HomeMy WebLinkAboutP_Civil_Plan_Set_Woo_Developments_LLC_190719_v1�ll
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RIM=379.00
3 I IE 8" CONC. (E)=367.60
IE 8" CONC. (S)=367.65
3 L,
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Q
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I LOT 1
S
TAX PARCEL
722780 1 ", INFILTRATION
zI PROPOSED ROOF TRENCH BM
W DRAIN (TYP) PER DETAIL
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DATE:
07/02/19
.1',
PAGE: NIA
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RIM=378.80
E 12" CPP (W)=372.72
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SSMH
1,740 S.F.
�
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RIM=379.10
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SRDMH379.13
TYP♦=
10" DEC.
1,553 S.F.
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IE 8" CONC. (S)=364.98
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aw
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IE 12" PVC (S)=372.45
\
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RIM -377.09
C
5,54
S.F.
34" DEC
1,413 S.F.
1.5' R.O.W.
s
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IF 12" IP (N)=369.77
IE 6" IF (NE)=374.43
ROOF LINE
DEDICATION
T �3 5 a
1,277 S.F.
-
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TAX PARCEL
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RENTON HIGHLANDS NO. 2
RIM=377.94
VOL. 57, PGS. 92-98 \
EDGE OF ASPHALT
3. I
IE 8" CONC. (N)=363.87
• '
;ON
KTe 9
.
IF 8" CONC. (S)=363.81
`
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1,679
q •.
PLANTER BOX LOCATIONSy
-SEE LANDSCAPE PLAN /\
3g0'� DOMESTICATER�
.
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�. ^ s °
FIRE SERVICE\
(TYP.)
APPROXIMATE EX
E 12" CPP E =370.03
•.. °
a s,
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IE 12" CONC( (S)=370.03
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" SEWER STUB, r r;
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LOCATION FROM
1
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�.
••. •. •. •.
RENTON RECORDS
..
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5' SI
EWALK EA
•'...
.
1.50' ROW
HOUSE #1526
BMP
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DATE:
07/02/19
.1',
PAGE: NIA
° S.
RIM=378.80
E 12" CPP (W)=372.72
\
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SD
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SSMH
6 �
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1
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RIM=379.10
IE 8" PVC (SE)=371.22
SRDMH379.13
IE 6" IP (N)=367.10
10" DEC.
1,553 S.F.
I
N
3 o
�•
IE 8" CONC. (S)=364.98
o
I
IE 12" CONC. (W)=371.02
TRA
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IE 12" CONC.(N)=372.47
\
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IE 12" CPP (E)=372.48
SDMH
OPEN
N
3
.'
IE 12" PVC (S)=372.45
\
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N
RIM -377.09
5,54
S.F.
2,999
s
IF 12" IP (N)=369.77
IE 6" IF (NE)=374.43
• ..:.
°
a
T �3 5 a
1,277 S.F.
-
S. F.
c
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IE 12 IP (E)=369.89
IE 6" IF (SE)=374.49
LOT 18
W (n
RCEL
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10' BIORETENTfON IE 12" IP (S)=369.58
/ FIITFR CTRIA to l�l�nll-z�n
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PORTION OF LOT 2
°
BLOCK 45 \
TAX PARCEL
CORRECTED REPLAT OF
722780-1481
°
I
SSMH
RENTON HIGHLANDS NO. 2
RIM=377.94
VOL. 57, PGS. 92-98 \
IE 8" CONC. (N)=363.87
A\
IF 8" CONC. (S)=363.81
`
I
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o �
SDMH
PLANTER BOX LOCATIONSy
-SEE LANDSCAPE PLAN /\
3g0'� DOMESTICATER�
1•:a
RIM=377.78
IE 12" PVC (N)=370.08
FIRE SERVICE\
(TYP.)
E 12" CPP E =370.03
\
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.
.. ..
IE 12" CONC( (S)=370.03
" SEWER STUB, r r;
••. •. •. •.
..
SDCB
DEDICATION �. 11 - - t - - �l�V = �o SSMH
1,662 S.F. PROPOSED f
SSMH N 1 �, BIO -POD RIM=376.89
RIM _� - - ' ! '.G CB O PER DETAIL SHE `' . ` �I • I / IE 8" CONC. (N)=363.02
IE 8"CONC(N)=369.34
E 8"CONC(S)=369.39 a•• °. h• °♦� CONSTRUCT [
1
10" DE. ...'.'•• ' • CB2 (TYPE
12
FRONTAGE IMPROVEMENTS ON 1,364 S.F.
JEFFERSON AVENUE NE'�'
T/') RG /1()AICTP1 1/''TC r1 M/17"_ . - . S \ . � . . . . . . . . . . . \ + i /
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (509) 674-7419
SHED
E.
39897
0 GISTERE
�ssIONAL��
07/02/19
SURVEYED: SCALE: VERTICAL: NAVD 1988
SDM 1 „-20, HORIZONTAL: NAD 1983/1991
DESIGNED:
TJR
DRAWN:
CHECKED:
JRA ONE INCH DATUM 1, A
NEM AT FULL SCALE
F NOT ONE INCH
REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY
0 5 10 20
SCALE 1 " = 20'
AI/ITCC%
1. ROOFDRAINS CONNECT TO 235 LF OF FULL
INFILTRATION TRENCH BMPs.
2. OLDCASTLE BIO -POD TO PROVIDE WATER QUALITY
TREATMENT FOR P. G. I. S. ON-SITE.
3. FLOW CONTROL AND WATER QUALITY BMPs SIZED
PER THE 2017 CITY OF RENTON SURFACE WATER
DESIGN MANUAL.
Know what's below.
0111 before you dig.
CITY OF
U'R) RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/-)
JEFFERSON HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
PRELIMINARY GRADING & DRAINAGE
z
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II8'
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RIM=377.53
IE 4" PVC (NE)=373.93
O
DATE:
07/02/19
.1',
PAGE: NIA
° S.
DRAWING N0:
17735
SIDEWALK
s
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6 �
�
1
•
°
IE 8" PVC (SE)=371.22
1...• ° ..?' i
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10" DEC.
1,553 S.F.
°
°
°
♦ " .
. , TRACT B
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IE 12" CONC. (W)=371.02
TRA
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OPEN
PACE'
.'
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5,54
S.F.
2,999
s
IF 12" IP (N)=369.77
IE 6" IF (NE)=374.43
• ..:.
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a
T �3 5 a
1,277 S.F.
-
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IE 12 IP (E)=369.89
IE 6" IF (SE)=374.49
LOT 18
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/ FIITFR CTRIA to l�l�nll-z�n
n�
DEDICATION �. 11 - - t - - �l�V = �o SSMH
1,662 S.F. PROPOSED f
SSMH N 1 �, BIO -POD RIM=376.89
RIM _� - - ' ! '.G CB O PER DETAIL SHE `' . ` �I • I / IE 8" CONC. (N)=363.02
IE 8"CONC(N)=369.34
E 8"CONC(S)=369.39 a•• °. h• °♦� CONSTRUCT [
1
10" DE. ...'.'•• ' • CB2 (TYPE
12
FRONTAGE IMPROVEMENTS ON 1,364 S.F.
JEFFERSON AVENUE NE'�'
T/') RG /1()AICTP1 1/''TC r1 M/17"_ . - . S \ . � . . . . . . . . . . . \ + i /
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (509) 674-7419
SHED
E.
39897
0 GISTERE
�ssIONAL��
07/02/19
SURVEYED: SCALE: VERTICAL: NAVD 1988
SDM 1 „-20, HORIZONTAL: NAD 1983/1991
DESIGNED:
TJR
DRAWN:
CHECKED:
JRA ONE INCH DATUM 1, A
NEM AT FULL SCALE
F NOT ONE INCH
REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY
0 5 10 20
SCALE 1 " = 20'
AI/ITCC%
1. ROOFDRAINS CONNECT TO 235 LF OF FULL
INFILTRATION TRENCH BMPs.
2. OLDCASTLE BIO -POD TO PROVIDE WATER QUALITY
TREATMENT FOR P. G. I. S. ON-SITE.
3. FLOW CONTROL AND WATER QUALITY BMPs SIZED
PER THE 2017 CITY OF RENTON SURFACE WATER
DESIGN MANUAL.
Know what's below.
0111 before you dig.
CITY OF
U'R) RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/-)
JEFFERSON HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
PRELIMINARY GRADING & DRAINAGE
z
Q
J
I
I
O
DATE:
07/02/19
FIELDBOOK: N/A
PAGE: NIA
LL
DRAWING N0:
17735
SHEET: OF:
2 4
L7/
WM P WR_ L� T - vq
EX 1 W' / /
w w
- 3 CONNECT TO EX 12" DI WATER - R w
w w R=353.
L
L=188.76'
036 w
w EXw6" WM PER AS�UILU=w- E �rjjN S i
I El
I o
I �
0 5 10 20
l I SCALE 1 " = 20'
1
s I
� - SDCB
RIM=378.80
s 1 IE 12" CPP (W)=372.72
S
SSMH
RIM=379.00 SSMH
RIM=379.10 I SDMH
IE 8" CONC. (E)=367.60 \ 1 3 o RIM -379.13
IE 8" CONC. (S)=367.65 IE 6" IP (N)=367.10 IE 12" CONC. (N)=372.47
3 IE 8" CONC. (S)=364.98 ^ I N IE 12" CPP (E)=372.48
IE 12" PVC (S)=372.45
Q I N.
R
3 11.5' NEW FIRE HYDRANT \
N
�Ix
I X
N
3 °
N PORTION OF LOT 2 a 1 : /
s I BLOCK 45 \ TAX PARCEL 1 3 /
CORRECTED REPLAT OF 722780-1481 \ / SSMH
IRRIGATION METER FOR LOT 1
RENTON HIGHLANDS NO. 2 RIM=377.94
1 PLANTER BOXES IN VOL. 57, PGS. 92-98 \ ° IE 8" CONC. (N)=363.87
FOUND REBAR &CAP I � o
° FOUND REBAR &CAP TAX PARCEL �„ LS ILLEGIBLE
TRACT A
Z 0 722780-1475 #
\ _ _ � DOMES CWATER/ . � � o I _
0.5' S & 0.2' E 0.5' SOUTH F LINE � � / SDMH
a. LS #11332 0
PLANTER
LANDSCAPE PLANS 0 FENCE FlRE S VICE TYP. I s \ `� RIMIE 1237PVC (N)=370.08
\� r
C0.2' NORTH OF LINE <� / / IE 12" CPP (E)=370.03
00
- N88'50'41 "W 240.89' � ' \� �. N / IE 12" CONC
V FLOW N / - - - g88'S '41"W 0.00' j (S)=370.03
S =370.03
Uj LINE/ "SEWER STUB, TYP.
Q s - 1P SDCB
•• �, � RIM=377.53
1 I IE 4" PVC NE -373.93
Q J 5 SIDEWALK : I I a .. _ SIDEWALK s �/
04
.j RELOCATE ( )
• '.
TYPIs ° EXISTING IE 8" PVC (SE)=371.22
10" DEC. \ o in IE 12" CONC. (W)=371.02
s . '�' . I 16•'.•' ° FIRE
CO Z -',:. aCON
� ° - �<
;z:
HYDRANT SDMH
^< y ALLEY' E - I
CC LLI
- o RIM=377.09
0 10' DEC. ; .. • . Aj( E - - - - IE 12" IP (N)-369.77
. a
L� c
34" DEC .• • . � .•,••. •••• ••.•,.,•... .. 1P. IE 6" IP (NE)=374.43
\ T �3 N I E 12 E=369.89
e a E 6" IPP SE -374.49
LL Ujw ROOF LINE ( )-
-13' 1 . , •'.'. LOT 18 \ 1 . • •'. e • .•. e X
oel TAX RCEL "' 10' BIORETEN'ON E 12" IP (S)=369.58
/ �,•'. , / FILTER R' IE 6" IP (NW)=374.47
- I o / - - - - TAX PARCEL •4,• . •'.T DRIVEWAY
3 ••. t 1 722780-156 d
PER AS BUILT
1 1 1
\ '. •,•• . •,••'. •, •'. •,•'.
°. a
SHED �'. • 1 ' 16' EET .
1 ° ° .. ..
FLOW LINE 'CONdRE DRIVEWAY
°1 u
o� °.s ° BRICK•' A_T,
••' ' - - - •. - _ SDCB
FO
.. ° z RIM 376.58
s
3
cel o.SID
;• E e lE 6" CONC. SW 375.11
EDGE OF ASPHALT I a SON X72 Is s -
o NE 15TH ST
DECK . ' ... ° .. .
/ ' • ••� • ••' • •• ••' • ••' • ••' • °" 4 ..FOUND .RAILROAD .SPIKE
APPROXIMATE EX
I e
of e P .. e a• e 14" D ! SE #1513 _
. e
6" CI WATER LINE I o ° 3� o Na 15TH STREET
MEET
LOCATION FROM 1. �/ do. o - NE
m . �. �. w
RENTON RECORDS � �� t •' •• " � '
.•.�.
1.50' ROW :' `, HOUSE #1526 CL TE d'. • °
s
DEDICATION 3 `E- - - o 16SSMH
3
SSMH 8' BIOR ENTION/ A4 s _ RIM=376.89
cli
RIM -380.48 o FILTER STRIP ° s SH'E i:• E - - 11' / IE 8" CONC. (N)=363.02
IE 8"CONC(N)=369.34 •o 3 .. / IE 6" IP (E)=363.34
�..
IE 8"CONC(S)=369.39 r
- - - ' .' . . •. • •'.. ... • . a � . pe) / IE 8" CONC. (S)=362.97
L
r 1
10DE „ ; �. . ,•' '. - - - U) SDCB
\ .. •.'•.'•. •. 1 s
FRONTAGE IMPROVEMENTS ON • , s n �% RIM -375.64
°
1 \ ° s IE 6" CONC. (NW)=373.62
JEFFERSON AVENUE NE
TO BE CONSTRUCTED WITH � • , • ' • • • • • • � 376
• „ o N O
LU (41
CO
FUTURE CITY OF RENTON PROJECT l Q 374. 1 •'. • . �'. U \ / : z
-FRONTAGE WILL REMAIN AS -IS FOR I �'.' APPROXIMATE 10" CI
• •'.•'•'.•'•'.•'•'.•'•'. °•'. •' •� m e.
THIS PLAT o s :• �, •:._. •' '. /e LV WATER LINE LOCATION
0 11 _ V
-ASP •AY
•1.6'j-MPORARY .GESS'. FROM RENTON RECORDS
3 U
•.
� • : $ ° : . s ....:. • . •• • . •• • . •• •'.•••••.'. •• • . •• • . •. �'. •• • '. •• •'. , •'. •, \. • •'..••.'. •.••.'. •. •'.••. •'.••. •'. •. •'.••. •• . , • . , ' ®�}, . W . •,•10500• •' '..•. f•• . '• . • e•
L
9 CED Nb1.'1.1'3 ..', . , '. ,
M ) 6''.DEC;•' SHED
25.01' a a / -
00- - - - - .. / OFFSITE "' • ° Q
z N88'50'41 00 N88'0)0'41"W 131.28' \
A \ I ACCESS/UTILITY EASEMENT
FENCE CORNE _
Z �►
TO BE RECORDED I STRONG READING fl \ 0.1' N & 0.2' LOT 4 WITH METAL DETECTOR Q LV
1 LOT 17 \ OF CORNEf I t 0.2' N& 0.3' W I ,� o --j
Q
3 I FOUND RAR \ I 16FU I TAX PARCEL d
' URE 722780-1490 OF CORNER d
25' WITHOUT CAP TAX PARCEL I � I (� c
0.1' N & 0.5' E 722780-1555 ALLEY TO BE s ° °
Ljj
7 CONSTRUCTED I �
I -Nd cc
BY OTHERS
1--8'--�8'-1
°
°1 i I � � �
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (509) 674-7419
39897
0 GISTERE
�SSIONAL��
07/02/19
SURVEYED: SCALE: VERTICAL: NAVD 1988
SDM 1 "=20' HORIZONTAL: NAD 1983/1991
DESIGNED:
TJR
DRAWN:
JRA ONE INCH T 1 A
CHECKED: DA I U M
SCALE
NEM AT FULL
F NOT ONE INCH
REVISION BY DATE AP P R APPROVED: CJA SCALE ACCORDINGLY
UTILITY NOTES
1. SEWER AND WATER LINES SHALL HAVE 10' MIN. SEPARATION.
2. ALL WATER METERS AND SEWER CLEANOUTS IN ROADS OR DRIVEWAYS SHALL HAVE TRAFFIC RATED LIDS.
Know what's below.
0111 before you dig.
AO% CITY OF
U'R) RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/-)
JEFFERSON HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
PRELIMINARY SEWER & WATER PLAN
z
Q
I
I
z
O
DATE:
07/02/19
FIELDBOOK: N/A
PAGE: NIA
LL
DRAWING NO:
17735
SHEET: OF:
3 4
R1 DIMENSION —
B DIMENSION �I 5.00" TYPICAL
WALL THICKNESS
DUTLET. 08.00" MAXIMUM.
I I 4 I
ffx x0 d4.m" PVC SLOrm
UNOERDRAIN OUTLET ate' UNDERDRFJN PIPE.
IQRIFIOE CAP.
BYPASS WEIR. '
_ s �'A I IYEI di
_o�go , r blMEia516N
A
A INLET WINDOW. 'A D1rrLF1S14N
j DRAIN mWN DEVICE.
I 1 ■■■x I
wLk"r, 018.010*Al+vsflMUM. �� ; � -
-- --� PLAN VIEW
SCP SLAB NOT SHOWS IN THIS VIEW FOR CLARrTY,
ACCESS COVERS SHOWN IN PR44TOM.
INLET/OUTLET ACCESS CCVER & RISER, - 036.00' ACCESS COVER dL RISER.
SILE, OUAAITTTY do LOCATION MAY vAky.
r ... ..
DIVIDER WALL. -
INLET, NEARSIDE. -
r� 60.00'
"ASS WEIR. - 2.W LLILCH MINIMUM
• j BY OTHE3'L5
1HLEY WINDOW.
_'•.-?1'h.,.:ifi:y[y'oi':+t1':`+'ri,!'c'.''ie _r_ r ir"'ii .Y_;tii a',�ks
UNDERI}Ra1N OVrLETYrs ,, � s' • "� �- •f - 19.00" SkarrnTAN"
ORIFICE CAP, FAWDE MMA
OUTLET FARSID•, i' a+,�•�" a. 1 �:J.r.rs,_e s ,'w•E :a 1.
(AT FLOOR), ti DAO" DNIIIN ROCK
DRAIN DOWN DEVICE. SECTION A -A 04.00' PVC SLOTTED UNDERDITJMN PIPE.
MODE -lap)
VAULT SIZE'
A DIM 8 DIM
VAULT
FOOTPRINT,
(OD)
Al DIM 81 DIM
TREATMENT
FLGW
CAPACITY'
(GPMICFS)
TREATMENT
FLOW
CAPACITY'
(GPMICFS)
BPU-1646
4'
6'
5'
7'
1 25.61 0,057
28.810.64
BPU-IE•48
4'
8'
5'
S'
38.A 10.086
43.210-096
8PU-18-412
4'
12'
5'
13'
64.Oi4,143
72.010.160
BPU-18 6
6'
61
7'
7
38.410,456
43.216.096
BPII-1 M8
6'
8'
7'
9'
57-8 f 0.128
54.810.144
BPU-113.512
T
12'
7'
13'
96.010.214
108.010.241
EPU•113•816
8'
16'
9'
1 17
1 179210.399
1 201.1,+0-449
I All Dirnamlon5 Are Nominal
2 Based on an WA Ecology GULF Approval for Basle, Enhanced & Phosphorus.
At 1-60 gpmfsf Media Surface Area,
3 Based on an NJ GAT Verification & NJ DEP Certification, At 1,80 gprrL%f NWi8 Surface Area, US Patents Pending
BioPod'" Bio€eller 0Idicas#Ie'
1I INFRASTRUCTURE
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TO BE CONSTRUCTED WITH FUTURE CITY OF RENTON PROJECT
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NOTES:
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ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax. (509) 674-7419
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SPECIFICATIONS
T2" MEN .
12"MIN, ABOVE SEASONAL HIGH I
2d" MIN
GROUNDWATER OR HYDRAULICALLY
RESTRICTIVE LAYER
NOTES:
1. 16 MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS. OR ELEVATIONS
BELOW THE OVERFLOW POINT.
2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 107 MAX. WHEN LOCATED IN COARSE SANDS OR
COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST ZY IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30'114 LENGTH PER
1,D110 SQUARE FEET OF IMPERVIOUS SURFACE SERVED.
3. SEE CONSTRUCTION PLANS FOR SPECIFIC PRQJECT REQUIREMENT$.
UNLESS OTHERWISE NOTED, DRAWING ISNOT TO SCALE (NTSI
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STD. PLAN - 225.20
URIPUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT PPR D:
DEPARTMENTGAZ 9/28/2018
INFILTRATION TRENCH
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T2" MEN .
12"MIN, ABOVE SEASONAL HIGH I
2d" MIN
GROUNDWATER OR HYDRAULICALLY
RESTRICTIVE LAYER
NOTES:
1. 16 MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS. OR ELEVATIONS
BELOW THE OVERFLOW POINT.
2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 107 MAX. WHEN LOCATED IN COARSE SANDS OR
COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST ZY IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS
SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30'114 LENGTH PER
1,D110 SQUARE FEET OF IMPERVIOUS SURFACE SERVED.
3. SEE CONSTRUCTION PLANS FOR SPECIFIC PRQJECT REQUIREMENT$.
UNLESS OTHERWISE NOTED, DRAWING ISNOT TO SCALE (NTSI
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STD. PLAN - 225.20
URIPUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT PPR D:
DEPARTMENTGAZ 9/28/2018
INFILTRATION TRENCH
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PRIVATE ACCESS
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Know what's below.
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oi CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/-)
JEFFERSON HIGHLANDS
PRELIMINARY UNIT LOT SUBDIVISION
STREET PROFILE AND CROSS SECTIONS
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