HomeMy WebLinkAbout05D1847■
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SURVEY NOTES:
Legal Description [As per FIDELITY NATIONAL TITLE COMPANY]
PARCEL A
The East 90 feet in width of the following described property:
That portion of Tracts 23 to 26, inclusive, RIVER VIEW ADDITION TO AUBURN, according to the
plot recorded in Volume 9 of Plots, Page 90, in CITY OF AUBURN, Washington, and of the
Filled Bed of the White River in the Southwest quarter of Section 18, Township 21 North,
Range 5 East, W.M., in CITY OF AUBURN, Washington, and of Government Lot 4 in said
Section 18, and of vacated Fourth Street Southeast and vacated alley adjoining said
premises, all of which is more particularly described as follows:
Beginning at the intersection of the Easterly margin of "A" Street Southeast in the City of Auburn
with the Southerly margin of Cross Street Southeast as now established, which point bears
South 0'14'20" West, a distance of 40.40 feet from the Southwest corner of Tract 22
of said River View Addition to Auburn;
THENCE South 73'06'11" East, along the Southerly margin of said Cross Street Southeast
675.23 feet to the Westerly margin of "C" Street Southeast;
THENCE South 947'26" East, along said Westerly margin, 156.79 feet to the
Northerly margin of the Northern Pacific Railroad Right-of-Woy;
THENCE South 88'02'50" West, along said Northerly margin 172.25 feet to an
angle point therein;
THENCE North 1'57'10" West 10.00 feet;
THENCE South 88'02'50" West, along said Northerly Margin 477.55 feet to the
Easterly margin of said "A" Street Southeot;
THENCE North 0'14'20" East, along said Easterly margin, 365.19 feet to the
point of beginning.
Situate in the County of King, State of Washington.
Project Information
TAX LOT NUMBER SR'E ADDRESS
733140-0450 407 Auburn Way South
CITY OF AUBURN ASSESSOR ® Cross St. SE
Auburn, WA 98071
LAND AREA
15,480 t Square Feet
0,3554 t Acre
NOTES
1. FIDELITY NATIONAL TITLE COMPANY of Washington, Order No. 0170037 [Dated December 1995]
WAS RELIED UPON FOR TITLE INFORMATION AND RESEARCH,
PLEASE REFER TO THAT REPORT FOR ADDITIONAL INFORMATION REGARDING FINANCIAL MATTERS
BEYOND THE SCOPE OF THIS SURVEY.
2. UNDERGROUND UTILITIES AND IMPROVEMENTS DEPICTED HEREON ARE BASED ON
FIELD OBSERVATION, MARKINGS, AND/OR AVAILABLE PLANS AND DRAWINGS.
THE TRUE LOCATION, NATURE, AND/OR EXISTENCE OF BELOW GROUND FEATURES,
SHOULD BE VERIFIED.
3. DATA FROM CITY OF AUBURN DEPARTMENT OF PUBLIC WORKS ENGINEERING
DIVISION EXHIBIT DRAWING "AWS - 4th ST SE to 6th ST SE BNRR BRIDGE REPLACEMENT".
THIS INFORMATION IS NOT SHOWN ON THE TITLE REPORT PROVIDED.
Survey Wormation
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A "LIETZ SET 4" TOTAL STATION, AND "SDR-33" DATA COLLECTOR,
SUPPLEMENTED WITH FIELD NOTES, WAS CONDUCTED TO ESTABLISH THE ANGULAR, DISTANCE,
AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND
TOPOGRAPHIC FEATURES AS SHOWN HEREON.
A "LIETZ B-2A" AUTOMATIC LEVEL WAS USED TO CHECK AND ESTABLISH THE ELEVATION
OF BENCHMARKS AND SURVEY CONTROL POINTS.
THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS
AS SET FORTH IN Washington Administrative Code 332-130-090.
DATES OF SURVEYS
FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, Inc.
CONDUCTED MAY 13, 14, & 23 1997.
ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
HORIZONTAL DATUM - BASIS OF BEARINW
THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 18,
WAS TAKEN AS NORTH 00'21'30" EAST, As Per THE DATA
SHOWN ON BOOK 6, OF SURVEYS, PAGE 191, RECORDED UNDER
RECORDER'S FILE No. 9605180603, CITY OF AUBURN Records.
VERT1CAL DATUM - BASIS OF ELEVATIONS
PROJECT BENCHMARK
City of Auburn - NAVD 88
TOP OF 2" BRASS DISK IN MONUMENT CASE AT THE INTERSECTION OF
"D" STREET SE. AND 4th STREET SE.
CITY BENCHMARK # 01-V ELEVATION = 88.34 feet
SITE BENCHMARK
TOP OF SE BOLT OF SIGNAL POLE BASE 0 NORTHEAST CORNER OF SITE
(SEE DRAWING) ELEVATION = 83.37 feet
SW 1/4, SEC 18, T'WP 21 N, RGE 5 E, WM
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VICINITY MAP
GENERAL NOTES
These eight notes are shown on the cover sheet of the approved plans.
1. This development project shall conform to the City of Auburn's requirements and be in accordance with the approved plans.
Any changes from the approved plan will require approval from the owner, engineer and the City.
2. All workmanship and materials shall conform to the "Washington State Department of Transportation (WSDOT) Standard
Specifications for Road, Bridge, and Municipal Construction" (2000/latest edition), except where supplemented or modified by
the City's Construction Standards manual. Copies of the above documents shall be available at the job site during
construction.
3. A pre -construction meeting shall be required prior to the start of all construction. Contact the Public Works Department at
253-931-3010 to schedule a meeting.
4. Locations shown for existing utilities are approximate. The contractor is cautioned that overhead utility lines may not be
shown on the drawings. It shall be the contractor's responsibility to determine the true elevations and locations of all
underground utilities and the extent of any hazard created by overhead utility lines. Identification, location marking and
responsibility for, underground facilities or utilities, is governed by the provisions of Chapter 19.122 Revised Code of
Washington (RCW). 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).
5. Prior to the start of construction a proposed route and schedule for hauling material to the site shall be submitted to the City
for approval. If the City believes that the proposed haul route will adversely impact the street network, hauling may be limited
to appropriate off-peak hours or alternate routes.
6. The contractor shall be responsible for public safety on and around this project. Prior to the start of work, all methods and
equipment used for traffic control and street maintenance shall be submitted to the City for approval. Contractors and their
0
surety shall be liable for injuries and damages to persons and property suffered because of contractors operations or
negligence connected with them.
V /
7. All construction surveying for extensions of public facilities shall be done under the direction of a Washington licensed land
PROPOSEDsurveyor
or a Washington licensed professional civil engineer.
8. Certified drawings are required prior to project acceptance. Refer to the City's "Record Construction Document" handout.
BLDG
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FF=84,53
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CONSTRUCTION SEQL
1. PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN AND CITY OF AUBURN INSPECTORS.
CALL 253-931-3010 TO SCHEDULE MEETING,
2. FLAG OR FENCE CLEARING LIMITS.
3. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
4. GRADE AND INSTALL CONSTRUCTION ENTRANCE.
5. INSTALL PERIMETER PROTECTION (SILT FENCE)
6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPESLOPE DRAINS, ETC.)
SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
7. REMOVE EXISTING BUILDINGS, PUMP ISLANDS, CONCRETE, AND ASPHALT.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF AUBURN
STANDARDS AND MANUFACTURER'S RECOMMENDATIONS,
9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL
NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
�`�.
IS ALWAYS IN ACCORDANCE WITH THE CITY OF AUBURN EROSION AND SEDIMENT CONTROL STANDARDS.
10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON
OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC
SHEETING OR EQUIVALENT.
11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND
BMP'S REMOVED UPON APPROVAL OF CITY INSPECTOR.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
BY: NOTE
TITLE/POSITION:
CONFIRMED BY CITY:
SITE ADDRESS: 407 Auburn Way South 0 Goss St SE
PROJECT REF: BL ' ,� �eryo
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS
APPROVED
DATE APPROVED:
EXPIRES 5/14/
SITE DEVELOPMENT SERVICES
310 208TH ST SE
BOTHELL, WA 98012
(425) 481-9687
(42.5)485-7199 (FAX)
12/4/04
REVISED PER
CITY
COMMENTS
11/2/04
THIS SHEET
ADDED
PER CITY COMMENTS
BIC-l"FOOT JAVA --- AUBMkN
DATE: 9/7/a4 DES: JK & DCD
SCALE. 1 "-10' Y DWN: JK
COVERSHEET
TRIMARK PETROLEUM GROUP LLC (CONTACT: AL JIWANI)
406 ELLINGSON ROAD #10000(1
PACIFIC, WA 98047 IF
/89 7
PF°' I33 MEET I of
EXST CB INVERT TABLE
CATCH
BASINS
CB-B
RIM
= 81.19
12'
ADS
S =
76.79
C B- C
RIM
= 82.41
6"
COMIC
S=
81, 21
CB-D
RIM
= 82,42
12'
CONC
NE
= 76.59
CB-E
RIM
= 85,50
4'
CONC
SW
= 84.00
TIRM DRAIN MANHOLES
SDII
.RIM
= 81. 15
12'
PVC
N =
76, 42
12'
PVC
W =
76.42
8"
PVC
SW =
81.94
12'
PVC
S =
77.43
12'
PVC
E =
74.91
12'
PVC
NE =
76.54
PLUG
SDMH-B
RIM
= 81,39
30'
CONC
S =
76- 41
30'
COW
NE =
76.41
12'
CONC
SW It
77,89
SDMH-C
RIM
= 81.77
24'
CONC
S =
76.77
24'
CONIC
N =
76.82
SOW-D
RIM
= 8L 74
30'
CONC
SW =
76.54
30'
CONC
N =
76, 54
24'
CONC
SE =
76,59
SDMH-E
RIM
= 82.86
30'
CONC
N =
76.43
30'
COK
S =
76, 41
12"
ADS
W =
77.21
12'
ADS
E =
77.03
SDMH-F
RIM
= 83.40
12'
ADS
N =
78.27
12'
ADS
E =
78.15
12'
ADS
S =
78, 30
VER MANHOLES
SSMIH-B R I M = 82. 79 18' COW S 78, 71
18' CONIC N = 78, 61
l
a
SW 1/ , SEC 18, TWP 21 N, RGE 5 E, WTI
STREET
LIGHT
77
I-P
/ ""► .� h� BACK OF EXST WALK
CLEARING LIMIT f /
A/ CB-D / / --WATER
�'�'' �````�-�,� / / VALVES
\� p 4'' / //
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CD
NUJ
IN MON
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I
� I I
a.
\ SILT i :
� a N ( I \ \ FENS � °�
V
SITE BENCHMARK
0 HYDRANT �'`' TOP SE BOLT
\ PROPERTY `Ltk ELEV 83.37'
\ \ ACQUISITION
\ (SEE NOTE 3)
I
( I \ \ \ I _.WAT E F:
VAVI l
TRAFFIC 2'
# I SIGNAL W/ \ \ I I ` c�
MWO(�ITSORING I LIGHT
STREET q CABt_E \\ I I
o I J- hox I I I I
41
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o ti CONSTRUCTION I d 112 R /W I I\
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PLACE AT EXST
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SMH--801:!..6
P�)W LT
/�- _ (NOT SURVEYED) / _�\
=D )MCI c
— I
VAULT CAP V� FENCE I \
GUY— / 114"0 CONC / I
WIRE �;-� `J Aul�r CAP V�JTE PAL d ~ �� I /
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LIMIT Q i )
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L� " `� W I �> I � i I ' I M(:)NIT()f
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POLE CABINEtS h' � _
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SDMH -A
x ------ --- PUMPSTATION
TESL MEASURES TOTES:
1. CONTRACTOR SHALL ATTEND MEETING WITH CITY'S INSPECTOR
PRIOR TO ANY CONSTRUCTION.
. ANY ADDITIONAL TESL MEASURES— AS DETERMINED BY CITY'S
INSPECTOR— SHALL BE IN PLACE PRIOR TO AND DURING
CON TREK TI Oil.
12/4/04 REVISED PER CITY COMMENTS
11/2/04 REVISED PER CITY COMMENTS
10/14/04 R!EVISEp PER CITY COMMENTS
SITE ADDRESS: 407 Au Y
Auburn Wa South 0 Cross St SETC 1R(IO
RECORD DRAWING CERTIFICATION
PROJECT REF`: OL-0443 •t'f�
DATE: 9/7 4
DES: JK & DCD
THESE DRAWINGS CONFORM TO THE
CONTRACTOR'S CONSTRUCTION RECORDS
THESE PLANS ARE APPROVED FOR
SCALE: 1 =10
Id: `
CONFORMANCE WITH THE CITE' OF AUBURN'S
BY: NOTE:
ENGINEERING DIVISION REOUOEMENTS
SIC P LAN
TITLE/POSITION:
APPROVED BY:
A
TRIMARK PETROLEUM GROUP LLC (CONTACT: AL JIWANI)
APPROVED:
CONFIRMED BY CITY:
DATE
4015 ELLINGSON ROAD #1000
PACIFIC, WA : 47
&I; �"� " a m
EXST CB INVERT TABLE
CATCH
BASINS
CB-B
RIM =
81, 19
12"
ADS
S
= 76- 79
CB-C
RIM
= 82- 41
6"
CONC
S
= 81, 21
CB-D
RIM
= 82- 42
12"
CONC
NE
= 76,59
CB—E
RIM
= 85,50
4"
CONC
SW
= 84,00
STORM DRAIN MANHOLES
SDMH-A
RIM
- 81,15
12'
PVC
N =
76,42
12'
PVC
W =
76.42
8"
PVC
SW
= 81.94
12'
PVC
S =
77.43
12"
PVC
E
= 74,91
12'
PVC
NE
= 76.54
PLUG
SDMH-B
RIM
= 81,39
30"
CONC
S
= 76.41
30'
CONC
NE
= 76.41
12"
CONC
SW
= 77,89
SDMH-C
RIM
= 81,77
24"
CONC
S
= 76,77
24'
CONC
N
= 76,82
SDMH-D
RIM
= 81.74
30'
CONC
SW
= 76.54
30'
CONC
N
= 76, 54
24"
CONC
SE
= 7& 59
SDMH-E
RIM
= 82.86
30*
C12NC
N
= 76,43
30"
CONC
S
= 76.41
12"
ADS
W
= 77.21
12'
ADS
E
= 77.03
SDMH-F
RIM
= 83.40
12'
ADS
N
= 78.27
12'
ADS
E
= 78,15
12'
ADS
S
= 78,30
SEWER MANHOLES
SSMH-B RrM = 82, 79 18" CONC S = 78,71
18" CONC N = 78.61
F�
SI if
UL r, SECTION
SALE: HOR- 1"=10'
VERT- 1" = 5'
WEST
PA
i
SW 1/4, SEC 18, TWP 21 N, R E 5 E, WM
C/
► ,„,\ \ � � . 1 ._..j/ ` � ,, \ \ �� FUTURE BACK OF WALK,
VIEWY GRADES
° 1MTMMOST RriA{D LOCATION
CROSS St
WATER
BOX \ ` •�,,�'� /`/ a �` IMIMlflVEMENT PLANS. CB—D / / DATER
� VALVES
1 '3
// �\ - •. / �'ro `` \\ , `�_.,,// `1- I - FND 3" BRA55 DISK-W/ PUNCH
IN MONUMENT CASE
ftft
Cb
INGRESS/EGRESS
EASEMENT (PARCEL 8) CP.. I
``► ♦ '� rL WATER
GRATE OVERFLOW. \ .,� SITE BENCHMARK VALVES
CHANNEL TO VALLEY \ •• 1 �
��► • !�'4j( \ ` `" `.• .� HYDRANT j` ~ TOPE BOLT O
PROPERTY' _ `�� �� �ELEV = 83.37'
ACQUISITION ♦ Q
(SEE NOTE 3) ♦ \ i I W
Ln
CQ, MNUMENT
\ \ \ S O N WATER W
\ \ L VALVE LLj
\ it 4 \ `"�► SIGNAL
REEL W/ ❑ \ 1 r1K
\ MO ITORING I L \ I I I —
a, CABLE
\ ' J—BOX
KEYSTONE EXST) i I ('%/�/
C 2'K. MAXBLOCK WALL
I II ' I \ I I
(VERIFY ADEQUATE I 5 a
\ SPACE BE TYM
A) 11 1 2 R W , i\
DRIVEWAY & I 1 / , \
RN WAY SOUTHi\
WEST R/W
90 \
as \
86 \
i
84
I87.23
82
so
I
(
i
AUBURN WAY SOU TH
WEST R/W
I
� I
SITE SECTION
SCALE: HOR- 1"=10'
VERT- 1" = 5'
EMMM TOPOGRAPHY NOTE
11ERIF Y E XI STING TOPOGRAPMY IN AREA OF
PROPOSED CONSTRUCTION PRIOR TO ANY WORK.
NOTIFY ENGINEER IF CONFLICTS ARE MTIFIED.
SnHG l `TUl Y NOTE:
VERY DEPTH AND LOCATION OF ALL EXISTING
UTILITIES (NETHER OR NOT SHOWN) IN POTENTIAL
CONFLICT *,,PROPOSED CONSTRUCTION PRIOR TO
ANY iiK.
90 \
r
88 i87.64
APPROX
86 I HI POMI T
r 3
II i r
82 /
�,,
FA
MONITORING
WELL
SSCO—
l
_ 12"\FOR_CE MAIN—
� 5
C�3
TELEPHONE
EARTHWORK QUANTITIES: NTITIES: i-BOX \ ,�
CUT . 386 C.Y.
FILL - 75 C.Y.
NOTE
1. QUANTITIES ARE APPROXIMATE. CONTRACTOR TO
PERFORM WORK AS REQUIRED TO BRING SITE TO
FINISHED GRADES AS MOWN.
2. QUANTITIES OBTAINED USING 3D SURFACE MODELING
THROUGH USE OF LAND DEVELOPMENT DESKTOP
SOFTWARE.
r.A
°
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Cb
I
EXST)
I I \
I I CS /
�
� � I
Ln
PROPOSE
BLDG
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FF = 84.53
I
�10
----KEYSTONE
I
/ a
BLOCK WALL.
°
3'HI. MAX
co
\ I
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EXST)
I I
v
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X��
CB-8
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{ 1
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TER
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1
1
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41
1 (EXST)
i t 75-
4 W VV W `�l W
/ QQ !1 J`BOX i I SDMH D
II
DUMP �� 11 ° I I i<3:
CO i 11D
le SSMH-c�09--65 I
POWER , (NOT SURVEYED) t \
VA J LTS .00,
I -SDMH-B // \ \ DMH-C
I I
� 84"0 aNC
(EXST) VAULT�CAP
p �
EXPIRES 5�.1
`� EXST) � >- I_1 I �� / / I I
P (U G) `� - --- 1--�r(U-- -- -•Lj --- -p i f I
GUY �� 1 14"0 CONC -W /TER U t /j I �'V SIRE
WIRE J ° AUI� CAP V LVE � L� co
''' i i 310 20ll"I'H S1'SE
60THELL, WA 00
:4<
------ — — Q—= a — _ '� ' PARKING I I i I MONITORING WELL ( 4K
UTILITY POWERI \—�_
POLE CABINEfS q�`'��� 1 �L ° I c�� I i 12/20/04 REVIV PER CITY COMMENTS & MYLARS CREATED
12/4/04 REVISED PER C'TY COMMENTS
fir• — —
\ 11 /2/04 REVISED PER CITY COMMENTS
SDMH-A
x — -. __ — — — __ _- PUMP STATION- '� _ (EXST) '1 �� ; j i i I I 10/14/04 REVISED PER CITY COMMENTS
C� ---ACCESS-
(EXST) 1\ /
34—
SITE ADDRESS: 407 Auburn Way South ® Cross St SE
BI�Ft��T JA�A -� A.�."
RECORD DRAWING CERTIFICATION PROJECT REF: BLD04-0443 DATE: 9/7/04 DES: JK & OCO
THESE DRAWINGS CONFORM TO THE SCALE: 1"=10' OWN: JK
CONTRACTOR'S CONSTRUCTION RECORDS THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
BY: NOTE: P
ENGINEERING DIVISION REQUIREMENTS GRADING AN 1`�I
TITLE/POSITION: APPROVED BY: r
Ir TRIMARK PETROLEUM GROUP LLC (CONTACT: AL JIWANI)
CONFIRMED BY CITY: DATE APPROVED: % 406 ELLINGSON ROAD #1000"
PACIFIC, WA 98047
`'-
SW 1/4, SEC 18, TWP 21 N, RGE 5 Eq WM
I Ktr'NV. "C" CU�tB '`�../ �"„�'�.,` �,. `` �.� \ \ li i (c.o.A#ao� Hs j 3:I I
IN UK VATM
WEST EDGE FIRE PROTEC ON `' \ I I I I
20 0 10 20 40 OF EXST DWY SERVICE POINT .\ TUBULAR MARKS
O 3Q' O.C., , , �o
I
/ "C" CURB. PLACE ALONG 1` _
" - &ATER PAINTED OR ROADWAY C/L. - - - _ _ � i _ _ _ _ _ _ _
1 inch 20 ft. '``~. <" �� /vALVE SEE NOTE. -
�. / X , c
"NO LEFT TURN* SIGN. SDMH-F
_TURE-lBY CITY:
Quo; NOTE. FUSDMH-E
I
C\/ PLACE CB IN GUTTER ''`• '--.���
C'"�1 (%�/ f LIGf HT / E "C"
�� � ° ° /� IN LINE WITH
\ • 00 NO LEFT TURN S01. EAST EDGE
`G 77AflQ ` \ 1 � , ` c . Q� SEE NOTE. /' OF EXST DWY
.. RAIL
BOXWATER N . N "� N,Q� // 0
WATER
FUTURE BY CITY: "'C�• r `..
RELOC EXST INLET C fib -•• '' ''= ��
TR
BEHIND FUTURE WALK _ ••; "'• . T '`i \ �`• ' ~ `��
A CONN TO CB#2 ,�� _~`' •, _ /�i _ �� \ �,o i �� I I FNO 3" BRASS DISK W/ PUNCH
IN MONUMENT CASE
\ \ N�
EXST C B INVERT TABLE INGRESS/EGRESS
E•.ASEMENT (PARCEL 8) \ \ `~•
CATCH BASINS
CB-B
RIM
= 81. 19
CB-C
RIM
= $2. 41
CB-D
RIM
= 82.42
CB-E
RIM
= 85.50
STORM DRAIN MANHOLES
SDMH RIM = 81. 15
SDMH-B RIM = 81.39
SDMH-C RIM = 81.77
S -D RIM = 81,74
SDMH-E RIM = 82. 86
SDMH-F" RIM = 83.40
SEWER MANHOLES
SSMH-l- RIM = 82.79
12'
ADS
S
= 76, 79
6"
CONC
S
= 81, 21
12'
CONC
NE
= 76.59
4"
COW
SW
= 84. 00
le'
PVC
N =
76,42
12"
PVC .
W =
76.42
8"
PVC
SW =
81.94
12"
PVC
S =
77.43
12*
PVC
E =
74. 91
12'
PVC
NE =
76,54
PLUG
30"
COK
S =
76,41
30"
CONIC
NEE =
76.41
12"
CONC
SW =
77.89
24'
CONIC
S =
76,77
24'
CONC
N =
76. #e
3 '
CONC
SW -
76,54
CONIC
N =
76,54
24'
CONC
SE =
76.59
30"
COK
N =
76.43
X Y
CONC
S =
76, 41
12'
ADS
W =
77.21
12'
ADS
E =
77,03
12"
ADS
N =
78.27
12'
ADS
E =
78.15
12"
ADS
S =
78•:30
18" COIF S = 78, 71
18" CONC N = 78.61
00
\ \ �'- `' • .=! �• WATER
CB#2, TYPE , \ SITE BENCHMARK 13. vALVEs
.. \ ;� TOP SE BOLT
TE=84.53 c5"' '`�.. V�. \ ACK OF `' ••. ,r HYDRANT- �%' `�
IE - 82.33 \ \ ' • 'Y � \ FUTURE WALK E L E V = H J� . '�' 7 ' �J J
\ \ PROPERTY �� `ti'
ACQUISITION
(SEE NOTE 3) ~ EN a -!V`CU 7BM I I L.Li
�� EXST PC OF
MONUMENT °
\ \ -SIGN - - - - - - -
._... - -WATER W
VALYE LkRE
LiJ
M0 ITORING I T.T °- CABLE
WEL' S I \, J-BOXFF
hL�{�
r ....
00
I (-----I-i___---- J .n
t'
•• I
I
I
I
i
I
� I
1
I
i
Cw
INLET#3 /
TE-87.41(MATCH
EXST GRADE) I MONITORING
.. IE=ft21 WELL
I
SSCO
VACATED
4th STREET SE
(ORD. NO 16Q8) 12"\FORCE MAIN _
cA
.•
A
a
I .��
DUMPST
"
I
INL.E T02 /
i TE=82.25 t
i IE= 79.75 t
-\v
TUBLX
I\
I \ t
I
I \ /
1 1
AIR MARKS
O 30' XXC., TYP
I /
f I 1 l •
i t /
84LF- 8"L6PE /
00. 79X r
I
I
1 311
I
THREE CART%�E
I TREATMENT
I TOP SLAB82.31
IE= 71.01(ALL)
(SEE DETAIL.)
I
I
I
I
I �
I I
IE = 77.12(NE W 8")
IE- 75. 78(E XST)
i I (VERIFY)
I i I
w
I I SDMH-D
i USE EXST 1" WM FOR PROPOSED
(Rf•Y E)
PLACE TRAFFIC RATED
BOX IF REQUOU.
-SSMH-809-65 AK CUT "C" CURB AS
PgWER / (NOT SURVEYED) / \ REQUIRED TO ALLOW
v ULT5 tNORSTRUCTED ACCESS
00 SDMH-B �/ �� �\ DMH--C
VVAULT P I INLET#1��f
IN I
P(UG)
GUY / 114"0 CONIC W TER
WIRE ' v AUSI j CAP V LVE `�LLJ cc
�\ -- --_� -_ ° �__ t17
_____- d -� _ � 0-d w PARKING
a J-BOX-
UTILITY POWER I �� N
POLE CABINEtS
SDMH-A �
50'
1/2 R/W
CVW PLACE ANO
EST EDGE OF EXST
;FT TURN LANE.
:RIFY LOC. SEE
22'
(VERIFY, SEE NO )
PROPOSE
BLDG
FF= 84.5
17LF-8"LCPE
00.50X
SAWC,'UT AT
NEAREST
, --- CB-B
I i MONITORING WELL
`-i LE F III TLC BEOR "C" CURB
' IN LINE NATH
SEE NO'!E = _ - - - SWT14 PA
I I I I
I I I I
EXISTING TOPOGRAPHY NOTE:
VERIFY EXISTING TOPOGRAPHY IN AREA OF
PROPOSED CONSTRUCTION PRIOR TO ANY WORK.
NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIE0.
EXISTING UTILITY DOTE:
VERIFY DEPTH AND LOCATION OF ALL EXISTING
UTILITIES (WHETHER OR NOT SHOWN) IN POTENTIAL..
CONFLICT W/ PROPOSED CONSTRUCTION PRICK TO
ANY WORK,
SIDE SEWFER DOTE:
LOCATE EXISTl G SIDE SEWER PRIOR TO
CONSTRUCT" OF NEW SIDE SEWER.
REMOVE OR ABANDON PER C.O.A.
REQUIREMENTS.
"C" CURB AND NO LEFT TURN SIGN NOTES:
VERIFY "C" CURB LENGTH AND LOCATION WITH
C.O.A. TRAFFIC ENGINEER PRIOR TO ANY WORK.
NO LEFT TURN SMALL COMPLY NTH MUTCD R3-2,
24"x24". StGN CONSTRUCTION AND PLACEMENT
SHALL BE PER CITY OF AUBURN REQUIREMENTS.
VERIFY SIGN LOCATIONS WITH C.O.A. TRAFFIC
ENGINEER PRIOR TO ANY WORK.
RECORD DRAWING CERTIFICATION
THESE DRAWINGS CONFORM TO TH'E
CONTRACTOR'S CONSTRUCTION RECORDS
BY: NOTE:
TITLE/POSITION:
CONFIRMED BY CITY:
PROJECT REF: 4-0443
THESE PLANS ARE APPROVED FOR
CONFORMANCE WITH THE CITY OF AUBURN'S
ENGINEERING DIVISION REQUIREMENTS
APPROVED BY: LzaaA
DATE APPROVED:
EXPIRES 5/14 -
SITE ADDRESS: L(%a) d l-swr
407 Auburn Way South 0 Cross St SE
12/20/04 REVISED PER CITY CO>M TS & MYLARS MATM
12/4/04 RE PER CITY COMMENTS
10/14/04 REVISED PER CITY COMMENTS
BIGFOOT JAVA o-,m, AUBURN
DATE: 9/7/04 DES: JK & DCD
SCALE: 1 "=2D' DWN: JK
DRAINAGE PLAN
TRIMARK PETROLEUM GROUP LLC (CONTACT: AL JIWANI)
406 ELLINGSON ROAD #1000 At of 0
PACIFIC, WA 98047
SW 1/4, SEC 18, TWP 21 N, RGE 5 E, WM
SQUARE ACCESS
CONCREI
COLLA
(SEE NOTE E
UNDERI
MAN
(SEE NOTE 5)
3-CART. CATCHBASIN - PLAN VIEW
SCALE: N.T.S.
CLEAN OUT OUTSIDE\_ 12" 0 OUTLET PIPE
ACCESS PLUG (SEE NOTE 5)
3—CART. CATCHBASIN — SECTION VIEW A —A
SCALE: N.T.S.
RECTANGULAR
3/8"
)RMFILTER
RTRIDGE
P)
THE STORMWATER MANAGEMENT
StormFilter
U.S. PATENT No. 5,322,629,
No, 6,707,527, No. 6,027,639,
No, 5,624,576, AND OTHER U.S.
AND FOREIGN PATENTS PENDING
SHEET DATE 15Y IREVISION Al DEEP STEEL CATCHBASIN STORMFILTER
1139 PLAN AND SECTION VIEW
Ar
VAA
ANDARD DRAWING - 3-CARTRIDGE UNIT STORMWATER
PROJECT NO.: DRAWING FILE NAME: MANAGEMENT I N C ,
PSI]PO8Y: JHL DRAWN BY �NRp4 XXXX CBSF-3-SD.DWG (800)5484667NOMINEE
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
NOTE: FILTER FABRIC FENCES SHALL BE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
MINIMUM 4"x4" TRENCH
BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4"-1.5"
WASHED GRAVEL
K4" WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
SILT FENCE
NTS
z
N
z
N
1/2"
3 /8"
OVERLAP
a
PERMANENT
POOL
ELEVATION
INLET STUE
(OPTIONAL;
SQUARE INLET GRATE
ACCESS
COVER /
ONE
REINFORCING BARS
(SEE NOTE 6)
TER
1 1 /2" 1 1 /2" 1 2 5/8"
INSIDE RIM INSIDE RIM I INSIDE RIM
5 3/4"
OUTSIDE RIM
3-CART. CATCHBASIN - TOP VIEW
SCALE: N.T.S.
3—CART. CATCHBASIN — SECTION VIEW
SCALE: N.T.S.
8"
2 1 /4"
0 OUTLET STUB
NOTE 5)
OUTLET
PIPE FROM
UNDERDRAIN
LIFTING EYE
(TYP OF 4)
CARTRID
SUPPOI
RECTANGULAR
ACCESS COVER
a 1 1 /2"
INSIDE RIM
3—CART. CATCHBASIN - SECTION VIEW
SCALE: N.T.S.
THE STORMWATER MANAGEMENT
StormFilter
U.S. PATENT No. 5,322,629,
No. 5,707,527, No. 6,027,639,
No. 5,624,576, AND OTHER U.S.
AND FOREIGN PATENTS PENDING
SHEET
VISION DEEP STEEL CATCHBASIN STORMFILTER
xxx
TOP AND SECTION VIEW
2/3
STANDARD DRAWING �- 3-CARTRIDGE UNIT
MESIGNEDBY:.i"
STORMWATER
2ATE:
MANAGEMENT / N C .
PROJECT NO.:
DRAWING FILE NAME:
DRAWN BY: 1 13 04
XXXX
CBSF-3-SD.DWG
(800)548-4667
Rp Pp
R = 15' MIN.'' �rC
INSTALL DRIVEWAY CULVERT IF THERE `
IS AROADSIDE DITCH PRESENT, AS
PER CITY OF AUBURN ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE-
12" MIN. THICKNESS
AS PER CITY OF AUBURN ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R—O—W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
CONSTRUCTION ENTRANCE
NTS
SOLID
WALLS
FILTER MEDIA
FOR DEWATERING
GENERAL NOTES
1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667.
2.) FILTERS TO BE SIPHON —ACTUATED AND SELF—CLEANING.
3.) STEEL STRUCTURE TO BE MANUFACTURED OF Y4" STEEL PLATE.
4.) STORMFILTER REQUIRES 3.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND
OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR.
5.) CBSF EQUIPPED WITH 4" LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING.
STANDARD OUTLET STUB IS 12" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE
MADE USING FLEXIBLE COUPLING BY CONTRACTOR.
6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH
QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY THE CONTRACTOR.
7.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND
MAINTENANCE GUIDELINES FOR DETAILS,
8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED
TO BE SPECIFIED ON SITE PLANS.
SHEET DATE BY REVISION
UUjUjjjAjWjXAA
3/3 ..r..
ESIGNED BY: .j" DRAWN BY:
CATCH BASIN GRATE
—
OVERFLOW-
I
i-
-
1=
—
POROUS BOTTOM
3-CARTRIDGE DEEP CATCHBASIN
STORMFILTER DATA
DESIGN WATER QUALITY FLOW RATE (cfs)
XXX
PEAK FLOW RATE cfs)
XXX
RETURN PERIOD OF PEAK FLOW (
rs)
XXX
# OF CARTRIDGES REQUIRED
XX
CARTRIDGE FLOW RATE (15 GPM STD)
XX
MEDIA TYPE
XXXXX
RIM ELEVATION
(CHECK: RIM — IE—OUT = 3.31)
I.E.
DIAMETER
INLET STUB
XXX
XXX
OUTLET STUB
XXX
XXX
CIRCLE CONFIGURATION:
OUTLET
011
INLET
OUTLET
INLET
NOTES SPECIAL REQUIREMENTS:
THE STORMWATER MMINAGEMENT
StormFilter
U.S. PATENT No. 5,322,629,
No. 5,707,527, No. 6,027,639,
No. 5,624,576, AND OTHER U.S.
AND FOREIGN PATENTS PENDING
DEEP STEEL CATCHBASIN STORWXnW
NOTES AND DATA BLOCK
STANDARD DRAWING - 3-CARTRIOGE UNIT STORMWATER
PROJECT NO.: DRAWING FILE NAM7: MAN A O E M E N T IN*.
13.04 XXXX CBSF-3-SD.DWG L (800)548-4667
NOTE: THIS DETAIL IS ONLY
SCHEMATIC, ANY INSERT IS
ALLOWED THAT HAS A MIN.
0.5 C.F. OF STORAGE, THE MEANS
TO DEWATER THE STORED
SEDIMENT, AN OVERFLOW, AND
CAN BE EASILY MAINTAINED.
TES C CATCH BASIN INSERT
NTS
SITE ADDRESS: 407 Auburn Way South @ Cross St SE
DOU
4 O •�F •W A Sys c
•' 1 182
IONA
EXPIRES+ 5/ 14/� S
pF 11 133 SHEET S or-
osD /817'
W