HomeMy WebLinkAbout05D1799SCALE 1" = 20'
99 R 99
C H TY OF
STiTCDD\\7�7r=:`T__D)TU_P X SHT
l�
A PORTION OF THE SW 1/4 OF SECTION 18 T 21 N R 5 ENM
MONUMENT FOUND AS NOTED
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
WATER METER
--- i
= POWER POLE
I
—S— = EXIST . SANITARY SEWER I 810 26 SSMH
'
I RIM 84.45
I.E. 72.25
-- W = EXIST WATER LINE I
PROPOSED ASPHALT CONC. PAVEMENT
I
= EXIST ASPHALT CONC . PAVEMENT I EXISTING 8' SEWER
EXISTING CONTOUR I
too
10OX0 = EXISTING SPOT ELEVATION I
I
100.0 = PROPOSED ELEVATION I
I
B5x4 I I EXIST. 6' WATER
IN
30' 30'
Vertical Conc. Curb 84x6 I I
Ver icol Conc. Curb I
VerLicol Conc. Curb dQ I I
5 N 89'3300.0" W m 4 I
90.000. - 145 -F 6" PVC SDR 35 I
07 n2% MainLO n Min. 4 FooL SeparmUon
beLwe n Side sewers
Verticol Conc. Curb
52
82 LF 6' SDR35 EXIST SHED '
TO BE REMOVED °2� M ELEV. B .12
30' 3
N 89'33 . .. a '00.0"W
90.2w
X SOILS ' ft • . e . ' ' •.• <•
w 4. :. •' SLo 1+94 ExieL Stub
A.
•• .. . r q • INoL Use l
❑ :b . <• 4 .,.; .� a 45 LF 1" WoLer
3 ° ►tPPARKING,
z ,', 45 LF 1' Water
• a WoLer W 1
NEW DU EX Meter m 1 1
24' FF 88. ITyP• 4 m
m7 PloceslCP
4.-27
1 �;
180.000' -- -- --
18 LF 6' PVC SDR 35
Li i
115 LF 3/4" Watery , �`.;•:'.:
46 LF 3/4' WoLer Edge of Sh.
115 LF 3/4" WoLer- 46 LF 3/4' Woter
\ �• fit,•• t'`'.
B5X2 B5X2
EXI G SSMH
0/48
RIM 87.50 S
I.E. 73.20
Vertical Conc.
Vor. See Plon.
LEGAL DESCRIPTION:
The south 100 feet of the north 200 feet of tract 37 Together with the south 70 feet of
the north 220 feet of tract 38, East Auburn Acres Addition,according to the plat thereof
recorded in Volume 14 of Plats, page 41, in King County, Washington.
OWNERS:
Jeffery B. Woodward
James W. Cox
37226 33rd. Ave. S.
Auburn, WA 98001
PROJECT NOTES
TAX PARCEL NO.:
211980-0340
LAND USE ZONE:
R-3
LOT AREA:
0.35 ACRES (15.300 S.F.)
MAX. LOT COVERAGE:
7.104 S.F. (46S)
PROPOSED LOT
COVERAGE:
3.232 S.F. (10%)
GROSS FLOOR AREA:
EXISTING 0
PROPOSED 2,860 S.F.
PARKING REQUIREMENTS:
PARKING STALLS 2 STALLS/ UNIT - 4 STALLS
GENERAL PLAN NOTES
i .ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF
AUBURN'S REQUIREMENTS AND SPECIFICATIONS.
2. STANDARD PLANS AND SPECIFICATIONS SHALL BE WASHINGTON
STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD
SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTIONo" AND CITY OF AUBURN STANDARD DETAILS
AND DEVELOPMENT PROJECT SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD
CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED
DEVELOPMENT PLANS.
4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY
ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL
ONE -CALL (1-800-424-5525) FOR UTILITY LOCATIONS (WATER, SANITARY
SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION).
APPROXIMATE FILL/CUT QUANTITIES
SPECIFICATIONS FOR STRUCTURAL FILL
FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL
(CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100
EARTHWORK QUANTITIES:
EST. CUT = 100 CY*
EST. FILL = 50 CY*
EST. STRIPPING = 50 CY*
*CONTRACTOR TO VERIFY.
SPECIFICATION FOR GRUBBING
ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS
EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDRLYING SOILS THAT ARE SOFT, LOOSE, AND /OR
CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER.
A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVETR STRIPPING SHALL TAKE PLACE TO
WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE
MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE
MEDIUM DENSE, STIFF, OR MORE COMPETENT NON -ORGANIC EXISTING SOILS.
NOTE: ALL WORK WITHIN THE
VICINITY MAP i" = 1/4 MILE
DATUM: CITY OF AUBURN
BM # 14-I
Brossy in CL "R" Street
mL PT of curve
Elev. 86.12
SHEET INDEX:
1. SITE PLAN
2. GRADING 8 DRAINAGE PLAN
3. T.E. 8 S. P.
PUBLIC R.O.W. MUST BE COMPLETED Record Drawing Certification PROJECT REF: BLD 0927-98 BLD 0928-98
WITHIN 15 CONSECUTIVE
CALENDAR DAYS. These Drawings Conform to the Contractor's construction records. These plans are approved for conformance with
the City of Auburn's Engineering Division Engineering
InsLoll Fire H clr nL Per-' BY Date requirements. Ingm
' L
COA etd. dLl. WAFH-1 NOTE: SOIL PITS DUG TO 121
'� BELOW EXISTING GROUND Title/Position 3/«/cm
xf_nbTE The Instoler /Host G�tain a ELEVATION WITH NO SITE ADDRESS .,,
• Fire hrE1 f ermlt Prior to EVIDENCE OF GROUNDWATER �� ��� !!R?! C�
/ DEMOLITION NOTES Inetalot�on of The HyaF-ant. v
AspholL Conc. Pavement 2" Min. Comp. Depth
Crushed Surfocing Top Course 2' Min Comp. Depth 1. PRIOR TO ISSUANCE OF THE DEMOLITION PERMIT. THE CONTRACTOR MUST IDENTIFY THE
DISPOSAL SITE FOR ANY DEMOLITION MATERIAL TO ENSURE PROPER DISPOSAL OF WASTE.
Ballast or Selectecd Notive Soilsi 6" Min. Compacted Depth
2. CONTRACTOR SHALL REVIEW ASBESTOS REPORT AND/OR OBTAIN FROM OWNER ANY ASBESTOS
TYPICAL SECTION REPORT INFORMATION ON THIS SITE. ANY ASBESTOS CONTAINING MATERIAL MUST BE REMOVED
BY CERTIFIED PERSONNEL.
3. CONTRACTOR SHALL BE REQUIRED TO WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS.
ALL PUBLIC ROADWAYS SHALL BE SWEPT AND KEPT CLEAR OF MUD, DIRT AND OTHER DEBRIS
AS A RESULT OF SITE WORK.
4. BACKFILL AND COMPACT ALL TANK. VAULT AND/OR CRAWL SPACE VOIDS PER SOILS ENGINEER
RECOMMENDATIONS.
9 T R E E T S E Confermed by City: Date
M
.� of ASy/ S
r
IO\!AL
EXPIRES 1 / 25 2000
SITE PLAN
WILLIAM R. MOATS
10704 SR. 162 PUYALLUP WA.98374
(253)863-35E'l
avm ay WRM
Approved By
Date Approved
APPLICANT:
Woodward Construction
37226 33rd Avenue So.
Auburn, WA 98001
253.952.2300
d" 1' = 20' .W;:j3h=WLM sir 1 WE NOV. 9,1998 -nw DRC #96-063 3
PA "
C.%wo rdUWAUds7,o MVCU311711999
/ —
05D1799
SCALE
LYX
12'f
DIRECT ALL STORM WATER
RUNOFF DURING CDNSTRUCTION
TO TEMP. INFILTRATION TRENCH
12"fir-
A
, 12"Fir
.0
LEGEND:
1" = 20'
5
Tw 12"
X
'1r
X X
... . • s, r .' .•
w
z
C TY OF
991Tj 99 rrNTr,�,
Tfj j_G"11�T
AU_BUR..,__.9_
LD)u S H T
A PORTION DF THE SW 1/4 DF SECTION 10 T 21 N R 5 EWM
SILTATION FENCE
Per City of Auburn Std. Dtl. DEV-6
TEMP. CONST ENTRANCE
Per City of Auburn Std. Dtt. DEV-5
Temp. Inf iltroLion Trench
18" spruce f10" spruce
24" f
i,)
pine
TighLline
Temp. Inf i1LroLion Trench
?_4" fir
10' fir
00
_3 X �
20" fir
NEW DUPLEX
18" hemlcckl
19" hemlock \
111-1�18" pins 24" fir' o0
C t 89'3;I'00.011
180.000, '
SILT CONTROL FENCE
PER. C.O.X STD. DET. DEV.-6
` SECTION A -A `
Lished Grode
I
Existing Ground
PARCEL. # 2149BZ-Z34Z
TEMP. CONST. ENTRANCE
PER C.O.A. STD. OET. DEV-5
NOTE: CITY MAY REQUIRE
A WASH PAD
18' Fir 18'fir o
-
6"fir o
"1
Vj
z
18' Fir
Two 12" Modronas
remain)
1
X(to
/
U)
U)
V408
I
8k `4 S
4
1
1\ Cl
20 Fir (Lo
24" fir (Lo i
f
1 EXIST. WATER
I
I
1
I
I
13M ELEV. B6.12
i A
i
JCL 'R" STREET
GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL:
1. WITHIN THE CITY OF AUBURN. ALL REQUIRED DETENTION. SEDIMENTATION AND EROSION CONTROL FACILITIES
MUST BE CONSTRUCTED AND IN OPERATION. PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION
ACTIVITIES. TO ENSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUN-OFF DOES NOT
IMPACT THE ADJACENT PROPERTIES OR THE NATURAL4 DRAINAGE WAYS.
2. THE DETENTION. SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THESE DRAWINGS
ARE INTENDED TO BE MINIMUM REQUIREMENTS NEEDED TO MEET ANTICIPATED SITE CONDITIONS.
ADDITIONAL DRAINAGE ADN EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT
DURING CONSTRUCTION. THE IMPLEMENTATION. MAINTENANCE. REPLACEMENT. AND ADDITIONS
TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
3. FOR GRADING AND FILLING PROJECTS ASSOCIATED WITH A BUILDING PERMIT. THE TEMPORARY
DRAINAGE CONTROL MEASURESSHALL REMAIN INPLACE UNTIL THE PERMANENT STORM SYSTEM
IS IN PLACE AND OPERATIONAL AND A CONVERSION FROM THE TEMPORARY TO PERMANENT SYSTEM
CAN BE MADE.
4. ALL TEMPORARY EROSION CONTROL FACILITIES. INCLUDING THE PERIMETER CONTROLS. SHALL REMAIN
IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM
THE CITY.
5. ON PROJECTS WITH FILL ADN GRADING PERMITS ONLY, AND FOR WHICH NO SUBSEQUENT BUILDING
PERMIT HAS BEEN ISSUED. AN AS -BUILT OF THE GDESC PLAN WILL BE REQUIRED UPON COMPLETION OF
GRADING ACTIVITIES.
6. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE:
FROM APRIL 1 TO OCTOBER 31. ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED
AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL
BE STABILIZED WITHIN 10 DAYS.
FROM NOVEMBER 1 TO MARCH 31. ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED
IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA
GREATER THAN 5.000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORDED FOR MORE
THAN 24 HOURS AND EXOPSED AREAS OF LESS THAN 5.000 SQUARE FEET THAT WILL REMAIN
UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY BY MULCHING AND
HYDROSEEDING.
CONSTRUCTION SEQUENCE
1. SCHEDULE AND ATTEND A PRE CONSTRUCTION CONFERENCE.
2. FLAG LIMITS CLEARING & GRADING AS SHOWN ON PLANS.
3. CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE
WHERE SHOWN ON PLANS.
4. INSTALL SILT CONTROL FENCE WHERE SN4WN ON PLANS.
5. CLEAR. GRUB. BEGIN AND �:OMPLETE DEPOLITION.
6. CONSTRUCT TEMPORARY INFILTRATION TRENCH.
DIRECT ALL CONSTRUCTION FLOWS TO TEMP. TRENCH
7. CONSTRUCT BIOFILTRATION SWALE. RETENTION SYSTEM.
HYDROSEED AND OR ESTABLISH SOD TURF.
B. GRADE SITE AND DESIGNATED AREAS.
9. INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROL FACILITIES AS NEEDED
INCLUDING SOILS STABILIZATION ON GRADED AREAS OUTSIDE OF ROADWAY. HYDROSEED
AND MULCH ALL DISTURBED AREAS TO BE LEFT MORE THAN 30 DAYS.
10. START UTILITY CONSTRUCTION.
11. START PARKING AREA BASE CONSTRUCTION.
12. COMPLETE UTILITY AND PARKING AREA CONSTRUCTION.
13. MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED
AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY
SEDIMENT LAIDEN WATER INTO STORM DRAINAGE SYSTEM.
14. REMOVE REMAINING TESC FACILITIES AS PER DOE AND/OR CITY AUTHORIZATION.
BACKFILL AND HYDROSEED TEMP. INFILTRATION SYSTEM..
t(OTE•: FIELD L.00ATS RMO- Sv ALIL AND TEwie. i0011-MATWNI
TpA~ TO Owe%b CONFucTS %avm 6XIST/NG T "S .
TEMPORARY INFILTRATION TRENCH
NOTE:
WITH THE EXCEPTION OF THE TREES
SHOWN TO REMAIN THE SITE WILL BE
CLEARED OF ALL TREES AND BRUSH.
HOWEVER THE EXISTING HEDGES ON
THE PROPERTY LINES ARE TO REMAIN
IN PLACE.
14' Lo 2-1/2"
lashed Rock Record Drawing Certification PROJECT REF: BLD 0927-98 BLD 0928-98
These Drawings Conform to the Contractor's construction records. These plans are approved for conformance with
the City of Auburn's Engineering Division Engineering
By Date requirements. 9=V&V%
Title/Position
PVC
SITE ADDRESS Approved By L)-4nn� - aj�e
319 & 321 "R" STREET SE Confermed by City: _ Date Date Approved
MIS APPLICANT:
of ,ys 1 �-sc Woodward Construction
/61 37226 33rd Avenue So.
3)1,1 W I LLI A M- P. MOATS Auburn, WA 98001
,PFGis���%� 10704 SR. 162 PUYALLUP WA.98374 253.952.2300
JawL f 2 5 3 l 8 6 3- 3 5 91 a"'"' By WRM ar" i" = 20' EFMNM -VABOh—u ahEFT 2
EXPIRES i / 25 / 20M 1 AcFRMW WE ivoS. 9,199 DRC #96-063 tF 3
f�)R kt 2 o Z of 3
n:,—t-11nvnv11.1-4a vcn sine...
'A
0qSD1799
SCALE 1" _
100 LF BIOFILTRA
SWALE a 1.0%
i
20'
B5x4
CB#2 1+08 41'Lt.
CB TYPE #1
W SOLID LID
LID 85.00
I.E. 82.92
5 LF 12'N-12 a0.5%
5 zN 89'33'00.0"W
90.00'
Verticol Conc. Curb
n 23 LF 4' PVC a 2% Min.-\ , i
0
w SOILS LC
a
a .
H cc
zw
10'
I.E. 81.92'
85x8
50 LF 12` N-12
a 1.84%
CB #1 1+65 41'Lt.
CB TYPE #1
GRATE 85.20
I E 83 20
C H TY OF AUIB"Ll
99�99 S
1�"f R
E
1L �U FLL�JIa"X S ll 1LL
A PORTION OF THE SW 1/4 OF SECTION 18 T 21 N R 5 EWM
PARCEL # 21498Z-Z34Z
i
I EXIST SSMH
I B10-28
I RIM 84.45
I.E. 72.25
I
I
I
I EXISTING 8' SEWER
I
I
I
I
I EXIST. WATER
I
h--30'
84x6
I
Ver
icol Conc. Curb
CB #4 1+77 44' Lt..
I I
CB TYPE #1
I
W/SOLID LID
I
LID 85.30
'
4 I.E. 61.67
Vert icol Conc. Curb
I
I
85'Lx6'Wx2'D
INFILTRATION TRENCH
Verticol Conc. Curb
} . . . . .
m
m
o
M EXIST SHED
TO BE REMOVED
I:
:
jj
:1::_::
M ELEV. 8.12
N 89'33'00.0"W
2
........:
90.000'
o
°
45 ':
.::
kLa 1 94 xistZ
a
° ri° n-a•< a -V
.. .a.
w
a
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�21a.
mL
o
c
8
Q-
CL "R' ST EE"
\
NEW DLIPLEX
z
.. ............. .
FF-88.0
##
24 LF 4' PVC a 2% Min.
\: ':: �:..'.
12 LF 4' PVC a 2% Min.
......
,
64'
27'
e
bD
180.000'
- --
-
::.:.::::::':;':::::'.
�I ...: :.................
:::.
Edge of Sh.
CB
::: .
CB TYPE #1
85x2
W/SOLID LID B5x2
24 LF 4' PVC a 2% Min.
LID 65.80
I.E. 81.00
A-fI0/48
RIM 87.50
I.E. 73.20
Stub
CONSTRUCTION NOTES
1. CURB RADIUS EQUALS 2 FEET AT FACE OF CURB UNLESS NOTED OTHERWISE.
2. PARKING STALLS SHALL BE CONSTRUCTED TO THE FOLLOWING DIMENSIONS.
A B C
D
STANDARD 45' 9.0' 19.8'
15.0'
90' 9.0' 19.0'
24.0'
COMPACT 450 8.0' 17.0'
13.0'
HANDICAP 9Q' 8.0' 19.0'
24.0'
NOTES:
A.DIMENSION 000 APPLIES UNLESS NOTED
OTHERWISE ON THE PLAN.
B.90 STALLS INCLUDE 2 FOOT
OVERHANG IN STALL DIMENSION.
C.WHEEL STOPS ON 45 STALLS SHALL
BE LOCATED TO PROVIDE 2 FOOT
OVERHANG WITHIN STALL LIMITS.
D.HANDICAP STALLS INCLUDE 5' SHARED
LOADING SPACE.
Bien F:ow Depth
NOTE:
Swoles ore to be seeded or sodded
and protected from domoge untill the
e vegitation is estobhahed.
5
6' Impervious Soil Compocted
To Prevent Infiltration
SWALE DETAILS
BIOFILTRATION AND HYDROSEEDING MIXTURE
12% SEASIDE COLONIAL BENTGR`:SS
80% TALL OR MEADOW FESCUE
8% REDTOP
APPLICATION METHOD MIX PER 1.000 SQUARE FEET
100 YR FLOOD ELEV.
I.E.
TRENCH BOTTEM ELEV.
Bollost or Selected Native Soilsi 6" Min. Compocted Depth
Crushed Surf ocing Top Course 2' Min Camp. Depth
Aspholt Conc. Povement 2" Min. Comp. Depth
FilLer Fobric(Top Bottom 8 Sides)
i'l Ver. See Plan.
N
J.
HYDROSEEDING 5 LB. SEED MIX
7 LB. 10-20-20 (N-P-K) FERTILIZER
50 LB. WOOD CELLULOSE FIBER MULCH TRENCH SECTION
BROADCAST SEEDING 5 LB. SEED MIX
7 LB. 10-20-20 (N-P-K) FERTILIZER
70 LB. WOOD CELLULOSE FIBER MULCH
MOW GRASS TO 4'
SITE ADDRESS
31g & 321 "R" STREET SE
3/4' to 2-1/2"
Washed Rock
8' PVC
(i Iw,a tW NVWA(l(j,hvo/I VC03/17110NO
OrD1799