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SCALE 1 " = 20'
PORTION OF THE S.E. 114, S.E. 114, SECTION 4 TOWNSHIP 23 NORTH, RANGE 5 BAST, W.M.
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SIGI AS BUILT INFORMATION ADDED
- --- f NANDNALLE -'�- BY GEODIMENSIONS INC.
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1 CATCH BASIN " I--------
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� � ... - _ _ RIM 398 76 I� .� 12 � ' I
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2 ,a _ ` ^ INV=396.24 (12E) x, I I 't
TRACT A + A — — -- ; UTILP, �
L�
— (DETENTION i 1 2F REMOVE & REPLACE t ESWT.
ROCKERY AS NECESSARY L 1 :-11ss i Jill 111111111m I I III
&1 — - PAVEMENT CUT & PATCH ---------------'
�, PER CITY STANDARDS. :--- - — -
6 / 7.73' TO S ROW L , \)
1 V' I _ U 1 E- BLVD S. 12 -- f' ACCESS/ N t
�6 �0 - t REMOVE & REPLACE CURB & LML
,�" ,1 p . i - GUTTER PER CITY STANDARDS ESMT.
Q'' i SS1�fIH#6 �� j 1 f t �''+�� _ 9 i 8 i
\ \ 4\ 8 e) �5+23.85 STAB ' 155.02R I , I I 7
41� RIM ELEV = 489.82 40t. II
i 1 1 ♦ SUNSET BLVD S. ROW LINE
oo " i / I.E. PVC-(In)—W 94 -2�
-l. E. X. 8"PVC i n) S = 3q,. 61, 1 I ALL WORK WITHIN OL YMPIC 16 15 D
• PIPELINE EASEMENT TO BE ,
�•---- � - f LE. 8"PVC (Out) N--�� 39`3i6 i P
---------------- �----�-- , i / � ; cn I �I DONE UNDER THE DIRECT �-------' 1
4 m
SUPERVISION OF AN OLYMPIC-- `-- _- _------ --- ..
416 - — — — — — I I w I PIPELINE INSPECTOR ------ - -- - - -----------
1 \ I 12 I Nd = - 1 I , SEE SHEET C28 FOR GENERAL accEss/ ; \
\ \ I \ j 4r06.421 1 / 1 ), i CI A I 1\ 4 i I CONSTRUCTION & ROW SMUTILT. 3 1 2 1
PAD=413.5 1 / _ -- (WOODBRIERE) I , 1 3 REQIREMENTS FOR WORK
PARCEL 951099TR-A 1 I L----1-----1-----•—l—__
� � WITHIN THE OLYMPIC PIPELINE
/��i t�:E55�/ BLA# 20031024001725 1` \ I 4 1 EASEMENT
vim. EswT. KEY MAP
1 \, ��a W SCALE 1 CAL '
T :N� ! `Aw \ , I -j I PLUG, As DAM
420 - - - _ "JF ' iER I _ \, \� I 1C12
.TEE OF APPROPRIATE SI7F
422 1 vvi -R - CT B
1=-_--------�
` I----------� -- � - — � ,0 EN SPACE)
_-I416
PA
1 \ D=424 0 _ I101 '
-423� -SEE NOTEI\4= .5
� i I—�_ I
1 422 -` 1'' i
�-"RELIINER" BRAND STAINLESS
425.0 .:......................
8" PVC SDR315 S5
UALPIC O I'Y SPACER
OR EOUAI_(3TOTAL,
2 NEAR ENDS, t Af' 420.0
P.tIUULE)
EX. SLOPE TO REMAIN 1?" 1�.1. C I-510
C:ASIN IG PIPE \ \
cr�slr•.L� SECTION
REINSTALL EX. 415.0 ........
ROCKERY `
pr ' D I
FREE -DRAINING BACKFILL
B o;: (MAX. 5% FINES) MIN. S"
_
' o A WIDE LAYER OF
2 TO 4 HIGH i
40 :`,.d: QUARRY SPALLS
ADJUSTED ADJ T 0 ROCKERY
410 ......... ....... ..
...�L i
STABLE CUT FACE IN 086%
o ° NAllVE MATERIAL (SEE
o 1t) NOTE 7),
o
..••::.:.a I (OR LESS) DIAMETER WASHED 405.0 .......................................
aI GRAVEL; MIN. B' COVER OVER
PIPE, MIN. 2" GRAVEL UNDER
PIPE.
MIN, 12_j
- EX. FOOTING DRAIN TO REMAIN
FIRM, UNDISTURBED SOIL- 400.0 ......••
RUBBER BOOT AT THE END OF
3' MIN. CASING TRENTON SEAL -WRAF
OR EQUAL
-�r 395.0........................................
B" PVC SS
—20' 12• D.I. PIPE CLSQ CASING
'ICO FIX SPACER OR EQUAL (3
1L, 2 NEAR ENDS, 1 AT MIDDLE)
r "cl UNDER RD[�CERY
NOT TO SCALE
U
,ITEEL AC. IUz.TABLE ULA IFIW,
J BRACKETS OR APPROVED EQUAL
-- 9v• BENC,
4
314 THE ClIAr'v^ETEFt OF
... THE DOWNSTREAM PIPE
NOTES:
20• 0 9 INS[DE DRCPS ARE NLY TO BE USED UPON APPROVAL BY THE
WSSTE+1ATER UTILITY ECTION.
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oul
m
385.0
4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40
Z. ALL PIPES .AND FlTILNGS SHALL BE SIMILAR SIZE AND 1,14ERIA.L _
AS INCOMING MAINLINE.
3. MINIMUM SIZE MANHOLE FOR I1481DE DROP CONNECTION SHALL BE
RO" OIAVETTER.
4 Cu'NNEC11ONS TO MANHOLE :HALL BE MADE USING GPK ADAPTOR,
KOR-4 E -L CR APPRME7 EQUAL. _
5. 071-II'+ A eG CIAMETEP MANHOLE, THE IJrxIMUTA ALL"1Y.16BLE DIWETER
OF THE 1`q.'E M? )= PI INC I 17 INSI E Drops Fxs.EE-4142, 12' IN
GIAMETEL OR VL LTIPLE DROPS SHALL 13E RE IE4EO 13Y THE OMSTEWATER
UTILITY AND MAY HE.CJIRE A LARLE. DIAMETER NA4HJLE.
E. ..ELINER BRAND 5TSINLEa., STEEL A...IUSFA...LE CLAM?-INC ERACKEFS -
OR AP RQ%EU EUMA.L SHALL i-E IN-:;TALLEJ WTH14 E' OF
EDTH BELL ANCI SPIGOT ENDS OF EACH CR7 ol=E
IF DROP FIFE LENrTH ry-Ems S FEET THEN CENTER sT?eps
SHALL BE INST.ALLE,' x1TH A VAximum SPACING uF 4 FEET -
ON CENTER. BRACKETS -HALL BE ATTACHED UTILIZING STAINLESS -
STEEL F):vANSION BC.LTMIN. 2 EACH AT GONNE'CTICN ^ 14T.
INSIDE DROP MANHOLE SSMH#6
NOT TO SCALE
VERTICAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
SITE BENCH MARK:
A 1-112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"
X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A
MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
NE 12TH STREET AND UNION AVENUE NE.
(CITY OF RENTON #159)
ELEV. = 415.95'
BASIS OF BEARING
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION li (A.K.A. GREENFIELD 11), VOL. 216 PG. CALL 48 HOURS
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES+1 BEFORE YOU DIG
-337204 1-800-424-5555
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY:
Date BY:
Date
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PROJECT NO.: 12007
DRAWN BY: VK/SBR
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
REDMOND AVE
NE SANTARY
SEWER PLAN
AND PROFILE
06085SWO3-C19A.DWG
C19A
SHEET 20 OF 29
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