HomeMy WebLinkAbout05D1785SW 1/4, SW 1/4, SEC 21, TWP 21N, RGE 5E, W.M.
Legal Description:
LOT 1, CITY OF AUBURN SHORT PLAT NUMBER SPL-0003-95,
RECORDED UNDER RECORDING NUMBER 9508210641, BEING A PORTION
OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION
21, TOWNSHIP 21 NORTH, RANGE 5 EAST OF THE WILLAMETTE
MERIDIAN, IN KING COUNTY, WASHINGTON.
Basis of Bearing:
ASSUMED -HELD BEARING OF NORTH 01' 00'39" EAST ALONG THE
WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 5 EAST OF
THE WILLAMETTE MERIDIAN. AS SHOWN BY CITY OF AUBURN SHORT
PLAT NO. SPL0003-95 RECORDED UNDER KING COUNTY RECORDING
NO. 9508210641.
Benchmarks:
CITY OF AUBURN BENCHMARK #18-A;
TOP. OF MONUMENT AT STREET INTERSECTION OF AUBURN WAY SOUTH
AN6'MEMLOCK STREET SOUTHEAST.
ELEVATION: 300.04 FEET.
Vertical Datum:
CITY OF AUBURN
Zoning
C-N NEIGHBORHOOD SHOPPING DISTRICT
Property Owner
ANDRES CARDENAS
1410 LaFRONBOISE ST., ENUMCLAW, WA 98022 (360) 825-7028
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' »B»
COMPACT 45' 8.0' 17.0' 13.0' "A"
HANDICAP 90' 8.0' 19.0' 24.0'
0
NOTES: `
A. DIMENSION "D" 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.
FOUND "X" IN 1 /2"
METAL POST, ENCASED
CIS
.sue
f+ f
�j
SEWER MANHOLE
O
r` RIM 305.06
`t' 12" CONC IE 295.01 E
12" CONC IE 294.99 W
f+
5�
FH-EX
I
may° W
f.r N
NWV
N
N
c<11-
n
Y
w
�6
O
o
12.17'
-
x00
Zi
4
r\
FOUND PIN IN 2' IRON
�
PIPE, ENCASED
20
21
SE COR. OF SEC, 21,
TWP_ 21N., R5E., W.M,
FND. "X" IN 2' DOMED
29
28
BRASS DISC, ENCASED.
- 14"W -
10"W -
0
10"SSrn
a
rn
0 5 10 20 40 60
.0� le SCALE I"= 20'
XToe 4 XTop x
CALL 2 DAYS
BEFORE YOU DIG
13.4' NEW FILL 1-800-424-5555
ENCROACHMENT
FROM ADJACENT
CONSTRUCTION
',. 6
rp
' S89'43'27"E 135.01' x
EX. TREE TO_REM,AI N- - - - - - - - -''-7777
:.
UNDISTURBED you 4 308........x°7 ° 3
_._,__ ___ - -__._.
I �° .
x �'* .__._.REMC4YEX. C.0 - T - - ---
13" Fir 59 SUBJE�Gi" i8.. ._A. -- °' I x Toe
110" Fir APPROVAL
it
p`>9 0`0. .12" Fir
w. _.{-;
8" 1 it 0 t 0" it
1 - EMAIN
x / r•. { i
,�°5- � / �,�-,,,�.,.:,, •:,fir,.✓ f � - - s
.. _
N4 - - --- / I 1
x
.'k . . X r
-. 6. " 2�' 16' 63'
30" Fir,. 1 "
f l I I I �-t..•, J
EX. TREE TO REMAIN -
UNDISTURBED
Co
17.5 W
t
17 18 19 : ,� . o X
.�o'If7 TRASH,
w j
} �NCWSU R�
- x � .
�V V)
EXISTING
BUILDING
CEMENT CONCRETE
CURB STOP (TYP)
COMPACT SPACE (TYP)
J
3p8 U�
"rya o
x Ln
FOUND 5/8" REBAR AND
YELLOW PLASTIC CAP
STAMPED "RLS 18918"
6.0' S OF SW LOT CORNER
W -
'05 v-
SS
FUTURE IMPROVEMENTS
5
455.92'
EX. 1" WATER METER AND
POINT OF CONNECTION FOR
IRRIGATION SYSTEM. SEE
LANDSCAPING PLANS FOR
DEDUCT METER LOCATION
EX. CONC. BARRIER C� B 10"SS
-G X G - HAI T
_....- G
3p6 _. -
� . -:WAY . �..._ 10
1
,
- _ 1514, *3'
--Double yellow stripe
_011' ""AS89'43'27"E 1982.52' Double yellow stripe -
NOTE:
GAS LINE LOCATION IS APPROXIMATE. SEWER MANHOLE
CONTACT ONE CALL FIELD LOCATION RIM 305.98
12" CONC IE 297.01 E
SERVICE PRIOR TO CONSTRUCTION 12" CONC IE 296.82 W
Auburn Way South (SR 164)
Q
SS X EXIST_ CURB w SS
GUTTER 04
G1 "' G
,op
i J V
V J
---,LOT 2
I f -
FOUND PIN IN 2" IRON
PIPE AT PC OF AUBURN
WAY SOUTH, ENCASED
20th ST. SE
21st ST. SE
Y
o PROJECT LOCATION
g 3302 AUBURN WAY SOUTH
w
AUBURN WAY SOUTH (SR 164)
Vicinity Map
NOT TO SCALE
General Notes:
1. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,: LATEST EDITION AS MODIFIED BY THE
CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, AND DEVELOPER'S
PROJECT SPECIFICATIONS.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION
NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE
JOB SITE ALONG WITH 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
(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
GAS, POWER, TELEPHONE AND TELEVISION).
6. THE CONTRACTOR SHALL WATER SITE AS NECESSARY TO REDUCE DUST AND EMISSIONS
RESULTING FROM CONSTRUCTION. CONTRACTOR SHALL ALSO SWEEP AFFECTED ROADWAYS
TO REMOVE MUD AND DEBRIS DEPOSITED FROM CONSTRUCTION ACTIVITIES.
Proiect Notes:
TAX PARCEL NO.:
LAND USE ZONE:
OCCUPANCY:
CONSTRUCTION:
LOT AREA:
MAX. LOT COVERAGE:
PROPOSED LOT
COVERAGE:
REQUIRED SETBACKS:
GROSS FLOOR AREA:
EXISTING
PROPOSED
OCCUPANT LOAD:
DINING/ENTRY
KITCHEN/OFFICE
STORAGE
RESTROOM /HALL
TOTAL OCCUPANT LOAD
PARKING REQUIREMENTS:
PARKING STALLS
ACCESSIBLE STALLS
212105-9043
CN-NEIGHBORHOOD COMMERCIAL
A-3
V- N
0.72 ACRES (APPROX. 32,942 S.F.)
18,118 S.F. (55%)
3,232 S.F. (10%)
FRONT - 50'
SIDE - 0'
REAR - 0'
1691 S. F.
2664 S.F.
1332 S.F. (82 SEAT CAPACITY)
780 S.F. / 200 = 4 OCCUPANTS
243 S.F. / 300 = 1 OCCUPANT
309 S.F. (NO OCCUPANTS)
87 OCCUPANTS
2664 S.F. / 100 = 27 STALLS REQUIRED
31 STALLS PROVIDED
2 ACCESSIBLE STALLS REQUIRED
2 ACCESSIBLE STALLS PROVIDED
Sheet Index:
C1 SITE PLAN
C2 GRADING AND DRAINAGE PLAN
C3 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN
Legend:
= Monument found as noted.
Visited Nov. 13, 1996.
f► _ #4 Rebar with red plastic
cap stamped "LARSON 22338" to be set.
■ = Sanitary sewer manhole.
o = Sanitary sewer clean out.
Q = 12" bollard.
t7 = Fire Hydrant.
D4 = Water valve.
® = Water meter.
G = Power pole.
= Water faucet.
-SS- = Ex. Sanitary Sewer
- G - = Ex. Gas Line
- W - = Ex. Water Line
= Concrete
= Asphalt
= Gravel
Conc. Barrier Curb and Gutter (WSDOT Std. Plan F-1)
Conc. Barrier Curb (WSDOT Std. Plan F-1)
Record Drawing Certification
These drawings conform to the Contractors construction records.
By.
Title/position: _
Confirmed by City.
Date:
Date:
PROJECT REF: BLD 0466-97
These plans are approved for conformance with
the City of Auburn's Engineering Division
requirements. on n n\
Approved By. A Jl�Yvwt� ��.�KJCA
Date Approved: /i)JAN 7
EXPIRES: 10/20/98
9635/SHEETI
r f-\' 0&
OSD
BER 10, 1997
FOUND PIN IN 2" IRON
PIPE AT PC OF AUBURN
WAY SOUTH, ENCASED
20th ST. SE
21st ST. SE
Y
o PROJECT LOCATION
g 3302 AUBURN WAY SOUTH
w
AUBURN WAY SOUTH (SR 164)
Vicinity Map
NOT TO SCALE
General Notes:
1. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT
OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,: LATEST EDITION AS MODIFIED BY THE
CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, AND DEVELOPER'S
PROJECT SPECIFICATIONS.
2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S
REQUIREMENTS AND SPECIFICATIONS.
3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION
NOTES, STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AVAILABLE AT THE
JOB SITE ALONG WITH 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
(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER,
GAS, POWER, TELEPHONE AND TELEVISION).
6. THE CONTRACTOR SHALL WATER SITE AS NECESSARY TO REDUCE DUST AND EMISSIONS
RESULTING FROM CONSTRUCTION. CONTRACTOR SHALL ALSO SWEEP AFFECTED ROADWAYS
TO REMOVE MUD AND DEBRIS DEPOSITED FROM CONSTRUCTION ACTIVITIES.
Proiect Notes:
TAX PARCEL NO.:
LAND USE ZONE:
OCCUPANCY:
CONSTRUCTION:
LOT AREA:
MAX. LOT COVERAGE:
PROPOSED LOT
COVERAGE:
REQUIRED SETBACKS:
GROSS FLOOR AREA:
EXISTING
PROPOSED
OCCUPANT LOAD:
DINING/ENTRY
KITCHEN/OFFICE
STORAGE
RESTROOM /HALL
TOTAL OCCUPANT LOAD
PARKING REQUIREMENTS:
PARKING STALLS
ACCESSIBLE STALLS
212105-9043
CN-NEIGHBORHOOD COMMERCIAL
A-3
V- N
0.72 ACRES (APPROX. 32,942 S.F.)
18,118 S.F. (55%)
3,232 S.F. (10%)
FRONT - 50'
SIDE - 0'
REAR - 0'
1691 S. F.
2664 S.F.
1332 S.F. (82 SEAT CAPACITY)
780 S.F. / 200 = 4 OCCUPANTS
243 S.F. / 300 = 1 OCCUPANT
309 S.F. (NO OCCUPANTS)
87 OCCUPANTS
2664 S.F. / 100 = 27 STALLS REQUIRED
31 STALLS PROVIDED
2 ACCESSIBLE STALLS REQUIRED
2 ACCESSIBLE STALLS PROVIDED
Sheet Index:
C1 SITE PLAN
C2 GRADING AND DRAINAGE PLAN
C3 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN
Legend:
= Monument found as noted.
Visited Nov. 13, 1996.
f► _ #4 Rebar with red plastic
cap stamped "LARSON 22338" to be set.
■ = Sanitary sewer manhole.
o = Sanitary sewer clean out.
Q = 12" bollard.
t7 = Fire Hydrant.
D4 = Water valve.
® = Water meter.
G = Power pole.
= Water faucet.
-SS- = Ex. Sanitary Sewer
- G - = Ex. Gas Line
- W - = Ex. Water Line
= Concrete
= Asphalt
= Gravel
Conc. Barrier Curb and Gutter (WSDOT Std. Plan F-1)
Conc. Barrier Curb (WSDOT Std. Plan F-1)
Record Drawing Certification
These drawings conform to the Contractors construction records.
By.
Title/position: _
Confirmed by City.
Date:
Date:
PROJECT REF: BLD 0466-97
These plans are approved for conformance with
the City of Auburn's Engineering Division
requirements. on n n\
Approved By. A Jl�Yvwt� ��.�KJCA
Date Approved: /i)JAN 7
EXPIRES: 10/20/98
9635/SHEETI
r f-\' 0&
OSD
BER 10, 1997
AUBURN WAY SOUTH I
36' ROW
I
I I
5' SHOULDER
_7 € 6 11
TER LANE NEW ASPHALT SHOULDER WIDENING
ER NEW CONCRETE BARRIER CURB
PROPOSED SHALLOW INFILTRATION SWALE
1, LANE 5'
2%
4 PROPOSED ASPHALT
PARKING & CONC. CURB
I THIS PROJECT
EXISTING CONFIGURATION
I
I
6 6'
CENTER
REFOGE
11' 11' 7.5' [_S:'
LANE LANE
TURN{LANE
I I
27
,
0.12' ASPHALT
OVERLAY NEW CURB, GUTTER
& SIDEWALK
I PROPOSED ASPHALT
I PARKING & CONC. CURB
THIS PROJECT
jFUTURE IMPROVEMENTS
,PER CITY OF AUBURN STANDARDS
1 Typical Sections
NOT TO SCALE
40 & FOUND "X" IN 1 /2"
Go METAL POST, ENCASED
cc
4)
O
v/ Lo
v,
W
m �I
soup N
(V
Y W �6
O o 12.17' x
09 Z {
m 4-
FOUND PIN IN 2' IRON
PIPE, ENCASED
20 21 SE COR. OF SEC. 21,
TWP. 21N., R5E., W.M.
FND. "X" IN 2' DOMED
29 28 BRASS DISC, ENCASED.
SW 1/4, SW 1/4, SEC 21, TWP 21N, RGE 5E, W.M.
0 5 10 20 40 60 CALL 2 DAYS
10� le x SCALE I"- 20• BEFORE YOU DIG
Top 1-800-424-5555
NOTE: SOIL PITS DUG TO 11 n 13.4' NEW FILLt
BELOW EXISTING GROUND FROMENCRADJACECHMEFROM ADJACEN
ELEVATION WITH NO CONSTRUCTION
EVIDENCE OF GROUNDWATER
ITop
S89'43'27"E 35.01'
x
-777
_.._...�°9.
�g - INFIL..-M ON POND 1
AX1IA R LEVEL
8" Fir 306 - R i ' x Toe
113LF Hf�, 10 YR STORM io
10„ F BIO-SWALE
® 0.5%303.1 cv
^10" Fir
9 `303.12
9 12" Fir j
° r 26.3
l '
12"-4»- OTTOM I (�)
RIP -RAP _
299.98
k\• 6.i/lffi(,>✓ f: \ 1 - - ..3ps - _
x 2:1 48" Fir
/ 1%:
r / 306.01 ;l x
7 ° .!!` 6.08 0 306.40
305.8
30" F r I j 24"Fir oN N, _I
305.67 05.74 306.06
3,, I
303.67 ' I - y: 305.39 T
/{'I ;
12" 4"-6" `� `I J'fN{'L\Y/ALLEY I `�
RIP RAP \� LUT 2
5 0.5% GUTTER 305.76 I 4i , %'
305.18 305.47 305.57 &�" 305.79 305.83 co
°6 I yo°� ? 0
x
Ida.' x cv x I
IQ W
305.71 ENCLOSURE 305.81 I 305.95
X O
305.91 306.13
� '° 2
O X Top
CV O y0
X Toe
o l O • 305+ 46 306.29 �3�06.370 r' ,
�o�6g 305.40 305.93 306.15 (a 3
z 0 SSCO ° F
0 � 1.42%
BARRIER CUR
- - k 306.45 & GU TT°6
a�
o i� O xTop -jb,.
306.09 3ps,s ° �c a� 3os,s x x
�p f ; / / �- , �T-�-r �/ _ 06„0 S.S.C.01 ST 1+104 Toe
OPOSED RESTAURANT 6"0 PVC S ER FIE = 297 88
EX 25' PUBLIC UTILITY
35 LF
EXISTING4�7
f FF EL - 307.00 2.0% SLOPE N.
EASEMENT
Wit -
et�IS�G ,l{'
X
25' REC. NO. 9704280915
-----
`
' EXISTING : � 306.35 3
ono o BUILDING
% i �` �. 306.81
CAUTION
Q)S o O° ` GAS LINE L 710N yob in 2.0% I °6
306.2 R 6� o x �% T
30' JOINT ACCESS
a$ o 5 (EASEMENT REC.N0.
od x 0.59' y°6 T ":• . •r _.. • �; Off IIVI SI? (� tJ. 306.59 9508210641
' x ,,
305.74 VA LEY 0.57306.15
m yap' GU TERBARRIER CURB- I�
0X 306. 00 � GUTTER
06.27
48 m Off' 1� (WSDOT S.P. F-1)306.4 306.67
x � e � ,
kk 305.99 306.15 FOUND 5/8" REBAR AND
00 306.9-1 YELLOW PLASTIC CAP
ci 306.60 306.70 306.89 STAMPED "RLS 18918"
FOUND 5/8" REBAR AND 306.46 15' 15'- ! AT SE LOT CORNER
SEWER MANHOLE o x O O I O
RIM 305.06 YELLOW PLASTIC CAP °56 6 _ h 4" SPACES (TYP.)
STAMPED "RLS 18918" 3 305.8 - 6.0 306.1 s's4 306.20 ° 31 12"D X 4'W X 6'L MIN.
12" CONC IE 295.01 E o �.
6.0' S. OF SW LOT CORNER'. - - 303.75
12" CONC IE 294.99 W __..._ ..._._... _...._ _..._... ......... ......_. ......... .. ...-........... .-_ -,.�-_ ----- _
�JON
FH-EX W 14"W W PP W W - W 14"-...�Pp ��FH-EX
1 o w
MWV o °50 _ _.____ _=_ o _A __ _ _._ _ . __ __. ___ __ _ _._._ _____ 305.54 3p5 g5
S S 10"SS a S S S S S S `a " 10"SS
c' FUTURE IMPROVEMENTS r-Al u B EX. ONC. BARRIER CURB
TER &SIDEWALK 80 LF HA LOW X
455.92' 0�� 3a55� P NING W/ 1 CY C� SS 0.0
00 _ o \ o
I _ 1514.43'
v
NOTE: 11(35 1-1 Double yel ow stripe S89'43 27"E 1982.52' Double yellow stripe ------
GAS LINE LOCATION IS APP OXIMATE. I NOTE: ALL WORK WITHIN THE SEWER MANHOLE FOUND PIN IN 2" IRON
CONTACT ONE CALL FIELD CATION RIM CONC
I PIPE AT PC OF AUBURN
�ljJ PUBLIC R.O.W. MUST BE COMPLETED 12" CONC IE 297.01 E WAY SOUTH, ENCASED
SERVICE PRIOR TO CONSTR CTION WITHIN 15 CONSECUTIVE 12" CONC IE 296.82 W
Auburn Way South (SR 164) CALENDAR DAYS.
I
r N
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 = 585 CY
EST. FILL = 58 CY
EST. STRIPPING = 605 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 UNDERLYING 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; HOWEVER 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.
6' MIN.
BIO-SWALE NOTES:
1. VEGETATE THE SWALE TREATMENT AREA AND
ABOVE IN ACCORDANCE WITH ATTACHED
LANDSCAPE PLAN.
2. SWALE GRASS SHALL BE ESTABLISHED PRIOR TO
USE. IF NECESSARY THE BOTTOM MAY BE COVERED
WITH CLEAR PLASTIC OR EROSION CONTROL BLANKETS
AFTER FRESH SEEDING TO ALLOW USE.
3, SWALE SHALL BE PREPARED WITH 2" OF COMPOST
TILLED TO A DEPTH OF 6".
EXIST. GRADE-N
COMPACTED SUBGRADE
Y2"R
2" COMPOST TILLED
INTO 6" NATIVE SOIL
Bio-Swale Section
NOT TO SCALE
1' 1'
f CEMENT CONCRETE
Concrete Valley Gutter
NOT TO SCALE
3" COMPACTED DEPTH
:19
CL 'B' ASPHALT CONCRETE
3" COMPACTED DEPTH
CRUSHED ROCK
COMPACTED
SUBGRADE
Typical Pavement Section
NOT TO SCALE
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 SHOWN ON PLANS.
5. CLEAR, GRUB, BEGIN AND COMPLETE DEMOLITION.
6. CONSTRUCT TEMPORARY EROSION / SEDIMENTATION CONTROL POND.
INSTALL TEMPORARY CONSTRUCTION FENCING AROUND POND.
DIRECT ALL CONSTRUCTION FLOWS TO TEMP. ESC POND.
7. CONSTRUCT BIOFILTRATION SWALE, DETENTION POND AND TEMPORARY EROSION /
SEDIMENTATION CONTROL FACILITIES INCLUDING SOILS STABILIZATION FOR THE
BIOFILTRATION SWALE, HYDROSEED AND OR ESTABLISH SOD TURF) AND DIRECT FLOWS
AROUND THE BIOFILTRATION SWALE WITH TEMP. 12" ADS LOCATED OFF OF SWALE BOTTOM
UNTIL THE VEGETATION IS ESTABLISHED AND POTENTIAL FOR EROSION IS PASSED.
8. 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 FACILITES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED
AND PERMINANT 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 EROSION / SEDIMENTATION CONTROL POND.
DEMOLITION NOTES
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.
2. CONTRACTOR SHALL REVIEW ASBESTOS REPORT AND/OR OBTAIN FROM OWNER, ANY ASBESTOS
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.
Record Drawing Certification
These drawings conform to the Contractors construction records.
By:
Title/position:
Confirmed by City.
Date:
Date:
PROJECT REF: BLD 0466-97
These plans are approved for conformance with
the City of Auburn's Engineering Division
requirements. A
Approved By. Z)Amaje�j
Date Approved: lf1�7
I EXPIRES: 10/20/98
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101 1997
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SW 1/4, SW 1/4, SEC 21, TWP 21N, RGE 5E, W.M.
. . . . . . . . . . . . . . . . . . . . .
.......................................... ............................. --
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PROPERTY: ....... ....... ....... ....... ....... ...... ...... ...--.. ....... :-,.-..
L - NE:...:SR A.6:4:.. ......
......: ::::::: ................ ......: ::::::: EXISTING GROUND:::: ....... ......: ::::::: ::::::: ..... ......: ......:
:::::::::FINISHED FLOOR--EL=30700.... ...... ..... :::::
305:
FINISHED -GRADE--: ..-- .. ....... ....... ....... .-
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.-- ....... ..WEST ........ ....... ......- ...... :EAST. ....... .....-,. ....... ...- ....... .. ....... ....... ....... .......
PROPERTY
:PROP RTY ....... ....... .. ....... ... FROPERTY .... ::::::: ::::::: ::::::: ::::::: ::::::: :::::: :::::: :::::::
............................................................................................... ..... ...... ..... .....
UNL.I.��.. ........ ................ ....... ....... .......
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= 7. :::::.. ::::::: .... _ .... , .. :::: ;.::... : ;:.;�......... :::FREEBOARD::: ...:: ......:
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....... .305-::
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g SECTION B-B SCALE: 1"=40' H, 1"=10' V ytIISECTION C-C SCALE: 1"-20' H, 1"=10' V
I II,C2 C2
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 NATURAL 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 AND 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 MEASURES SHALL REMAIN IN PLACE 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 AND 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
EX. TREE TO -REMAIN 7
UNDISTURBED,yok-
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TEMPORARY
EROSION/
SEDIMENTATION
CONTROL POND
TEMPORARY
. CONSTRUCTION
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TEMP. 12" 0
ADS PIPE I
DIRECT ALL
STORM WATER
RUNOFF eDbRI
CONS*UCTI
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;TEMP.
BERM
EX. TREE TO REMAIN
UNDISTURBED
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LIMITS OF CLEARING N
ANq"?�RADNG (TYP)
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CHECK DAM (TYP.)
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u XiS T ING
BUILDING
TEMP. SWALE ® 0.5% -
WITH CHECK DAMS PER
C.O.A. STD. DTL. DEV-9
0 5 10 20 40 60
°g6 ' SCALE I"_ 20'
X
13.4' NEW FILL
ENCROACHMENT
FROM ADJACENT
CONSTRUCTION
MAX WATER
DEL=303.93
24 HR, 25 YR
STORM
S89'43'27"E
135,01'
- PON6 BOTTOM
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APPROVAL.
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CALL 2 DAYS
BEFORE YOU DIG
1-800-424-5555
LIMITS OF CLEARING
AND GRADING (TYP)
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IMMEDIATELY USING PERMANENT OR TEMPORARY
MEASURES. EXPOSED SOILS WITH AN AREA
REMOVE EX. STEEL PIPES
GREATER THAN 5,000 SQUARE FEET THAT ARE
SCHEDULED TO REMAIN UNWORKED FOR MORE
FILLED WITH GRAVEL (TYP.) --
THAN 24 HOURS AND EXPOSED AREAS OF LESS
THAN 5,000 SQUARE FEET THAT WILL REMAIN
� FOUND 1/2"
UNWORKED FOR MORE THAN 7 DAYS SHALL BE
STABILIZED IMMEDIATELY BY MULCHING AND
4"
METAL POOST, ENCASED
,
a`t
HYDROSEEDING.
00
BIOSWALE SEED MIX
x
SILT CONTROL FENCE
FINELY TEXTURED PLANTS TOLERANT OF FREQUENT SATURATED
SOIL CONDITIONS OR STANDING WATER,
i
PER C.O.A. STD. DET. DEV-6
USE FOR SLOPES LESS THAN 1
FOUND 5/8" REBAR AND
COMMON NAME SCIENTIFIC NAME
SPACING (O/C)
O
SEWER MANHOLE
RIM 305,06
YELLOW PLASTIC CAP
"RLS
`r 12" CONC IE 295.01 E
STAMPED 18918
SHORT AWN FOXTAIL ALOPECURUS AEQUALIS
SEED
12" CONC IE 294.99 W
6_ .0' S OF SW LOT CORNER
WATER FOXTAIL ALOPECURUS GENICULATUS
SEED
W
SPIKE RUSH ELEOCHARIS SPP.
4 INCHES
♦"r
SLOUGH SEDGE CARIX OBNUPTA
6 INCHES OR SEED
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FH—EX
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SAWBEAK SEDGE CARIX STIPATA
6 INCHES
W
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SEDGE CAREX SPP.
6 INCHES
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WESTERN MANNAGRASS GLYCERIA OCCIDENTALIS
SEED
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VELVETGRASS HOLCUS MOLLIS
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CAUTION ! J
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EX. 25'
PUBLIC UTILITY
EASEMENT
25' i.
REC,
NO. 9704280915
W Z W �W,
— 10"W —
SLENDER RUSH OENANTHE SARMENTOSA 6 INCHES SS 1o"ss SS ~SS�� �-SS � R
HARDSTEM BULRUSH SCIRPUS ACUTUS 6 INCHES (6EXIST. CURB J
SMALL -FRUITED BULRUSH SCRIPUS MICROARPUS 12 INCHES y�e G G p & GUTTER
G
°
CONTRACTOR NOTES 0 �, 12.17' X455.92'
�
1. FIND SUPPLIER AND VERIFY AVAILABILITY _ — J —
— — 1� Double yellow stripe "
2- USE SUPPLIERS RECOMMENDED RATE FOR SEED APPLICATION. z I NOS: �05 S89'43'27 E 1982.52'
3. IT IS RECOMMENDED THAT SEVERAL SPECIES BE PLANTED TO INCREASE THE LIKELIHOOD THAT SOME L+
OF THE SPECIES WILL FIND GROWING CONDITIONS FAVORABLE. _ FOUND PIN IN 2' IRON
4. FOUR WEEKS AFTER SEED APPLICATION, COVERAGE MUST BE 70% OR GREATER. IF COVERAGE PIPE, ENCASED
IS LESS THAN 70%, ROOTSTOCK OR NURSERY STOCK PLANTING IS REQUIRED IN BARE AREAS.
20 21 SE COR. OF SEC- 21,
REQUIREMENTS FOR EXPOSED SOIL STABILIZATION FND. "XNINR2' DOMED
29 28 BRASS DISC, ENCASED,
DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE,
AS REQUIRED BY THE BUILDING OFFICIAL:
AS REQUIRED BY THE BUILDING OFFICIAL.
BIOFILTRATION
AND HYDROSEEDING MIXTURE
1. 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.
12% SEASIDE COLONIAL
BENTGRASS
2. FROM NOVEMBER 1 TO MARCH 30, ALL EXPOSED SOILS AT FINAL GRADE SHALL
BE STABILIZED IMMEDIATELY
80% TALL OR MEADOW
FESCUE
USING PERMANENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA
GREATER THAN 5,000 SQUARE
8% REDTOP
FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS
AND EXPOSED AREAS OF LESS
APPLICATION METHOD
MIX PER 1,000 SQUARE FEET
THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED
IMMEDIATELY.
HYDROSEEDING
5 LB. SEED MIX
7 LB. 10-20-20 (N—P—K) FERTILIZER
STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL
50 LB. WOOD CELLULOSE FIBER MULCH
BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (-2" THICK).
APPLY MIXTURE BELOW TO
PREPARED SEEDBED AT A RATE OF 120 LB/ACRE:
BROADCAST SEEDING
5 LB. SEED MIX
7 LB. 10-20-20 (N—P—K) FERTILIZER
URBAN APPLICATION PROPORTIONS BY WEIGHT % PURITY
% GERMINATION
70 LB. WOOD CELLULOSE FIBER MULCH
KENTUCKY BLUEGRASS 30% 85% 80%
(ADELPHI, BARON OR FYLKING)
CREEPING RED FESCUE 40% 98% 90%
(PEN LAWN)
PERENNIAL RYE 30% 95% 90%
(DERBY OR PENNANT)
GAS LINE LOCATION IS APPROXIMATE. TEMP. CONST. ENTRANCE
CONTACT ONE CALL FIELD LOCATION PER C.O.A. STD. DET. DEV-5
SERVICE PRIOR TO CONSTRUCTION NOTE: CITY MAY REQUIRE
Auburn Way South (SR 164) A WASH PAD
Record Drawing Certification
These drawings conform to the Contractor's construction records.
By. _ Date:
Title/position:
Confirmed by City. Date:
I *ago
,•-_—
30' JOINT ACCESS
EASEMENT REC. NO.
9508210641
0
M
tFD 5/8" REBAR AND
W PLASTIC CAP
PED "RLS 18918"
LOT CORNER SPP FH—EX
10"SS
G G
306
1514,43
Double yellow stripe
SEWER MANHOLE
RIM 305.98
12" CONC IE 297.01 E
12" CONC IE 296.82 W
Top
FOUND PIN IN 2" IRON
PIPE AT PC OF AUBURN
WAY SOUTH, ENCASED
PROJECT REF: BLD 0466-97
These plans are approved for conformance with
the City of Auburn's Engineering Division
requirements.
Approved By.
Date Approved: i �'!$'C7i
EXPIRES: 10/20/98
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