HomeMy WebLinkAbout05D1814LEGAL DESCRIPTION
Lot 20, Block 1, Ryan Addition to Auburn, per King County
Recording, Volume 51, Page 36, records of King County, Wa.
PARCEL NUMBER
746890 - 0100
DATUM AND BENCHMARK.
City of Auburn Benchmark
#7-8: Railroad spike in the power pole at the southeast
comer of 9th St. SE and "H" St. SE. Elev. = 99.92 ft.
CONSTRUCTION SEQUENCE -
1. Submit a haul route to the City of Auburn for importingI ST 55MF1-�
of necessary material . # q0 - tZ
2. Schedule and attend a pre -construction meeting with the Ruse; 013.a�
City of Auburn Officials.
3. Establish the lot comers and the clearing limits. cRTSIN st 1 -
4. Install the filter fabric silt fence and the perimeter r_AJrFI I _ SpL LD LID
safety/security fence. The security fence shall be placed \ RIM: 013 D'
inside of the existing sidewalk to prevent pedestrian intrusion. I)_•- prf.5`
5. Begin the clearing and fine grading for parking and driveways.
6. As work progresses, ensure that no silt -laden runoff leaves the site.
7. Install the drainage and infiltration facilities. Notify the engineer
prior to construction of the infiltration trenches.
8. Remove the existing sidewalk and curb to construct the new
driveway. Remove the existing driveway and rebuild sidewalk.
9. Protect all new and existing catch basin iniets per City of Auburn
Standard Detail DEV-7, as drainage construction progresses.
10. Remove all erosion control measures only as approved by the City
inspector and upon substantial completion of soil stabilization, including
seeding and mulching, landscaping, paving and other methods.
II- NLLL WORK Wi TP1.J PUBLIC RIGHT-oF-wAY SHAIt BE LIMITED TCD
STRICT TIME LIMITS. THE -nma LIMITS \NILL BE DETERMIIJ6P
A.T THE. PRE-CONSTRUCTIoNI MEE TI,�I G.
UTILITY CONFLICT NOTE:
CAUTION:
5'
A PORTION of the N.W.1/'47 SECTION 19, TOWNSHIP 21 N., RANGE 5 E•, W.M.
lNi=IL"fI�TTDt� TR,FNGN
�Z' LONG 5` W 1of
14Y .t WG I7E�Rt . PIP'F-
10' /
FENCED IN
QUTDOOR PLAY AR ti
GRASS SURFACE
qi•T-
10' WIDE YP E 1 /`
LANDSCAPE TRJP'
PVC 5DR 3S
ROOF GUTTER
DpgIN �O'1�
C.ATGFH 6K5IN 3 (TIC Z�
RIM'. q Z ' �' p LsTLK--r
ie-, e-6'
W/ pUTLFiT TF-�
(cam PE TIN
W/ C�'RNkTF � LI G�
I'�F4N�i T�
t
au
1
9
21 seon ra oF-
-75 LP. F}LT6R ppEN CL)FZa
FABRIc_ FEE p� DRI�IN1NC--sE
PLACe-D RS pNN=RFIow /
SHOwltJ.
PROP.
LINE
24'
x 92 0
19 24
ASPHALT PAVEMENT
to Pvc BR 3S
` f DCIME R
EXTR. CONC.
CURB
'k 5' RAD.
DHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER 9400M ON THESE PLANS OR NOT BY POTHOI.NG THE UTILITIES
_0
AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSIRUCW,:.
THIS SHALL INCLUDE CALLING UTILITY LOCATE a 1-800-424-5555 AND THEN PONKTt W ALL OF
J
7
EXIST'G B L D' G
THE EXISTING UTILITIES AT LOCATIONS DF NEW U1N IlY CROSSINGS TO PHYSICALLY VERIFY
Z
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS Of SAID UTIUTES AS SI MN ON THESE PLANS
U
LLJ
F,� F-•, �15-0+
ARE 1101 GUARANTEED AND ARE SUBJECT TO VAR11 ".
m Z
PAINT WHITE ONTO ASPHALT SURFACE
LJ
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Cot
REFER TO SHEET L-1
RAMP DETAIL LOT
NOTE:
REMOVE EXISTING DRIVEWAY
& CURB CUT & REPLACE
WITH NEW CONC. DRIVEWAY
APRON WHERE SHOWN &
REPLACE SIDEWALK & CURB
& GUTTER SECTIONS AS
REQUIRED FOR A CONTINUOUS
& UNBROKEN INSTALLATION.
(PER CLrI C-5i-P• Dem II_
X
93,1
pvc sDR 21
TD FIRE SPRIT-IKLf
y SrF�n
5'-6"-
bmRa 4-w
5'-0"
Pe pm C1-ASS 6
A.C. PAWL
I
a°I
�z '` r
o o
° o e
COMPACTED SUB -BASE
Yo" MI INUS CRUSHED ROCK (MIN. 4 s,. COKFAC loN
OR hlr►?1WUE. �, FIRM SbILS�
CURB & PAVING SECTION
NOT TO SCALE
I Ir
tww . VI�1' ::DIOTF- T
+, PRONIDE- 0
i0•
• c t l`t/St GuR0 V) _
1�.� �NGING' II.lSIDE �_
EXIST. St DEWAi 1C
Z 1D (I toRTf -iST
a IiO . PROP. L L"I
I° DOUBLE CA Clc I
Tt3. 3W WATER
(nR II} I NJ) I I I
O Q (TO �O WHlF.R SERVLCK -
W , X
O Q (TO �O WHlF.R SERVLCK -
W , X
5
qaP ENTRY '
C1iTGH BASIN Z
=
' RIDGE OF
11 1 /4�71 PSI _tr° PVC 93+ LIMIT-
\\
(PIPET-- SOLID L.ID)
lfi
1.:
F,INk- q3.3`
,E eR•s (,�
z
00
9 •I , 94.D RAMP �93.41
PLANTER' 15 RAD.
DISABLED
PARKING
V<I
____
I I� PLANTER q3,o 14'-6" RAD.
u,
SIGN -SEE
~
s` xga.s �,, qz.,s
SHEET A-4
4
r,
ASPHALT PAVE`WNT
SOUTH PROP.
LINE
INS L R.ATloN 1TRFa,4C,4 - CL*65 *�
INFILFRt�T1 �TR� --KCH
42.5
4Z' LONGLON
5' W II7�
I
Ex Sr cS. 6�, '
W/ log PyG PF.h2F PIP<�
III
g2,0e
t7vv✓V. ��
93.$ 8 r�•
X q3.1 24' q3.o PLANTER r�.•' ',. /
I
3 EXIST. CgNPEL�
(stLtFJD PULL
C a LLl
sT�TEAN
I�ISf. Ca(iyr��j
u� GRATF
(SIT.-�D FULL_
H C,
E
ovr�-
>
0
N
R�
PROP. LINE
EXIST'G
SIDEWALK
9a.r�
- C cow I g2.3e> EXIST'G
N Ln 230 N 00 d-'S4T38�-�- SIDEWALK
CATCH E'A�IN *�I (-NPF-3�
I 16' W+ 30' 5' Rlrn: 4z.s'
5' lF : ®q. ° 0."
NEW SIDEWALK & DRIVEWAY APRON w/p"T'
(DRIVEWAY PER CITY OF AUBURN STD. DETAIL vu/C-4�,X'W-D LID
STOW-1 &STOW-3)(slocvrcLK IsTt�. DIET STSW z
"E" STREET S.E.
3 1 xlsr. ssThFN #
SO 90-11
RIM R3. '
N -w-- -IE: e6-4q (�",Vv) W eA1Sr 4L__WHIF�w?L� -
EXISTING
FIRE HYDRANT
V FXIST- S4DEU1P�lJC F1_44CP_ E{
- �Q••23°
L.F_GEtJ D
® Exlsrtl.e� �R�T E1�vATIorJ
PRom,
s c a R
e 1" = 10 f t - x_�°�° �r"R� SPOT EL�VP.TioN
� C-A-TE.R VF-N1.A 50it_,JING
• ly" pvc SDP 35 (3 196 MIN.
SURFACP- 0RKtNAC-IF. FLAW DIREQ-IOt`I
FStl , C13 (jwe- S)
RtM + 42.0Z
GRAM
- lit_fl
Ti iTi h.
NA,TIvh FILL,
COMPACT TO 95%
MNRAFI 140N FILTER FABRIC
ON TOP OF "UMDER
OVERHEAD PAVING -NL_P
o'..: .. 1.0'
0'.o
O
° ° 3/4• - 1 1/2' WASHED
0• ROCK
6' SLOTTED PVC,
SIR 35, IE 19t.5
LTI�LTI(�N TRF-NCH'SEC,T10N__
FIN151-1 C•�R�p�;
111�111 pL;�4U 11LE.Iv,
N,T.S,
CAST IRON INLET SLOPE PAVING
FRAME & GRIT E
RIM:gzTO DRAIN
- 42.s(cA� •al ----
6' NMI.
Z;PVC, SDR 3S
I
z
(o" PVC -TEE W/CAP
RUBBER GASKET JOINTS
TYPE J: CATCH BASIN
REVISIONS:
PerGN k
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to
1'
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Illll
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La
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CIA
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CATCH BASIN Na 3 N0. 4
N 7.s.
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,pprl
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4 12 II I11 _IU � R� �i
DRH�N°Rocx SOPI39AT�D
1-5
III pVG NEE \ Q:: Er��i
. ,� . ;' .5 +• •iJ `. •,:� ; ,. •', aV� .t , ♦ •. ,� GAP W� `.1
Q<-NO FOK I.o' tATNiSIE l�sN
M%IN.
561-ow TRENC" 'Jl
T I F'E z -N a
I N F I L T j�AT I l� t_l TR E GH (GRRI >=D\�- n
BASH iN•I.S.#3�yA� ��'
CAT t
T1PF >
(SOLID LLD
a. All workmanship and materials shall conform to the City of cV W o
j t�10 CAR - C> F;D WILL- TE Auburn's requirements and specifications. �
REQUtRI_D FOR THIS SITE . �J F oa o
b. Standard Plans and Specifications shall be."Washington Stale 02) q W m
2, E.XISTINC-S WAT5R AND Department of Transportation (WSDOT) Standard Specifications
SEER SERA ICJE5 W 1 t•-+- and Standard Plans for Road, Bridge and Municipal Construction" � �
GpP1TIr4t�E To l3E USED and City of Auburn Standard Details and Development Project o
pJ.1D W IL l Not pp�TuRf31rD . Specifications.
: � ..
C. The Contractor is required to have a copy of Standard Construction � co� b
Notes, Standard Details and Specifications available at the job sites (Z co o
3. I1AFF-R,41005 SURFACE along with a copy of the approved devek4pment.plans. rn Zj
I NCf2>rAS� : 'Zi 3 3 S.F.
N om: BE
t�I�TI�It�U PR1oR �'O INSTTi1.-L1/�1G
tN•1FILTRATIoN FIq�t ..HES TC
C-.9NFIRK 501L SUITA$ILITi.
NaF-: A FIRE Sl'RTnMlcl� R PI��I 1ZEQUIRE�
A VE_tAIL9L' F LA" PLND APPROV P%L,
&l NNE r-%W- MA4��NIs1Lt_. GONTP�T FI2F_
DF_.PT: FOR RE(>ZulR
CNFGc vAL_�� R_�Ive�L�y�
d. A pre -construction meeting shall be required prior to any on -site
work for, all Public Facility Extension protects.
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U
e. Prior to starting construction, the Contractor shall call ONE -CALL a
(1-80OA24-5555) for utility locations (wafer, sanitary sewer, storm Q
sewer, gas, power, telephone and television).
Record Drawing CarMiicafion
These drawings conform to the Contractor's
construction records.
by:
Date:_
TNlelposdion:_.
Confirmed by City _Date:
1 DATE: 11 19 98
SCALE: 1 " = 10'
PROJECTfiEF':_13L.17 p?32- 9 ,
s DESIGN BY:� JJJ
These pfens are approved for confarnance with
the Cky of Auburn's Enginean% Dwision DRNRV. BY: _ JJ LC
fegUlfalllentS. p � APP. BY: _
/2/e/98 JOB No. DUMAS
Approved by:D/,�
SHEET
Dare Approved:
osa i81y
N om: BE
t�I�TI�It�U PR1oR �'O INSTTi1.-L1/�1G
tN•1FILTRATIoN FIq�t ..HES TC
C-.9NFIRK 501L SUITA$ILITi.
NaF-: A FIRE Sl'RTnMlcl� R PI��I 1ZEQUIRE�
A VE_tAIL9L' F LA" PLND APPROV P%L,
&l NNE r-%W- MA4��NIs1Lt_. GONTP�T FI2F_
DF_.PT: FOR RE(>ZulR
CNFGc vAL_�� R_�Ive�L�y�
d. A pre -construction meeting shall be required prior to any on -site
work for, all Public Facility Extension protects.
z
-s
U
e. Prior to starting construction, the Contractor shall call ONE -CALL a
(1-80OA24-5555) for utility locations (wafer, sanitary sewer, storm Q
sewer, gas, power, telephone and television).
Record Drawing CarMiicafion
These drawings conform to the Contractor's
construction records.
by:
Date:_
TNlelposdion:_.
Confirmed by City _Date:
1 DATE: 11 19 98
SCALE: 1 " = 10'
PROJECTfiEF':_13L.17 p?32- 9 ,
s DESIGN BY:� JJJ
These pfens are approved for confarnance with
the Cky of Auburn's Enginean% Dwision DRNRV. BY: _ JJ LC
fegUlfalllentS. p � APP. BY: _
/2/e/98 JOB No. DUMAS
Approved by:D/,�
SHEET
Dare Approved:
osa i81y