ' '
.~+"tn~~~~ W ~ 5 .F ^ ~ ~.rF'.r",~'s"•3~'=€''' ~S - V ~T~=..C=~.~~ra .r~s,t.:~:`ri.'~~ `l~v, :~`1+.~s;•l.§,,..r~ :iT~.,'~~~a_`...__ i
- ~ ~~..{Y~i '~'da~ 3 ~ ~ ...ti~. . ,n ..:.:ad'~ - -
4'" • 1~• 1::+~"?•~ (Joins sfieet 77) - -
7 24 N I T 25 N, 3 ~
1F 50C10 Fee[
• ] M~le , ,
Szale 1 2C1006 r
•~~~,~r~, ~ i s ~L~ ;.~,~,~n~'^"~,,~,5 :t,,, - - - ' ~
•~~=F" ."ie~N - - . - ,
.~+~i~ #~'€~a;- xYr,^~'•y~~~~ *g;~'s'~` `'r' ' .
~ 54,3''~ ''y ~ r r'~ i n~y' r~;4- h~ . ~ ~ ~ - ~
'MM
1~ ~i~ Gp~+~"r,~F 1',~2'~`•.y~'~,~;~'~ r~•;,~+~~i~a;~~:-~Y•,=.~:~3 'r~ =-e~'- l4r ~ .P
slf~ 'di; ~r~ `~C• .~:F~~i.f' ! ~ - - . ~ , . , t..e
11
i-
~~~~;~L;7%.i s 1~i`.~~~~~ - , ' u n
k~ ~..yE -..1' . -~~~~'i,FA*;r'~,AG` ` • HIngr, larnfiffi(~ An~f sS'~liun curnsrb ~Ik4.rn On t1L~y fnn[1 are In~cl~~rlle
~
± • i Y.~.~.~~'~G:~c'~`}!,,:. ,s,~ a +<i;C±'n.~.•;-d,~7,*,rx~~JS ~ .r.~^- j,.x' ti, r
. ~i ?'i ~rTF'" ~a; G.,~x'~ ~',•,,~',.`~y TC,ti ~ S?a;; r . ` K°+.-
~ ,~yq;~ ~ .'s~~~r;' i„•n~ - -a.'s^' Y- 3'd`..~~.,~ iy ,~t'{~}""„ r ~ . i • .
f •aF
fi ;~',~'.~,..,,~•5, ~x".'~u,- ~~`~~'i„
a ~y.'_s,z .~,w;~:~r; 2'`~~~~e~~'""'F";~;;~- ~.:~~w'~:^~x ,
~ '~a.~"':wc'~ji';~~"c"~' m~r,a'~', "~°'-°,,`~'~ti•' . x, °"„~„~:^-N~ssry e`~ r~c.~7~`n ;{~',;',r, r+`L S
SUR Nv,~; ~„;,r~.`Y"~~~'~";~'i~: ~ .~:r•1'- ~
w(lII, VEY
~
~
hi.; ~,s?'{'`nL-„7"".~~;sGS~w•k:°`'•``.~
ON.' ~
T~BLE
fi.--Brief descriptians af soils and
their ~ tstir~ated pT~ysical and ch,c~rr,
F7.?'~ild--~i0, 9a;~,~,•; .~cJ' ~,~'-.~V~„'":•~~~'`Ka,~'~~:,.t,
z•.;`~ t= ~.~.;5+,,~-~ Y.~
ntinUEd
x ~.;d ~w",.y;":;~'s=~•." ~ z'-.~ - .
• Cl~ss~ncatio . r - - ~ _,,:`~~;,~Y~'a~~~,_~,':. • .
~ p Cta~aficaiion--Conticued
ne tt~ A =
1lan $ait aame DescriDtion of sad and siLe fxom ' A~ p~`~ c;'~•s~~~;ua~'~ ,
~ SYIDbdI 511T[aCE AV1~~?:
I L'3D:1, teTture waE"
Ya. ~ M"~ ~ P~e2oLi, i ,I ~Unsfied o. IO ~a. j1:3 "hr.'ak
4 3m1l
Q mm,) i0.074 . . - . ~ , 3mteasiai
nuIL)
rn. , -
DsC DragooustonpsiltlQam. fl ca 30 percent simalr to nra,ofla 5ac ioam, a to 30 percenc ~
~ aiapes. sfopes, escepL that u~se suriace laver Ls atany, !a. ~ tir ~ ta aer iLar„w
- OsD E?rngaon stiony Wu' Iaam, 30 to 55 per- ~
- eanti slopes. • ~ ~
NO Ilragaau verv roc's-r comnleY, 20 to 55 D[1g9011 t7STL a1ID,tIIIP t6 DCag00A 5IIE Idanl, 0 t0
' pereenT ;laaes. 36 percent slopes. excenti thac depch to bea-
rack ranga fram 10 to 20 mches. RocL out- ~ • ~ ~
crop inc:uaed w, this complex.
EkB F.loik-a siIt Iaam, U to ?a percenL slooes. lIedium-te.etured, Well-drauied soil formed froru ,0 to 24 :iit lanm.
glacaal till contaiamg a large amouati of val. SS to 95 30 to 93
ca,nic ash u¢ the 80 to 70 413 to ?
surFaee la}-er; underlaan bv 24 to 44 GraveBy Ionm 0.17 ta 420 ~ 8. I to 8. S 1High La So od.
• . ,.a , svel at depch of 30 to 6~ mches: occup~es ~ to 53 j"ery gra~•ellr sanap 7]-------- 1-5 to 35 40 to 30 35 to 30 0. 8Ea ! eurate.m
undvlsting, maraineliLe topagraahr. laam. 12 Za 4 14
1 to a d~ fifgh-._.._ L
33 to 60 GraveI------------- iC1I-------- 3_3------ 30 to 60 20 to 3D " to 15 a 0 to 16, 01 i ~o Q 0~ ~ ~ 7 to ' , 3
Cr$...----. .ti t------ 25 ta:ja , 0 10 to ~ 0 to 5 >40 S11.._....~ l.an•.
E'-C Etoi6a verr smnr sut laam, 0 ta 3d oer- ~:'sm~lar to E.a~asilG Ioam, p to'?Q percent sloQes, ~ a a~ ~a a~s a 6. ~ to 3; HiRn---.---i Lon'.
e~cop~ uhai tl~ey are verp srony thrmu¢haut.
_a cens slopes. i , • EIO Eloikn ti•ers stvur sut Ioazs, 3d to 55 perceni; slones, ' z o I 1 ~
em Emdencailttoaw. I1Pedium-ty-xtured, somewha; paorlv dza.ined, 0 to26 Sltlaam_________,.' ~ '
alk~;ine sau formed 'an allu~-ium fram calcar- ~ ][L-CL_.o_ :1-4 95 to 100 00 to iQO , 9Q to 95 0. 3 to i! 0, li ts 0._'+J 5 to 9. 0, Hi~h eou: siiE, va(ca.nic ash, asd diswmte: dept~ 26 to 41 Z'erv 6ne snndv s d I~, La~ to mod-
` ta wacer E a61e RucLUaces irom neax the surface loam. ; ]IL_.------ A-4 05 to 104 90 to lOQ 60 to 7 , e::tc.
0 US to U. li to 0. 9. 4
en a6QUt 8 Feet. 41 to 80 :.a[1dP C~V lfl4ID.__,; Wa{ aial~:~te_--~ ~,on,
~ . . ~ CL-------- :L.-5------ 95 to 100 sa to 95 as ~0o a. _ to 0 8 ~ o. k; to a cA 3 i~w
Faa Freemaa siiE lowm, 5 va 30 oerccat ti-erv oeep, moderately welI draiaed ugland so:is 0 to yslt loam_________..
siones. wsth medi¢ra-cestured surface layer and medi- _ ML-CL_--- A-a°--- 95 to i{3Q 90 to 1110 $o wg0 4. to 0. 3~- a. to 0. =0 G. B W 13 ~]foi..I La- co mod•
raa3 Freeman silt loam. •i to 24 percenc nrc or moderatelp fine textured subsod, formed 22 to 72 SilEv clav lonm
~ slopes, severelc rsaded. fram silt on rolling to ti~ly uplnncL;. {.CL A-fi_____ 93 to 1~0 90 to 1~ 80 t~ 9p ~ ente.
Fac: 2<a. a i~ c~ n. _n e, a~~ s r~n.------ ~
Freeman sdt ~osm. 0 w 30 perccnt l~iera~c.
1 • slopes, severelr eroried.
Fm Fresh svnter nnnnh. Sh.tilaiv, s;ampp. intermittenc ponds asd
frm,_-s around la}ces that ha4e a fluatuati¢g
• n:-cer :ahle. En, neenng data. is nat given, , • . - .
...q I ss land trpa u5 tao vanable,
'
GaC3 Garnefd szitv clar laam, 0 to 30 percenc I Cer}• deep, veil-drained scil des•2laped in loess 0 to 3 Siltr clav loam------ s cL-------. ~-~g------ 95 to i0~ 9b to I0~ to 95 ~ i T~' n'.~ . F I~, ~
slapes, se~•ereEr eradeu, an rirlqecaps and ~abs oa the rallwg to hilly 8 to 23 Sdty clnv----------- ~ 0.2
; - ~tnderstG
to 0.3 0. ] r to 0.~16 to 7.3 LAtiv.~___. uplands m the PaIause :oii area. 23 to 60 Silty eiay loam------ :1 7------ 95 to 140 S~ to lOQ 90 to 45 Q Q5 to 0:-2 0.14 W Q f, ~ ;
3 LRs
.CL-------- rl-6------ 95 to 100 90 to 106 90 to 95 0. ^~2_3 1 5. ~t~ ~
.0. i, ra o. _ro e a to 7. 3 f T.c~__.._.. l~ce.
GqA Gaerisan gravellp lasm, 0 to 5 percenti Gnvel£y, medi¢m-testured, somexhxt ezces- Q to IS Grave3ly ]uam r . - I'';'~•< _
s1apes. sively drsined aoils f4rined iu grcvellc g2aciak 15 to 44 'Vern gravellp Ioam 511
~ A-4------ 65 to 85 ' 40 m Sa -3.5 to 50 Q S W„;` 1.. 0, 12 to CL li B 8 to " S~ 3fodc-ste ..I Loa.
Gga Gammsan grave!!r laam, a to 20 pereent autiwash maleral fro-m a vnnetv oi ac:d, 44 to 60 $anu, gra4 , and + GiI_-- A-2 45 30 3t0 45 3 to 9 i^•"~, i13 to O. 10 d, 8 W;. 8 1Iarltrste_.. Lnw.
~op~, i;meaus parenc racl;: an nesrlr• !c:~ei to mod- cahblpswnes. ~-3------ 7.5 to 35 la to ?0 0 to 3 ; ~
t ~sP. . ~ l0 L~ 0. at to 0- 06 6 to 3 HIgh.. Lan.
erstelv ,slaning terraces; d:pth to mistura oi ~ - ' ,~-:T,, ~ s • ; i-~3 ;,v~; -
a.
nd,ri•~. and COb~]lESTAIlES nnges from
• , Rc
~a to 02 feet.~ , a • , 'i:- ~ , ~ ~
~G m G,imson rc:y ,r~rcilv fo.im, 0 to 5 aimilar to G.arrsson gratiellv loam, e7i tbZt 0 ta 15 VCC4 gCSVPUY IQ3q1_. ,
)
~ percen~ slone~. tl~e a1~ri~ce la: er u t~en gi:irelly. 15 to ~ t er- vellv laam_. 1 30 to 8(1 ?0 to 3o 5 W 18 ~ S~ ~
5.0 ~•Sp, W$, ta
a ~&1 tn 4 8~ Jlod~a3r~
i i_.~ -2 ~95 to 05 30 ia 81} 5 w 13 ,i
~ . Lo~, I to 60 aand, g~ravel, and
" to i, g;=~ A5 to f.10 8 i4 7.3 1loder~t~._1 Io+s, cabh3eswnes. ?.°1------ -5 to 35 10 to 20 0 ca 3 >10 04 to 0. 08 & 8 to 7. 3 Li i
~ Gn3 Garri very stanr lonm, 0 to 20 Limila: to uar.•i3on grarellr laam, escept that 1 'r .n'``~h`°~'• `-~`E;;., "
~„a;•~, percent slapes. ~ the Suriace 1:4rer is vcFy scqny. y . ,q'; _F ,r•~:. . _ _ I~,~ ~ 5",~~a~=Art `~,r ~ .
GvA Glenrose silt laam, 6 to 5 pP crcenti: la es. 'I I-eev deer), medium-teetured. mel£-rlraiued sads 0 to i? 7ilt laam----------- S~ ta ~351y toT9 3 , 611 to 55 Q ~••I' ~i'to Q.~1 =w$~.1 za ~7 $r . • I
` Goes 3 to Glenroses~It laam, 5 to 2~ pemcatslapes. iar.nea frcm acid sgncous glac~ tsll; surface UadM W„ •o
Glear e i s e inflLer~ced b~ y .a ~s;,~„ ~ " • `:r- -
- Gv~ ase silt la~m. =0 to ~0 p rce~~ti ~ n • r loe5s unct salcanic asn; vn ~ ~t~_~ - _ • s
~ s- 1 _~,w . • - asadent
siop~. ~ :iEi}• ralGng t e.
, ~e a steep i~pIru;ds. .
GgQ Glenrc~e siIi 1pam , 3D to 55 pcrccut S
j , . .rx. a ,.n. ~ . . - • .
~ ; -`i~~'~ c' ; If ,
:,'i.i•a-';~.kvr • r~•-,r}:~+..
k ~ ~:a, 5~t~,.~i.;ily' ,:#a~'~;v.,'••' - -:.rr^ , .
7lOT7C5.
j" 4 ~1_.::i ~•1 '=r'.~r~3~Y ''`J , ~ .
a _ . 5.`3r-:i ~ ~~ai.'ll.;;r~ r. 'r.; ••SA i~~~?"q~ r` ' - ^ "~.'";ry,~•='~r`. ( : urt ~ - .I
- T_., wf..d~'ati~~~b.~~,.n~C:Fr.Jr.r'y, , ~,~,'u. h.K'~$e,. "°le-, ' M.".~~ . .
-S.
~~''i+ =';+_•r
- ;:;~:.-.~,.~.•tr~~~'~1w'~~~,•~ - G.'±~'µ•'}ia~_a ' - '
!~A = e^, ' ~ -c, r_ •
~ s=~{+"
, ~p~ tir~a'~"~..'•r~P' {A.eP°:-„'1~,-~s~N „'.z - .
.t"~~:'~a~---;~, ~ ~ ti,,.; _ ,:~2, , ' ~v • -
6~7~:i?~;zr''~; M;n' y'^`^oi~:="y - I
• ~'x. J, p 3 ~nn+._'- r-.. 7. ~ . ~5'Y:.S _ i
- ~V~p ias~ ' Y"tt `t•~~Yrr;~ V ~ ' _ ~;i,' Si ,
' ~4~, • . , . -
:r-d^--
=~~~~~`~~.,x`;t,yT . - s~~r'~,,' w z 7~f ,i` ,
~ ti.' t~.~'t ~ ~ S~4Y:a e.~;'• ,-r~,.~;,,.,r~K.,y,:
,Av3S.+'i
1 . , d;~~'r"t`;,r,~~R~,,
. _ _r-t
.~2e.:~M:
~ ~
'z~' ~ yw ,.~r"~S ~'~,`~~gf7o-.* 'r -x:•,'`:
j _ ~'>i'~'"•~'c',``~s, ~ ~i-"~" n'a'~'T~~`"'' ~.b ~ ' • .'r ~z.;i:`~ '
~ , `•,s: ,r , v:`' • i, a
~ ~ i
! ~i.. ^ ~'N 3 ` £ w~~ ~e.'`~'+~".h ~r~.:gv" t. I,~ ~°~g;'i~t~w".N~~t•a
~ q,.. Aa;;~'a ~~C"~;"~'.',:s,5"E~C.?~`~ww.•t: ~s` n'C:,S-:"' T`°'7~i~,. w
~ 4 50I5, 5~VEY ~.~,•.-~,m~~
^44 &f~'
y~':,aN-',~i.'''r•' ` . ~r s.~,,,.~ :,i'k"' Fn+~'~='"`~ +~tl ~ "y -
w•~`
I , • . 1~ . , h~va~ ~ `~";.,;c `';.`~-~~,~ro:. , , _
, ;a„~:=~ t~"~_ .,~~,~p ~~G :ti ~,4•~t • ~
Ma"-- ~
~~;.`.~,..~35rr~="~'j4.,: iA ~ ~.Y~~
- ~.i ;~sf.s#~`wM.'~'~~~i ~OU.~++1 '~~':V...;,,C..H F.r4- ~ tr'a~~~.•;~.~";R.~;~ :a~
GTQN
:4"` r-
T.~HLE $.-I~7°tEf dESCli.ptians of sails and a2W` [ ' s :c , _ , d • ~~y ,~i ~ , .
w~ap~~i~;=r~"`,,, ~4_
asttimated playtical a-ad ~.n _ ; • _ `r:',;.,,ar',_„;,,,~ cherr~, ' ~+S ~ ~,~;;,t~;~ ~ ~,rr:•~.,
~
„r- ':,`z~.,;,,r.:,fi?
Clsssincatian
Denth . Cla!Essficatipn-CantW_ued
` Percentmge 4 . d
~ 1[aof ,,oit aame DescraASion of saI 3nd ;ice frqm i , , -,,^~t.a`i.`.~z,~x`;; I 1 `i..[`'.d~. ~S.• "F . •
$o6
'F6 Ati'
$~.1C@ 1 41',r
~ _G3_A
I L~9D.1 Eestucz va. 4 j FTer.ae~b 2 '~eaur ^iHe,~~a A~rsio ~
Gnsned '~a.10 \a. 210 ak-s~re.I
`~dS$0 (~T mm,) {2,0 mm.) (O.p;'i ;(I:3 dilu~)j ' pauacial
~ DsC Dragean stany sdc laaa. 0 to 30 pe:ceat Simiiar to I}ra;oan si1C 1oam. Q to 'A percenr,
~ slapes. slopes, escenti that the surcace larer Ls s;any. - ra. ~cr ,sr, • r0. Pr ~a,[ ~ ° 9N I
050 Dragpqn ston} silt Ioam, 330 EO 53 pCY- centi slopes.
~ Lvc) Dragnpn verp racbv comple%, ^_fl to 55 Dragoan oarc similar to Dragooa silt loam, p to
, pereentslopes. 30 perceQt slopes, esceati thac depGh to hed-
rock raages from IO to 20 inches. Rock auH
crv}a iac!uded w thFS camples.
EkA Ela~x ~~It [aAm D tio F ~0 ercent s4ope5. 1lediitm-tesrured, well-drmned sosl formed from Q ~ 5~t loum----------- '
~
, p ge amoenL af vol- ]IIrCL_--- 1-4,----- 85t,095 0 to ~a &0 to 2-5 a
` claciantc~ tash~ i¢ th contiaeu~msurt- a ace ( lara.rer; underlsan 6v to ~ Gravellv Ioa~------- • , , " 4 . 5 to
.to Q ^0 8, Laa ;o rnQd.
~ ;ravel ;Lti depch af 30 to fiQ incaes; occugzes ~ to 33 ~"erp g rase~lv sanap = a1i----__._ 75 to 98 401080 35 E o 50 0. 3 r o ? i0., 1° n ~ erate.
iw du iating, morn~e i i ke ta~aranhr. laam,
n,
53 to 60 Gravel.-- to Q ! 4 ~ 1 to 8 Hfgh La
~ ~
. . i Gl[-------- - 1_?------ 30 tO 60 _Q fo SO ' to I5 a • 0 t o i
~ ' G F___.__-- •k- I-°---- 23 - ~ fi p 6 t a 4. 4 9 ~ 8, 1 W 3
t0 33 10 I9 ~ 0 W 3 lV T.7s. ~
EFC Elaida ver~ sto-nr snt Iouiu, 0 to 3O per- ~ vim~ar fa ~.oiba e~t laam. 0 to 20 percent slopes, ~ . ? Uf to Q~1G = 6.6t47 . 3Hi,;h....... i f.on•.
~ cent slcrne5. ~ exespt that they are very stony thrvugha¢ti.
EI D Eloika verr Stani sut la~~, 30 to 55 ~ • V ~ ~ i
per~uc slopes.
ET EmdenG silt loam. 1[erlium-testiuxed, somewhat paorly drained, 0 to 26 SiIE 2flnm.--------_-
~ ~a1k.;Lne Saai (ormed in allu%-ium from cu3cax- 95 to 106 90 t01QQ , 90 to 95 0. 9 to i i 0.17 to A-10
eau: silt, volcanic ssh, aa,d diatanare: deptih. -
28 to 41 S"err fine sandv S to 9. 0 i
.o mad
to r~a~er ta Qle ~lucsu~t~ irom ne;,r tke surf Hi,^'c I Lavr *
'ace Io .em. ; ]iL-------- 95 to 100 90 to 100 ~ 60 to 70 U8 to }
. 21.5 0.1-, to Q. :'0 ; to g, Moderztc__.~ Lon•,
~ to ahout fi feec. 41 to 60 Sandv clav loum__.. a • .
a to _Q oerccnt C~'-------- A~ 95 to 100 94 to 95 $a to 70 0. to ,G. 8'~i 0. Ii to
:4 d 9 to i. 3 ~ Lau
Fad Freemnn silt lo~m, ^ .
, 1`ery dee~; moderately mell drained ugiand sa~s 0 to $~t Ioam---------°- I
~ lfedcr,~u.
slopes. I rltin medhum-testured suriace layer and medi- • 1l1-CL_--- A-4 95 to 100 90 to 100 80 to 90 0 : to 0.6 I• p. to a~~ & 8 W 7. a aFodrr=te-°- E,on tdmod• Fa33 Eteeman sLlt loam. a to 20 perceaL nm arnoderatelyfLnete.eeuredsaosoil;{armed 32 to l? Siltp ciaq toam
slvpes, scr-erelr aradea, from silt un rolling to hillp uplauii;. i GZ-------- 9S to 10d 9~ to 1~ 80 to 90 •
la1 ,0.1 7 to A. _tl 8, B to " 3 er:te.
FaC: k'seeman dilt 1aam. 24 to 30 perecac 3ianrsase.
~ slapes, severelc eroded. ~ ; , ~ ' ;
~ 4
Fm Fresh tivater marsn. SLCdosv sramnv; intermiGtenti panas and
irsa;es araand 'Iakes Ghat liave s fluctuating ~ i
, rratier :ab1e. En, neering data is noc given, # ' - -
~ aa fand tti-pe is wa ranable.
~ G4C3 Garneld siitr clai laam. 0 to 30 pLrcent IVerF decp. wdi-araused sail developed in ]aess Q to S Siltp clay lonm._---
,
' siopes, setierels eroded. an nrIgecops and ]mohs on the ralling To hrllr 3 to 23 wiltp cLtiv_.___...___' C 95 to lOD 90 to 100 96 to 95 0.: to 0.3 lFto ~.~16 ' t 8to7 .3 2,rcderafe,
uplaods m the Palause sou area. :3 to 80 Si1Gy ciay laa.m_----- . Cfl A-7------ 95 to 10a 90 to 1~ 90 to 95 Q 05 fe Q:°Z I~r O.14 to 4l 17 fl 8 to 7. I.on....__. i
CL-------- ~1-6 95 Ca iQ0 99 to t00 90 to 95 0.2 W^_ a l~8~
I~ A 17 to U.:fl 6. 8 to 7 . 3~ Lam__._-.. lfodcsa te:
~ Geg Garrison gavelLp losm, 0 to 5 percenc Gravelly, anedium-texturerf, samewbat esces- 0 to 15 GeaveAy ZaauL -
I slopes. ' siveiy dramed soils formed in grsvellv ~acia1 15 to 44 rerv gravelly loam_.1 a3f__-----. 65 to 85 "40 w&0 35 to 5o 0. 9 to _ 5 1: to 0 14 B~ 8 to 73 a d c e a
s+~nson gravellc la~n, 5 to 30 percent ourn~as~ materal fram a varietv ai ncsd, 44 to 60 ;sad, gxavcl, and ~ P f-_------ A'2 '5 to 6.i , 30 to 80 ; 3 to 15 a to 5. 0 I°;,p, a.3 to 0. i0 &6 ca 3]Iodera e..1 Ia+v.
siapes. i;neo¢s parenL rock; on ncarlv icvei w mod- ca6blestaec~. ~`I---._- 5 to 35 - 10 to 20 0 to 3 > ip , Laa
~ erately slonmg terr.:ces; depch to mis~ua ai ~ ~-w~, ,=~a a~ w a oa ~ s c~ i. $ Hi ~
s".I1d, and CObblQ5?AAe9 CLS1g2S FFQ@
to 3 Eees.
•Y,rc•< t
Gm6 Gurnson z•c:p grasclly loam, 0 to 5 SimiLir to G:imson gmmar•ellr laam, etcaot thaE 0 to 15 rery ~vellv loam._ ~ ' . , . _ • F ~ ° : ~ . . . .
1~ perCenE slane~. LL•e s'iutaCe Lxrer is ven• imvelly. 15 to 44 Verr gaavellv loam_. i A-?------ 30 ka 80 20 to 30 5 to 15 2. 3 cp -
0. a'•ip, V to 4, la 1 to ~ 8 ]d
n.
~ 3f} 3 to I5
~ ~ GO azsd, gsavei, and ~3 45 W
w
~ W
,i to S. q 0. U3 W 0.10 6 to 3
7. ~~te'..1 i. Loow
~ 1!
.
, CobblestiQnes. , ' 't •~+'1------ '-5 to 35 10 to 0-0 0 m 3 >10 t7
. I~4 t0 0. OB 6, $ W~. 3 Ii ~cta[C._.
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