HomeMy WebLinkAboutzW-0339Set-
rx. �--�-
ofri PPc
(sfo o� /;%
90
C7�GG '25 'Sp '75 i *GO `25 DSO '75'
II to
Q\ r `�
0 r
sf� o'GG J /1
6 "�ofevbe.fL M;
�iuord �,-fs
sf
6,00 egg— /... sc G.
Sro / - 27 79 /OOfA X e Sf
P lia ri /e o /Gng soufi� boui7dony /i/e
3 4" Soi c' � /erue i� /es % Gi
�, - -- - -- LAKE --- --- - - - - --
W/ Sr
� --
�/ / �P S; o /26 >72
/
12 w2 C/ 7—/'Ww/f7j
j'
ToP f_�—.E
� nh /261so
/2' %6 "C/ Tcc lr'n FCJ
- 6 ° Go% Uo/ e /FLrm/
Hvd �nf lri�j
Guo d Posfs
� �fo 2'Ny°ioaf /rr7J
11 G�ord p�sfs
/T7J(Uor
CITY OF RENTON
ENGINEERING DEPARTMENT
W- X39
12"D.I. WATERMAIN f, -on N.2BT" PL.:,.d
BURN91 AVE.N. io THE GRIFFIN HOME
ESIGNED , G DATE
iAWN. L. c � -- _
NECKED 9L.0 ISCALE�' -'J Ieto eoo��6 wc�
to 7 /� a -* f+5
F� // �sf,� / /oficn cF pL� rf��os, uo/ f•s p� �%d -�:s
_s /o // /^eEY' Q�ji .�l �en/✓n �fo.,��cid -SFc3' jicO fjOn�
/� // conne on f ee s� %� ysfems sho // Z- �c
LEGEND:
by E'/Y F ccs, o/ //c ccsfio.-fo� .;<Perce
------
- - - - -- Exisfing aofec Lne
rnsPec>z;r �,ci/oe �no/ cbn�;ec/io�s.
f// 12"
-
✓ �r sf sh % b.r rnrrcied u -rfi �ocy Fs�=
cove qvv ua ,ofo� .; fh,s dPfh sbo // be aP,o�ou d
/
C/
�asf /iori
by <he C'v n U.. /.rte
-./
iyfon Jo /i�f
S'h oid. s o,�a Srr�fs rba,7 Ge �cs.'��ed to
//J
,%clop c / Jai�f
n icr.�of (tee and 9—le mac/ .mss - °� , :fy : f
`I FL
f /on92 Jornf
PE
P /arn fr�d � rte!
CITY OF RENTON
ENGINEERING DEPARTMENT
W- X39
12"D.I. WATERMAIN f, -on N.2BT" PL.:,.d
BURN91 AVE.N. io THE GRIFFIN HOME
ESIGNED , G DATE
iAWN. L. c � -- _
NECKED 9L.0 ISCALE�' -'J Ieto eoo��6 wc�
to 7 /� a -* f+5
-
rx. �--�-
ofri PPc
(sfo o� /;%
90
C7�GG '25 'Sp '75 i *GO `25 DSO '75'
II to
Q\ r `�
0 r
sf� o'GG J /1
6 "�ofevbe.fL M;
�iuord �,-fs
sf
6,00 egg— /... sc G.
Sro / - 27 79 /OOfA X e Sf
P lia ri /e o /Gng soufi� boui7dony /i/e
3 4" Soi c' � /erue i� /es % Gi
�, - -- - -- LAKE --- --- - - - - --
W/ Sr
� --
�/ / �P S; o /26 >72
/
12 w2 C/ 7—/'Ww/f7j
j'
ToP f_�—.E
� nh /261so
/2' %6 "C/ Tcc lr'n FCJ
- 6 ° Go% Uo/ e /FLrm/
Hvd �nf lri�j
Guo d Posfs
� �fo 2'Ny°ioaf /rr7J
11 G�ord p�sfs
/T7J(Uor
CITY OF RENTON
ENGINEERING DEPARTMENT
W- X39
12"D.I. WATERMAIN f, -on N.2BT" PL.:,.d
BURN91 AVE.N. io THE GRIFFIN HOME
ESIGNED , G DATE
iAWN. L. c � -- _
NECKED 9L.0 ISCALE�' -'J Ieto eoo��6 wc�
to 7 /� a -* f+5
F� // �sf,� / /oficn cF pL� rf��os, uo/ f•s p� �%d -�:s
_s /o // /^eEY' Q�ji .�l �en/✓n �fo.,��cid -SFc3' jicO fjOn�
/� // conne on f ee s� %� ysfems sho // Z- �c
LEGEND:
by E'/Y F ccs, o/ //c ccsfio.-fo� .;<Perce
------
- - - - -- Exisfing aofec Lne
rnsPec>z;r �,ci/oe �no/ cbn�;ec/io�s.
f// 12"
-
✓ �r sf sh % b.r rnrrcied u -rfi �ocy Fs�=
cove qvv ua ,ofo� .; fh,s dPfh sbo // be aP,o�ou d
/
C/
�asf /iori
by <he C'v n U.. /.rte
-./
iyfon Jo /i�f
S'h oid. s o,�a Srr�fs rba,7 Ge �cs.'��ed to
//J
,%clop c / Jai�f
n icr.�of (tee and 9—le mac/ .mss - °� , :fy : f
`I FL
f /on92 Jornf
PE
P /arn fr�d � rte!
CITY OF RENTON
ENGINEERING DEPARTMENT
W- X39
12"D.I. WATERMAIN f, -on N.2BT" PL.:,.d
BURN91 AVE.N. io THE GRIFFIN HOME
ESIGNED , G DATE
iAWN. L. c � -- _
NECKED 9L.0 ISCALE�' -'J Ieto eoo��6 wc�
to 7 /� a -* f+5
- 40215th Avenue East
- Seattle, Washington 98112
N79o8a5�4625 206.329.8300
E1776.7930 206.329.5494 fax
-
ew@emrks.org - ..
0 ASSCRETE
-:- •
FIR AREA
UNDERGROUND * X ( \ /" - THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS 1E03)- 3U7•11000: -- I AX IYUU).351 -VVUU
,. ELECTRICAL t;, - x TO AVOID DAMAGE OR DISTURBANCE. •'
CONDUIT
N I AKB JOB 02046
D
PROP. CKERY WALL .. ,�� €(. /. 25'R.
7 MAX.) .I / / PARKING f,,• 5. CONTRACTOR OEPROVIONPIBVEMEtJOTFRESTORANIONCPEOR CITY, COONDARDE AN 1
POROUS PAVING RELOCATION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES.
PAVEMENT
�.'I. / 4'" THICK - GRAVELK FOR ALL UTILITIES CROSSING ',EXISTING /) FQJ� IT01
NEW CONC STEPS � A II � �1
1 WATER METERS E N W. 8' 8' CONCRETE, 7YP.
& SERVICES CO ERETE
5
' SAW CUT PAVEMENT .WM yy
p MATCH EXISTING _ WM
H _ -- AS GA5 Gv .. ..
X GAS X rA =.-�— .. -.. _ F.F.=;84.0
A- FI
(1) FIRE HYDRANT HYDRANT { I F.F. -84.0 W/ 2-BOLLARDS
X ROCKABASECCOURSE SILT FENCE (T1P.�(j. PRESSURE
BLOCK
REDUCING �{ ! C O XG (T,YP.)
6" THICK CRUSHED /
. DEVICE :09 "w-0- 55
PROTECT UNDERGROUND g )9 _ Jo -.
POWER AND COORDINATE E1606.5042 FEA F ENI I ( "c Q 5y
W/ UTILITY CO. FOR ANY - 'p•:
REQUIRED RELOCATION./ - •°
L
O rrr VAt Jb
I iL
C8 PROTECTION SAW -CUT PAVEMENT
MATCH EXISTING - -
"-
Revisions
..
_ ,. - -
..,•
� -'- �
-
:-•._. 14190404 ,7725
E1672.1569
21 JUNE 2002
�
GRAPHIC SCALE
SITE PLANR
( IN I FEET 1
Pro. No.
02
INSTALL 5 INCH
I inch 30,
-008
CALL BEFORE YOU DIG!
1-800-424-5555
wT�- r7 - ®;`t9
STORZ FITTING
�
R'ECQRD DRAWING',
1700'7 I�
I
`vni. 4I1� 3 � �
k /�
I >i,.,.r<
■■
<„ �. �I.O ■v
EXPIRES 12 044��
SCANNED JUL 1,5, 2003 1,08 ; 'w - 9a5 o u
SCANNI EO MAR 2 8 200:)
�F R 0`57
i
I I
I �I lid,II
I
I i i II
I S
_
I
SEC. 5, T 23 N, R 5 E, WM
�Ac KEi_L HA'EP'A�
ISFE NOTE 5
CONCRETE CLASS C \ +
TICE ..,EL NOTE 3;
Rav L
au, TI s n:a + , vr. .iv
r� PROF. I.:N[
'
I I i(
w� azrAF
r
.r. .°
2� I / %°
FOUNDATION LI VCL
a __sI[Cr.
wit x
63U!L ilIM1G SEWED, PIF I U ?LIRE
HJI -
� — .•p2 \...DING SEWER
r J ` 4.. STUB SERVICE DAKER INT gPrR �1 WITH 6" SIP: OUTLET
s ` r.s. .., ,,,.0
_ °, ° ^a"°'••
z ° ••
.• +m ...r.,.�i. -. . °.2.,.,
-�
J�
- _IM TS .P. "nr
BACKFNL_ MATERIAL - -- _.i
SEE n7C 5>
rf i IVP. oc .fl Ialr PFC I r �+
c - C
w R v s ary .s rr e¢.ur
POR.IDY 'WHITE INS STT16L ON S13E
r
I WooRDIYG -SEWER' WITH A3-- WCH. IP CK E TEE' +S
a
6" S1llE SEVER AND BUILDING SEWER AMJil N6 VIBE WRAPPED .DU,4D E ST• p ANL
? ExTENpEO TO THE TOP OF THE STUD.
LIDLESS OTHER AP BY THE
•'re `s•'• n
-
..,. •
" `.x en
`c .."
" ' `
w .. e,ro °. ...,.e a°.. n " . _
r
MR.
TEE
.G
5'Bc J
BEDDING MATERIAL
FOR RIGID PIPE �
SEE NOTE Gl
. -J
FOUNDATION LEVEL f
�. //
E <-
BCD ➢LNGFOR RiG1D PIPE •
.mac
- -
BED ➢LNG !'_ASS JESIGN
"' •�
CI AK' TAR THRDUG4 CAST
IRON SADDLE SECURED TO SEVER RAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEVERS TO EXISTING NA1ry.
6- ALLOWABLE MA%PLAIN
PIPE CLAY. ANp REINFORCED CONCRETE. BI :.`:0 CI
r FOR CAST IRON PIPE PIPE SEVER MAINS A TO HE CORE DRILLED
OR DUCTILE IRON PIPE.
:usxt /;i 0.E1c
°'^^ ^
s y .a ••
°`'^•'"'
ur.[[�
T—
o r ?
qtr
° "" 'c "u
— °' " "^P• "•�..+
�u• .y
_ va sew ir+
, aN
I6 M1 V�.m g LTA.
_
I.
I s+ °I'sim' A
1 .
FiG
a
HENc
VP.E 1
BUDDING MA'LRIAL /
ECP - .EXiB_- PIPE
. EE -NOTE 7: /
L1, !
ry
e' xIx e..e z. .c
PPE BEDDING FOR SANITAPY SE',4EY:5
L e'. st r rEE HORIZONTALR _-
VER
SEVER
' -SEVER MAIN
CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEVER ELEVATION (SEWER MAIN TO PROPERTY LINE)
z .,._� °. ...., zw. ,�.�, z i
- x
.,..,.. °i .._,..• sx. ao • .,.,... : �..
` °•°-'• °'°^' ° - °'• •'c- mzn•
I
r...r°. z r... ..°..°. ae,• .,. :. H..
.E_ wv. sZ=
CONCRCTEa
,41q i. axtiv
FOUNDATION LEVEL T
.. —
LExI BLE
BEDDING FOR r PE
ADO1'TED N
•
m
ELEVATION
NniE. . � ctiOOr IaTVx
UNLESS O1 HERVISE S THAN IN PLAN, SITE SEVER SHALL HAVE A MINIMUM 5' COVER qT PROPEP.iY si
LINE DP. 3 -5' LOWER N THE LOWEST .CUBE ELEVATION, WHICHEVER tsr PATE: �i /:5/s+
]S LOWER.
— s ,~ • •' • ", •tern.
„w °•'� °, - °,e ro r• w °^ ^' °• 4' -^ •^+ �• •"
BLCCKINC'
°�•
J wr".ro ..n v °. moor n�
q","w �:: '1•T+nw n
SIVIGt RROCEDURE
my
Plins75.
n PACE
Owr. nAMr- w,BC SP GE. OOT7
➢ATE DWG. NgME BR3S SP >AGE: 5078
s° . ....... .... ..-, .:. MO .,.<. ,.r
D <°»
UW+
NAM>- BR26
SP PAGE: 6 ^9.,
� xYOR4� SxN.t eE COREY -TYPE EW/C iD rOMw T -SrrO
GEPNE55Ti.Y TYPE SWX AS 0.eN YkDAW01A Y 4 x 9RR re' 10 RO' f1ElNa'J e4Ex aF CURS
'fMaI.ROr WW SUPER EN1NtE6V Tll0 TIRI 6- VFW.WIEwL JLIKr 2' BUVrO RAC', R, .
1' Y Af OPETiNC. TW I -t/y 08C COMNEC'➢Oxs >"wT I s AO—I TO
gAT4£ lIW Y 54xwap TMRF,.OS s' PWPFA �IMECROH [tlY 6
iHREIDS MM A $TORT2 MAPECl, 4' SFAT(tE 7lpP ,p w£[E GST P8r vyvE Bpx Rlix kLG Trtf CavFA
5' s1aRR w1MCNEfl YMiH t/N' SrAMMES STEEL CASTE. Ey,y. TO CL FgINORr CO. siwxOARD s- Im xCnp4 TH
XlR�R:TAWR OPEGtMO XAIT Ftff NDMwNL TO �QEAR ew4 SECRYI tFEx:,N TO YwltE nVt
IINF COAlS PNM. PIiYR1MTYE BEW REO YE OIG eRi6
IS -i56 SKESY YElxoq tR AI4RO5ED EGrAI Y4N 4' j f /PALE 8050}
MPUPN f11EiLCigM i0 FACE FOAOWIT AWNBLr
G' of 5 /O" L-
[rus HOJ Rock
I OR FLAT TER
r , r t iir_
_
1-/� �J
'l
� !I � SHMAIMED Y•MdPixE�ilq LiY�r4RVl.R
EwE MtORAIi p[rFjm,71 10 BE usEB D IFOINEO. LtE-
-` -�- G !/
I.
< -G QUARRY STALLS
-\ l o ° ` -,i .. a1
1, ❑ °
° o V/
d � Ci \ �° �
L°
- �
ti� C. P, F . D.
�fRT_t
o
T H Y
E C (Ri t
^'={I- - nv. w aPtI\ f ACnwl xU F [ I2tu£'ZsNtEOEr +i gxi
sII' uE wR sWeii E
E _
z YDIO G'
-
APPROVED FILTER fABRI C
MA BE REQUIRED UIOER
CERTAIN SOIL CONDITION S
i7 � T
\ Il
RA TS. 1/," �
i�
L --
ArAx C
ET 5.aO USSOIIo¢D0sD5. . . [t x
t
F+xE E'w
a S TO O S /.'
SI EEE SESENL W TE R
_
mC l p
V tDE bCPDER -
I°
J • T. •
-. P
s2 R-
T
LgEL a v DRIER, M_ I, To
ons
FIRE HYDRANT ASSEMBLY
�E
_ IM
CHINK VOIDS, G' OR GREATER
} —-
S
.. _�
^t' ___51
I
5 s,RRTR
FF��
12`
o 3
I — 66' PERFORATED
- / 1HEORENGINEEROR
MINIMUM
.-IN PIPE, RUX TO
AS DIRECTED BY
C /
Gil PHLE HYDRAYI ASSEMBLY DETAIL
IZ' MIN. -. - "
.Ch "'o AND VEP -
".'E Mc: _ =Tq_ >�ECI% r D
>
'✓
HYDRANT OC ➢014 N Cul PR F ADOPTED
-A—
sS •a -- la °Aia'v /'S�
OXOISNRCEO SOIL
THE LORD DIMENSION OF THE ROCKS SHALL EXTEND INTO TILE
sIMULITT.
THE ROCK SNALL eE PLACED SO AS 10 LOCK INTO TWO ROCKS
OR CONTACTED FILL
EARTH TO PROVIDE rAXIMRMH
IN TILE TIER.
EL' Tor rn._�TWEF =. :�
- -
J
7• %�
E IYCN OR e .Na, r _
A' L
i /rs Pia an
�roMten Br OkYG. NgME: &T24 SP PAGE 8102
1 INN ROCKS 1511 LOS. MIX. 300 IBS. MAX. SIZE !0" IN ITS LEAST DIMENSION
2 INX ROCKS 500 185. 100 IBS. SIZE 13• TO 13"
3 iW1 ROCKS BOO LBS. LIDO LOS. SIZE IB' TO 21"
4 MAN ROCKS IWO LIES. 21M LOS- SIZE 24- TO 32°
5 INN RDCKS 21CO LIES. 3000 LRS. SIZE 30- to m"
Rockery, Details
1 1 - -_
_ M
-
1` "— -
f _.C4 jL 71
ADOPT.➢
o
•ANT ROCKERY GREATER TINY 0 FEET I.v HEIGHT MIST BE DESIGNED
Li CEKSED ENGINEER WITH GEOTECHRICAL EXPERTISE. THE
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PWii
ROCKERIES 7 FEET AND LOWER SINLI BE CONSTRUCTED OF
BDTTg4 TO TOP.
AND INSPECTED bt' A
ENGINEER LUST CERTIFY TO THE
A40 SPECIFICATIONS-
4 MAN TO 2 MAN ROCKS TROY
Irx 22' CONCRETE METER I 1
COVER EQUAL TO FOG 7RE METER IN lA,1NPRQYED PoC`iT OF WAY z I
!---IN METER BOX AT -
',
_ -
m ..
SEAL CO. B-10 tETER'BOX. I I
�Nll T -3/40 MIA HOLE C I PROPERTY LINE-
((W
11ETAi A -A) a L B I
ROCKERIES 7 FEET AID NIGHER S.LL BE CONSIMPTIEO OF
wnoH TD TOP.
5 MAE TO 2 FAN ROLES ERON
ADOPTED
N
CITY OF REMO_
- -
a' MIN a I SIDEWALK a I
FINISH CRLSTE O" MAX - _ __
DWG NAME
LET DATE:1 -N--85
DR -02 SP PAGE:
0017
L4" COMPACTED DEPTH A.SPHAET
\ CONCRETE CL. B
GRAVEL BASE MAY BE REQUIRED
DEPENDING ON SOIL CONDITION \ ti' COMPACTED DEPTH
CRUSHED ROCK BASE
L
COMPACTED TOP 12" OF
SUBGRADE TO 959 MAX
DRY DENSITY
(PER ASTM 1557-78
PAVEMENT SECTION
AT DRIVEWAY AND PARKING
NTS
Wrde - s7 - a,T,l#9
__ •:.�... • `I 21" MIN Iart.TDKtwv
`�- COVER WATER METER TD BE 12- MN
SUPPLED BY THE CITY fE'"
35" MN COVER - 1 3G Mm COVER
1— TYPE 'K -SOFT
COPPER TUBING
2 -1/2-
- ORD COPPERSETTER
VH 72- 15W- 44 -33G (FOR 5/8' x 3/4• METER)
VH 72 -15W- 44-446 (FOR 1" METER]
NEW DUCTILE RON LOOP OOwN TO CENTERL14E BOTH INLET AND OUTLET tW1H PACK JOINT WASH GRIPPER.
WATERMAIN OF WATER MAN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE
SLACK IN COPPER SEN ON OUTLET. 3/4' OR 1
LINE TO METER_ ALL PACK -JOINT FITTINGS SHALL BE VATH GRIPPER GALVANIZED PLUG
CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE PS TO IE
THREAD (CC). PACK JOINT 13/4" F1k7OO) INSTAL 1 m IN THE FUTURE INSTALL
,;,F) FORD 014-33 OR 44
FIDE x COMPRESSION COUPLING
A —A
NOTE: DRILL 1 -3 /d VIC Ha _E FOR
TaLK•a4REAO DEVICE
THE CENTER DE SHE ROLE I!
FOR SERMC£ FROEd FROM BE AT LEAST I-
STEEL CEM FROM S THE NEATR RIBS AND FR MW. FROM NEAREST
ASBESTOS CEMENT OR UNLESS THE me SPACHG �lr - -- ; AND FROY7 EDGE of PIT LED
EXISTWC CAST IRON PVC WATER MAWS ALLOYS THE NUT TO II
OR DUCTILE RONN INSTALL DOUBLE STRAP TIGHTEN AGAINST TI1E OPEN -
YIATFRMAIN SERVICE CLAMP SIDE OF MORE IRAN 3/4- & 1- .WATER SERVICE
TYPICAL RIB
EQUAL TO MUELLER CO. ONE PoB. Y AD PrLL-InY
�1 sramXxm �s
1111 "wol
ROLL 1 U0 FR 2-A
REMMMENDED FOR APPROVAL
BY: �S%w "U%/ Dam 't43102,
BY: Date:
BY Date:
BY: Date:
r 7
-Ozk.
envira01IMasl
Community Design center
40215th Avenue East
Seattle, Washinglnn 98112
206.329.8300
206.329.5494 fax
m@eworks.org
Friends of Mouth
Foster Homes
2500 Lake Washington Blvd. North
Renton, Washington
1K113
ENGINEERS, INC"
600 UNIVERSITY STREET • SUITE 1122
SEATTLE - WASHINGTON • 981014104
(206) 881 -9900 a FAX (206) 381.9909
AKB JOB No. 202046
Ja K. By9
I y
v 9
mss ANAL
2.OL
E---- 12 -6 -02
2 May 2002
Revisions
21 JUNE 2002
0--x7) �./ - ?, °Tor SC L) MAR 2 6 =
i
i
I
1
/p L b
airy
NA
P
o
ROLL 1
V FN
O21VE
F I
F`- i I
,x I
L7 L- - - - -1
� k
PROPOSED
BUILDING
r -0
.ti•. I I
WP 339
CITY OF RENTON
ENGINEERING DEPARTMENT
1= ('tQPCJ SED
E UTI LiTY EG�.SFM NT
petaNdz-> op YouTH, it -.1c,
1
EEEEf DES DAT 2 FILE NO
i
Q DRA
GNEOKED $GALE 7 i?O� F. wo�_pACe_
' NO. REVISION BY APPR. DATE APPROVED
`;s0 6 SCANNED MAR 2 S 2003 P