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45 46 47 48 j
�• FIRE HvDORANT;ASSEMBLY I
PER STANDARD IDETAIL
8"x8"x6" TEE: M_J.
r
4"D.1. Z20' - -------_ ._
T
39u.j . - (.
qu xr' r' i �t\ .e � _ 1 S.E.3�V t � 1 �• \
` 2-8" GATE VALVE.,- fCX M.3 _ \ '�� _ _
ti
ly CK 41ARU K1111t 1N16
�Q i t' a n_u-_'gu vrr1 ` .'^i fir.
38 --•
=.l. / fl. .lam-.l{. . . /•.R •1Til =�
i
AIR srn UAC" RELIEF 1►A�1 yr Ascrml r I -
••. SS•k f.Y 4ik 1k
PER ST —
r 1 .30
�� I
i 26 , -
1
• y - . / ,/ 12
— — --- - 60 1 6! 62 63 64 65 66
"' -- --- - t 31 36 I .,14 j FIRE HYDRANT ASPEMBLV �
j 25 (` PER STANDARD MAIL
59 , ;` 12"xl2"x6" TEE.( M.J. r 12" 30JERFLY VALVE, N.J.
i a RT
6 l ! 13 - - t F- --- - - - - - I �, 'rt» �: �,„ , ; I 1
x Ft u� �cuE
__ _i ..y .._,S.E.318�M WAY
_
!_
� r�
12"D.1. 225' a 14' -kfN,_ n.T-' ;,wRDJ`ET,r
A � J C G � �'i.'' `� V u
24 — —�12
1 _ _ -- —�— --- — — — — — — — _ -- — -- -- — — j
2 . -- 1'3
i 1 i 1 i ► J5 .r
AL
FIRE PYDMNT ASSEMBLY F • ,; 9, �--
P R TQDETAIL ___� i'-� » _. "_ " .. ,�. i
! I 0"ra■..c" *rr u -I la 1 l A_4 \ 12 xl2 xk x8 CROSS, M.J. 0+•1• ac R1 .
1u i�
- j Vx FL. ON SIDE 10, I i �, h i
! UTPpiws
8"x4' KtIM.tK, r.e. x n•v• LJ It \ " I j
BUTTE Y VALVE, M.J.
i ,... . 11 2-8" GATE LIES, N.J.TZ_
! I _ t p,
! -; •V - -- I,4K ,n. ' FIRE 3lfYDRNff ASSEIBI'r i' / 73 71 7F.) 69 68 b7
1 �,, PER +
i 4 - • • 8" 22k• BEND, M.J. t �xAS?ANOiAItD OETAII \
( W � xi TEE, M.J.
{ I �� �:• x L%vAr ON SLOE
FrEDUCap 16
I { 0+64
' " • BEND N.
\ ,
89 ?4 78 79
!!.!! Ail:! �i FFLrFF VA1 VE AS LY \ f n
\, 8V
W { N I �\ _ O , PER ST DETAIL
90
� / �2+O1''1O'lT.
EXISTING FIRE !=� / 8" Ilk* BEND, M.J. CAP WITH 2' BLN-OFF
HYDRANT ASSEMBLY f
w i / ti 87 �ti i
> _ I 20 - •S€ � - \ > � f 2#85
ASSE!'�'Lv PER cTAyD�ARD TAIL
Q 2 i t \ i 1+4OIO`l1. �A• kU £ M. Tom_
�\ t, i 8" Ilk" BEND, N.J.8" II B I J 76
Y
9 1 l2»xl2u A6xB" CROSS, N.J.
M. J. , `� � , ~ �6 %` % �; I `\ r-- -
i Bt1TTERFLY VALVE, M . d '> 77 r _ ^�
18 19 / '\ a 8' NIrPLE $ t \ ,�� 81
4" GATE MVE N.J.
8'' GATE VALVE, M.J.
FIRE HY- ASSEM6LY ! lO 8"x4" REDUCER, P.E.x P.E.
t I rttR STpd j DETAIL . -�,•
! i i 12"xl2"x6" ITEE, N.J.-
x FL. ON SHOE.>s °,:% 96 i 92
t '
FIRE HYDRANT ASSEMBLY 4"�. I 5t44. "? '_" 'LT.
PER STANDAARD DETAIL ��.
8"x8"x6" TEE, M.J. 4,� *- A2
12» D.I •f .! =, x F1 . ON Cim --T 1 v 1 1 j
I65'* - '"- ! 97 _ 81,x4" REDl10ER, P.E. x M.J.
4" CAP WITH 2" BLOW OFFJ
ASSEMBLY PER STANDARn `'ETA: L
93
94
l�r_ONNE:' TO EXISTI 12" WATER LINE 12"xl2"x8" TEE, i��J.x FL. ON SIDE
1 1 - •'APG iNG SLEEV WITH 12" TAPPING 8" GATE
VALVE, FL.x M.J; 95
12" NIPPLE 1 8�
I - - - 1 `» 't11TTV&I Y VAI VF. M.J. f1n f
103 102 101 i07 99 '� �� �'
i � 84
I � f
I �
1
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i
P!vIO REF '.:'� ;�� AUf:URN CNEf.K PINT 4/9/19 , " T. —
REv NO. ukmwN Ey i € C voa!ONS `UATL APPRUVA;:
•10TE IS
AS BMT10
T,
-- -
_RAINIER MIDGE INC.
APPROVEV BY. - -_---�------------
RAINIER RIDE
y .•-
I ( .• v
�;. ,-it )%I•�-�, 4j• I I HARSTAD ASSOCIATES INC j WATER DISTROUTIQN SYST17M
El
80 D-851 SH-1
1
I • � 4'. `.. NI JwYMF
hM r7 ry ')0
N k' R(h F?PC HYDRANT
r
u 10 i
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i t
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7
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1 ( 7 j 25
6 ! r •+�.�iT.13
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3
1 2
71
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t'f t 3
! 41 ".1 1 1
42 44 45 i 46 47 '-♦'S
4 43 1 _ _- -
1 ACL 1 t
— - _
39
--�
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58 t I 1 I
r
30 � I;
60 61 1 62 63 1 64 65 66
31 36
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32 -. -_ _ 13 .4 — --
`_ - ---'- 1 _ 12 _
1 ••r r I i \ — ,, s_
t
�9 '- ( 1
• � I
t r
34 &
72 71 70 69 68 1 67
KCAS-BENCH MARKS
1 /• s '; i 11. BM ELEV. 412.21,STA. O+OU,53 CWMER,At S)U-;-
. f ,
TOP !UN I KT . 1 r4TH AVE. S.E. b S.C. 320TH S 7 .
2. 8M ELEV. 425.23,N.91. BOi'-FIRE VvnP NT.
\, STA. 13+35.
MT. ' 47h89 3. V4T31TTR;8Q
AVE. S.E.2S-CTROF CT.9,
80
is"9075
.L f•/87 1l. 0 T
ate.•- •\ ` ,
,
pk
j 4 - '��=
a is l
T92
/
�,- 78 96
NOTE: +�� ;;WT AS BULTem,
-
9 i
1
7 MAIN SEWERS TO BE P" E 401 1 � ' `yIlk
! ��[L�� }� . ��.. �'__�.-,�. _ate' r f r - _ �/�
rs 9i{ r" t+Ve'� OR it-1. _ 1 II�r.Ti. ii� i� �� �.G_e �Y ��
2. ALL SIDE SEWERS TO BE 6" PVC � � � �`� �' �` NOT
o sc 4Rti ��
.r, M.M. 4a G ;,�: !!
I . E . ■405.50 j !y u 2+14.5 5.6' RT! • i •d` 1'1 94 OOLCRETE OR D .1.. I I
• ••+ I . E . VEFWWD
-2401.45 I . E . =4j)2 . �L 83
4
TG t i 9 / % i / •r OWNC =wCO TA PIP IIAIMIikm im F►' FR(WA r 86 !
98 /� ! 85 84
'! 103 ` t02 10{ g 100 99 Tr UlIE ,% PROPERTY CORNER AT LOT LINE .
l�tlAl11 /
4. SIDE BIER INVERT ELEVATION S'rlOWN
-� f :_ FOR CRITICAL LOTS.
-r PAP AT END
—
-- - -
F.i.. }�_—a`r�ll _ iy r( Nw.i r_I�..i'�'��Cr. icy -.._-__•__--•
. ._a. `�"i r f i_a �^�3 i•.laf^1- liliT i E �i! I3 . i a as �
pc y Nrt r)PAW4 r4VT REVISIONS ( DATE APPROVAL
?4
23
22
20
21
A
°o
APPRCVEO BY: `
i
HARSTAD ASSOCIATES INC
El '
RAINIER RIDGE
RAINIER RIDGE
,
SANITAR SEWEER PLAN S...4 �
8o D - 851 S —Z
i
I
z
415
405
1
415 sir
410
42n_sw,
u -sK
�1 aEf
419.80
410.00-" .90
Y �aY ■■11
124TH PL S.E.
2
1
i
.434.i=3
I
420 1
415 z,
EVIL$]
t
r= wnCL
,
'
T ls\o
y�
S-E. 318TH
PL_
i
225'
418.57
S_57
i
420
415
CO
405
'KVICHOiE :.4UWEk
+ !
w r, c
/ ./f lLlYl11 \16\Ii1R __.
_.-■
l�\f
■
f
ar. in
r ! 393 7%393.80
_ _ 7.YV—S ..1V _
— —_ _
... ,
3:
_._. =.. `FIRS �E T'� OF
ELEV.
TG NUM (DRETN IN R"DWAY . I
. - 1 y. w - 1 — rr•.•'IYw ■ ♦rr ♦ r ii1.Tr i( -r
� ► _ ! "'Yr' __.�----•��� - - t ���__ •i 1 �_ =,T �� �iin{r :.li7c l . C... v{Il " s ... ;I•
Ta SE C U• l) TMIRD ME OF- OTAKIRG. TO I.E. NF� II'f Ai C,'�l 0= Mryk . i
10 AT
i �« i i i i s i a•
i A
40
W pp
420
1 �
s i
415
s
0
410
..E. END OF STUB
40R.71 417' !1
4a"8. 604M.RO
405 Ji
r _rl
415
( 410
p
� 9: 9.24
" $
•T#.f31 r _ 3 S 8
_ - ._..._
_ 3r,... .I_ - .
s..
3g5
2.. r ' tat125TH PL. S.E. f-M
-
126071H AVE. SE.
.
4p11 ,M I.E. IAT M ETWM [
7.7Y•3.�6 393.50 m
1 EASEMENT
ki
I D.L.M FF.-DESIGdWD PER LATF5T CITY OF AUBURN CHECK PRINT. 4 10-79 K.
R_Y NO.L)RAW.4 a I ONSUATEI
APPRO
138\
DATE---
410
y
I To
410 ' cotcam�m &M
� es" n.0
FIRMd
445
395
3".J7-0$�.33
11.3MO.14
EASEMENT
1� ♦
325407.11 401.12-401.40
400.19-406.49 4.00-7.72
41Q. 5= 6.4?-Fi.63
12$TH AVE. S. .
APPROVED BY:
/� j 04ANSTAD ASUKIAT€4 INC
d('1�►
YAnn n
RAINIER RIDGE INC.
RAINIER RID.*E
SAN I�TARY �E11E R PROFILE
$0 D
405 J
413.QQ
395
FW !
B
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ir.:.
5C
A t
er
j SNEET
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PRESSUREILINE
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IN� NIIIIIIIP .
STA. 1+67t ICT. 13N.N. 4A
s- uV KN C* l±tHB PLAN
SCALI I"= 2d
rl IL 41tw RT . 2 • S T
6r IW BEND. H US--
i
4`
alre
opoo
t '
a— L XAT'E AtAWNI CA 3111[ 6E111111<EN LIFT 41A1I011 E IK I WELL
j A6 - Elm I • MINE WATER TIillf' BEAN. NNM CQIDUCTORS AT
ire as
TO HET WILL PIPE
- - - -
f
1
11 i t / / l -'�� I
# t4K - - 7w F41" or
,.�27�� wit
LI
MON T EMtAI�i 116dii �. _ . Iitl. i ,0" I*Illo=
YI1M NO Iffecmo —.
LIFT STATION BE COMPLETE WITH
TELEMETERING EQIAPMENT. NOT TO SCALE
P
Ulan TA .err KILL j , ;<am
V w mm,
I` -... -as-
A'' 3i .IyLN� 1 fof
r .# , , ,.:.--1lAi.l iEi: �1 lii TOP TG
it1i.A1 Et•tK JNr - K w.
SEE NYl . �) �X .
aN€ s 81I SIN€.
'A . SA" a \
V
v 4r MEMO 10
lIIOOTCAL
T&MMI 6 Xwma As 1I*i
U FT $W104,
TO K � KsOlomm
��� �WH�Sti�s PIPE as
1-61V DlA' MILLS PINSLUM Orion.
2 Jnff LIFT STATION - ._..�
'€ "I N it
91FTC PUWTNG M. Z-2uubm �
P{!4PS AT 21' *nit 3W, 1" VIA.
n.70 EMI-4Itl C20
L
Sim � �liiilil•Ili PTL
Im1 M SEAM 5
I5 120 F.W. TOP A j
i _ %
L601STii ii
REVISED PER U.R.S�CriEcr - _4I1-79 M.F.
tryl 'w.a .L;rSrr .. _.. ! --i, ,.r"/� -
T.
-- R E V I S B N ST { DATE 1 A PPROVAL
MUM LK OF
Am 00-
TAL111116 EM•1111E
STATION-
ELEVATION
1--v lm OAI E %a
CHECK WILMN FIN
SUMP mw DISC
Rim
LETET i H
TOP OF &TiNG
IOWA A' flul=.81m j
�---_ I.E. AT N.H. 1 ,393.1
PHA! No. 2 OR MA
PtA!► *11 Wuo -s
_ . I II T s s#
-!� �TAait
LI ALM am. U7.51 i
d.E1l. lNi.61
T
c
i
5" 450 BIND,
Z
H(Jo l',
'00001A
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e `
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04-P6i
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W
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NETI% .rcut
lw Jul,
JLRNm L1(1
STATION
LIFT STATION
SEE DETAI? THIS �HEtT.
r� J
�i
i
f
i
HIO�iES:
1• 6a.A.C• .'M DE LTRW At PKITIVE WAIE
iKW LIFT« M MOM N.N. Al 1261W 06. !
WITH IIIIIIIRM 360
DESIGN DATA
1. INITIJL TRi111RA101, LOTI ULTIMATE TRIBUTARY LOTS =200
2. AVIULM E STOW FM NIHXEVEL ELEVATION OF PUIPING
CYCLE TO (I1 MM 74001 i TOP OF KYWEll *WHOLE IS
3M GALLOM. FLOW AT POWER FAILUIIE IS ESTIMATED AT
CIS
-46 SIQIT V FLOW + 29.16 INFLOW/11IFILTRATION).
AT S FLOW RATE., THEAVAILMLE STORE PROVIDES 67
MINUTES FROM POWER FAILURE Tn BEGINIIING Of OVERFLOW.
: NNOWMA' APPROVED BY:
SPMD A10M USE rr
OF NET VFU- TO
DIAIET€R SIB ', •,l`��'i
SEWER LIFT STATION
pSCAIIE
fj € NARSTAB ASSOC1AM INC
i
95
m1f
•WT AS SULTi
I -,I'
c �
• •
RAINIER RIDGE INC.
RAINIER RIDGE
SANITARY SEWER LIFT STATION
So D --S51 SK-4
93
jrj�k) -:e
TEc
(D�/A.♦ :.=M,yU�aE,.H•:a'.=.
Dr^ti.N6 fr , M .
CHECKED •y 4 t
AMOYED
SiyFEf
_. _.n.���.'r1NM10NMNMIN� 4MYMNNIMMM�•�N'A♦INNIMNMIMNHNMM/NMI�MN/NhFF'.: M,MWM`MIOMII�FrF IM�MNNM IMiMIN.rNN�HMFIMMMMN�M�rNM/�NMiina.wwuNwirro.l �NNq■
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. '-m -
L - lk« %: M
' r�i tip � SiAi 3ult
%
if
! F3! AirR
FINISHED GRAOE-
1tA1.ME BQdE"
318" SUf'POf+7
81NAWT (:�(
6'-0" M.
ftm `"d
Ca
Twul I
dk
z
r !
L"
1 ; � 1
1 1
1i1
�1!
I LEN" TO FfT
6r"=�ii.T
`T l ps
- BY PASS DETAIL
ttt
Ek100 mm
Volow Mau �C
V -30
2.41*Xl4 MIS
'("`.�es)
Wap OF
MET WELL
i
ADDER FABRICATION DETAIL
wwrn crpu:rr naNi-t nErptL
CTRICAL PEVIS u PER u. .S. u
REvIS10NS
NO SCALE
t
DATE APPRMA'L
i '1-0 AW MWINU •1MfRi
s PAL w
' t EWKE
ELEVATION
A 4
pu'Wm.
rl
EM OW
GWINNG SLOE
7�r91/vLY ■ tt
� w R
5! D" i 'sAut . NtCt R 3kT —
314"40 GOPPERMELD DRIVEN
TV ±i
3 � f hi iPL S .
! am ALL CMDUCTOM AT
COINul POINTS TO GROUND
t
1
!
TYPICAL GROUND LOOP DETAIL
NO SCALE
P,
FIXED WHIN
CLAlED TO SUPPW
M
loxim F.R. -swim
iV CKM
WET WELL GRATING DETAIL.
NO SCALE
• _ AN
IY' COVER
wl
� I
EE 1 . ATI ll1 M
L. Tr. i �'i i i Li i 7€
i CUV:.
PLAN
TRANSFORMER PAD
NV �_ML.0
•
IPI?r*7d
1 • •
�1
NOTE' EXCEPT BY PASS DETAIL; ALL ABOVE INFORMATION
HAS BEEN OBTAINED FROM CITY OF AUBURN LIFT
STATION (DONE PREVIOUSLY BY URS ASSOCIATES INC.)
1
Boa ►«o. 51A -
APPROVED BY: RAINIER RIDGE INC. SCALE � �h�7a
_ 1 _4 t.i
,.41 � i4l►ttSTAt! ASSEKtATE3 INC
LIFT STATION: ELECTRICAL DETAIL
'E cry; �E r �.i., rA �..�.., .�,�ii�•., i + it 4 1
riAL ' i 4+
-80 D - 851 5H --6
I
C C Zir-46 CT
J. L. J I V l l t ✓ 1.
i
s e-rr iU Lr"si UZ L-ArG
A
n $J '1 �� �i3
_LERM ACC flE7AT1 cct OW /,
if i i\ i i r 4y it = 4: ■ i
51.
54 .I� 1 R \• i i" ` r i /,, 3C , UJ
i 1. i E i �� iA
1 1 i 1 cv!
'I1! C ♦•s f f I �y i i i ( ! I
E . :�WTH i WAY j
low 1 32 i
.3
t 4 LLJ, I 15 33 i ./ , ' 73 72 i ! 70 69 68 67
22 0-
+ m: j 1 90
-*- q W 17 • RA
qe
2 CNJ JAL Ste
20
Bi
)160
19
SHEET 6-
3�� DETUMON POND
103 \ 102 101 100 \ / lrllW 'A" e5 l 1
ll I! \ A/ 1 I I� \
VICINITY MAP
1 Ql.�• h:tV�`., 'i'T'1': N': ✓tN, NIrob 1.Jim 11•-a.Fi-i7
... -. l—L., �.
E'J,SicNS DI-T7 APF>ROVAL
i�E Yi v p CFsaAl �: Ei= f -- - —
INDEX
off Im
SHEET NO.
TITLE
R � lNlrLE",0L,,
ROAD ST0110MM
DRAINA",
i
i<Y '
f o2I I
I I 'Wu
CEMENT CONC 0E
RN _LED CURB
64
.14EDIAN PLATER
4O
PAVEIEff •
1 • - 1_ L!
I
+ _ f
� � s�
: ti 1
CEMENT CONCRETE
GETS DETAIL
NO SCALE
SHEET 5
2 S.E. 310TH WAY
3 126TH *9. S.E. AND 126TH CT. S.E.
4 125TH PL. S.E. AND S.E. 316TH PL.
5 124TH PL. S.E. AND MEDIAN PLANTING DETAIL
6 DETAE. SHEET - DETENTION POND
NOI1 4.
1. C'iVlSTR UCTION OF THIS PROJECT $HALL. BE IN ACC0i1D!AHICi WITH %ii%i cmu -
ENGINEERS/ OFFICE DESIGN STANDAROS AND SPECIFICATIONS UNLESS OTHERWISE
NOTED.
2._ _.STOIDi,.lMl1 NhlES STRUGTIM
Illu--T PILL £I�t'TY i1E TAM SP-8
-.�... .•r-... ....ter •" tout eee MI,Iedjvcc wnvn Dee rlfllw" fwTAT, W-16
CATCH BASIN TYPE 2 PER 00RJIM DETAIL SP-13
MMlRIAHOLE PER CO1>M DETAIL REVISED SP-12 TO SP-17
3. ALL REQUIRED ST!.PlI WATER FACILITIES !REST HE CON-
STRUCTED AND IN OPERATTOk PRIOR TO LAND CLEARING MD/-)R ANY OTHER C` 4 -
.. /M►•Y•r•• 1. rr' w7iasnna/P A av Tiic hi u i c S NJ ni i.Y �ivAt"_ I rS
STUi.ii�R �Lt33 vlrttl�Itae rtrt-nvti:v �• •••� �•••••••....• _ --
4. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO
INSURE SEDIM M LADEN WATER DOES NOT ENTER THE NATURAL ORAINAM SYSTEM.
THESE FACILITIES MUST Of IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION AND SATISFACTORILY #AIHITRINED UNTIL CONSTRUCTION AND LAND-
SCAPING ARE COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
S. ALL STORM DRAINAGE PIPING TO BE HELICAL CORRUGATED ALLMINaM PIPE'
(SHORN AS HP PTPE ON PLANS)
6. CONTRACTOR SMALL PROVIDE 6" MIN. COPACTED GRAVEL BASF "B". THIS DEPTH
TO SE ADMTED WHEN THE STR HEFTS ARE BST TO SLIBGRADF I<HMIATIO—N MIS
SOIL BEARING TEST ARE TAKEN.
7. REFER TO STATE OF WAShINGTON STANV..RRD'S SPECIFAIACTI'*3 Dt V ISiCh 9-I3
PERTAINING Tn RIPRAP AND SLOPE PROTECTION.
S. SEED ALL DISTURBED AREAS WITHIN 60 DAYS.
181_0"
18'-0" 5'-0" §1: 5'-0"
1 1�
i
MEDIAN LANTER
-..iY- • j,•EVATIQII�AT CENTER LINE _ - j�• l
1 i R -..:_ �-•ram f.: e.11i �
2" COMPACTED DEPTH, CLASS " B l�'�� " ASPHALT CONCRETE � DETAIL THIS PAt I;," MIN. CMPACTED DE?rTK CRUSHED SURFACING TOP COURSE
it CAD SURFACING BASE COIDISE
�-- 6" M111. COPACTED DEPI . GRAVEL BASE "B' (SEE NOTE 6)
AT ENTRANCE
NO SCALE
5`-& 61-0"
tz•
• �z
CEMENT rn PILIF I M Wftvk mow -% �f-1
RIX.IED aR M
L• 2" COPACTED DEPTH, CLASS "B' ASPHALT CITE \� \
1 " M*. C�PACTED RIE,FTH, CRUM SURFACING TOP COURSE
2 " M. COIPACIED DErTHi / MsHED SURMACING BASE COURSE 5" CEMENT CONCRETE
ti" MIN. COHili►&Vfb DEPYH: GRAVEL BASE "B" (SEE NOTE 6i WALKIiAY (TYPICAL )
.I
R/W 51,
CA
18'-O"
So . 0.02.1
58' R04T OF WAY
6_D" 1 5' -01,
TYPICAL ROAD CROSS SECTION
NO SCALE
j--- - R/O C /L . • • • -in"IDE
j 4wNOT A8 SULT—
cc
tie
OA 11�01?
-� ! w• i TO
WT
GZA
SL
FEW VEPOVD
SC ;
CEMENT CONCRETE
RAILED CURB /f�2" COMPAMD DEPTH, CLASS "B° ASPHALT GOIICRE7r�&
wit rOMIMIAC[FD DEPTH, CRUSHED SURFACING T
1 �-•1�■ vim rnMOACTED DEPTH, CROHVD SURFACING
3na. wS:
MIN. COMPACTED DEPTH, GRAVEL BASE "B" (SEE N!Jl o) wAl,Y"ilAY T�11TCr•L�''
50' RIGHT OF WAY
...J0k A v% .-Mnf%c% ��r-T•:r�R
NO SCALE
APPROVED BY:
N
HARSTAD ASSOCIATES INC
MIN01AWNS • /IAMMIN&
w
RAINIER RIDGE INC. �yAlF
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I♦, • $I M C
RAINIER RIDGE ``
4vra •a
ROAD 8k STORM DRAKAGE
INDEX & V4C INITY MAP
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