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7 09
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HYDRANT. INSTALL
F a 5' STORZ FITTING
h.,q ( W > �► Z
Of
0
GO [ M MI �
ll I3 o W CONTRACTOR TO INSPECT IX. 6f
FIRE SERVICE LINE AND VERIFY THAT O W W
W L� ` _ - - . ��f_� 331 f P" (- . ' ,< �Y y ": R IS ADAQUATE FOR USE
_D O F- o F - "' -A p D' ® s' � t t o \ x '' EX . FIRE HYDRANT. INSTALL
0 0 Q Q 1 N "� w N, F tail z. VS.s �5' STORZ FRYING
0 Z p
a.\ H
1 -1/2 °f DOMESTIC WATER .METER
m O
Qf (n TO BE INSTALLED BY CITY FORCES uAMr IF rI RE
RENTON, WASHINGTON 12 .! e 1
k�,` UNDER SEPARATE PERMIT. r C5.
o iO'JaRE FELT
2 a
0L rwl aaDR a tialow,na I '� f, 4 s
W Jli +.'
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6.4
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17� ' • -1P' „ITS '.It L,J (, •- I Ir'1 / - - -- -- - - .'\� 22 \ '�- •
JI
R_
76 I `` 1 "�i ?: zA =;ra u; 5•,.
NEW GAS R AND SERVICE
3 ;). �l •• `� .�,;_ `° I�. :27.00 PER PUG SOUND ENERGY 1 0
RIM =26.85 j ` I s I e a SD
h f' V IE =23.25 27.00
z` 0 6- DOR DUNS (TYP)
�) -_/ CONNECT TO SSCOj1 : b <o \
RIM =;u:oP ARCHffECTIJRAL ��
II I[ -21.89 N. PLANS. LOT 2 \ .. �\ yam.
o 1 - -- - - - - --
- - -- - s
RIM =26 �2- 5
IE= 22.38wMEFLI a
E AQJU NT N0. 1 - <�
\ I�J I oo
ACCORDING sN 1. 81102 7 4 �R
VENT PIPE
qI- d Q o ° a * e c • o �Il I r . I / ` ?. \-N
\ R IM =26.80 PPP �,- -3Ga . 9 OIL/WATER SE-P ARA '
I _
- -36.. 6
RIM =MATCH GRADES
I3o ' RI 215 60 F E . IE(I 1
IOUn -.71 f - -- E( C5 1 e - -
__.. F _.<
9.�3 \ _
-
.0 SS 3 \ 1
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IE =21.OY I a 127.00 RIM =27.00 _- .. -.._ -.. -.
IE 19.55 P -p P P
LA-
29 I6 < t SSCO %1 59LF -6' %2s s D DfL3 -q
AH WA fin. Dry _27� ) 02. % 51
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02.
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01
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21 1z I I M_ I • { I I a' RIIME S= =St �9fLQj..F- 1 8 0 6 'fPVC 1 11 r.b 3
5
0-
i' ` n MIN �� 2. , - - - S - 6'1N'VC RIM18 370_ - - SSC k
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a 3 3 , RIM =27.80 C5.1
a , 02 00% MIN. IE =16.83 d
a I �a z$ 5 so
t
i-
6
m INSTALL 1 -1/2' DDCV I 2e
ASSEMBLY ON EXISTING { Win. I
17LF- 6' % 0�0 A1 1 /2' DOSERVICE
02.00% MIN. O 0 MIN. s TP SO a
^ !x. SSMH -. j ,. I 7, g � ° , ro�I � .Ia y 7:e • �`�P ry' - - - - -- - - - _ - - - h I a A c,
3 93
vi :S [A ..: _ F � � Sh=&. ? -•-'-R 1- .--_ -- �"`c�8 c- g�- "` =-��' - - F'-�- -_,_ ._._P�f- , 5
O [` - �r,'AO N' .•..r 'H:; '2`� 4,7 nlFb _'_ "�.,.*7'_' = =m=
U)
- T D _o D D - CONNECT TO IX. STUB 5!. OO -E SSMH 3
Of -D- _D_ __ -_ ( - ° D-- SEE- 410iE -1 -D D D p D RIM= 25,D{,3
1 r 7r (SOUTH 14 r�u STREET) �
D -_p - -p D_ -D.�D D D- 0 p -D - D--D ._ D - - -D D
-�- -- [ -A - �,n-�-
,A.. s\ ` - �� .: T - - -N 89' 10' 119N (BASIS OF B�INO` 2397.68'-- - .. 3
§.:v�. - -'I -- w -- ._- 'N----- w--- w - -w - -w - '9" STORZ FITTING I ,C1 __-
-'-! W; W-- W -W -W -- W- ,W--- W- N,�WLW -W
CJ
11
T M-._a „6 {��
ROLE 206.
' :41,I dhl'G�1111�It'i�( '.I 'Ift ills
8m.
1. CONTRACTOR TO DETERMINE INVERT
ELEVATION OF EXISTING SEWER STUB.
DO NOT CONNECT TO EXISTING STUB AT
AN INVERT ELEVATION HIGHER THAN 16.31.
2. ALL WORK SWILL BE AS REQUIRED BY
THE CITY OF RENTON
3. ALL FIRE SPRINKLER SYSTEM PIPING IS
TO BE BIDDER DESIGNED AND ALL STIES OF
FIRE SPRINKLER PIPING do APPURTENANCES
SHOWN ON THESE PLANS IS PRELIMINARY AND
SHALL BE VERIFIED BY THE SPRINKLER
DESIGNER do APPROVED BY THE LOCAL
AUTHORITY PRIOR TO INSTALLATION.
4. ALL FIRE SPRINKLER SYSTEM PIPING SHALL
BE INSTALLED BY A PERSON HOLDING A LEVEL
"U' OR A LEVEL °3' CERTIFICATE OF COMPETENCY.
5. CONTRACTOR TO FILL OIL/WATER SEPARATOR
WITH WATER PRIOR TO CLOSING COVER.
EX. FIRE HYDRANT. INSTALL
\ n 5' STORZ FRYING
3
- \\
to sw P P-� --- P _ - -
.0 SANITARY SEWER AND WATER KLAN
LEGEND
EXISTING
PROPOSED
SURVEY BY:
CLEARING LIMITS - - -
338
CONTOUR - - -338---
-25.0
SPOT ELEVATION "338.00
- - -o D - --
STORM PIPE -SO
❑
CATCH BASIN ■
STORM CLEAN OUT (CO) •
®
STORM MANHOLE
- -s s
SEWER PIPE SS-
®
SEWER MANHOLE
SEWER CLEAN OUT (CO) o
-W
WATER PIPE -W
o
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION }
POST INDICATOR VALVE ID
' .° B
GATE VALVE Z
❑W
WATER VAULT
ED
WATER METER
- T
BURIED TELEPHONE LINE
❑*
BURIED TELEPHONE RISER
-p -p-
BURIED POWER LINE
P -r
UNDERGROUND POWER AND
NAVD '88 - VERTICAL DATUM
TELECOMMUNICATION UNES
4
UTILITY POLE WITH GUY
-G
NATURAL GAS LINE -G
NATURAL GAS METER f7
SIGN
LIGHT ASPHALT PAVEMENT
BENCKMAM USED FOR THE VERTICAL. ELEVATIONS 5
DESCRIBED AS:
CONCRETE SIDEWALKS
- <
ASPHALT THICKENED EDGE
CONCRETE EXTRUDED,
FOUND 3• BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK
VERTICAL, OR MOUNTABLE
CURB AS NOTED
STAMPED •KING COUNTY SURVEY MONBENCHMARKUUMENT
OM FRONT IN 1973. LOCATED ON THE NORTH SIDE OF THE OF BUILDING NO. 604 RMflER AVENUE
CHAIN LINK FENCE
- - °-
WOOD FENCE
-x -x-
POST AND WIRE FENCE
BOLLARD •
1,1'(A .
FOUND CONTROL MONUMENT AS NOTED
o
FOUND CORNER MARKER AS NOTED
- - -
- PROPERTY LINE - - - -
DEMOLITION AREAS
- - - - -
- EASEMENT LINE
❑
AREA LIGHT
®
RAILROAD SWITCH
®
POWER BOX
d
POWER METER
W�I
POWER TRANSFORMER
0 30 6
POWER VAULT
®
SIGNAL CONTROL BOX
} - -■
STREET UGHT
O
SIGNAL VAULT
CJ
CLIMATE CONTROL UNIT
®
TELECOMMUNICATION JUNCTION BOX
0
TELECOMMUNICATIONS VAULT
-
TRAFFIC SIGNAL POLE
Ll
LIGHT VAULT
®
IRON GATE POST WITH SWING ARM
101
OIL TANK
®
COMPRESSOR UNIT
0
UNKNOWN VAULT
- \\
to sw P P-� --- P _ - -
.0 SANITARY SEWER AND WATER KLAN
- o -
- J'Wl 4 III MILER HIA WA..F _ - -� -- -
SURVEY BY:
,k u
HEBRANK, STEADMAN &
ASSOCIATES, INC., P.S.
PROFESSIONAL LAND SURVEYORS
' .° B
BASIS OF BEARINGS:
x 1 c I'rI InIMH4f r R
RECORD OF SURVEY
F R
{� ='
RECORDING NO. 9711149001
s N
NAVD '88 - VERTICAL DATUM
CITY OF RENTON BENCHMARK
3 B
BENCKMAM USED FOR THE VERTICAL. ELEVATIONS 5
DESCRIBED AS:
- <
< \,
FOUND 3• BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK
STAMPED •KING COUNTY SURVEY MONBENCHMARKUUMENT
OM FRONT IN 1973. LOCATED ON THE NORTH SIDE OF THE OF BUILDING NO. 604 RMflER AVENUE
-I P �` 7* ` 1
SOUTH IN RENTON. WASHINGTON. ELEVATION-27.855 FEET
(NAVD '88 -VERTM DATUM) PER STATE OF WASHNGTON
SURVEY CONTROL DATABASE POINT IO NO. 6168 AND POINT
1,1'(A .
TEMPORARY BENCHMARK INFORMATION
d� T
T.B.M. •A• S
D IA r
,tiry d
SET PUNCHED '
-D-� "
" S
S 89'4139•E r�.,.;,'0y' T
T.B.M. Ti•
�\a' W
W�I
Vv - -
0 30 6
60
SCALE: 1" = 3
30' -0"
L7
g
!X
a
y
j o
5
� G
3
o
`I'
U Th
a
3
USE HANSON COVER
NO. 02 -R. WITH GAS TIGHT
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10'
•� CONCRETE
CLASS 3000
4 -3/4"
53 12 -0
SECTION A -A FIBER JOINT WATER TIGHT
PACKING PLUG
B e 45' (1/8) BEND
PIPE MATERIAL AS SPECIFIED
! BY THE ENGINEER
i e
�Tl!!= 2j-
SECTION B -B
CAST IRON RING AND COVER
PLUG TO BE SEALED
IN SAME. MANNER AS
MAIN SEWER JOINTS.
1�. G` CLEANOUT MG ANO COVER SHALL BE EAST JORDAN IRON —X% INC. 6 INCH CLEANOUT
No. 305. CLEhN OU MALL BE A WATER TIGHT ASSEMBLY.
2. N UNNPROVED AREAS. POUR'A.V -0• THICK, Y-O' SOUNiE
CONCRETE AB 3M. PAD AROUND AROUND THE UE RIN.ER. O
3. IN ASPHALT ROADWA RESTORE ARGE CLEANWT PoNC AND ADOPTED
COVER AS REQUIRED, BY STANDARD OETAR ORAMNC DRUB. � CITT OP RDNIDN 1
d STAN ARD PLANE
LSf DATD. 04/04
gaMeva nobs JDH OMC
N D naaeaNelev cv c DWG. NAME: 8076 SP PAGE:8076
1 DATE I REVISIO 8Y PPR
W (SEE NOTE 4) LIMITS OF PIPE ZONE
(SEE MATERIAL
(SEE NOTE 5)
CONCRETE CLASS C
(SEE NOTE e)
FOUNDATION LEVEL
(CLASS A DESIGN) _r
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) —�
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL 8
1
(CLASS B, C, D, DESIGN).
BEDDING FOR RIGID PIPE
W (SEE NOTE: 4) LIMITS OF PIPE ZONE
.r0..
BEDDING MATERIAL
FOR FLEXIBLE EIRE
(SEE NOTE 7)
FOUNDATION LEVEL
(CLASS :F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
1. PRNNOE UNINRM: SUPPORT UNDER —D-
2 HAND TAMP UNDER HAUNCHES.
J. CDMPACT BEDDING MATERIAL TO D5X MAX DENSITY EXCEPT DIRECTLY
OVER PIPE NAND TAMP DULY. BEDDING LUSS ..S.
A SEE iXC.LVATION AND PREPARAT0I1 OF TRENCH" IN THE SANITARY DNEN510N.. _C�A55 A CL155 8 C `- C CIA54 F
SElMR4 SECT.- THE STANWTRD SPECIBCTATONS FOR TREHCII MOTH
W: AND TRENCHMG OPTIONS. E PIPE —E MLL BE THE ACNAL N• MIN. 0.A55
1RENCH -MOT1, EXCEPT POR.:CLA55 A G—G. THE MR N U. —CRETE 1/4 L0.. MIN ZERO
MDTH SHALL BE.1,- 1(2 I.D. +W. A NIN
2.. a MR
TRENCH BnCNFDL SNNL CONFORM i0 "BACNrR1.ING SENLt 1NENCNES °. .
IN THE SNNTARV. SETTERS: SECTION OF THE STANDARD SPEGDICATON& 0 1/ O➢. 1/2 O.D. 1/0 0.0. 2ER0
E %CEPT'TH,T GO G AII:LIRAP4 URGER TIN" PER FOOT OF PIPE
BUME1FA'.SNALL NOT BE USED N THE G- RIU.'MATER AI
A. SEE '1iE00RIG MATERIAL Fpt IT- PIPE DI THE AOORECAIR SEGIM
DF THE STAND AO SPECIRIGATIONS FOR THE MMIDAL SPECI ATOMS
7. SEE -TRURO MATDTN. 04 RE BIE PIPE N THE AOSREMTES
SECTgJ OF ST — 19-014 FOR THEN TERI L SPEGIFIBATURIS.
& WE MUST RE ANCHORED IN SUCH A NAM. AS TO ENSURE ROW
DNE IS MAINTNNEO.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED. o.
CITY oP TEMON /-A
• � ARDPLAN9 L
- US ATG OI /OS
2pq aI "ft 151 N�� PPR DWG. .NAME: 8077 SP PAGE: 8077
21
QII,/WAmt SEPARATOR SITING
OIL/WATER SEPARATOR TO BE CONNECTED TO 6 FLOOR DRAINS
IN THE NEW SERVICE DRIVE AREA. THE AREA WILL BE CLEANED
PERIODICALLY VIA PRESSURE WASHER.
PRESSURE WASHER HOSE RATE = 5 GPM
USE HANSON PIPE B PRODUCTS OIL/WATER SEPARATOR MODEL 466 —S
OR APPROVED EQUAL (CAPACITY =17.7 GPM)
FR 2
1*
yiG 312
C5.1 SEWER DETAILS AND NOTES
Cb:1)- 33VSO2
JFJIN 9 L 7997
ROLL
. a,
USE HANSON COVER
NO. 02 -R. WITH GAS TIGHT
NNO. 0z wrt►+COVERGAS TIGHT
MANHOLE RING AND COYER
AND 2-CLEANOUT RINGS
AND COVERS. EXTEND TO
MANHOLE RING AND .COVER
AND 2-CLEANOUT RINGS
AND COVERS. TxTEND To
FINISHED GRADE
OIL WATER
j
nyp)GANCNOP, s-� .OIL WATER .FINISHED GRADE.
RYRI
z _ SEPARATOR
• • cB1ERALNOTES.
i
!
- - -'^^ SEPARATOR
17 1.PMM
AT 90MIJ. RETENTION
538 GAL. MAX. CAPACITY 4
:7�C- 445PEF"i1'ge*M�- 6+g"y+fiTT f R.
AT 4'0'LIOUIO DEPTH TO
: 1
}
A 3
S.:. vDISumInOlN CeN INNPNUltM DxRROaEDS Ih E- tD a0 N TDm mIUIIG 1tBTE[ 1AIRSoI OIE LOIICEY NSI r BBL NmINBn
B
BHER ETR¢OID O:Rb ISIShmRIIESJ(S' f+RRYR1BIWYIr0IW.MRPBETN1IT NN.III IDE I NB N - ILD EP11(N
1
I I
DOWNNIRNED ELBOW
^ 0 1NLEr
COVER 8466 -5 \ =i= ., l'Tk tx'.,
1,500 1135 ,, y T �uj 1}:
I
!
t --
A .
LIFT A14CHOg
,. B J t`..... :69.414.+
OUTL[T - -
- // \
j -2, \ INLIE
OURET IE =18.71
GRIT._ BAFFLE
IFF E PETAINER 6'
LIFTING HOLE
I
'...WEIR
,.
CASE 8 466 - 5
4.950 '_I }`. I. •.r
6•.a.
12•
MIN.
FAFFLE-
fl
GRIT RETAINER -
WEIR BAFFLE -- 4'- 0' INLET IE =18.96
— - •.. - .•._
SAMPLING TEE 0 OUTLET �• -2•
9 .2r
':GTE: �A). '.Imb -Ia to bee p -.IY factor. 3
Ib). CpC ona covers are avaiablr. O
4'-0' __..
'1631. r n
SECTION . 5EC`ION 1570
NC'L i umb'rg co be S:Pnl eA by eontracto.
Opv—1 covere are alaM Ib .
Vault 466 -S
223
11 -01 -04
mo■
'-:Hanson-
224
11 -01 -04
.0.
...Hans ®n
Vault 466-S
21
QII,/WAmt SEPARATOR SITING
OIL/WATER SEPARATOR TO BE CONNECTED TO 6 FLOOR DRAINS
IN THE NEW SERVICE DRIVE AREA. THE AREA WILL BE CLEANED
PERIODICALLY VIA PRESSURE WASHER.
PRESSURE WASHER HOSE RATE = 5 GPM
USE HANSON PIPE B PRODUCTS OIL/WATER SEPARATOR MODEL 466 —S
OR APPROVED EQUAL (CAPACITY =17.7 GPM)
FR 2
1*
yiG 312
C5.1 SEWER DETAILS AND NOTES
Cb:1)- 33VSO2
JFJIN 9 L 7997
ROLL
. a,
-7
C:)
;�o
'J N
C14
A
0
'4.
. ...........
C)
00 36 0
34
D
32 -V THESE RECORD :DOC "ED ON INFORMATION
< UMENTS HAVE BEEN PROIARED BAS
PROVIDED BY E CONTRACTOR. WARNER 04GINEERING HAS NOT VERIFIED THE
_pl�5. 3
0
D/ In.
or- 1-6*0 TEE (WxWxW) ACCURACY AND R COMPLETENESS OF THIS INFORMATION AND SUL NOT BE
4
IBLE F
RESPONS
I-THRUST BLOCK Am, I LEIRORS" OR OMISSIONS WHICH MAY BE INCORPORATED
56 4
HEREIN AS A hPULT.
11,15
DDCV, PIV, AND MC
70 Lj AS
Lu
RE
N%A
wi
o< co JL
D( FIRE HYDRANT. INSTALL
< ry
.4 CC)
5* STORZ FITTING
4� -4 Z a5
k-) Lu 9
Lu
n U>' -U-jj L 3
0 uj w
n o
9
Z CONTRACTOR TO INSPECT EX. 600
LLJ FIRE SERVICE LINE AND VERIFY THAT
L-Li -25�4
u- I" - . 11) \� V I - .\
7 ADAQUATE FOR USE.
0 0
4- 2
0
D EX FIRE HYDRANT. INSTALL
X 26�
cn >
Q 4, 5 5* STORZ FITTING
0 71P Q,
Of,, -7 1-
co
T ,Py ygk,�j
4
D ox,
S
p
AB
m 50 SIN .7114 STREET )4.4
oLj
0 X\
RENTON, WASHINGTON 1-11VO DOMESTIC
WATER METER
4)' S7ALLED BY C FORCE;
41 C TO BE IN
2 24,599' SQ' ARE
UNDER SEPARATE PERMIT.
5. o
(n t 11 at 2
cn
EX FM RM (>
uj
If
z DS 0
'Ax
25
A< w
94LF-6001)i��"!
"5 4
J)
f
N,
7
A
J
DS 5 1.
Q
2
`�F> 5'N2
X
N, 'j
d'
0
.6
d,
-SO
FLOOR D"NS
j! I c
LT
AS-VILT -7-
26
Bf onims 0,\
LOT 3621"
-1-26-7426.5
C; 5 6, EX FIRE HYDRANT. INSTALL
e I pful RN T 110
p
336503, eye OF RENTON LOT Ul E ADJU
5 STORZ FITTING
B
H
10 2. 1117 C
OIL/WhIM001 26.19AB
D
VENT PIPE 26.17AB
c
21.2,W
OIL/WATER S 3.6. Q c�
�3
c) I 1.5�
D RIM -21.21AB
IEQN) vc.,
3
5
C.
SSCO#3
'0
21.15AB Q
RIM=27.uo 4pI
IE=19.55
Z
-p
-5 77e
0
Ix Im-7
.2
0 Z�111 J. I I
29 c 1
k
Jim
P� 6.91AB k ok "LP-4�4 D D.
I "Ap. �VAVAAS 59LF-6<
6. 1
m Ancr utm
rul UNKNOWN VAULT
G
\26.9
67LF- 4 FOt
00 DISC Alfflli "X" MARK "R MiA
_;D & ,.I l'AL FRAVL' STRUCTURE BRASS SURFACNE
02.
2
150 SW 7H STREET SURVEY BY:
4561" `EE R.0-S,. V,162/P.635')
RENT�N, SHIN TON
7. RI W=24,374 6 5 "It'
z z (6 25.
WSAIn ILL .11 6 HEBRANA� STEADNM &
ARE CE T Et2l"A 7 J1
71 CID
RM= lc� ASSOCIAITjSg INColy P.S.
0 IE=
7 IRA:: 6),
vr
PROFESSIONAL LAND
SURVEYORS
4191
SD
-opvc 2-5VA8
4" 1 6564 FIFTH AVENUE SOUTH. SEATTLE, WASHINGTON 98108 (206) 762-4962
< 0 02.-.00X MIN. *0
7 L i�&-6*0
7
W-) .02-00% MIN.
.00% MIN
F UND 7" DIAMETER BRASS BASIS OF BEARINGS:
)2 \ i 1- C,
"Z-7
18 t
DISC Vii,H PUINCH S�AMIIPIEED
j., f 4
L^J C> ii !I n,43"!- COU"N*P� 'SURVEY V0N?,!'p4[N`F S 'i A
RECORD OFSURVEY
d
ify;,3" " - VOLUME 118 OF SURVEYS, PAGE 66,
6. 2 211 "1 11 1 1
SEE
x
.2-
-��M A) 1, 7 5 RECORDING NO. 9711149001
u
D
m 6�2
I'v) NAVD'88 - VERTICAL DATUM
INSTALL 1-1/2- DDCV` 2
A 7
ASSEMBLY ON D(IS-TING
1-1/2' DOMEST! TY 0 F RENTON BENCHMARK
c
-AB
IOOLF C1
WATER SERVICE -6-0
0 .00
BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS
6
DESCRIBED AS:
FOUND 3' BRASS DISC WITH PUNCH IN CONCRETE SIDEWALK
STAMPED -KING COUNTY SURVEY MONBENCHMARKLIUMENT
EX, sSf`Af_f
/X
T�
r
oil
RIM=26.1 STA 3N-61 1973". LOCATED ON THE NORTH SIDE OF THE
IE=14,9
Ll u-
D �J -
-D 14-
N 89* 10'11 "W GO DRIVEWAY IN FRONT OF BUILDING NO. 604 RAINIER AVENUE
SOUTH IN RENTON, WASHINGTON, ELEVATION=27.855 FEET
x
raw.
7
z _p p S' (NAVD '88-VERTICAL DATUM) PER STATE OF WASHINGTON
0 777�
D
R SURVEY CONTROL DATABASE POINT ID NO. 6168 AND POINT
4,
6 -a 6 -/tF
NAME DESIGNATION "RENT 1920".
zi
T-OOXf tp -
_4
5
D TEMPORARY BENCHMARK INFORMATION
D D NNEQT QQ G__
D---- D--D--D -tSE-WWMAI IIP
1 tjT 1`7 -1 RIM=25 63 15 X-1 4p
EM
�D TRE T.B.M. 'A'
-D--- --D D--- D
7T CITY IOUIR --D
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M NO. 02-R. S 3 3 6
WITH GAS TIGHT
MANHOLE RING AND COVER
AND 2- CL.EANOUT RINGS
AND COVERS. EXTEND TO
FINISHED GRADE.
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SEPARATOR
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AT 30 MIN. RETENTION
530 CAI. MAX. CAPACITY 4" VENT
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J (ii). Optional covers are available:
TITLE :
PAGE F BATE
RI G3 pl
VaUlt,466 -S 223 11 -01 -04 "c'"
0
IRE'-P ENt 'k \, r •
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/ 02.00X MIN. EX. SSP6Ei
- CONNECT TO Ex. 0=21,96'
SEWER r
MAIN
, \,.�,�': ',�., . • C` :r �^ ' r� � n� ,; : <,., .. I � I� .12.6 (CENTI =R CHANNEL)
THESE
32LF -6 PVC RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATiO
l
D
PROM
-- DEO
BY
THE
CONTRACTOR �. GTOR.
2. WAR
0096 WARNER
ENGINEERING NG
HAS N
� OT VERIFIED IFlED
THE
_ p ACCU AND OR COMPLETENESS
3LF 6 OPV % OF THIS INFORMATION
C ON AND SHALL NOT BE
RESPI N
SI
2.0096
LE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED
HEREIN A RESULT.
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' LINES TO
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LAR
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CONTROL MONUMENT m
AS NOTED
W '
, • ..4.' Q • ti'\ , • z� FOUND
CORNER MARKER AS NOTED
C
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, 9
4 ROPE
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� ' ' .;\ tin . �\ �, �,� t . \ ° r;
a ..
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} 1 . . ° •t Al ,:� J�\ F� � ,
�
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6. a� .:2 �, \• s t< I�t� POWER BOX
�
' .. .,' \ °r, y POWER METER
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U �yw I`
C� POWER TRANSFORMER
C6 OF RENTON LOT Ll IF. .4119A _1 Wm-,' M-1 T ffiti I Y,� 4 \V h t, U POWER VAULT
n 5.,. 1
d r
i•.
SIGNAL CONTROL BOX
.p \` I STREET LIGHT t 814 02 6
?j �:f �' SIGNAL VAULT
CG? CLIMATE CONTROL UNiT
CONSTRUCT 24" I.D. RISER TO SURFACE 0 TELECOMMUNICATION JUNCTION BOX
W /LOCKING M.H. COVER, H2O LOADING 1 TELECOMMUNICATIONS VAULT
USE HANSON COVER
-- --
N0. 02 -R. WITH GAS TIGHT � TRAFFIC SIGNAL POLE 26.63AIB 26. ` ' `
MANHOLE RING AND COVER Q LIGHT VAULT
AND 2- CLF.AWOUT RINGS
12" MIN
AND COVERS. EXTEND TO L 0 IRON GATE POST WITH SWING ARM
(Np G Aci lox E FINISHED GRADE. " IE _ �?3 -99-
Oil. WATER I� OIL TANK
6 PVC TEE 2309 '
SEPARATOR
_ COMPRESSOR UNIT
6" PVC FROM Q UNKNOWN VAULT
i . GENERAL NOTES: GAR WASH DRAIN IE 98 n
Y. ? 6 PVC TO A
-- - - -._. _ 23:9sAB
1, BAFFIESr ?RECQr`1CREIf
TANK 2 ",n. "t,,f l) _ UDlAI _- z a r k SS osR` , !:Ct_ - -
y. ,t s as a ' r a y; , �W�i t : • k 1 ?s •,r . , DSiEE1 BA F! Eo U
PD,t REGUE.ST
( a �iS C „ dl _ ,`,. rr ?< ; p ) S "; A l , il', i _. J
D 'at.A
SURVEY BY: 3 PIPINGAlDTfES BY OTHERS
1 6'0" fib ^'c' , U 51
5. Q3 GALMNS PER HERTICALF001(INSIDE HEIGtt
n. 530wI116JSEJ1UF ,1RETfT10dAT4'Y tGUiDDEPIy
�
7. iT ISTHE RESPO lSIBIUTYOF Ot7NER TO SERVICE THIS UNIT
T
I' s " 1 -1/4" PVC OZONE
ti 2,On 3 0 RETURN LINE FROM �� ASSOCIATES9 INC., P.S.
A RECLAIM UNIT
PROFESSIONAL LAND SURVEYORS
6564 FIFTH AVENUE SOUTH, SEATTLE, WASHINGTON 98108 (M) 762.4982
B J 1500 GAL. MIN CAPACITY " a
-' TWO COMPARTMENT 6 PVC TEE
cUN!" DIAMFTEN 3RAS S_!I:r_A.1_'L BASIS OF BEARINGS:
a. OUTLET IE =- n I tfr }, ?t;r'ICii 1'ai "� "s�
our 6AFFLE 2a 11 O _
s Yl��.,l at; RECORD OF SURVEY
j FFLE REFtt1t�IER 0, :(' iC) SURVEY i40N !MEN STA IC:": fil �
WEIk
�, 1 'EF c` V 1 F<;1� 63 - _ -.. � VOLUME 118 OF SURVEYS, PAGE 66
I
R EC LAS M TANK 1 RECORDING NO.97119 49
-A x- - - 001
-
t
CROSS S
vJ h I
s� ai�a,,, �� 88 VEIL 6 DATUM
A V ® i
CONSTRUCT 24" I.D. RISER TO SURFACE a.,�,• ,r
W /LOCKING M.H. COVER, H2O LOADING- CITY OF RENT
I ; 2s.77AB � � ,�'
ON BENCHMARK
2sssAB
„ r' BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS
12a { I t83ornm' 12 MIN DESCRIBED AS:
ti;
MIN. (' ; 5'-2° 5' 6" �` FOUND 3" BRASS DiSC WITH PUNCH IN CONCRETE SIDEWALK
I >I IE _ STAMPED 'KING COUNTY SURVEY MONBENCHMARKUUMENT
(S�75mm} (iG7rJr»ri,':
-�
" 23. 4 STA 3N -61 1973 LOCATED ON THE NORTH SIDE OF THE
6 PVC TEE DRIVEWAY IN FRONT OF BUILDING N0. 604 RAINIER AVENUE
j " SOUTH IN RENTON, WASHINGTON. ELEVATION= 27.855 FEET
:t
6 PVC FROM ;P� (NAVD '88- VERTICAL DATUM) PER STATE OF WASHINGTON
TANK 1 - n \,V`�' SURVEY CONTROL DATABASE POINT ID NO. 6168 AND POINT
6 PVC TO 4A „
23.9
�, �;� NAME DESiGNAT10N RENT1920 ".
SEWER
T
�\ Y EM P
SAMPLING TEE ®OUTLET O RA
3,_�,I 6,0,; 5,2» 2 -2" SCH 80 PVC �,� �r
RY BENCHMARK INFORMATION
- 5'r2, SUCTION LINES BACK
I 15�5mn,:'
4' -0" - TO RECLAIM UNIT
- ° ,v ' T.B.M. "A°
n22atY,,, SET PUNCHED "X" MARK ON TOP CENTER
/183Dn1m tx ? > v+ OF FIRE HYDRANT. ELEVATION =28.91 FEET.
1'4" -
SEGTiON Air, 5ECTION 130 > '
T.B.M. B
°3 SET PUNCHED "X" MARK ON TOP CENTER
dzo,.•.• �"P� OF FiRE HYDRANT,
28.85 1500 GAL MIN CAPACITY
RANT. ELEVATION 28.85 FEET.
NOTE: a',: I'I;�inbin tri be 5unplied by contractor..
(b;. Optional covers are available. TWO COMPARTMENT ° O 30 60
TITLE. 'PAGE PATE
Rom 11
"Hanson
Vauit 466 =S 224 11 -01 -04 r n
R EG LAi M TAB K scA�E. 1 - 30 -o
PLAN
CROSS SECTION: '° , I c 11 1j v v
_