HomeMy WebLinkAboutzS-4388set00
00
I
N
1 s I1 �
1 \
1 SID
1 1
I 1 u
11
1
1 0
1
1 1
1 1
1
1 1
1
1
1
1
1
L
� 1
1
� 1
I I ooCIA
, -----
;:: y :::
m ....r' ' •.•• .' : 1
AREA DRAIN, TYPE 1
cn 1 II RIM: 21.64 cn o
I II II IE: 16.02 6" (W) EXISTING o
IE: 16.18 6" (E) IE: 16.02 6" (E) SEE SHEET C4.2 FOR o D _ • ° t' \
BUILDING M EXISTING SEWER PLAN AND PROFILE v m
�Q 8 LF 6" PVC @ 2.00% SSCO #1 r _
1 T
N 1 PRIVATE RIM:21.51 FF: 21.95 — , \
I IE: 15 72 6" (N) ° \
S 1 - ,..
INSTALL BUILDING
I OIL/WATERS 2 J
I 3 C4.4 SERVICE CONNECTION
1 � � ;I... is ...�
1 5 LF 6" PVC 2.00° ::.W:�:W::::: �; p x
m'
/ c
D o r '•'. :•'•:
N _
PRIVATE � 0 1 � 2 rn �. 2 � 4 I 3" d �r �
1
ate;: n'b:�'�' o:' i
-- _ 3
rT .
— 1
So
1 z �mF: r.�. 1.
D t:.
C AN6CAP SEWER \ � �
— m D
—
1 ^ '
AT PR PE Y LIN O J:
.�C • � c
-1
'R\�Tj
1
6 .�
d
Pf7 '
i
i.
O.
— I :y I
O L20 I
rn
rn
L 2
1 _
\ 1 9 I
f
7 _22.00 O\
/
r__ r 0° W ON CO #2
S
- I
/ m w m r . . . . . .
\ n n r
d \ I r D r RIM: 21.65.:
°°" I TNT ;: ' :
y� m IE: 15.33 6" /S D [7:: �:
ao z m n::
D Z
M..
Z A _ r m
M N
Z
z
m 1-r Z7
G� I IE: 15.33 6" N
m y: n 4j
W N
d O m
n r
r D
W O .r
1
D
N M ° m O . x7 „�
m 'Gi'' Z N
N 1 O T •z•
m �. �'
1
w
0
:�: 1
m � ' rh I v /'
Z
t
8 LF 6" PVC 2.00% �
pwO� .o. .('
am .o .L7O of+
PRIVATE m�
Z
N m c' :N
N P -
Z.
N n
ao �•
-I f+ q.
••r' O �, •i
1 _ m � oc•
D m
m
- m. � z O o
I
Ul ti• . O Cl: I
r
o
tt D
N
N m
0
�O
I'
LF PVC2. �'
3 6 OU°Jo
n �—
n:
:a
c �
rn n,:'
I o
N
m rn m .I
Co !Y :
-__ N
o'm
.p y.:
0o _n �.
r m 2 o:
-- _ _ - PRIVATE w
r .o
r \0 3 m N G• :r�j � i�'1: � ' 1'•
m
a.
F--• z . Z —I A' frl' i I
m m (n m f+ N O..
y.
� m I O
r
O 0 11
Z Y'
m -
N i7:
V
I
76 LF 6" PVC 2.00
y.
r
1.
@ m.:
m C
m
i
O • in:
2 o.
N.
t7 n
• J
N
D
O --
r z• q 1
C 1-1 C PRIVATE m z
D tn:
m .;r
O D rr, r
p n N --I r+ m
n
1
m n 4 . m:
J
m 17
O -I 1
N
o m ti
:D•' O
o v
(�I n o O
m O c1� m � � • • e. ...
m
z G-
D
r 1
7JZ 1-,Z
1'
m r r -nt. Z
1,
O
m
m•
S m A
C
'9
ea
1
n � �
Z
r •D:
,n
1
-I N m
D O
:I
Z
1:
.m•
r
— D J
m m Z -I
Z _Z
•F •
�tW J
D
m
O w'
v _ �^n�
z
n
— O �:
� v 1
M
(/) m 5
j
�a
G
z
\.
N'
1 :t
_ �V D
b.
Know what's below.
Call before you dig.
�+ T. xrj
pg WAsgI�� <
T A C O M A • S E A T T L E
y72o SPOKANE TRI-CITIES
ECISTB0
�%0NAL E� 2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
05/15/2026
O
PROP 6"
ROOF DRAIN
B.O.P= 18.24
1.50'
PROP. 6"
O
SEWER
T.O.P= 16.64
Z
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
WASTEWATER UTILITY STANDARD NOTES
1 ALL WORK
OR AND MATERIAL SHALL
BE IN CONFORMANC
E WITH THE STANDARD A P S AND SPECIFICATION F O THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
A APPROVED
ET F S O P ROVED PLAN HA S SHALL BE KEPT ON IT T SITE A ALL TIMES DURING CONSTRUCTION
2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL
SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS
AND MONUMENTS
O UMENTS SHALL BE RE
FERENCED ON THE APPROVED PLANS L NS
3 - A PRE -CONSTRUCTION
CTION CONFERENC
E AND A 24 HOUR NOTICE
SHALL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS,
INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED
BY A P RE RESENTATIVE F TH
E HE CITY. IT SHA
LL LL T T BE HE CONTRACTOR'S T C OR'S RESPONSIBILITY TO
NOTIFY THE PUBLIC U C
WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION
4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS
UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC
CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY
5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND
FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REQUIREMENTS.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE
THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE
OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR
SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH
OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF
MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE
EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35,
C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY
9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC)
UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL,
BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE
OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412
10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE
BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY
COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY
11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS &
SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED
ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN
405
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF
THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE
COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL
13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER
SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED
PROFESSIONAL SURVEYOR
• I 5T�,. PLAN - 413
PUBLIC WORKS WASTEWATER UTILITY APPROVE° -
�1� DEPARTMENT STANDARD NOTES Martin Pastucha O/26/z
P.WlC Works Adm nl,t.ato, DATE
20 1 1
00
O
O
N
T
T
C)
C)
C)
lII
L/
N
a
J
N
S-438801
00
00
CY)
C\j
0
0
Know what's below.
Call before you
[-CH
ry.............
E-17_92,
IE=18.PVC N.... . .I 11,,PVC . ....... .j...
I i.
Ri-
S.
21 3,3k
(q) ....
IE- 13 18 6 (S.W)
...................
6 LF 6" PVC I'a 10 0 -to
PR& T
BUILDING SEV� k�� .....
O
SERVICE CONNE.CTrb!Y::.
TO BE RELOC
C)l 1T.q1
. . . .............
- ---------- ------ .......... ...................
N
VvAik. t�: ICq D. r Dp .. V:
-
----
--- PLACE P�kqr)��W ...... A
T. ..............
F ALVEWI;;
. ........... . 0
0.
�:�!V] ULM--
........... .. vCS .............
... EV�.. .......... ... .......... ..........
........ ........ :::: :::: ........................
.. ... . . .. ........................
.......... ..........................
........ ...
9i .......
......... ......
g.................... ........ ...
........ ........
ti
... ..........
.. . ...... ..... .
. ...............
ti
46
.:./. .......... ..... .. ........
... . . . . .....z. . . .............. ....... ......
.... ............. ... . ........
4APt ...... ........ ........
.......... ..
UILDIN(3 6'CLF
'v I!R I'VJSH
V OF L)OL)8L 'U
LE 22 � �EL)R
-X1 I NG/11311.11111-DIN.6" NA VD 8 0
I r -21.95
I S4. I�+ 8-16 -0 12+00
�3111Sk"I SVREC SS(REC)- tAREC-SS(REC) I
. — VV ....... ....... . '. :. L:v . b . .
............
ND SEWER
... .... NCASEMENT-
27 LF 8" Pj� of -
PAST BUILDING
J NDATIO�S
SSCO#5...
RIM: 21.48 LF 8" Dip CL52 @ 2.00%
IE: 13.09 8" (N*)$:$CQ #4 r- PRIVATE
..........
0 4-vu ER .......... W� JE- 31/81?'�(E).. AL F
.......... A ......... R
............ 1;/� ........... .........
'ATE ...... V
LF 8" DIP PL52 @ 2.00%
X ... py PRIVATE
N �A
4
CONNECT TO CENTER
..........
. . . . . . . . . . . . . . . . . . OF TRENCH DRAIN
...... ... .
t
REFER TO ARCHITECT
W DRAWINGS
.... ...........
LF 8" CL-2 •@ 2.00%��..
............. .. %
...... A.T
........ ................ ..............
6'
CL ..... 20
........ .............
"-EN
CECTRAN16S
... ...... ... 6 TION .... ....... CIS,
TEFL L F'
. .. ................
STORM Rn : :....':��'..... l\ r . ° .'. ..
T. x74
T A C O M A S E A T T L E
V6 SPOKANE TRI-CITIES
OA, 10 ISTE9 2215 North 30th Street, Suite 300 Tacoma, WA 98403
NAL 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
dig. 05/15/2026
46i
0
Ld
EXISTING SEWER
MAIN ENCASEMENT
(TXNO
T ART
�* ....... A ............... ....... V
AYtL,OFSURVEy
o. J304.0405) RIM
......................
CLF ........ .. ... ... ..................................... ...
......... .. .. ........
b
......... ... .. :.. ... : V .%.%. ...
Ln
.............
Ch
CD Ln GRAPHIC SCALE
0 10 20 40
... .......... v
... ..........
1' 20 FEET
...........
No 7- p,
S......... ...... .............
U
rN .. ..............
(TAX pU
A....... ........... V
INSTALL BUILDING 33 n ........... ,�UtzNa.
r2 ......... . .
..... . .........
C4.3 JSERVICE CONNECTION ......
Tv sp_
............ .. .. ............................................................
C4 . ...........
SS(REC)- SS(REC) SS(REC)- SS(REC) -,, L17 -(F.....
... ........ ...
........................................................ .......................
....................
N77026'10"E
'5'CLF 1---\6'CLF-\ 03,-v .......
119.92'
N ..........
7
..........
. . . . . . . . . . .
10+00 10+50 11+00
EXISTING SEWER PROFILE
SCALE: H: 1 "=20', V: 1 "=2'
11+50
SEE SHEET C4.1 FOR PRIVATE SIDE SEWER PLAN
12+00
12+50
13+00
nr,
(D
LL
13+50 13+53.95
00
O
O
L0
N
rr
n
S-438802
M0
W
I
N
r.'
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5
FOUNDATION LEVEL
— W (SEE NOTE 7)—
LIMITS OF PIPE ZONE
6"
O.D,
of
PIPE
BEDDING FOR ITARY SEWER PIPE
1, PROVIDE UNIFORM SUPPORT L�INDER BARREL
2. HAND TAMP UNDER HAUNCHES_
3. COMPACT HERDING MATERIAL TO 95 MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE, HAND] TAMP ONLY-
4. PIPE INST'ALLATiQN SHALL BE PER SEC-PON 7-08 OF TIE
STANDARD SPECIFICATIONS
8 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICAPONS
6. PIPE MIST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS WAINTAINED
7 TRENCH MDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECTCATTONS.
STD. PLAN - 405
PUBLIC WORrS PIPE BEDDING�aP
DEPARTMENT FOR SANITARY SEWERS Martin Pa to f 6/20
�'1 % LY9kikS�id3[1
�wlti Wtri4. ifm,mi art: ��
SANITARY SEWER PIPE BEDDING
NOT TO SCALE
Know what's below.
Call before you dig.
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
r. fi-7------------ I
,,,--EX. 5E'dER TWAIN
j 1 PROPER-Y LINE
SPOOL 1 r I7, 1 1
(LENGTW AS NEEDED) I 4 I � � �� X-O' wrN
I
S" SEWR STUB I I •� `i' UT'Ltf E Ar SaQE S WER
�SEWER MAIN TEE X 8" TEE
^� COUPLINfi (TYP )
BEND AS
;REQUIgW ,
EASTIHC SANITARY
SEWED MAIN
SF -WEED MAIN SIZE X 6" T€E
2••x 4" STLM MARKrNG POsT FAINTED
a` LAP WHITE wIT4 THE WORD -SEWER" S rw I
� TE O LEa
IN 3" HICH BI�ACR LETTERS AND #6 MIRE
WRAPPED AROUO TtiE SCUD ANb
EXTENOED TO THE TOP Or THE STUD
5'*X13"xS" SURFACE CLF ANGUT NTH CLAST PROM RING AND COVER
(EAST JORDAN IRIDN WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL. SPSaFY "SE14ER" ON LID),
CLE,ANOUT TO 8E CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO 13E $' IN DEPTH
�3
VrUTURE .4" SIDE7 SEWER
6"x6")r&" WyF_ rUtURE 6"x 4" REDUCER
ACCEPTABLE PROEDURES FOR SIDE $Eyl R CONNECTIONS TO EK STING SEMR MABFI
A YITRIFIED CLAY MAIN - CUT A A NEW PVC 'T€E" USRNO "ST1RDNG-8ACK" FLEXIBLE CGUP4JNGS (FERNCO OR APPROVED EQUAL),
a CONCRETE TRAIN - OUT tN ,A Ne VY PVC `TEE` uS1N0 'STRONG-•6ACK' FLEXIBLE COUPLINGS {FERNCo OR APPRCITD COI. AQ
C PVC &GOOD PYO MALN - Cut IN N8W TEE USING RP010 COUPLINGS OR COPE -DRILLED WITH A Roukc SAORLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WRTH A RCWAC SADDLE (OR APPRGVM EQUAL)
E LIFTED UArN. - CONNECPO!l TO SEWER MAINS THAT HAVE BEEN LGNED (CIPP, ETC ), CUT IN A NEW PVC "FEE" USING,
`STRONG -BACK" FLEXIBLE CCkJPLINOS (PERNCO OIL APPROVED EQUAL),
F MDFE - CORE -DRILLED WITH A ROF4AG SADDLE 'IN5FRTA-T€E- IrtAY BE USEE:D ON SEWER IVAINS 12" D44METER OR LARGER
s, KfANHOLE CONNECTION - ALL C0E+NECTIO145 TO MAN"OLES SHAD BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALT. BE CODE -DRILLED AND USE KOR-N-SEAL 13oors CR APPaOVEI] EQUAL
NOTES
i PRIOR TO IN$TALI.ATION OF A SA141TARY SEWED STUB, A SIDE SEWER STUB PERMIT MLDST BE PURCHASEO FROM THE OTY OF
FZWON PUSLIC WORKS DEPART1wIENI
2 kJNLESS OTHERWISE SHOWN C94 PLAN, SIDE SEWER SHALL 14AVE A h11NIMUM 2 5' COVED AT PRQPERYY LhNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVAZON, WHICHEVER IS LOWER
3 $IDE; SEVERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED ESY THE PUBLIC WORKS INSPECTOR
4 FOR &SPEETICN Or THE 5i0E SEWER STUE3, CALL 24 HOURS IN TAR VANCE. THE INSPECTION PHONE NUMBER 15 ON THE SIDE
SEWER STUB PERMIT SITE MIDST BE READY FOR INSPECTION MID Ati ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME 00 NOT BACICFILL TI-E TRENCFE UNTIL APPROVAL IS OrvEN BY THE INSPECTOR
5 AU- TRIE44104 RE5TOR.AT)ON F-OR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD POUb 110 OR 1102
5 T"E SIDE SOWER STUB SHALL HAVE PIPE BECOING IN ACCORSANC.E WTH STAN(]ARD PLAN 405
7 ALL SIa€ SEWER' STWS SHALL BE INVALLED BY A CONTRACTOR LICE NSC11 AND BONDOD IN THE STATE OF WASHIF470N
SIDE SEWER STUB STD.PLAN-A�6.1
"R PUBLIC WORKS XPa��.�- �
DEPARTMENT INSTALLATIONMartin Patti/0
(SEWER MAIN TO PROPERTY LIME)
t! 4
NWr QkTE
SIDE SEWER STUB INSTALLATION
NOT TO SCALE
00
0
N
AM
u
►"1
N
Q
J
LO
N
S-438803
CD
CD
M
N
ri1
LENGTH FT
w
CL
50
a 100
w 150
4 200
250
300
350
400
450
LENGTHI(FT
W 0
a-
4 50
Ir TOO
T50
200
250
0
.300
350
400
45D
LENGTHFT)
L1J 0
LL
50
Of }oD
w SO
4
20D
C] 250
300
35D
400
LENG?N ET
0
a
EL bO
11: •00
w
L4 5{1
200
g 250
300
350
400
450
PROCEDURC
E IN DIAMETER PIPE
0
50
100
150
200
250
3DO
350
400
450
500
80
160
236
316
396
47C
556
632
6134
680
140
220
3OG
.S80
456
536
615
596
112
708
/08
280
360
440
520
600
676
748
744
736
732
728
424
500
580
660
740
780
772
764
756
748
744
584
1544
720M85
808
796
788
780
772
764
760
704
784
856620
B08
600
792
7B4
776
772
944
BaO
860832
820
$08
8170
792
788
780
908
884
668840
B28
B20
8
604
796
788
9QS
888
872844
83.6
8246
2824
808
804
796
909
$AB
87b652
840
S 3 2
816
808
B04
TIME SECONDS
5 4N OiAMETER PIPE
0
50
100
150
20D
250
300
1 350
4-00
450
500
0
80
150
236
316
396
476
55B
632
680
6130
220
300
350
456
536
6$9
698
768
760
752
744
440
520
500
576
756
636
840
828
812
804
792
660
740
820
B96
932
908
868
868
856
840
832
B80
960
1028
992
964
9+40
920
900
88B
B72
860
1100
1084
1044
10'Z
988
964
9+44
928
912
000
888
1132
ST 92
105E
1028
1004
984
064
948
932
920
908
1132
1096
1068
1040
1111 G
996
960
964
948
936
924
1132
1100
1076
1052
1028
1008
992
976
964
952
940
1132
1 1104
110BO j
1055
103E
11020
1004
1 989
1 976
1 964
952
TrME SECONJ)S
6 IN DIAMETER PIPE
0
0
50
60
100
10
150
236
20D
316
2513
396
300
476
35C
556
400
632
450
580
500_
660
316
396
476
556
632
712
832
816
B04
804
792
632
712
792
872
952
984
952
928
90B
B88
876
952
' 028
1108
11: 2
138E
' 052
1020
992
972
952
936
1268
1284
T224
1176
1132
1100
11055
tp44
1020
1000
a84
1360
1300
1248
12174
1164
1132
1104
1080
1056
1036
1020
1360
1348
1264
1224
1192
11BO
1132
1108
1088
t068
1052
1360
1316
127E
1240
1208
1180
1156
1132
1112
1096
1076
1360
1320
1284
1252
1224
1200
1176
lt52
113,E
1116
1100
t360
1324
11292
12fi4
1236
1212
1192
1168
1152
1132
1116
TIME (SECONDS)
5 IN DIAMETER
PIPE
0
SO
100
150
200
25G
300
350
4GO
450
500
0
80
160
236
316
398
479
556
637
680
680
496
576
652
IJ2
B12
892
972
945
924
900
564
988
VD68
1148
1226
1248
1192
1144
1104
1072
1044
1020
1484
156+4
1484
140E
1344
1292
1248
1208
1172
1144
111E
1700
1608
1532
1464
1408
'360
131E
1280
1248
1216
$192
170D
1624
1550
1504
1452
�40
136E
1332
1304
1272
1248
700
1636
15130
1532
1454
1444
14p8
1378
13444
1316
1292
T700
1644
1596
1552
1512
1472
144p
140E
1380
t352
1328
1700
1652
1608
156E
1532
1498
1464
1436
1408
1384
1360
1700
1656
161E
1580
1546
1518
1484
1413c
1432
td08
1388
IIAAE 5f_CONDS
$JOWLY PRES51JRIZE THE PIPE TO 4 Q P S I C ALL SEWER P1PE SHALL MEET A MIYIMIJM Alfa
ALLOW 2 MINUTES FOR STABILIZATION. ADDING PRESSURE TEST 01: 413 P S I G FOR 5 WNUTES
AIR AS -1EOU11;E0 t0 STABxLIZE THE PRESSLRE 1NITH NO LOSS OF PRESSURE rF T44ERE IS A LOSS
AT 4 0 P 3_I.0 OF PiRESSi1RE, 1HEN tHE 7IM€ OF Tr-E DROP FROM
35 PSIG TO 25 PSIG SHALL NOT BE LESS
THAN THE TIME SHOWN ON THE ABOVE' TABLES
AIR TEST TABLE g, STbV
D. PLAN- 410
♦ PUBLIC WORKS ARP C �j]ignad
DEPARTMENT (LOW PRESSURE) rtin PaStuC 26/2az0
FOR SANITARY SEWERS Q- ,W, ?YP,ai::A I
W.......... IDA'[
AIR TEST TABLE
NOT TO SCALE
0
a�
Know what's below.
Call before you dig.
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Full 180' Open
COVER with ~'�` �` �' '/' ITT TTTTTTTTTTTTTTTTTTTTTTTTTTT—
'�
ADJUSTABLE FRAME
No. 264P ASSEMBLY \
340 lbs.
Suitable for use in off-street locations
where not subjected to high density traffic.
Oil Retaining Baffle
4" PVC
OUTLET PIPE
w/Flexible Connector & Sampling Tee
(4) - Dia. Lift Inserts
(2 Each Side)
BASE ASSEMBLY
No. 264-CPS-B
4,415 lbs.
Base 4,090 lbs.
Baffle Wall 160 lbs.
Weir Wall 165 lbs.
Total 4,415 lbs.
OPTIONAL TOP -HEAVY TRAFFIC
No. 264-T-CPS-HD No. 11 x 4 Casting
1,300 lbs. (11" Grade Risers Available)
3'-1" 2430 Frame & Cover
W/ R" Clear opening
(Gradede Risers Available)
6'- 7"
Note:
— Suitable for traffic locations.
4'-10"
,26CPS 44 \
4,415 lbs.
Note: Designed for 0 to 5-0" of Cover
L11
Oldcastle Precast'
PO Box 323, Wilsonville, Oregon 97070-0323
Tel: (503) 682-2844 Fax: (503) 682-2657
264-CPS
File Name: 020-264CPS
Issue Date: 2018
oldcastleprecast.com/wilsonville
5.0
264-CPS
Projected Coalescing Plate Area = 196 Sq.Ft.
*Design Flow Rate = 47 GPM (see back page)
Maximum Process Flow = 251 GPM
Galvanized Diamond Plate Doors
w/Locking Bolts
Optional-NonSlip Doors
Bolt Down Locking
(2) - J" Dia. Hex Bolts
Coalescing Media
Sediment Weir
R 4" PVC
INLET PIPE
w/Flexible
Connector & Tee
I
264-CPS
OIL / WATER SEPARATOR
COALESCING - 47 GPM
OIL WATER SEPARATOR (SERVICE BAYS)
NOT TO SCALE
264-CPS
Projected Coalescing Plate Area = 196 Sq.Ft.
*Design Flow Rate = 47 GPM
Maximum Process Flow = 251 GPM
O a
0
`o
0 0
o �
U
r y,r
I u'>
N I
�N
T
4" PVC
OUTLET PIPE
w/Flexible
Connector & Sampling Tee
�w
a
Field Grout
*V E
6'— 7"
No. 264P
Galvanized Diamond Plate Doors
w/Locking Bolts Risers available
PLAN VIEW 4" PVC
Dia. Insert INLET PIPE
Coalescing Media w/Hex Bolt w/Flexible Connector & Tee
Hold —Down (2 Each Side)
For Coalescing Media °1
E
Flow Line" Dia. Insert M W
Lift Inserts w
t-
(2 Each Side) a T o
mum
E
01
0
ro
o
N
U
m
M O
N
W
0
Oil Retaining L
Baffle
Sediment
Weir
4"
5-11"
4"
SECTION AA
Basic Design Information:
Influent Choracterics
*DESIGN
100%
— Oil Specific Gravity = 0.88
FLOW
EFFLUENT
COLLECTED
— Operating Temperature = 50•
RATE
QUALITY
SIZE
— Influent Oil Concentration = 100 ppm
Notes: 47
10 pp.
60 Micron
— Mean Oil Droplet Size = 130 Microns
— Static Water Depth = 2'-8"
— .033 ft/min. Critical Oil Droplet Predicted Rise Rate
— Prior to "Startup" of system, fill with clean water
to bottom of outlet pipe. For best results, fill to flow line.
*Basic Design Information per Washington
— Follow Regular Inspection, Cleaning, & Maintenance
State Department of Ecology; User to Adjust
Schedule (See Clean Out & Maintenance).
Estimates for Variations in Real Conditions.
coOldcastle Precast'
PO Box 323, Wilsonville, Oregon 97070-0323
Tel: (503) 682-2844 Fax: (503) 682-2657
264-CPS
File Name: 020-264CPS
Issue Date: 2018
oldcastleprecast.com/wilsonville
5.1
264-CPS
OIL / WATER SEPARATOR
COALESCING - 47 GPM
00
M
QD
O
O
N
6 A
u
u7
N
D
J
H
H
S-438804
00
00
C'M
CV
ri1
L
B.,
t
NOT TO SCALE
MAN14OLE FRAME AND COVER
SEE STD PLAN 40
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST s,rET' SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC.)
STEPS — POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER DASXETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER —POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE — 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR OAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED RACK OR ADDI:TIQNAL
VATERIAL SUITABLE TO
SUPPORT STRUCTURE
.A,
,(3.
,c,
ID,
E'
48" MIS
48"
6" MIN,
5"MIN
24" MIN_
21" I D
54" MIA
54''
8" MIN
b 5" MIN
24" MIN
24" 1 D
60" MH
B05F
8„ MIN
6" MIN
42" MIN
3O" I D
NDTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANfCLE SECTIDN5 ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478_
3 ADJUSTMENT OF IHE CASTING TO CRADE SHALL BE PER STO PLAN 106 LIE__Q3£..0F SHIMS IS PR0�11B+TED,
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUD-NG CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-S1i1EI_DG0AT 10O OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
B CHANNEL VADtH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO ihANHOLE SHALI. BE MADE USING KOR—N—SEAL BOOTS OR APPROVED EQUAL
B IN UN[UPROVED AREAS. MANHOLES SHALL EXTEND A MINIMIUMI OF 6" AND A MAXIMUM OF 12"
ABOVE FNISHE7 GRADE OR MUST HAVE AN AT —GRADE, MINIMUM 2'— DE CONCRETE RING POURED ARCjUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MIN.MLJM OF 60" IN DIAMETER
STD. PLAN - 400.1
PUBLIC WORKS
DEPARTMENT Martin SANITARY MANHOLE Martin P2Lstuol1261202
` 4A9C7. D,ATr
STANDARD SANITARY MANHOLE.
NOT TO SCALE
O �� pg WAS0G 131DOM
3
Q f-. TACO MA - S EATTL E
SPOKANE - TRI-CITIES
�.c�S��clsTsg�° �ti 2215 North 30th Street, Suite 300 Tacoma, WA 98403
Know what's below. SIGNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Call before you dig. 05/15/2026
POLTHOLES 3 PLES
EgUALLY SPACED 120'
APART ON 23 1/16' (586nn)
-4[A R.C. (SEE nETAIL)
COVER & FRAME
PLAN MEW
25' DJA _
3/4' 125mml
Ci9r�e�7
8 3/4' B 1/2'
C2-3/4 ] L64r9r9]
TYP
COMER SECTION MEW
6 1/2" DIA
C673rI��
25 1/4' DIR
NEDPDIA
RENE)GASKET
1 t/169
r C27mM]
` [152rIr't7
5/$' -1 23 3/'B' DIA CL OPEN
[16MMI 1594mn 1
27 5/16' DIA
C694mrn]
314 1/9' DIA
�0671~r+7 i
NOTES:
COVER BOTTOM VIEW
(3) BLT SDC, (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1 4' 1 1/ 16'
Ifs�ian.J f" 127mml
1/8' —1 1
C3r�n]
GASKET GROOVE DETAIL
FRAME SECTION VIEW 1. ALL FRAME AND COVER ASSEMBLIES SHALL HAVL
A LOCKING LID PER EAST JORDAN IRON WORKS
INC. PRODUCT No. 00371572 OR EQUAL.
2, USE FRAME AND COVER FOR SANITARY (SPECIFY
„SEWEW '),
STD, PLAN - 401.1
ur-Mi PUBLIC WORKS SEWER MANHOLE FRAME AND COVER
DEPARTMENT (CITY -OWNED) Martin PastL1����I�c�
CITY -OWNED SEWER MANHOLE
FRAME AND COVER
MAXIMUM DISTANCE BETWEEN SPACERS
SHALL BE 6 FEET ON CENTER
SEAL BOTH ENDS OF CASING WITH A
MANUFACTURED RUBBER SEALING DEVICE,
MODEL "W" BY PIPELINE SEAL & INSULATOR
OR APPROVED EQUAL
PLACE END SPACER MAXIMUM OF
12" FROM END OF CASING (TYP.)
V� L— ONE SPACER SHALL BE PLACED ON THE SPIGOT
END OF EACH SEGMENT AT THE LINE MARKING
THE LIMIT OF INSERTION INTO THE BELL. WHEN
THE JOINT IS COMPLETE, THE SPACER SHALL BE
IN CONTACT WITH THE BELL OF THE JOINT SO
THAT THE SPACER PUSHES THE JOINT AND
RELIEVES COMPRESSION WITHIN THE JOINT.
STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON
USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL
(1 ON CARRIER PIPE AND 1 ON CASING PIPE)
CARRIER PIPE
CARRIER PIPE DIAMETER
4"
6"
8"
10"
12"
CASING DIAMETER (PUSH —ON
JOINT CARRIER PIPE)
10"
12"
14"
16"
20"
STEEL CASING THICKNESS
0 25"
0 25"
0 25"
0.25"
0.25"
SPACER BAND WIDTH
8"
8"
8"
8"
8"
NOTES:
1 CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG OR APPROVED EQUAL
2 MINIMUM RUNNER WIDTH SHALL BE 2 INCHES
3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES
B MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT
JAMMING DURING INSTALLATION
4 STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER
5 SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER.
6 FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY
AN ENGINEER.
7 FOR STEEL CASING, PROVIDE SHOP —APPLIED ANTI —CORROSIVE COATING ON CASING EXTERIOR CONFORMING
TO AWWA 210 PRODUCT SHALL BE TNEMEC HI —BUILD TNEME—TAR SERIES 46H-413 OF APPROVED EQUAL
MINIMUM COATING THICKNESS SHALL BE 16 MILS DFT.
8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES.
9 PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER
PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE
CASING END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES.
STD. PLAN - 412
UBLIC WORKS CASING PIPE
URI DEPARTMENT FOR MAIN LINES & LATERALS Martin PastuCh@?/26/202
vuwi�MsQrM449D DATE
SEWER CASING
NOT TO SCALE
12:
00
co
O
O
O
(fl
CV
A,
u
T
T
C)
C)
C)
N
a
J
CV
S-438805
00
00
C'M
N
0
a�
Know what's below.
Call before you
-- 253-CPS
Full 180' Open \�
Galvanized Diamond Plate Doors
!�
01� w/Locking Bolts
Optional —NonSlip Doors
- - I —I —I —I —I —I —I —I —I
—I—I— Bolt Down Locking
COVER with l�� _ I —I —I —I —I —I —I —I —I —I —I— —
I
!�—I—I—I—I—I—I—I—I—I—I—I—I—I— (2) —" Dia. Hex Bolts
! —I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
!
ADJUSTABLE FRAME —I —I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I-
-I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
No. 25P ASSEMBLY —I —I —I —I —I —I —I —I —I —I —I —I-
-I —I —I —I —I —I —I —I —I —I —I —I —I —I —I I—
I —I —I —I —I —I —I —I —I —I —I —I —I —I I—
220 lbs.
Suitable for use in off—street locations 1=I'I'I'I'I'I' I'I'I'I'I'I1T —L 'I'IL
where not subjected to high density traffic. —I —I —I— —I—I—I---I—I----I--I—I—
I— —I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I
—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—
—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I—I— I—
I —I —I —I —I —I —I —I —I —I —I —I —I —I —I —I —I
—I —I —I —I —I —I —I —I —I —I —I —I —I —I —I —I
—I —I —I —I —I —I —I —I —I —I —I —I —I —I —I
—I—I—I—I—I—I—I—I—I—I—I—I—
Oil Retaining Baffle —I i i I I r i l l
_—I—I—I—I—I—I—I-
-I—I—I—I—I—I—
I—I� —
4" PVC
OUTLET PIPE
w/Flexible
Connector & Sampling Tee
5/8"0 Lift Insert
(2 Places Each Side Wall)
BASE ASSEMBLY
No. 253-B-CPS
2,195 Ibs.
Base 2,000 lbs.
Baffle Wall 95 lbs.
Weir Wall 100 lbs.
Total 2,195 lbs.
OPTIONAL TOP - HEAVY TRAFFIC
No. 253-T-CPS-HD No. 11 x 4 Casting
1,100 lbs. �� (11" Grade Risers Available)
2'-11" 2430 Frame & Cover 5-3"
w/ 24%30" Clear opening
\ (Grade Risers Available)
IIII-
5'-10" /
J4'-2..
No-253—B—CPS
2,195 lbs.
Note: Designed for 0 to 5'-0" of Cover
0 Oldcastle Precast'
PO Box 323, Wilsonville, Oregon 97070-0323
Tel: (503) 682-2844 Fax: (503) 682-2657
Note:
— Suitable for traffic locations.
253-CPS
File Name:020-253CPS
Issue Date: 2018
oldcastleprecast.com/wilsonvilie
4.0
Coalescing Media
Sediment Weir n S-52"
ee
253-CPS
OIL / WATER SEPARATOR
COALESCING - 27 GPM
OIL WATER SEPARATOR (UNDER DRIVE THRU)
NOT TO SCALE
3
��++ T . k-
�VO� 3g WAS&,,
0� 11r_" a_ o-k
�SSIONAL ��G
dig. 05/15/2026
f TACOMA • SEATTLE
S P O K A N E - T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
253-CPS
Projected Coalescing Plate Area = 111 Sq.Ft.
*Design Flow Rate = 27 GPM
Maximum Process Flow = 144 GPM
5-3"
4'-11j" Doors O.D.
4'-8j" Clear Opening
BoH Down Locking
(2) — }" Dia. Hex Bolts
A
of A AI 111MIA1
Hold —Down
For Coalescing Media
4" PVC"�
OUTLET PIPE Lift Insert
w/Flexible Connector Sampling Tee LiLi Each Side)
;* Li
ao =
Field Grout
I E
T_ 4-7
ft �
U
L Oil Retaining
Baffle
1'-3" �— 2'-0"
42Cf`-r1nK1 AA
No. 25P
Galvanized Diamond Plate Doors
w/Locking Bolts
Coalescing Media
Flow Line
J" Dia. Insert w/Hex Bolt
(2 Each Side)
4" PVC
INLET PIPE
w/ Flexible Connector & Tee
Li
Risers Available o
E
-- --
1 o
E
I
�
LI p
LL_ II
I o CL P ."
a)
0 0 m
I
N N O
3 0 LJ
1
v
Sediment Weir
N
6" V-6"
*DESIGN 100%
FLOW EFFLUENT COLLECTED
D ATC ni I A I ITV Q=
Notes:
— Static Water Depth = 2'-0"
— Prior to "Startup" of system, fill with clean water
to bottom of outlet pipe. For best results, fill to flow line.
— Follow Regular Inspection, Cleaning, & Maintenance
Schedule (See Clean Out & Maintenance).
0 Oldcastle Precast'
PO Box 323, Wilsonville, Oregon 97070-0323
Tel: (503) 682-2844 Fax: (503) 682-2657
253-CPS
File Name: 020-253CPS
Issue Date: 2018
oldcastleprecast.com/wilsonville
4.1
a
Basic Design Information:
Influent Characterics
— Oil Specific Gravity = 0.88
— Operating Temperature = 50'
— Influent oil Concentration = 100 ppm
— Mean Oil Droplet Size = 130 Microns
— .033 ft/min. Critical Oil Droplet Predicted Rise Rate
*Basic Design Information per Washington
State Department of Ecology, User to Adjust
Estimates for Variations in Real Conditions.
253-CPS
OIL / WATER SEPARATOR
COALESCING - 27 GPM
00
M
O
O
O
N
U
�,
T
T
C)
C)
N
a
D
J
Lid
N
LL
S-438806
00 00 00
00 00 00
CIO IO CIO
6
CC�
LL LU
......................................... ......
. ..........
.............
. .......
..............
......
.. ............... ON
... . .......
----------- --- - - i., ...............
..... .... .
.....................
.. . . .........•
..... ... ......
----------
sNN ..... . ........................
. ..........
..... .. ....... . ....... .........................
........... .......... V/C..9 .....................
..........
........................
OHU A PEE . . . . . . . . . . .
.L.A..$..F.M.. N..T..P.E. A
FN �.. . . . .. . I. N. K
.DO.....205E. . . UOU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . .0 �291
RAMP
.......................
.. ........ ..... . .......... ...... .....
... ..... ...... ...
................ . . . .... ...... * v
... . ........ ........ ........ .........
....... ......... .............. .
............... ......
0 E/C. . .. .... ..... 0...
............ ..........
........... STOP
. .. ....... ............... ........
... ........ ........
..... ....... ......................
................................................. .............
-C/G'. 0- . ........ ...
................................... . ..................
..... ........ ........ .........................
.......... .............
....... ... .. ............................................ ..... ................
...........
........... ........ .............. a ....................
................ ...................................................................
.............. ..................
........... ........ .. ....
........ ... .. .........
.......
.. ................... ... .... ....
....... ....... -UBAFU.1A TS.AN
W.................
A WALKERS
.....
............
. ........
..... .... ..... ................
..... ..... D
W)tUkfhffktR S.I.G. R.
.. ............. .
............. ... .-.-.-.-.EASE M ENT. PER.AFN ........... . ..... ........ .. . ........
..E/C ...
YOU
. . . . . . . . . . 1::
DRIVEWAY
. . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................ ......
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . ... . . . . . . . . . . . . . . .. . . . . . . . . . . . .
... .... .... ........
..... ... ....... DIR-ECTIONS SIGN .... ........
..... ......... ... **** .............. I,. � -;.; ........ . . . . . . . . . . . . . . . . ...
......................... ........
...............................
Elc
........ ....... . C,
. ......... .....
....... GE ...
MAPLE
cjc--
...... ......
....... .....
p....... . ... -d I * ... — . . .
........ . .... ....... BUILDING FINISH FLOOR
. ............... ......
............
CENTER OF DC
...... N I DOUBLE PED. D(31
.... ....... ELEV=22.03' NAVD 88
.... C
U U L
G. -
......................
E QC]
'
C-6'CLF
LASLM
...........
...... . .. .... PX0*tA4Wf0AGW�M0! WITH. RI.G H 1�T TIES ... ........
................ AFK[*20*0296.12-00062.2*.*.*.*-*-
6 CLF ANGLE POINT . ....................................
.......... ..... ....... 6' C
4.
0.6, BEARS S84'11'E, 0.6' .................
FROM CALCULATED
in zr
.............. C�
rn
LOT CORNER
.;A in
........ ... .. ............. 0
6' CLF '117 / ) -
......... , :..
UNKNOWN USE CD
LEA OUT .... ....... ......... ..
IM-21,96- ............ ........... ... ....
ANGLE
E PO I N 11'E� 0 6
6 ' CL F
06 BEARS
S r84
FROM
M CALCULATED
LA ED
LOT CO RNER
6 C L F
NOT PART OF SURVEY
(TAX PARCEL NO. 3340404150) ...... .. ... ....
7
................... .......
05 ...........
0
. ............ 4
00
... .................... ti
\ ..............
.... ............... ... ....
6' CLFOD D
4.
.... ........... ........... DEVDUQUSj
............ ............
A
. �.EA�EM, �NT. �4.
..........• A 51 . . ............
•
...... .......
...... ..... . ...... .......
.......... ............ ........
.......... .................
........... ...... ........
NOT P;d ........
.............. . ...............
................. ....... ...... . ........................ .... ......
SU5Y �K 11 ............. ***** ...... I, .......
....... ................................
(TAX PAR� � L. N. R,�. T� ............... .... .. .............
...............
3�40A,
A.............. .......................
... 82 ..............
...............
II
... ......... . .
Y. CLF
.......ems..... UTILITIES '--6'CLF 0 3' 09 EASEMENT TO THE CITY OF RENTON
31 .... PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914
. .........
(ENCOMPASSES WHOLE VACATED ALLEY)
6' CLF .'.'.'E/C
o26'10"E .........
........... . ..........
19.92, 6' CLF
119
Ch
6' CLF .... ......... PRIVATE INGRESS/EGRESS EASEMENT
..... V] ... .........
. ........ �FND 12 PERAK AND CAP STAMPED
'LS 19635
R FROM
BEARS S B-24'33"E, [123'
OM THE CALCULATED LOT CORNER
VISITED 11/18/2024
......... vv .
UTILITIES EASEMENT TO THE CITY OF RENTON
........ .................
. . . . . . . . . . . . . . . . . . . .II PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914
EG c4N - (ENCOMPASSES WHOLE VACATED ALLEY)
Erl -
CAW 0 .Y-?
0. .. ..... ...... T
..... . . . . . . . . . . . .
.. ......... ..........
E C
/
C/G..
RA)V.:-<
PSE.IELECTRICAL .... LF'. A
EXISTING
........... BUILDING UTILITIES EASEMENT TO THE CITY OF RENTON
........ ......
F.
ER AFN 20020207002539, CITY OF RENTON ORDINANCE 4942
LU ........ ....... :LF f (ENCOMPASSES WHOLE VACATED STREET)
.............. ..... i ........ FF: 21.95
.............
..............
D Q.5
......
....... *.*.m .......
...
........ ......
ATE<
OPY
*L`
L
4.
B L D G
ATE
F`
A * A
...........
BUILDING FINISH FLOOR AT
AD D I T I O N CENTER OF PED. DOOR
z
LABELED "SPRINKLER ROOM"
............ .
. . . . . . . C/ .
.......... C/W .
..... .......
...... .......
.......
................
....
8 ELEV=21.95' NAVD 8
Ic FF-2t95
\ SS
SD
.......... ......... PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES
......... ....
AFN 20020612000622
........ .....
...... TO
..........
..........
60.1 F, F
..........
B AY.. ..........
.... ELE .......
..... ........
..........
09
... ... 6' CLF
..........
0/0/00 /-6' CLF ANGLE POINT
-X BEARS N53'23'W, 1.3 F� Cff ULATED LOT CORNER
8' CLF END BEARSrfq25'48'W, 1.0' FROM CALCULATED LOT
R
8' CLF
6' CLF
-4
08
8' CLF
GATE 7N:MN8F0RM1ERS 0,8-� _0I
5 5. 1 BEARS S79-15W, 2.9' FROM THE 1_5 8' CLF
21 CRL&LDMWL(TRNER
1.4'
SS 2!?-
8' F - do-L
-301
1 1 y o \
REFER TO PSE PLANS M 00,
FOR POWER RELOCAT11 N
AND RECONNECTION
3; 0
0
_D L
----------
.......... .
�cw
.............
POWER VAULTS
................................. 1�
REFER TO PSE PLANS —
ID
CIN
I
DLE LOCATION
TO PSE PLANS
0
0
Know what's below.
Call before you dig.
SS
\ 1 \ —'.................
fflvSTEEL POST
FOR AE�RIAL
SUBARUGN
6'CLF
n!!T�S86020'
p p p
�p . ............ p
p I(PTL F 391.52'
.. .... . . .. .. . ... .. .. . . .. .. ... __ . I. . . . _III�6' F
6' CLF
M
T.
, 3V �WAS 16, �iel 3F WASfti*
"IONAL
5/15/2026
T A C O M A S E A T T L E
S P O K A N E TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
INTERSTATE 405
II
PRIMARY PULL VAULT
Uj
0
0
M
o
TOE
6' CLF
0
Q
`-8'/6' CLF INTERSECTI(
BEARS S26'55TV, 0.8'
CALCULATED LOT COR
6' CLF
STORMWATER
DETENTION
POND
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
UTILITY NOTES
1 ALL SEWER, WATER, STORM DRAINAGE, AND GAS SHALL BE MARKED
WHERE THEY INTERSECT THE CURB WITH METAL TAGS EMBEDDED IN
THE FACE. REFER TO SECTION 3.08 OF THE CITY DEVELOPMENT
GUIDELINES AND PUBLIC WORKS STANDARDS. COORDINATE WITH CITY
INSPECTOR.
2. MAINTAIN 18" VERTICAL SEPARATION AT ALL WATER UTILITY CROSSINGS
3. UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10'
HORIZONTAL SEPARATION. NON -WATER UTILITIES PARALLEL TO EACH
OTHER SHALL MAINTAIN A MINIMUM VHORIZONTAL SEPARATION.
POWER UNDERGROUNDING NOTES
1. LOCATION OF ALL POWER POLES, VAULTS AND CONDUIT ARE
PRELIMINARY. REFER TO PUGET SOUND ENERGY (PSE) PLANS FOR FINAL
LOCATIONS
2. REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE
INSTALLATION OF NEW POLES AND VAULTS.
3. REFER TO PSE PLANS FOR NOTES AND DETAILS REGARDING THE
REMOVAL OF EXISTING POLES AND OVERHEAD POWER LINES.
NEW POLE LOCATION
REFER TO PSE PLANS
00
CY)
(0
C)
C)
C)
(0
C\j
AM
C)
C)
C)
D
_j
R-438828 S-438807 W-438806