HomeMy WebLinkAboutzS-3322SetY
1
GRAPHIC SCALE
10 0 10 20 40
1 INCH =20 FT.
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
"STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS
CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA)
AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. 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.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
ANY CONSTRUCTION.
6. PLANS: APPROVED BY THE CITY OF RENTON, PUBLIC WORKS
DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
7. A COPYOF THESE APPROVED PLANS MUST BE ON THE JOB
SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
B. THE CONTRACTOR SHALL PROVIDE THE CITY, OF RENTON WITH
AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BACKFILL. SHALL BE PLACED: EQUALLY ON BOTH SIDES OF THE
PIPE N LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 1NCHES,
MAXIMUM DEPTH OF INCHES, THOROUGHLY TAMPING 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 PIPE SHALL BE THE SAME AS
DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH
CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE
PER CITY OF RENTON CURRENT STANDARDS.
11, DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A
PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION
7 OF THE CURRENT STATE OF .WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS
SHALL INCLUDE NECESSARY LEVEEING OF THE TRENCH BOTTOM OR
THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT
AND COMPACTION OF REQUIRED. BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE HALL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE
BEDDING. SHALL BE PEA GRAVEL 6INCHES ABOVE AND BELOW THE
PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC)
RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6
INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
16. SANITARY SEWER MANHOLE, CITY OF RENTON STANDARD DETAIL 8071
SW 1 /4 NW 1 /4 SEC 10 TWN 23N RGE 5E W M
- CATCH BASIN INTJ
A8 WOOD DECK
C
425 z.
,lB�3'29 4S „W 1 �.
07 CLEANOUT
2 -
!: ' ': E %. SSMH 3:
i G? TEE (6'X4') i 1
CONNECT TO EX. 4" ,- �� _ : 1
.1,28 LF 8
SIDE- :SEWER TO WYE.
REPLACE :EX. SIDE SEWER
AS NECESARY TO MAKE LEAVE EXISl1N SERVIC�:
CONNECTION INVERT .,- I ( I
4 %\ -- 20 oa'S'.TUBBED -OUT _OR USECD.
f s\ a.00' SEWER I`
,I EASEMENT �.- P.ARC.I. -L: L3 I ��' -� r7r
08311568 tl
7..; x
�
PER . AF. 93 , G t,
J OJ .'S
, : � __ -' __.,_�._----'
5502240680 & , q I ,_-I
�I N88*2_9'' B -W- 955 66'1SQ o E . 3
$ MIN. FF= 416:: ,.
122, -. I 8 -X4: WYE ! -
..,_ : -3.98. _ I
B.,BL.. I :. TIE'INTO EXIST. I
r rr `r��.
,,.SERVICE
o
26
Lj C l'rrrr �7i rr-_-a z:. - - -i _-
`r. IS BSBL
f�o
N. ' m i' . r-(7' CO 2 IS H 1 I �.
, /Tl' / i / J Lf� I:. RIM 417.00 r.
<" :,, I •,,h�;.. „
'RIM 416.5 :o
:I , Imo' ..% N NB °fig. 4 IE IN 408.70 E: N: 40844 :.
D E(W I _ __405---j
_. _... -:.._ .. _:_ -�'." T_
.....; 405 . "OUT'4 34,.
.HOUSE ti...^ Y r �.
/ )E''' PARC - B I o,
.,,� I -R ®4T 7:10...7,3J .J:. S(�. 1.
@, 7 . \ ,;� ..7j g� 14o9.az
i / _
}
EX a P A R L E I__ C (' 20.00' ACCE6s - --
/,) 9 EW 1" W/S -AND UTILITY � rL. �`p
I II WATER (METER .10,1.12 sQ, _. 1i. � I EASEMENT wO ��. : '-- ---' - -'-
T0.950 UNION AVE. --
950 UNION AVE. NE..
'r
� - I MIN. FF -417
5r %1!/Il/fi 125.9 ( I Q
�. - r 12 RVEWAY t I ELECTRICAL
F _ - , �.� ..___ _ a I i o.00. ELE J
rr� r
1� BSBL __ .r I
./rtL.e' ✓_ - �. EASFMENI F'ERAF::
� r 9502090700
If ;
SEWER PROFILE
t I
ro -
-- ,. -E %. 3 4 WATER
_�: W.,J W -_ - "! r T - __- ,SERVCE S1L8 T = 'LOT- 2._�,_, : Z . ¢
- EX. 6 a' TER W �W Q GRAPHIC SCALE Q �yJ
N� ` -;1fI C,( 5 1 W 0 0 10 20; ao w
,.
V)
NEW 1' WATER A(ETER i 55\ `
_.. .. ^....._ 70_LQL3"�?�__ 1 INCH =20 FT.
f II _: - (TO BE INSTALLED BY THE CITYi 1` HORIZONTAL:. : :.
2.5;.. 2.5 5 10
'-""- "-- - - - - --
� �
1 INCH =5 FT.
C Z 1 Q
I VERTICAL
322009 o
0
s BASIS OF BEARINGS LEGAL DESCRIPTION - PARCEL A VERTICAL DATUM & CONTOUR INTERVAL
o THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON. GARDEN OF EDEN THE NORTH 66.00 FEET OF LOT 3, ARLINDALE; ACCORDING TO THE PLAT : `O
o GIVISION N0..5, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF ELEVATIONS SHOWN ON THIS:DRAWING -ARE PER CITY OF -i CRY40FRENT.O'� N
\ PROJECT INFORMATION PAGE 83, RECORDS OF KING COUNTY, WASHINGTON KING COUNTY; TOGETHER. WITH THE TOGETHER WITH THE NORTH 24.00. - RENTON VERTICAL CONTROL ' ,RECOMMENDED
ENGINEER /SURVEYOR: GEODATUM, INC. FEET OF THE EAST 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT
ISSAQ SE 64TH PL 266 THE BENCHMARK'IS A BRASS DISK IN CONCRETE AT'THE { ROYAL � MARASIGAN
# ACCEPTED ABEARING OF N00'33'45 "E FOR JONES AVE NE BASED ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS. OF KING •. -
ISSAQUAH, WA 98027 FOUND MONUMENTS IN CASE. COUNTY.
o (425) 837 -8083 INTERSECTION OF NE 8TH CT AND UNION AVE NE
DESIGNATION' RENT1848 r 950 UNION AVE. NE
ELEVATION: 411.283 NAVD 88 - - i1b
o PROPERTY OWNER: MANNY &ELEANOR MARASIGAN RENTON, WA 98059
950 UNION AVENUE NE LEGAL DESCRIPTION LEGAL DESCRIPTION - PARCEL B 20'.CONTOUR INTERVAL -. THE EXPECTED VERTICAL ?� DATE° i (¢25 ) .:20•}-873']
RENTON, WA 98059 LOT 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME - ACCURACY IS :EQUAL TO 1/2 THE CONTOUR INTERVAL.:.
LOTS 1 & 3, ARLINDALE,. ACCORDING TO THE PLAT THEREOF, RECORDED 1N VOLUME. 75 OF PLAT 5 ON PAGE 10; RECORDS OF KING COUNTY; EXCEPT THE NORTH OR PLUS / MINUS 1.0 FOR THIS PROJECT. .DRAFTER: AMS
APPLICANT /DEVELOPER: MANNY &ELEANOR MARASIGAN 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY. 66.00 FEET THEREOF; TOGETHER WITH THE SOUTH 62.02 FEET OF THE EAST
a 9 NTON, 4- 87375E NE NOVOLUME OF 75 OF ARLNDALE APAbE 10, ACCORDING OF KINGTCOUNR THEREOF, RECORDED HORIZONTAL DATUM : DESIGNER: :AMS
i 950 UN, WA 98059
(. ) :CITY OF RENTON CONTROL. POINT NO 1848, CITY OF RENTON CONTROL POINT: N0, 806. : PROJ. ENGR:/SURV.: MXP
-O TAX PARCEL NUMBER: 026850 -0030 & 026850 -0070 CONCRETE MONUMENT IN CASE W/ 1 1/2" CONCRETE MONUMENT IN CASE W/ 2" -
% LEGAL DESCRIPTION - PARCEL C BRASS DISK BRASS olsK AND 'x" DATE: 6- 27 -�06
i PROJECT ADDRESS: 950 UNION AVENUE NE CALL 48 HOURS PROJECT NO.: 'LOO'4 -OOrJ ;.
rn LOT 1, ARLINDALE. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME N: 183,748.6606 N! 185,003.4357
a 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY; EXCEPT THE EAST E: 1,671,255.9645 E 1,311,367.8160: BEFORE YOU DIG
5.00 FEET THEREOF. .SURVEYED DEC 2005 SURVEYED DEC 2005
S 1 -800= 424 -5555, `SHEET 1 OF 1
o'D , S, 332201 SCANNED OCT 2 7 2006
t n x.
1,z mli
ij,
IS E mwww;E R
E X TEN ION
PL_
KEY NOTES
G WATER METER
Q WATER VALVE
-
.3 FIRE HYDRANT
_.. -.. _ . -.. .. _ -. A... POWER RISER
A ASPHALT
A SPORTS COURT
Al
- CATCH BASIN INTJ
A8 WOOD DECK
C
425 z.
,lB�3'29 4S „W 1 �.
07 CLEANOUT
2 -
!: ' ': E %. SSMH 3:
i G? TEE (6'X4') i 1
CONNECT TO EX. 4" ,- �� _ : 1
.1,28 LF 8
SIDE- :SEWER TO WYE.
REPLACE :EX. SIDE SEWER
AS NECESARY TO MAKE LEAVE EXISl1N SERVIC�:
CONNECTION INVERT .,- I ( I
4 %\ -- 20 oa'S'.TUBBED -OUT _OR USECD.
f s\ a.00' SEWER I`
,I EASEMENT �.- P.ARC.I. -L: L3 I ��' -� r7r
08311568 tl
7..; x
�
PER . AF. 93 , G t,
J OJ .'S
, : � __ -' __.,_�._----'
5502240680 & , q I ,_-I
�I N88*2_9'' B -W- 955 66'1SQ o E . 3
$ MIN. FF= 416:: ,.
122, -. I 8 -X4: WYE ! -
..,_ : -3.98. _ I
B.,BL.. I :. TIE'INTO EXIST. I
r rr `r��.
,,.SERVICE
o
26
Lj C l'rrrr �7i rr-_-a z:. - - -i _-
`r. IS BSBL
f�o
N. ' m i' . r-(7' CO 2 IS H 1 I �.
, /Tl' / i / J Lf� I:. RIM 417.00 r.
<" :,, I •,,h�;.. „
'RIM 416.5 :o
:I , Imo' ..% N NB °fig. 4 IE IN 408.70 E: N: 40844 :.
D E(W I _ __405---j
_. _... -:.._ .. _:_ -�'." T_
.....; 405 . "OUT'4 34,.
.HOUSE ti...^ Y r �.
/ )E''' PARC - B I o,
.,,� I -R ®4T 7:10...7,3J .J:. S(�. 1.
@, 7 . \ ,;� ..7j g� 14o9.az
i / _
}
EX a P A R L E I__ C (' 20.00' ACCE6s - --
/,) 9 EW 1" W/S -AND UTILITY � rL. �`p
I II WATER (METER .10,1.12 sQ, _. 1i. � I EASEMENT wO ��. : '-- ---' - -'-
T0.950 UNION AVE. --
950 UNION AVE. NE..
'r
� - I MIN. FF -417
5r %1!/Il/fi 125.9 ( I Q
�. - r 12 RVEWAY t I ELECTRICAL
F _ - , �.� ..___ _ a I i o.00. ELE J
rr� r
1� BSBL __ .r I
./rtL.e' ✓_ - �. EASFMENI F'ERAF::
� r 9502090700
If ;
SEWER PROFILE
t I
ro -
-- ,. -E %. 3 4 WATER
_�: W.,J W -_ - "! r T - __- ,SERVCE S1L8 T = 'LOT- 2._�,_, : Z . ¢
- EX. 6 a' TER W �W Q GRAPHIC SCALE Q �yJ
N� ` -;1fI C,( 5 1 W 0 0 10 20; ao w
,.
V)
NEW 1' WATER A(ETER i 55\ `
_.. .. ^....._ 70_LQL3"�?�__ 1 INCH =20 FT.
f II _: - (TO BE INSTALLED BY THE CITYi 1` HORIZONTAL:. : :.
2.5;.. 2.5 5 10
'-""- "-- - - - - --
� �
1 INCH =5 FT.
C Z 1 Q
I VERTICAL
322009 o
0
s BASIS OF BEARINGS LEGAL DESCRIPTION - PARCEL A VERTICAL DATUM & CONTOUR INTERVAL
o THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON. GARDEN OF EDEN THE NORTH 66.00 FEET OF LOT 3, ARLINDALE; ACCORDING TO THE PLAT : `O
o GIVISION N0..5, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF ELEVATIONS SHOWN ON THIS:DRAWING -ARE PER CITY OF -i CRY40FRENT.O'� N
\ PROJECT INFORMATION PAGE 83, RECORDS OF KING COUNTY, WASHINGTON KING COUNTY; TOGETHER. WITH THE TOGETHER WITH THE NORTH 24.00. - RENTON VERTICAL CONTROL ' ,RECOMMENDED
ENGINEER /SURVEYOR: GEODATUM, INC. FEET OF THE EAST 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT
ISSAQ SE 64TH PL 266 THE BENCHMARK'IS A BRASS DISK IN CONCRETE AT'THE { ROYAL � MARASIGAN
# ACCEPTED ABEARING OF N00'33'45 "E FOR JONES AVE NE BASED ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS. OF KING •. -
ISSAQUAH, WA 98027 FOUND MONUMENTS IN CASE. COUNTY.
o (425) 837 -8083 INTERSECTION OF NE 8TH CT AND UNION AVE NE
DESIGNATION' RENT1848 r 950 UNION AVE. NE
ELEVATION: 411.283 NAVD 88 - - i1b
o PROPERTY OWNER: MANNY &ELEANOR MARASIGAN RENTON, WA 98059
950 UNION AVENUE NE LEGAL DESCRIPTION LEGAL DESCRIPTION - PARCEL B 20'.CONTOUR INTERVAL -. THE EXPECTED VERTICAL ?� DATE° i (¢25 ) .:20•}-873']
RENTON, WA 98059 LOT 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME - ACCURACY IS :EQUAL TO 1/2 THE CONTOUR INTERVAL.:.
LOTS 1 & 3, ARLINDALE,. ACCORDING TO THE PLAT THEREOF, RECORDED 1N VOLUME. 75 OF PLAT 5 ON PAGE 10; RECORDS OF KING COUNTY; EXCEPT THE NORTH OR PLUS / MINUS 1.0 FOR THIS PROJECT. .DRAFTER: AMS
APPLICANT /DEVELOPER: MANNY &ELEANOR MARASIGAN 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY. 66.00 FEET THEREOF; TOGETHER WITH THE SOUTH 62.02 FEET OF THE EAST
a 9 NTON, 4- 87375E NE NOVOLUME OF 75 OF ARLNDALE APAbE 10, ACCORDING OF KINGTCOUNR THEREOF, RECORDED HORIZONTAL DATUM : DESIGNER: :AMS
i 950 UN, WA 98059
(. ) :CITY OF RENTON CONTROL. POINT NO 1848, CITY OF RENTON CONTROL POINT: N0, 806. : PROJ. ENGR:/SURV.: MXP
-O TAX PARCEL NUMBER: 026850 -0030 & 026850 -0070 CONCRETE MONUMENT IN CASE W/ 1 1/2" CONCRETE MONUMENT IN CASE W/ 2" -
% LEGAL DESCRIPTION - PARCEL C BRASS DISK BRASS olsK AND 'x" DATE: 6- 27 -�06
i PROJECT ADDRESS: 950 UNION AVENUE NE CALL 48 HOURS PROJECT NO.: 'LOO'4 -OOrJ ;.
rn LOT 1, ARLINDALE. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME N: 183,748.6606 N! 185,003.4357
a 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY; EXCEPT THE EAST E: 1,671,255.9645 E 1,311,367.8160: BEFORE YOU DIG
5.00 FEET THEREOF. .SURVEYED DEC 2005 SURVEYED DEC 2005
S 1 -800= 424 -5555, `SHEET 1 OF 1
o'D , S, 332201 SCANNED OCT 2 7 2006
t n x.
1,z mli
ij,
1 INCH =20 FT.
KEY NOTES
01 WATER METER
SANITARY SEWER NOTES AND SPECIFICATIONS 8 WATER VALVE
FIRE HYDRANT
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE NTH THE _ -
STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY ® POWER RISER
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS. - /b\. ASPHALT
2. ALL CONSTRUCTION SHALL BE - INACCORDANCE WITH - SPORTS COURT...
"STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS
NE azih 6t B I NE lath 5l
.. NEaaO[PI
NE 11"I y'r j NE a1M 81 11 St W�,\
9t l '11h 6t ti't gi(
-(NE Aq
I�( t01h \� T�
7ry
10th PI K
rNE G
_NE
".g r NE 10paL qi
n
tx. E101h 8t NE 1pN S1 SE 11Bh St
NE 10th 61m� v NE 9Nq � t t 1
lm NE rsS_ NE9NP
t NE ain s sea
mr,
Oj ,.)5
NE BIh S1 _ n�
a
j i 11 1
N,E7P�61
'1Zp1 i NE
1-
9$1
iK1NE 7111 If
1 �Y�
NF
NE 5th PI
II
1 1 F I
-,
NE
NE 61h St I t, NE 6pe 6i
VICINITY MAP
ZA CATCH BASIN r`
CONSTRUCTION° PREPARED BY WASHINGTON STATE CHAPTER - " "- NITS Qv o
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) WOOD DECK
AND CITY OF RENTON STANDARD SPECIFICATIONS.
3. 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. rc
q
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,
METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE f 'V 8d`�0., yM1f. ,^ ^' .._- _ 425
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. - 425
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO p �' `�`'
.OBTAIN STREET USE AND ANY OTHER RELATED. PERMITS PRIOR TO
CLEANOUT -;2 EX. SSMH 3
ANYCONSTRUCTION.
�TEE (6'X�
6. PLANS APPROVED BY THE CITY OF RENTON, .PUBLIC WORKS .CONNECT TO SEX. 4- A ^ '.J 28'LF B =PVC -- - -- L -
DEPARTMENT SHALL TAKE PRECEDENCE OVER -ALL OTHER PLANS. SIDE SEWER TO WYE _
REPLACE EX. SIDE SEWER \' SS
7. A COPY OF THESE. APPROVED PLANS MUST. BE ON THE JOB vI J/ 1
SITE WHENEVER CONSTRUCTION IS IN PROGRESS. p - AS TO MAKE LEAVE EXISTING SERVICE'S
CONNECTION INVERT _ _ -
10.00 SENILR h II -20 oS IY LOTD- OUT}FOR USE
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH f - -� J+ t --BY LOT 3 _ z
AN AS BUILT DRAWING OF THE SANITARY SEWER SYSTEM," WHICH EASEMENT r I /1.. ' (- A R D L .�
HAS BEEN STAMPED AND SIGNED BY ALICENSED - PROFESSIONAL PER AF: 9308311569;. ui, , k 5,103 ' cx,1.
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. {{. 9502240680 & \ N , ,X `� ! - - --- 415
N88'29L8 VIV ----- 9 5160 -86g o 1
9. BACKfILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE �� MIN. FF -416
PI LAYERS A LOOSE AVERAGE DEPTH OF 6 INCHES, - _ "__ -• - 1 : i ✓ 6'X4 WYE
.MAXIMUM DEPTH OF 8 INCHES; THOROUGHLY TAMPING EACH LAYER _ 11 - 112 01 I %�
TO 95 PERCENT OF MAXIMUM DENSITY. THESE .COMPACTED Ili -- --' -- BSSi. -fir.?� %,}'-- e �� ��'r� - y _ lIE INTO EXIST:
LAYERS EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF -._ ,�� _ _ �1l �fl/_.L!e ;--Sii Ui--.. 0� SERVICE
THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO ,; E._ -,a _ _lF- 8 P'
SFL
COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS I� 1 ,!^ �j�ii%� /,'� I.___._ I.- _. ____ ___ _ 1% V
DESCRIBED. !! f / D
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON -. j ,'!� I�. ' r;� W �-I _o tJ L.� 1
26
EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH -. jI'r ! �- - - - -1 i N� O H1.: 7I% / r CO 2 SSMH 1 !i
CRUSHED ROCK AND MECHANICALLY COMPACTED.. CUTS INTO THE _ I + ` `i! f I; G'� ff : � / t�? RIM'417.00 .RIM 418.54 I p
EXISTING ASPHALT SHALL BE NEATIJNE [CUT WITH SAW IN A ' C'. @@--,,! '�- e� /� ti _ NB�.�Ct ¢ ' V1'. ("y IE IN 40670 IE IN. 408;44
CONTINUOUS LINE:. A
TEMPORARY MIX PATCH MUST BE PLACED - r ,n �. - j;.. -�/S \� { _ r. _. __ -.. 408 _ -__ - .._._..._ + - --IE OUT - 4q8.34: --.t - 405 - --
IMMEDIATELY AFTER BACKFlLL -AND - COMPACTION. -A PERMANENT _ " _I �" HOUSE �' - �' - --
HOT MIXPATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE I f% V m Q I F7 G��CC.fi L� L�' PER CITY OF RENTON CURRENT STANDARDS. '[T� , Y, /'-tl C CLEANOUT I-
5,
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. `' /S'Y ��f Tj L�� RIM = 417.10, 33 ;S l�.: C 1.
N
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR r ; P4 R(-EL (' .. '- 20 00 ACCESS
j
I FNN1
OTHERWISE. STABILIZED TO THE SATISFACTION OF THE DEPARTMENT ! 9 EX. 3/�' 4 r� �,, ,.,+. Ir 1 1` W/S ".. `AND UTILITY
�1 . --
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE I..I WATER METER 1 1 Jl , . 111 .-EASEMENT
.COMPLETION OF CONSTRUCTION. ! I, IyIyj TO 950 UNION AVE ` j�� I m j
1 L E1 IL. l_ 9d0 U J 0 ".' E. NF. a I I __ 1 I.--
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A [ -- - -
PROPERLY PREPARED FOUNDATION IN ACCORDANCE NTH SECTION : {� -- ->` _: //� %J % //f j MIN. FF =417
7 OF THE CURRENT. STATE OF WASHINGTON STANDARD j.. P� `„ L...BL . -'-'J 12 R(VEWAY
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS �- .(� - -- - -- -- - -- - - -- - - --- -
.. _ i t .U_- �a- 1`--- ' -i- - -. - - --� �._ TO 0..T3 CENT,E ED IN—- [
SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR _. • j` - --- EA MENT -� 5 1 � 'i 10 10 +40 CL
- -_ _.._ it _ I� /f�/!51\� +00
THE TOP OF THE FOUNDATION MATERIAL, -AS. WELL AS PLACEMENT -t I - - _ � � / I•' 11 -
AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM
GRADE SO THAT THE ENTIRE LENGTH OF THE. PIPE WILL BE - i
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE tl '+ Z
BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE 4 I L \ I ' --"�� = / •� I t- Q 0, a O l�_ �- (- -_ -C SEWER P R 0 FI LE = J
PIPE / I (. \` j __._L__. -__. ___._
..mot
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) 1 s.j _� J i -I. 1? _S - - ')4. ,1- I 6 t 1 �b(.T c_CSl -L K X.
RUBBER GASKETED ASTM D '3034, SOR 35, OR DUCTILE IRON / '. 1. - -* - -- - J a
CLASS 50. .__ _ -� -
- / I _� T 'I -'= 2 h _�ltt hon of , s o
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 I, I -r W / ^, \7Y Ik y._ µr t� SERVICE7STUB TO LOT -2 _ ct& Ver viL IACOL�IOhS Z
y/ W
_ '1cS1
INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN �/ - J 1 I / _;J x`` . W W ,}�,� GRAPHIC SCALE
PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH / '- �Y'11�f' �e0t�' 10 0 10 20 40
PAVING ! -- - -.. __ -__ 'j I - - -. -.___ 3A x NEW 1- WATER METER 4V - D he rem l�j = °n �f 0 N �n
_. --- LOT 3 ?_� ' \' .� jc cvnh 'AF 3 Jtu v
16. SANITARY SEWER MANHOLE, CITY OF RENTON STANDARD DETAIL 8071. f - -_ - =- -- -- _ _ T (CBE INSTALLED BY THE CITY) .`,- 0. �U �`PSO O SJ 1.. IHORIZONTALFT. N
<l
-
V?V OT VN l LAN 2.5 0 215 5 10
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- -- - -- EXPIRES: 12 -29-
. almC1.0✓�. 1 INCH =5 FT..
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VERTICAL. C z
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0
BASIS OF BEARINGS LEGAL DESCRIPTION - PARCEL A
THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN THE NORTH 66.00 FEET OF LOT 3, ARLINDALE, ACCORDING TO THE PLAT VERTICAL DATUM & CONTOUR INTERVAL .3
PROJECT INFORMATION DIVISION NO. 5, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS ON THEREOF, RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF ELEVATIONS SHOWN ON THIS DRAWING ARE PER CITY OF CfTYOFRENTOI� S
PAGE 83, RECORDS OF KING COUNTY, WASHINGTON KING COUNTY; TOGETHER WITH THE TOGETHER WITH THE NORTH 24.00 RENTON VERTICAL CONTROL
ENGINEER /SURVEYOR: GEODATUM, INC. FEET OF THE EAST 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT RECOMMENDED
22525 SE 64TH PL #266 ACCEPTED A BEARING OF N00'33'45 "E FOR JONES AVE NE BASED ON THEREOF, .RECORDED IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF KING MR APPROVAL
SSAQUAH, WA 98027 FOUND MONUMENTS IN CASE. COUNTY. THE BENCHMARK IS A BRASS DISK IN CONCRETE AT THE
(425) 837 -8083 DA TO INTERSECTION OF NE 8TH CT AND UNION AVE NE. YE,. MARASIGAN
DESIGNATION: RENT1848 950 UNION AVE, NE
PROPERTY OWNER'_ MANNY & ELEANOR MARASIGAN ELEVATION: 411.283 NAVD 88 RENTON, WA 98059
950 UNION AVENUE NE LEGAL DESCRIPTION - PARCEL B
--- RENTON, WA 98059 LEGAL DESCRIPTION 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL BY DATE: (425) 204 -8737
LOTS 1 & 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME LOT 3, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL
APPLICANT / DEVELOPER: MANNY & ELEANOR MARASIGAN 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY. 75 OF PLATS ON PACE 10, RECORDS OF KING COUNTY; EXCEPT THE NORTH OR PLUS / MINUS 1.0' FOR THIS PROJECT. _ -- - DRAFTER: AMS
950 UNION AVENUE NE 66.00 FEET THEREOF; TOGETHER WITH THE SOUTH 62.02 FEET OF THE EAST
RENTON, WA 98059 5.00 FEET OF LOT 1, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED DESIGNER: AMS
(425) 204 -8737 IN VOLUME 75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY HORIZONTAL DATUM
CITY OF RENTON CONTROL POINT NO. 1848: CITY OF RENTON CONTROL POINT NO. 806: PROD. ENGR./SURV.: MXP
TAX PARCEL NUMBER: 026850 -0030 & 026850 -0010 CONCRETE MONUMENT IN CASE W/1 1/2" CONCRETE MONUMENT IN CASE W/ 2"
LEGAL DESCRIPTION - PARCEL C BRASS DISK BRASS DISK AND "X" DATE: 6 -27 -06
PROJECT ADDRESS: 950 UNION AVENUE NE GALL 48 HOURS
LOT 1, ARLINDALE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME N 183748.6606 N: 16s,003.a357 PROJECT NO.: 2004 -005
75 OF PLATS ON PAGE 10, RECORDS OF KING COUNTY; EXCEPT THE EAST E: 1,671,255.9645 E: ,.311,367.8160 BEFORE YOU DIG
5.00 FEET THEREOF. SURVEYED DEC 2005 SURVEYED DEC 2005
1- 800 - 424 -5555 SHEET 1 OF �
Jt* t216Uj A$ � s - 332Z4z SCANNED OCT 2 7 2006
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