HomeMy WebLinkAbout86D967 REVISIONS WY
repo LLAH
SCALE 1- 40' SCALE 1'=40r
62.00r
f ' I /62.00 - - - 7900'
F. F52.50 W F.F, 52.50 5' BL G. NO. 6 5. BL NO. 7 0
I
LE 458/ Z.E, 46.4-? 0 LE46,06LFn5AQ
*LF OJIPLQ
-'
- -I t50.50 1_50.50 1 ' '5050 I R/M 50,50/VIM 5 ,50 EEI-9�LF,45.83 50,500, � � ' O
- I r 1 -
LEGAL DESCRIPTION '1 a 5'TYP
1 I 1 12J' UTILITYI 9A5VT': ( ! J 5- F �r i .-Y,..t•• R
(Bye The Green - Phase 11-r_1) I ( I- ^r � 4'TYP , . 0
The West 172.00 feet of the South 347.51 feet of the + sEE YC i 'r`• '�
_CB. 6 - _ 5 TI ,5 •, rr
T )
North 487.51 feet of Parcel C" of Short Prat Recorded I - _ _ f- - - J I�._ - L,B. TYPE /-G, ° - - J9 - -
_ _ - - - - - -- - J
under Auditor's File No. 8101079005, King County, Wash-
r I GRATE FL. 4900 I. GRATE EL,49.00 FF 52.SQ
81 ton, as amended under King County Auditor's File �+i li r, -- , -++ r-✓ J
8104280802. I 11 c. 96 66 • l "
IG� LE, 46.55 � y -�+a �®-- CJL
-
( ye The Green - Phase 11-C-2 L 1 I - b .0 w r..cv 4x N1E7ER "-Z-+ "ME
i "n"£.TE1� ) _ o dG tI i 2 TFR
I In
B ) I r
The West 162.00 feet of the North 140.00 feet of Parcel r _ _ 9 I- 1 HYDRANT PFR
"C" of Short Plat Recorded under Auditor's File No. _ + - ! CITY sr D's
8101079005, King County, Washington, as amended under I I �50.50 4.
Kinp County ,auditor's 51eP704280802. 1 J I ---
L66 6 woo I t sEE O
(Bye The Green - Phase 11-C-3) I LE,' 46.63 ) � I£. 46,60
The East 162.00 feet of the West 324.00 feet of the North I I 2 DETAIL qq I q._��. O• -
140.00 feet of Parcel "C" of Short Plat Recorded under N
Auditor's File No. 8101079005, King County, Washingten, o. ,- •-- Z
as amended under King County Auditor's File 81042P,0802.
G3:x16-A _ .s G� , */O TYPE I-C
(Bye The Green - Phase 11-C-4) ( 1 Y L dy GRATE EL.49.00 ry TE FL. 4900
The• East 231.00 feet of the North 487.51 feet of Parcel I --- -- - - �� - 1_._ I'
1 �E. 46, 44
"C" of Short Plat Recorded under Auditor's File No. 4580 1
8101079005,King County, Washington, as amended under OtH "per " _
Auditor's file 8i.04280802. EXCEPT the West 152.00 feet I PV � h- IE 45,80S
of the North 140.00 feet thereof. c sea i 1/5' 575r 5' --TO.S - , r � 5 57.1� /Y r „.
oeTaL .-I
F, F 521, 50 n F,F, 52.50
a 5r
IMPERVIOUS AREA = 103,500 SF '- -, �50•,g�T�_ I' I -
- - - - 5"6ATE VALVE o _
12 P VC,-243® 0227 Jc ns*ae 10- YE (2 PVL -2lO e 0.2Z % vr
t;Z2r' BLOW OFF O S k ^=
R LtaVC.D�LOGK N 60 INGRESS/EG 1
EXIST, M.r-% 4 r E ZZ-48 M.H, 5 TYPE49 STUB 0 CAP RS EASEMENT
- -- r
RIM EL, 4 9,20 I.t, 44,22 F/M EL, 4505 LE, 44. 75 RATE EL, 49,00 I.E. 4!>.lo -
^ P.V.C. SDP 21 -42'e.002A Tjf..
�- _O UTILITY EGSMT. --}� A_I -
r''�"••.� CR'172 TYPE -G -
,ff t•Ro M %
LF
�li . YIF •s+ 6RAiE EL. 49.00 I.E. 4v, 00
f/ / _ + 1
S i f
APPROVED ' O o M '
DEPT. OF PUBLIC WORKS / "' Q)
CITY OF AUBURN !/�578¢ SEXIST. C.B. *13 TYPE 16 '
ENGINEERING DEPARTMENT, / r� r, Q IM CT ,., J., �� LSD-
DATE` -
1/rs1a4 \\v(l V GRATE EL, 4y,00 LE. 45,51 231,00,
APPROVED B : ..._ . ..,,- •••.•., SCALE !_l 00 _ - _ _ _ ;'
---------T
237,0/ 4 3.00 y5L47�-`- SEWER/WATER CROSSING DETAIL
}
PHASE I1 C 2 PHA 5 E I I C 3 L Atl connettlens of PVc nips to catch ""S lhelll inl k l lA fr* a ,
r•WNK .'MR. vzmc•L Qa•eYRi•
I I ROM
Adapter, AC:, w I• , ""@ ro+." .,;
I _ I .G9 ee0s'esd"hee ^ U.
_ WNIMp,"0a':` "CH Sim...avu. • �:
Ali water metM will be Insto
q plied for and paid at least 2, WAQsIt '
Watee Department.
l� �^ 3. We.ekctr#eat 1Tnte shaTi be tn�ls3lad w#h911 " �fr
P H /i 5 E 1 )- ; "`7 A E I -C- 4- 4. BeddTaagg for PVC P%' ref/' -R Xae d,".uE _. wrrnx a• a mown•
I�ct
2-02 APWA. and 6" •, s d
h
SLv[aR D IM T G 9W5-_4 db[ .
ff ...ry z
1 A
FVTURF CITY QF AURURN RIGyLDF-WAYMOM
.: MY
. >a'!
T T T I .
PHl1 SE I 8. to will I» the C�r'e re/pepslFt�t y to deAfale: e
to see that e•�a erty,'t>d�a4 . ,�„3a " ` .. f '� ,� t ,�, �..
��s�_�Ly__ s -.. sr•P".. __ T. LINEiMl. LNYQ Unless etherlifae nsc�vs j
B.P.A. TOWERS B PA EASEMENT suv aecor� tjl City r e 3 r
156.00' 24 ZOOr �•" ,
j 10. ATl mateallalx ae� _ Y . Ki -': . .. 22 4 _ •`
I
the City of cat f ' f
^ Sewer, StgK! WO SewWRa.
PHASE r�HA15E II-B ltr caRinets a ':, atom; ;� : « ELEV=
i I I m I t4 r rayi . TM4 .
1 II-AI '+ i ' Ire s(► t 1 x
YY 1 d _a A beell�'th c ess
NI ! as:s�reetedey n `\" 2 Ci.A$S�$�� t.n 1 ... mod.�•.. d�y„ 's `iI'
1 �&SnspeYfA-.0t1a7�e. "�:. .}x sr' y. 2• sjlb"aelei#, •A6GiC
r•s" III - - _
3rDGJPI r t•.
I
REVISIONS 2y
M I
i 7
1 1'A 7 L 40, A L F 1 - 40,
403-00
79,00
5" F. 5 2. 7'
YI
ry
FRO 06 E, 4:6�i 9
4-
0. no,1,,�
LEGAL DESCRIPTION 5�T_-P
V
0
(Bye The Green Phase 11-r-1) 64'TYP _4S
L)
The West 172.00 feet of the South 347.51 feet of the F14 'TYP
North 487.51 feet of Parcel "C" of Short Plat Recorded C
under Auditor' s File No. 8101079005, King County, Wash- 1 1. 1 T7
ington, as amended under King County Auditor's File 5 2.5J
Ai
4 6.
W� 8 It a I CL52 2
8104280802. SFAT� EL
C A
(Bye The Green - Phase 11-C-2) Tr R--.I - �-�A - ?'IL 4) ; 0
CO
IL
The West 162.00 feet of the North 140.00 feet of Parcel I
t -
"C" of Short Plat Recorded under Auditor's File No. I \ :, "- , I'_', i
14. + co
81(,11079005, King County, Washinctor., as amended under M1 IS
5
Kin, Count, luditor' 5 7ile "1-1900802.
J.
6 P'J' L k I
---- -�< I ; I ; L
(Bye The Green - Phase 11-C-3)- _1_1:� 4 ♦ _7"i A-r a`
The East 16�.ZIIJ feet of the West 324.00 feet of the No.-th Q > 0 z DETAIL
140.00 I&etof Parcel 'C" of Short Plat Recorded under
0
LLT
Ar)rli*or's File No. 8101079005, King County, Washington, 'd) IV I-
as amended under King County Auditor's File 81042',0802. v IF
(Bye The Green Phase 11-C-4) 7�
5R,47c zi_,;9,00 �5RA fL . '
I. T
L T __j L LLI
Q1: - T
8101079005,King County, Washington, as amended under
"C" of Short Plat Recorded under Auditor's File No. J.� 4r, 1 - 0 0 U)
The East 231.00 feet of the North 487.51 feet of Parcel
ovm 2 L7
Auditor's File 8104280802. EXCEPT the Vest 152.00 feet
of the North 140,00 feet thereof. 15 L7 7101 t2 4 59 4 70-5' 5-. 5 .5 1 15, 1
CNI cc
1 CD
X
7-5'
IMPERVIOUS AREA 103,500 SF I - -
__ _\ a @) � _� - , .ro I`� 4 1 1 1 �.
, , __ , 1, - 0
_ / _ � � � - -o 5-t V,\ ad
r, M,La'WYE'!N _ FF
IL
---- ---- L� 24 0.22 Z 40AJC.ALQCX d
! 60 INGRESS/EGf S EASEMENT
�X6 IF
4 E. 4 BRA FL. .9,L)!� 'L 10
I - Y 7`7
A,
"'II till",
A
W,
T i In
E In
z
\ /7 L7_2 aO' - 3 /,00 L-Q
UJ
7
SEWER/WATER CROSSING DETAIL WGAT
c-,5 7
rr
GENERAII, NOTES
_ F 1 . All connections of PVC nipe to catch basins shall be made with an AC Manhole
z I I PROVIDE CLEARANCE.
Adapter, AC Coupling or approved equal. CLEARAN.. .. MIND SI A
D MINIMUM OF 5- "CM SIDE
r
LU
IOL MIN
10 MIN
2. All water meters will be installed by City of Auburn, Permits shall be ap-
< plied for and paid at least 2 weeks prior to needing, and work schedule with Vj Uj
Water Department.V. 3. No electrical lines shall be installed within 5.00 feet of a utility line.
NO JOINTS ALLOWED
4. Bedding for PVC pipe shall be per City Requirements conforming to Sec. 61- INI,... W' OF CROSSING
2-02 APWA. and 6" over '1 0 undw pipe rininimui
up1 5. Contractor shall maintain a minimum of 42" cover over all,water pipes_
6, Slope on side sewers shall be 1% min. and 2% max for II PVC. LU
NIII�.. FUTURE CITY OF AOURN R10fli.QF-WAY 7, Contractor shoil V*I all dimes on the draw' and locations if ex -lT >=
I ing improvements prior to construction and shall notify the Engineer imme
WN Itattely
of any discrepancies.
PH' SE I S. It will be the Contractor's responsibility to contact all utilities involved S _ NEE T_ 7E T1,J" iP.O.W.
to see that they are properly located.
TT . I
9. Unless otherwise noted, all catch basins shall be Type I-C with 18" minimum e,144- E A Sk1h INIE NORTH R.OW. LINE
b,f,A T I; A sump according to City of Auburn Specifications. '30,
4 7(70 r 4 4 1
1 i 10. All materials and workmanship shall be in accordance with the requirements of t 24 IN
the City of Auburn Specifications For Construction Of Water Mains, Santitary 2,_
Sewer, Streets and Storm Sewers, and APWA Specifications as adnInted by the City. 6
11 4900
I P 4 5't T �m
DMIS It-/ 7-,1
11. Contractor shall obtain a copy of City Of Auburn Standard Specifications prior
to construction.
'A 011 sale AI
12. If unsuitable soil conditions are found dtring construction, Contractor shall
n ( backfill with bank run gravel, Class "A", As modified by the City of Auburn,
as directed by the City. ASPHALTDow
CLA55 G�' J W C
E3 7. �MtNUS ROCK
13 Downspouts shall be discharged to asphalt surface and sheet flow to CB. Job 064
PIT RUN (PER CITY 5 T DS.Nj
14. 'Sionewr slotlom we sloilloned iron downstream Manhole-
-
ii
I
I I I I 1 I I I ! I
-
I
-LE _4c9 _T � � _ ._ �.T RT, k
# ITY — � — i — "` 7 ITy --
AIM E _149.20 RItJ ELI C' 5 —
49.G5 I p iN1 EL 5G.50
Z
FI1FIN H GRADE I
I I�tSH GRADE ., IL�r_4E00CID
12' STORM . -- -II�., STORM I j I I I _ U m
- - - -
/ I I I
_. - -�—
C ,2 r✓ =0 4 /e SEWER ' — - - — ttt -
S
!' -- 8" PVC a709inFJ-
- �\
i
a I I I I AT ! I I z < I
4 d 7 r, — � 'l _' I-E-44-75 -
- - I-E-I45.83 1 I ! I U n
�" l vh' L �� N ��yE — ---- — ------ — ! '_. -- CO
�-I--
j
_ _ I
--- — -_
l . . Lam^ J - �- F _
N - ��- _ L. a9.0 - PATE 4 - - -Ef� b
I 9.b o
D -�
FINISH GRADE _�_ -!. --j. —.. __- -__ - T T
FINISH GRAD
L !
ik
1 ; 1 - -- -
It _) _
- SDR-P�C21 0 10' PVC SDR-21 102' S=02 Ae _0.24% tjoC21 91 S 024/
R-35 140, 5=0.35% ! I 87 -- -
------ _ __-_ - _ _ - -- -- 10' PVC; SDR-21 142� S 0 24%42
46-00 8 WATER LE.= "Tl E -46-55 1 SS S IE._4. 66
i
i \I InI
y6"SS A yI FE46a4 1—_ A UJ
I-E-%'10 i 1 I I -IC -46-10 SAN- SE1ER �8 TER
]L
I-E-=46-34
1 1 I
I44
i j I j I
1
UJ
I
I �
I I I ! 1 5 . ALE - 1 - 40
; f ; � �
1"� 2 O VER �.
1
i a
I I I I
-----------------
-
il.
t ,
I A P -I IP R
\
DEPT. TF,PU i9UR
= MENT I __PA T
I I
1 z6 -_ 84 l APPROVED B 1
OIx01 33E 8[o C7' 9l0!7 Sk"C. 2 oR 2 - -
OIx01 339
( OIx01 331
1