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ROAD AND DRAINAGE NOTES AND DETAILS
FOR
COPPER���OOD
PTN OF THE NW1 /4, OF THE SE11/4 OF SEC. 15
RGE 5 EAST, W. M.
TWP. 23 N.,
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
DETECTABLE WARNING SURFACE -
_
It - C, WN 16 - Cr MAX SEE STANMMID PLAN Fd3-t0
CE41ENT COWCRrETF SFF CONTRACT PLANS u SFF NOTE 7 GRADE BREAK
PEDESTRIAN CURB -
SEE NOTE 9 GRADE
M BEAK
? C
a
ER SLO TOP OF
'+t AX 6 3% MAX CO S�0% MAX ROADWAY
f
.fir; • '
IANO04G CURB RAW DFPRF SSF D CURB AND GUTTER -
SEE STANDARD PLAN F -16,12 AND NOTE 8
CURB RAW 4 C' it/N X - T MINI -SEE
SEE COMTRAC T PLANS CONTRACT PLANS
OF
BUFFER TOP
• 2 C76 MAX STR� ROADWAY
CEMENT CONCRETE CURB AND
CEMENT CONCRETE PEDESTRIAN GUTTER - SEE NOTES 4 8 6
CURE ;TYP . - SFF NOTF 9 aECT +ON O
15 (? MAX 4' 0 MIN.
_. _.. -7-
15 Cr MAX
NOTES
A
4 0- MIN - SEE
GRADE BREAK
1
Provide a separate Curb Ramp for each marked or unmarked crosswalk. Curb Rarnp
CEMENT CONCRETE
- PEDEST CURB - CONTRACT RAMS
RIW
�
1C v TYP
location shall be placed within the width of the associated crosswalk or RS Shown in the
SEE NOTE 9 9 LANDING
a
CEMLNIT CONCRETE
PEDESTRIAN CURB
crosswalk, or as shown in the Contract Plans.
CQntraCt Plans.
UJ U. - CURB wwP
- SEE NOTE s
2
Where "GRADE BREAK' is called out, the entire length of the grade break between the two
> CURB RAMP
CID 1 MATCH SIDEV4kLK (t • C- 111Nd ; -
_ 1
DETECTABLE WARNING SURFACE ^ Ni t `-
SEE STANDARD PLAN F•45.10 �
TOP .4W*F - •A" r
svw+c • IYP . # N K}!a � r I i + _
adjacent Surface planes Shall be flush.
SFF CONTRACT RAMS
I 3„ R
;
r.
- � k
�
Do not place Gratings, Junction Boxes, Access Co v ers, o r other appurtenances in front a f
�, rte`• fi C
• _
- (TYP;1
1
the Curb Ramp or on any part of the Curb Ramp or Landing
break between the two adjacent surface planes shall be flush.
cURe AND cuTTFR '
4.
See Contract Plans for the curb design specified. See Standard Plan F- 10.12 for Curb,
Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details.
CEMENT CONt;RI TF -_ `.. 316 EJiPANSopN JOINT (TYP: -
- --'. :�f�.-
1 SEE STANDARO PLAN F -30.1•
QEPRFSSI =o CURB AND /J
5.
Sr Standard Flan E-30-10 for Cement Concrete Sidewalk Details. Sae Contract Flans
PEDESTRIAN CURB -
Gi1TTER SI E NOTES 4 & 6 - -- .- .__._.
Landing.
r 'h placement f sidewalk. =
for veldt and lace e t o
SEE NOTE fl
�- BLJEFER
P It
C.
The Rid itertt'C+erT#$rtt Concrete Curb damp Type _" does not Include the adjacent Curb,
CEMENT CONCRETE - -�- -� - -"J STRIP (TYP -
CURB i GUTTER - - - , - SEE CONTRACT PLANS
CEMENT CONCRETE CURB
AND {�UTTFR Sr =F NOTES 4 81
p
Curb and Gutter, Depressed Curb and Glitter, Pertelltnan Curb, Or Sidewalks.
SEE NOTES 1 a 8 D
-
•
f- - f
s
t` y
t
T Ramp maximum running l h ll n t require the ram length to exceed `15 feet
h� Curb a �# B = S t7p8 S� D eq fi g
o-
-
typ J I RkaAfto --OR
QE
Ate: _r+IK FENCE ?'' a'
i
to avoid chasing the slope indefinitely when connecting to steep grades. When applying the
DFTFCTAX 1! 10WARNING SURFACE - C K
SEE 9TAI 34MPLAN FJa.10 r DEPRESSED a GUTTER -
DE UD
5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details
15 foot mlax, length, the running slope of the *vurt� Ramp shall lac as feat as feaslbter.
N 1 A 6
sEF oT>=s a s
_ -
c1liku _ NY( ENCE F AaR C
See Contract Plans for width and placement of sidewalk.
T
CURB RADIUS DE d IL
8
Curb Ramp, Landing en r=! Flares Shall r l v a broom finish. See SpaclfCat t ns -14.
20' MAX
9
Pedestrian Curb may be omitted If the ground surhaG:e at the back of the Curb Ramp and/or
the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian
2 4 - CHAAI I OW V'IFW"r TYPE a
Landing will be at the sarne elevation as the Curb Rarnp or Landing and there will not be
PLAN VIEW
Curb, or Sidewalks.
material to retain.
TYPE CoNeWTION
7 The Curb Ramp maximum running slope shall not require the ramp length
WrTM KIEFfR
PLAN vli1M D
DETECTABLE V"NING SURFACE - PLAN vlEw t
to exceed 15 feet to avoid chasing the slope indefinitely when connecting
++` T
TYPE PARALLEL A
LEGEND
to steep grades. Men applying the 15 -foot max - length, the running slope
°•�° SLOPF iN F#THFR DIRECTION
DETECTABLE WARNING SURFACE -
_
It - C, WN 16 - Cr MAX SEE STANMMID PLAN Fd3-t0
CE41ENT COWCRrETF SFF CONTRACT PLANS u SFF NOTE 7 GRADE BREAK
PEDESTRIAN CURB -
SEE NOTE 9 GRADE
M BEAK
? C
a
ER SLO TOP OF
'+t AX 6 3% MAX CO S�0% MAX ROADWAY
f
.fir; • '
IANO04G CURB RAW DFPRF SSF D CURB AND GUTTER -
SEE STANDARD PLAN F -16,12 AND NOTE 8
CURB RAW 4 C' it/N X - T MINI -SEE
SEE COMTRAC T PLANS CONTRACT PLANS
OF
BUFFER TOP
• 2 C76 MAX STR� ROADWAY
CEMENT CONCRETE CURB AND
CEMENT CONCRETE PEDESTRIAN GUTTER - SEE NOTES 4 8 6
CURE ;TYP . - SFF NOTF 9 aECT +ON O
15 (? MAX 4' 0 MIN.
_. _.. -7-
15 Cr MAX
_._. ___..,� .
SEE NOIF 7 SEE CONTRACT PLANS
SEE NOTE 7
GRADE BREAK
GRADE BREAK
8 3% MAX ;10% MAX..
GA' E PM' i TYO ; - 3 ..2. -043
�
1C v TYP
CURB RAMP
IANDING
CUR13 RAMP
SIV EXPANSION JOINT (TYP) -
crosswalk, or as shown in the Contract Plans.
SEE STANDARD PLAN F -30-10
ti
HOG 1,1GS - S►'AClE':
-�
SECTION (C )
=Sr
"GEMFNT CONCRFTF CURB RAMP TYPE
COMt31NAr10N" PAY UMLT -- SEE NOTE 6
MATCH :FNGF
..
TOP .4W*F - •A" r
svw+c • IYP . # N K}!a � r I i + _
- -•.may
..�....- /
Sf LvA., rYa
r; �. r s
r-
TRU55 ROD
;
r.
- � k
�
T- ENSIOM i ARE
k
1
break between the two adjacent surface planes shall be flush.
cURe AND cuTTFR '
SIDEiAALK rJ, I- ., -- 1
C n
TYPE COMBINATION
PAY LWT
NOTES
1 plate= n= shad nteet Ma requremertts
Of Stands sIOM 9-1
Cn,A h A%K FENCE TYPE 3 OR s -
3C I18LE 14 FT --,AN :*W( CRATE - PAY L WT TN 1 (+ % 'E "*'rat" 3 OR 4
PAY --WI'
NOTES
:>OL*LE r FT C -AM .00 GATE -
PAY L WT OAV :-,-' 4 ,T
PEDESTRIAN CURD - C
GA' E PM' i TYO ; - 3 ..2. -043
i4 C?k
1C v TYP
D AW MOM SCE, 4n;
r µ IYlptf S t -Y N '
crosswalk, or as shown in the Contract Plans.
P +: , P7S'
ti
HOG 1,1GS - S►'AClE':
SPACLC •a- 1>Itt 1KXfml
=Sr
re
'T' ►stx. ya1Rr
B 21- 1W MAX i`YP :
MATCH :FNGF
..
TOP .4W*F - •A" r
svw+c • IYP . # N K}!a � r I i + _
- -•.may
..�....- /
Sf LvA., rYa
r; �. r s
r-
TRU55 ROD
;
r.
- � k
�
T- ENSIOM i ARE
k
1
break between the two adjacent surface planes shall be flush.
cURe AND cuTTFR '
SIDEiAALK rJ, I- ., -- 1
C n
3 Do not pace Gratings: Junction Boxes, .Access Covers, or other appUrte-
SIDEWALK ` r, oc`�`( -� �7 r
r' L
Landing.
y'jT£ tC4i*Rtl11R;iYO.
P It
- - - - 4
4 See Contract Plans for the curb design s fled. See Standard Plan
p
F -10.12 for Curb, Curb and Gutter, D
•
f- - f
s
t` y
E rriV Ti`NSK)!. viARF
-,- .
o-
-
typ J I RkaAfto --OR
QE
Ate: _r+IK FENCE ?'' a'
i
4tA'Cr Ft1iCE in
40 1.6t443► -
SIFF STANDARD PLAN F-48.19 5
5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details
Sr. VALGE :TYP
•0 • 511INI4G -VP:
_ -
c1liku _ NY( ENCE F AaR C
See Contract Plans for width and placement of sidewalk.
Itii( Rail: -
FACE OF CURB D
DEPRESSED CURB 8 GUTTER 6
20' MAX
3 C' CHAN UMK Fc•M'E 'YPf c
CROSSWALK t
the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian
2 4 - CHAAI I OW V'IFW"r TYPE a
•r kC?iJIVt) TYy +
DOUBLE GATE
r--*Al,% I%K FF%CF TVP'F) C-Q t - SWsiF 6 T CH" 3 LIAR( GA'r - C"*04 k+( F:wx T *Qf 1 CA 4 -
.. PAY L VIT w PAY L111+r I'SY r +iMt --
GA. E POST ;°YPI- J IZ wi
HOG RJai�S - SaDACFn DLW iNOM SCH ac; _ 6 -
V,Z% POST ;: ir' iih, AiA7l TYf'
r E i*AFlE FC3+t :iA t E POST-
%s-o%
TOP +11Ntrr - LA4TR1 -l+uE 9< s'.YNc + TI,N,I a� r++ f CE
Q ^�4 ''�
:, �. I i F / -z k5irk. Atli€ r �g
cAiNtiC iiAiti<J :--V! "ell , ". �� i i ` ♦ . < \ 1 �r f #x. !? `.
j 'Rt► SS / i ' i' r E �tSi + * ��` fir' 4 s 10-
O� .p 43630
.. t s TE N5KN1I ItlKif I r a 4, j +C _ \
c�1 JFrt STS ���\ r � S -Rt ICHtR BAR 'Ya, } � I; ,, r: 0 Y3t-
so TOM It 14510% WRE ,
s
Ll � �; � E . -M - - w- ...- A- wA+�/i. a- .Lr- �ww�►.�.+• wA�+�- +lA4wr A• � • �..fv .r t v � `'� - -
-•I
D
-Y�P ,'fin- RF =RFC FOR
- CI►rjA1N LM tIIATE
I, aLi
COMBINATION CURB RAMP k;u+tst LINK �E`Ct 'YPt I ter,+ t =+rat - C�
90• s1+ we � RINGS - SPACED STAIiI"KD PLAN L -S0.1 "2
CI1ASU I •Nrr rFN„,� FABRIC . ;
-± p T °E •ti1KE5'TYP: - :i 7t w; MAx TYP:
STANDARD PLAN F- 40.14-0Z = - :14A11 1 N�( =ftiG€ TYPE) SpAC; D 4r rr: a�uc
SHEET 1 OF 1 SHEET 2 - _ - CHAit/ LN K Lt-%Ct TYPt a •! ROa.arD :TYP a APPRO EC FCA Ptit # ICA'I.0N
APPROVED FOR PUSH CATION
;.T 4. a. c*c .eve°
Pasco Bakotich M &W13 SINGLE GATE T�
-- --
SIACEC3EStsNtMutAlltCM RYA E ((
WaMi++glor+ SbN Otipo.fmont aT Tror,sparblion €
. - C MIN -- 4
4'- 0" MIN 1
NOTES
SEE CONTRACT PLANS 7 S
SEE CONTRACT PLANS
PEDESTRIAN CURD - C
1 P
3+8 i XPANSr A "NT TYP i - P
PEDESTRW! CURB - 3/6' EXPANSION JOINT {TYP
SEE NOTE 9 c
crosswalk, or as shown in the Contract Plans.
SEE STANOAM PLAN F -301 S
SEE NOTE 9 SEE STANDARD PLAN F -30.19 LANDING
j I +i
LALIOiNG S
P%AX 0OS'
2 Where "GRADE BREAK" is called out, the entire length of the grade
1
break between the two adjacent surface planes shall be flush.
cURe AND cuTTFR '
SIDEiAALK rJ, I- ., -- 1
C n
3 Do not pace Gratings: Junction Boxes, .Access Covers, or other appUrte-
SIDEWALK ` r, oc`�`( -� �7 r
r' L
Landing.
°- ;
- - - - 4
4 See Contract Plans for the curb design s fled. See Standard Plan
CURB a GUTTER -' °
F -10.12 for Curb, Curb and Gutter, D
4 01* WIN XYIP
+ C
CURB RAMP CURB RAMP D
P
Pedestran Curb details.
CURB RAMP D
�++ _
DETECTABLE WARNt#IG SURFACE - 4' - C" MIN. {TYP.) S
SIFF STANDARD PLAN F-48.19 5
5. $ee Standard Plan F -30.10 for Cement Concrete Sidewalk Details
FACE OF CURB S
_ -
See Contract Plans for width and placement of sidewalk.
FACE OF CURB D
DEPRESSED CURB 8 GUTTER 6
6 The Bid here "Cement Concrete Curb Ramp Type " does not include
CROSSWALK C
CROSSWALK t
the adjacent Curb: Curb and Gutter, Depressed Curb and Gutter. Pedestrian
o C
Curb, or Sidewalks.
= 7
7 The Curb Ramp maximum running slope shall not require the ramp length
PLAN vli1M D
DETECTABLE V"NING SURFACE - PLAN vlEw t
to exceed 15 feet to avoid chasing the slope indefinitely when connecting
++` T
TYPE PARALLEL A
A SEE STANDARD PLAN F416.10 :' TYPE PARALLEL S t
to steep grades. Men applying the 15 -foot max - length, the running slope
of the curb ramp shall be as flat as feasible.
to
4 -7 MIN o
8 Curb Ramp, Landing, and Flares shall receive broom finish See Standard
Specifications 5 -14.
^ S
9. Pedestrian Curb may be omitted if the ground surface at the back of the
fir`' 5
Curb Ramp and/or Landing will be at the same elevation as the Curb
- R
Ramp or Landing and there will be no material to retain.
CEMENT CONCRETE PEOESTRtAN DEPRESSED CURB & GUTTER -
- SEE NOTE 9 j L
S ECT*N A 1
151 - o" MAX _
_ I
PLANS LEGEND
SLOPE IN EITHER DIRECTION
SIDEWALK
15 � M/V( GRADE BREAK
- S R PL E r GRADL BREAK
SEE NOTE : EE CONTACT ANS SEE NOT ? -
%!
GRADE BREAK
SIDEVIMLK GRADE BREAK • J �
MAX 2C% MAX a 3% NIM- 1L CURB RAMP �'�, '�, PEDESTRIAN CURB -
�- -- LANDING SEE NOTE 9
L 348- EXPANWN JOINT (TYP) -
+" _ Ca RAMP L - CURB RAMP SEE STANDARD PLAN F.,30.10
LANDING
318' EXPANSION JONT,TYP - SECTION ( C
SEE sTANOARO PLAN F-M.10 �✓
sECTON O
CEMENT CONCRETE CURS PAW TYPE
PARALLEL A' PAY LNT - SEE NOTE 6 - -_ --
Y
r'✓
j = l5CWKTMC VIEW
TYPE PARALLEL A PAY LIMIT
"CEMENT CONCRETE CURB RAMP TYPE
PARAL IF[ F
ISOMETRIC VIEW
TYPE PARALLEL. 0 PAY LIMIT
eta Q,V Eyr* I
At. i
E
i,� oS�:
'W ;0 i ,
r Q;
10
0 ?_#G3 4363
'�t°r I5Trf1'�'
f JON.1L
PARALLEL CURB RAMP
STANDARD PLAN F- 40.12 -02
SHEET 1 OF 1 SHEET
APPROVED FOR PURI ICATION
Pasco Bakotich M 61W13
_ 91 ATF :IES'ON E►'- ++ti6Ei: i)A `T
WosbOwlie n S+ar'. D*pantnw.t ad Tronsporgtian
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED BY J � DATE
APFROWD BY DATE i1I J
APPROVED BY DATE
APPROVED BY DATE
!� � • 1 EtRSK)ai WIFiI:
�AARC HJ►ri„ _
SiK� IC►1 H KAR
t7A'E PMT
DETAIL .`A
5'RE'HCEq BAR
l .
FABRIi 13++W
` Fks -US W 14
1l }
'ENSIOA %%%SM ;'Yr : '%_01
a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX
FENCE I vft 4'
LYt SOLI
GATE POST
DETAIL C,)
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
t
Tc NSON V%W
- U1tWILAL e
1k ,.
j I +i
ST+i_ C--t" 6A/i I-YI'
P%AX 0OS'
DETA& Y
CEMENT CONCRETE CURS PAW TYPE
PARALLEL A' PAY LNT - SEE NOTE 6 - -_ --
Y
r'✓
j = l5CWKTMC VIEW
TYPE PARALLEL A PAY LIMIT
"CEMENT CONCRETE CURB RAMP TYPE
PARAL IF[ F
ISOMETRIC VIEW
TYPE PARALLEL. 0 PAY LIMIT
eta Q,V Eyr* I
At. i
E
i,� oS�:
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r Q;
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0 ?_#G3 4363
'�t°r I5Trf1'�'
f JON.1L
PARALLEL CURB RAMP
STANDARD PLAN F- 40.12 -02
SHEET 1 OF 1 SHEET
APPROVED FOR PURI ICATION
Pasco Bakotich M 61W13
_ 91 ATF :IES'ON E►'- ++ti6Ei: i)A `T
WosbOwlie n S+ar'. D*pantnw.t ad Tronsporgtian
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
APPROVED BY J � DATE
APFROWD BY DATE i1I J
APPROVED BY DATE
APPROVED BY DATE
!� � • 1 EtRSK)ai WIFiI:
�AARC HJ►ri„ _
SiK� IC►1 H KAR
t7A'E PMT
DETAIL .`A
5'RE'HCEq BAR
l .
FABRIi 13++W
` Fks -US W 14
1l }
'ENSIOA %%%SM ;'Yr : '%_01
a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX
FENCE I vft 4'
LYt SOLI
GATE POST
DETAIL C,)
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
t
Tc NSON V%W
- U1tWILAL e
1k ,.
!� � • 1 EtRSK)ai WIFiI:
�AARC HJ►ri„ _
SiK� IC►1 H KAR
t7A'E PMT
DETAIL .`A
5'RE'HCEq BAR
l .
FABRIi 13++W
` Fks -US W 14
1l }
'ENSIOA %%%SM ;'Yr : '%_01
a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX
FENCE I vft 4'
LYt SOLI
GATE POST
DETAIL C,)
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
t
Tc NSON V%W
- U1tWILAL e
1k ,.
j I +i
ST+i_ C--t" 6A/i I-YI'
P%AX 0OS'
DETA& Y
5'RE'HCEq BAR
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FABRIi 13++W
` Fks -US W 14
1l }
'ENSIOA %%%SM ;'Yr : '%_01
a(ss-t7yt .�NGt RFOtAWD ;TA CHtAtS , INX
FENCE I vft 4'
LYt SOLI
GATE POST
DETAIL C,)
3 REVISED PER CITY REVIEW
2 REVISED PER CITY REVIEW
1 REVISED PER CITY REVIEW
N0. REVISION
:AaRt" BAWL, , I
- 7
ENS Ora VA44t
T URN84A -JILL F j £YE BGl- "
'FNS <:)N W--qr --YP ' %'kl
f ' kLl - 1 fiE
U C14Ak4 I?
PENCE tvPt 4;
i
SURVEYED.
BCE
DESIGNED:
BJT 4/22/15 BJT
RAG 3/30/15 BJT DRAWN:
BJT 1/15/15 BJT CHECpKEEDD:
aJ r
BY DATE APPR APPROVED:
BJT
P% LL FKMT
DETAIL I D)
.tS:l t ±r ;I,
`, .rrr• •
,s<�Ff�.
I >,r IE
C14AIN LINK "TIE
STANDARD PLAN L- 30.10-02
AIPV1Q Vrr: FOR PUT% KlATKIM
M+•tiwe.•trw Sias• E#rprrr wAwt aR T~60mt os"
4 i MA
FIRM UNDISTURBED
'�f SOIL TO BE VERIFIED GEOTECHNICAL ENGINEER
i
V COMPACTED SOIL
- -, CRUSHED ROCK FILTER
MATERIAL, BETWEEN 2
y AND 4 INCH SIZE WITH
- , LESS THAN 2% FINIES
r MIN
GRAVEL BEDDING
4' MINDAUM DATER
DRAIN PIPE SURROUNDED BY
CLEAN WASHED 3114 • DRAIN
�
KEYWAY --� MI �-- POWT OF
( )
KEYWAY SHOULD BE SLOPED
DOWN TOWARDS THE FACE
BEING PROTECTED
NOT TO SCALE
ROCKERY NOTES
1 REFER TO CIVIL GRADING DRAWINGS FOR
WALL ALIGNMENTS AND ELEVATIlONS,
2 ROCKERY CONSTRUCTION SHALL BE COMPLETED
IN ACCORDANCE WITH THE ASSOCIATION OF R
ROCKERY CONTRACTORS GUIDELMS.
3. ROCK USED MUST MEET THE REQUIREMENTS
FOR ROCK tUALITY SPECIFIED IN SECTIONS 5- 13 -7(1)
OF THE WSDOT STANDARDS SPECIFICATIONS (2008),
4
ALL CAP ROCKS MUST BE SECURE AND NOT ABLE
TO BE DISLODGED BY HAND.
Terra CUT ROCKERY DEAIL
COPPERWOOD
'• • _
Associates Inc. RENTON WASHINGTON
Consuftents in C techn"I I
En- .*onn�tl� and Soil nulls Prod. NO.T -6N5 Date FES 2015 FigL" 4
R -38 1 425
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Co LJJ
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SCALE:
WRIZ.: N/A HORIZONTAL NAD D 9B3�1991 ., ROAD AND DRAINAGE NOTES AND DETAILS 10 08/2014
VERT.: N/A �• C1 TY 0
COPPERWOOD PACE: 00K-
RENTON
WADRANT PA: ONE INCH DATUM HOMES DRAYAW No:
I
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH 14725 SE 36TH ST S UITE 200
•
•
SCALE ACCORDINGLY BELLEVIJE, WA 6 SHEET: OF
26 37
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