HomeMy WebLinkAbout00D1559PORTION OF THE NW
-1/4, SEC. 31, T21 N, R5E, W.M., AUBURN, WA
GENERAL PLAN NOTES
A.
ALL W I(AViMSFIIP AND ABATERALS SHALL CONFORM TO THE CRY OF
AUBURN REQUIREMENTS AND SPECIFICATIONS.
B.
STMIOARD PLANS AND SPECIFICATIONS SHALL BE 1WASHNGTON STATE
DEPARTMENT OF TRANSPORTATION O DOA) STANDARD SPECIFICATIONS
STANDARD PLANS
FOR ROAD, BRI E AND MUNICIPAL CONSTRUCTION'
AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT
SPECIFICATIONS.
C.
THE CONTRACTOR IS RECILMED TO HAVE A COPY OF STANDARD CONSTRUCTION
NOTES, STANDARD DETAILS AND S13ECIFlCATIONS MAILABLE AT THE JOB SITE
ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS.
D.
A PRE -CONSTRUCTION MEETING SHAD. BE REQUIRED PRIOR TO ANY ON-SDE
WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS.
E.
PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CAUL
-(1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM
GAS, POWER, TELEPHONE AND TELEVISION).
LEGAL DESCRIPTION
THE WEST 500 FEET OF TRACT 14, OF THE PARKER HOMESTEAD AS RECORDED
N VOL 8 OF PLATS ON PAGE 51, KING COUNTY, LESS SOUTH 50 FEET FOR
37M SOUTH.
PROJECT DATA
e
PROPERTY MOSS : W7 ORAVETL PLACE, S.E.
•
SITE AREA 5.5 ACRES
PROPOSED 1 UIU MG AREA: 74M SQUARE FEET
ZONING: M-1
EXISTING USE MANUFACTURING
PARKING REWIRED: 1/1000 SF
EXISTING: 11
PROPOSED: 15
SITE PLAN LEGEND NOTES
1. 3' CLASS B ASPHALT (2-UFTS) OVER 6' WSDOT AGGREGATE FOR
CRUSHED SURFACING. COMPACT TO 95X.
2. C CONCRETE EXTRUDED CURB. PROVIDE 12' WIDE OPENINGS
AT 9.0' O.C. TO MATCH STALL STRIPING. TAPER CURB 6' EITHER
SIDE OF OPENING
3. 6' CONCRETE EXTRUDED CURB. PROVIDE ASPHALT BEYOND DESIGN
EDGE FOR BASE.
4. 4' VIDE X 18' LONG WHITE PAINT STRIPES.
5. 4' WIDE YELLOW PAINT STRIPES AT A 45 DEGREE ANGLE AT 18' O.C.
IN THE CONFIGURATION SHOWN.
6. (2) - 13.0' WIDE X 5.0' HIGH CHAIN LINK SWING GATES. INSTALL
GATE POSTS AND GATE STOP POSTS 1.0' OFF EDGE OF DRIVEWAY.
PROVIDE BATE LOCKING CAPABILITY.
7. AREA OF EXISTING CRUSHED ROCK. RE -USE AS AGGREGATE
BASE FOR HEW ASPHALT. COMPACT TO 95% AND ADD ADDITIONAL
ROCK AS REQUIRED TO ACHIEVE GRADE minimum DEPTH OF ROCK
TO MEET 6' REQUIREMENT. VERIFY DEPTH OF DATING GRAVEL
8. 24' X 24' OCTAGONAL STOP SIGN PER MUNICIPAL UNIFORM TRAFFIC
CODE (MUTCD) STANDARD DETAIL SET STEEL POST INTO 3.0' DEEP
X 12' DIA. CONCRETE FOOTING. HEIGHT OF SIGN SHALL BE 7.0'
9. 12' X 18' ACCESSIBLE PARKING SIGN PER FEDERAL A.DA STANDARDS
HEIGHT OF SIGN SHALL BE 4.0' SET STEEL POST INTO 2.0' DEEP
BY 12' DIAMETER CONCRETE FOOTING.
10. PAIN INTERNATIONAL SYMBOL OF ACCESSIBILITY WITHIN 4.0, SQUARE
OF PAINED BLUE BACKGROUND.
11. 5.0' WIDE X 19.0' LONG ACCESSIBLE AISLE. PAINT 4' WIDE WHITE
PAIN STRIPES AT 1W O.C. AT A 45 DEGREE DIAGONAL IN THE
CONFGURATION SHOWN.
12. 5.0' WE X 19.0' LONG PAINTED CROSSWALK. PAINT 4' WADE
STRIPES AT 18' O.C. IN THE CONFIGURATION SHOWN.
13. A.D.A. CURB RAMP.
14. 5.0' WIDE AREA OF 2' CL B. ASPHALT OF 4' BASE COURSE.
15. GRADE SMOOTH AND PROVIDE A 2' DEEP LAYER OF MEDIUM GROUND
BARK. PLANTS TO BE PROVIDE BY OWNER.
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RECORD PLAT hVRTH BASED UPON FOUND
MONUMENTED NORTH NEST CORNER OF SECTAON 3f,•
BEAAYNG NORTH 00T70*00' NEST.
f IS��aVCf�R�'
WEST QUARTER CORNER SEC. 31-21-5E FOUND 2"
FLAT BRASS CAP IN CONCRETE 1.8' DEEP IN 8' PVC
CASE.
ELEVATION = 89.07
VET? W DATUM
CITY OF AUBURN
UNDERGROUND Mir
UNDERGROUND UTILITIES AND STRUCTURAL
APPURTENANCES ARE SHOWN AS INDICATED ON
RECORDS MAPS FURNISHED BY -OTHERS AND VERIFIED
WHERE POSSIBLE BY FOUND SURFACE FEATURES
LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR
THE ACCURACY OF THESE RECORDS. FOR FINAL
LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
DESIGN, CONTACT THE UTILITY OWNER / AGENCY.
CONSTRUCTIIV SEQUENCE
A SCHEIXR.E ANTI ATTEND PRECDNSfRUCRON NETTING WITH
COY OF AUBURN OFFICIALS.
B. ESTABLISH CLEARING AND GRADING LIMITS. FLAG AS SFIOWN ON PLAN
C. COFISIRl1CT PERNEIER SWALPS AND FILTER FABRIC FENCE
INSTALL CATCH BASIN PROTECTION
D. BMW AND COMPLETE DEMOLITION,
E. CONSifR1C7UIRMN A. SEDIMENT CONTROL, POND W/
OUTLET STRCTURE.
F, CONSTRUCT SWALES AS SHOWN TO DIRECT ALL SURFACE
WATER TO THE SEDIMENT POND & DISCHARGE STRUCTURES AS
CLEARING AND GRADING PROGRESS. NO UNCONTROLLED SURFACE
WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY
TIME DURING GRADING OPERATIONS.
G. SITE CLEARING AND GRADING SHALL NOT BEGIN UNTIL
ALL LTRMNAGE AND EROSION CONTROL MEASURES ARE IN PLAT
H. CLEAR AND GRADE SITE AMEND ESC FACILITIES AS REQUIRED.
WITH EACH LAYER OF FILL MATERIAL INTERCEPTOR DITCHES AND ESC
FACILITIES MUST BE GRADED TO PROVIDE POSITIVE SLOPE FOR
DRAINAGE POND
1. INSTALL UNDERGROUND UTILITIES, INCLUDING SEWER, WATER AND
STORM BRAN. INSTALL MANHOLES, CATCH BASINS, VALVES, ETC.
J. COMPLETE BUILDING AND PAVE SITE
K. AFTER COMPLETION OF PANNG, CONNECT ROOF DRAIN SYSTEM
TO THE STORM DRAIN SYSTEM.
L HYDROSEED ALL IANOSGPED AREAS UPON COMPLETION OF CRMING
ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION
AND SEDIMENTATION CONTROL PLAN.
M. MAINTAIN ESC FOUtIES UNTIL ALL RISK OF EROSKIN/SEDIMENTATION
DRAINAGE HAS PASSED AND PERMANENT STORM ORANAGE SYSTEM IS
AND FUNCTIONAL
N. REMfNE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL
FROMTHE CRY OF AUBURN OFFICIAL
0. ALL WORK/DISTURBANCE WITHIN THE RO.W. SHALL BE LIMITED TO 15 DAY§.
NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE ON JOBSITE.
PROJECT REF: FAC #6003-98 /0//=/9r7
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By:
Dote Approved: /01 Ll2158
Retard Drawing Cer4rtctan-- -- ----
The" drt winge nenloern to the Controetor'e temtn,efW retdrde
C.M,h,ed by Gay
LJ..
REVISIONS I BY
8/10/98 DF
CITY COMMENT
8/24/98 DF
CITY COMMENT
8/27/98 DF
CITY COMMENT
N
J. CLARK JOHNSON
CONSULTING STRUCTURAL
do CIVIL ENGINEERS
425-454-7137
1418 - 112TH AVE. N.E.
BELLEVUE, WA 98004
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WFST OUARTER CORNER SEC. 31-21-5E
FOUND 2' FLAT BRASS CAP IN
CONCRETE 1.8' DEEP IN 8" PVC CASE.
FOUND 7-21-98
PORTION OF THE NW 1/4, SEC. 31, T21N, R5E, W.M., AUBURN, WA
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F.F.-95.00 / 11 I
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fill,
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t F.F.=90.02•/i
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PER C.O.A. STD DET. STDW-1
CITY OF AUBURN BENCHMARK 33-✓"
RAILROAD SPIKE IN POKERPOLE AT SOUTH
SIDE OF ORAVFTZ RD. POLE / X 5052
FOUND 7-21-98
✓,
F.F.=86.52
EXISTING
SHOP
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LEGEND
SECTION CORNER
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QUARTER CORNER
FOUND BENCHMARK
EX, ROCK WALL AS NOTED
--BT--EX.
TELEPHONE (BURIED)
— —Bp-- —
EX. POWER (BURIED)
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— —SS�
— EX. SANITARY SEWER LINE
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EX. GAS METER
pd
EX. WATER VALVE
EX. FIRE HYDRANT
EX. FENCE AS NOTED
— —
LIMITS OF EX. DITCH
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—SS—
NEW SANITARY SEWER LINE
NEW OR RELOCATED FIRE HYDRANT
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NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE ON JOBSITE.
PROJECT REF: FAC #0003-98
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By:
Date Approved: � 2/S8
Record Droving Certification
TM t1rowings eoMorm to Me Contractors corntnution records
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Tide/position
Carrflrmed M CRY Dote:
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
9/28/98
DF
CITY COMMENTS
A CLARK JOHNSON
CONOLLTM STRUCTLFiAL
a 113114111. ENGINIEERS
425-454-7137
1418 - 112TH AVE, N.E.
BELLEVUE, WA 98004
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WEST OUARTFR CORNER SEC. 31-21-5E
FOUND 2' FLAT BRASS CAP IN
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FOUND 7-21-98
SEC. 31, T21N, R5E, W.M., AUBURN, WA
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EX. TELEPHONE (BURIED)
— —BP— —
EX. POWER (BURIED)
— —SD—
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— EX. SANITARY SEWER LINE
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EX. FIRE HYDRANT
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LIMITS OF EX. DITCH
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NEW SANITARY SEWER LINE
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NOTES, STANDARD DETAILS AND SPECIFICATIONS
89.80 TC
89.30 TP
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SD r — —
SD- — — - AVAILABLE ON JOBSITE.
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Raced Dro.i q C• tifiootim
These drowinge/cordons to the Contractor. construction neon!#
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Cordimed by CRy: D ts:
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
9/28/98
DF
CITY COMMENTS
d CLARK JOHN"
CONSUITM STRUCTURAL
a CIVL ENGIIIIII'l
425-454-7137
1418 - 112TH AVE. N.E.
BELLEVUE, WA 98004
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Date
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Scale
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Sheet
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IN Sheets
pFo99 � 0i 9 Q 1309 00 0IS3 9
PORTION OF THE NW 1/4, SEC. 31, T21N, R5E, W.M., AUBURN, WA
/ I
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F.F.=88.05
(ail
/EX. SEPTIC TAB
CLEANOUT --'
RIM = 88.00 - X
/ I
PLACE PERF. PIPE
/ AT BOTTOM OF FOOTING
CLEA UT a ELEVATION
RIM 88.00
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RIM = 87.40 �I la x
I.E.= 85.40
F. • • CONNECT FOUNDATION DRAIN PIPE 1 n
Cal INTO CATCH BASIN, NOT DOWNSPOUT
x i ' /'' /- - - % � • 7uI PIPE. � I
EX. WELL TO REMAIN
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/ ;--------�/ / �', CLEANOUT CLEANOUT I
fTi-r�� / �/ o RIM = 87.60 I
EXIST. SIDEWALK I' i i , , , ,; / / , ', n RIM = 87.90
�____�� 1-`===__________-_--_-___= i' i i i i i� /'; EXISTING 1 I.E.= 85.30 I.E.= 85.55 I
ti%, EXISTING
SHOP '� / /%, SHOP ;' -WYE CONNECTION
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// / / p ;ems- 6 Sr LE.=8226, / / -CATCH BASIN #2 N L=12.0', CAP AT END
/ / If Y,1.14 CLEAR. 1 / R ,,TYPE 1 ', I.E. = 85.16' I I
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x II �� TYPE 1 C.B. #10E G I / I'�°�� �. EX. TYPE 1 C.B. #BE
EXISTING TRANSMISSION I I EXISTING EDGE OF RIM = 86.32 I fo's 2' RIM = 86.39
1 r * /I A/C PAVEMENT I.E. = B5� .(E)SY 96 1 I I I I E = 85 41 (W)
mom 0 15 30 60
It sckf: r" = ao.0'
LEGEND
SECTION CORNER
111-0011
QUARTER CORNER
FOUND BENCHMARK
EX. ROCK WALL AS NOTED
- -BT- -
EX. TELEPHONE (BURIED)
- BP- -
EX. POWER (BURIED)
- -56- -
EX. STORM DRAIN LINE
- -SS�_ -
EX. SANITARY SEWER LINE
- - G-
- EX. GAS LINE
- - W-
- EX. WATER LINE
®
EX. CATCH BASIN
Q
EX. SANITARY SEWER MANHOLE
■
EX. TELEPHONE J-BOX
-o-
EX. UTILITY POLE
XE�
EX. UTILITY POLE W/ LUMINAIRE
EX. POWER VAULT
EX. POWER TRANSFORMER
E
EX. GUY ANCHOR
CI7
EX. GAS VALVE
®
EX. GAS METER
M
EX. WATER VALVE
EX. FIRE HYDRANT
EX. FENCE AS NOTED
- -
LIMITS OF EX. DITCH
-SD-
NEW STORM DRAIN LINE
-W-
NEW WATER LINE
-SS-
NEW SANITARY SEWER LINE
NEW OR RELOCATED FIRE HYDRANT
■
NEW CATCH BASIN
NEW SANITARY SEWER MANHOLE
-"'-
FLOW LINE OF NEW DITCH
NEW RIP RAP PAD
POLEST-GW-?_ -}-_------�-----------G-------------------- - -• =--- -
- G-------- CAT�H
0- #3
S'
D '(PVC)
HED)(TO BE DEMOLIS
6J TYP2
RIM 87.0 I g L=37.0, CAP AT END
/OFFAII: x4•cp L=10 E. 84.92 REMOVE30.653.2 oI.E. 85.11
crr EX. 8" SD I 78.9' 40.65' _ _ _
r xI
I - I I I w •5 L- - � o � I I
I
}
/ 85 8687 86 rtS� I w I y 12" SO (PVC)
REMOVE EXISTING CATCH BASIN V _X --_r I% a (r� I 3 L=27.0, - I AND SO PIPES TO EAST, WEST AND SOUTH
II Q I 84 rn
= I 8P83 i V<4cd`� - O EX. TYPE 1 C.B.7E �I
RIM = 88.34
r------ I RIP -RAP PAD 84.62 I.E. rn `; 6� I N 112' SDI.E.E8183..00 83.00 LE. I O
r-� AND TRASH RACK PLACE 36 MIL e- f as �m w,I.E. = 84.40 (W) I
12' SD POLYPROPYLENE LINER �II I a m 0.75 CLEAR. - - - 1 II I.E. = 84.56 N
x I it ii PVC, L=15.0' MINIMUM 18" BELOW BOTTOM 6 • I d 12" $ID, PVC, L=71.0' I.E. = 84.40 S
L------- II z OF POND ELEVATIONS 83.00 I.E. S=0.09, - - - CONNECT 8" STORM DRAIN
j II II N 83.50 I.E. (TYP. EACH POND) J 12•S PROVIDE TRASH RACKS EACH END - - 10; x INTO EXISTING STORM DRAIN
82 _ I h Q,
I.E. = 88.25 I
838 1.
85 ro 6" S, I12 .E.=81. - I L ------ X ------ I Lj
I- vI 86 WETLAND LIMIT 0.80' CLEAR. 83.00 LE. 18"0 STORM.DRAIN ______ ________
------ X------- iX-- --- 1 .o al L=85.0, S= .2Z, ( I
X
I EXIST. G4 - CONNECT 12" SD INTO EX. CB A6E
48" 0 TYPE 2 CATCH BASIN #4 6" S, I.E.=81.35 I R.C.P. PROVIDE TRASH RACKS EACH END I i REMOVE WEST SO PIPE AND FILL OPENING EX. SANITARY MH - #1309-31
II /05 W/. CONTROL STRUCTURE_ - - .18' SID. LE.=83.78 LQ. _ �3.77_EAST� 83.6Q WEST _ _ _ I I.E. = 85.01 NSW t,1 E I GD (n RIM = 91.91
I I '/ SEE DETAIL 1/C6.0 I.E.= 83.50 1.75' CLEAR. CH 84 I RAM
1 5 5 �I FLOW LINE EX. TYPE 1 C.B. j6E + K I.E. = 86.20 �8- E)�
�.• ,- i.-._..-�..-i..� ..�...z...z...r...r RIM = 89.97 x-F. �,S W� o n I I.E. = 86.20 15' S
D IN _ _
84 % a > I.E.= 65.01 (W y5�fl n >� I I.E. = 86.10 15" N
S= 84 ( S-f . S 5
I.E.=83.2 5 i i�� I . Q. _ �3.37_ F , W LWE F REOUIjiED - 6586. �a n _
-...-...-...-...-.1�0-.:.-.:.-... -. 7 - I- I.E. = 85.01 N�
II I I - yo�ccwc=o - - _ , ` EX. TYPE 1 C.B. #4E
I it • _ _ _ _ 8� _ _ _ _ 'fl8 . - - S/ RIM = 90.32, I.E. = 86.15
RIGHT OF WAS 5�. .I I 86 8" W. I.E.=82.00 CONNECT 1'2" S6 INTO EX. �� �� --------------------------------------- --------------
/ 87 - - - 18" SD, LE.=83.72 _ 12" STUB. I.E. 84.69- - I
/ CULVER - M ULVERF 88- -1.00'-CL ti =__- 6 ---- - - - - - ---- - - -
- - - - - - - _=---=_- =-=371 12 PVc =sa - )--------- W-J
18"0 STORM DRAIN - - _ - L=130 RCP = - - --
i S_p.35 _ ------ AWv - - ---- W----- - W-------- tJ
L=72.0'. 5=0.2%. ' -�% C. L 493=9 - ------ - - - - -
_ 88---__ _ - -- - -� - - CONNECT 8" STORM DRAIN
R.C.P. PROVIDE TRASH CK i' 4? - - = W � _ _ _ - - - - - 5+00 15" SEWER LE.=86.63 I � INTO EXISTING CATCH B"E: CONTRACTOR IS REQUIRED TO HAVE STANDARD
/ + 0 12" SD, PVC 0.5 SEWER LE.=86.21 �; I.E. = 88.00 NOTES, STANDARD DETAILS AND SPECIFICATIONS
EAST END, RIPRAP LAC END � OFIR.O.W. 12" SD, LE.=85.10
=-6538 WEST�� 9+00 8" W. I.E.=8250 TYPE 1 C.B. #6 �'b ORAVETZ PLACE, S.E. L=16.5' 0.5' CLEAR. 0.5' CLEAR. (/1^ AVAILABLE ON JOBSITE.
REPAIR DRNEWAY AFjTER a TYPE 1 C.B. SA 1 TYPE i C.B.5 y - RIM 88.43 EX. ASPHALT PAVEMENT) 5=1.3% 12" D. 1. _ _SD-- - - SD- - - -
TRENCHING / /� / / RIM 88.00 RIM = 87.82 I(- 2' S, LE.=86.00 LE. = 84 ( ( _ _ _ _ _ _ _ _ _ - - - - __ - SD- - - - _ - =_=S� - - -- - -_ ,L
'f?• 3.1' CLEAR. 12" D. 1. - mn_ - - - - - - - -_�p _ - - - -- -------- -
/ / I.E. _fl (E LE. = b36G (E, n - - - - - - SD- -STA 6+86.5_ 12.1' RT----------------------__ - - �_ �Q== _______------- - ----- S` - - - - - - SS- - - - �S�
/1 \STA 9+08, 12.1 T STA 8+60-�- L--------J„"--------------- ---- --------- I h� J$ Pl/C
36 dl �__=-=---------------------------, - - \\-
/ n ------ - W-------- w- =- ----3 �G/
------ W-.--------------------- EX. SANITARY MH
/ RIGHT OF•WAY .C@------ {----------------- �1409-52
1 //• -- Q/ EX. SANITARY MH 11409-53
_ ___________ _______ �P� EX. TYPE 1 C.B. 5E 1 a/ RIM - 90.15 WV EX. TYPE 1 C.B. 3E - RIM = 90.63
� RIM - 89 30 / I E = 8658 SW)
ii 11 -
EX.
TYPE 1 C.B. j1E
EX.
RIM
TYPE I C.B. /2E
= 88.44
I.E.
- RIM = 89.35 I.E. = 86.51 (W)
=84-Z (E)R5 V / I.E. = 86.48 E)
1/
I.E. = 87.23 W I.E. = 86.41 N
-m- / ¢4
RIM
= 87.63
I.E.
= 86.35 (W)
I.E.
_
(N� I.E. = 87.27 (E) �j
I.E.
= 85.63 W
I.E.
= 86.36 (E)
I.E.
= 84 Z9 W c 5•�`/ ,4
I.E.
= 85.68 (E)
I.E.
= 84.79 (N) NEW CONNECTION /
",33-✓"
CITY OF AUBURN BENCHMARK
'
RAILROAD SPIKE IN POWERPOLE AT SOUTH
j.'
SIDE OF ORAVETZ RD. POLE / X 5052
-
FOUND 7-21-98
WEST QUARTER CORNER SEC. .31-21-5E
FOUND 2- FLAT BRASS CAP IN
CONCRETE 1. 8' DEEP IN 8" PVC CASE.
FOUND 7-21-98
Rwaord Drawing CwRifcation
Thews dr mp oonform to the Contrcctois construction nccrds
W
Confirmed by City, oah:
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
9/28/98
OF
CITY COMMENTS
J. CLARK JOHNSON
CONBMTM STRUCTURAL
a CroL ENGrAMs
425-454-7137
1418 - 112TH AVE. N.E.
BELLEVUE, WA 98004
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Date
6/22/98
Scale
AS SHOWN
Drawn
DF
Job
Sheet
C2s2
Of Sheets
6
PL o9 9 4 Die 9 Q I 309 06 D I S7
/
/
/
/
PORTION OF THE NW 1/4, SEC. 31, T21N, R5E, W.M., AUBURN, WA
/n
n
ij/k�
F.F.-88.05
f
I 7 /
/
/EX. SEPTIC TANK
I
SEED MIX FOR HYDROSEED (SITE STABILIZATION)
GRASS SPECIES PERCENTAGE BY WEIGHT '
'y MEADOW FOXTAIL 40% , / / / a x
I (ALOPECURUS PRATENSIS)
/ t I
ALTA FESCUE 25%
(FESTUCA PRATENSIS)
- - -EX. SEWER DRAINFIELD - - - / 6 5� / x
I REDTOP BENT GRASS 20% / REIN
i (AGROSTIS ALBA)------------y I SH0/ i
/' 200 / a
BIRDSFOOT TREFOIL 5%
(LOTUS CORNICULATUS) - - - - = - EX. SEPTIC TANK j x
x - EX. WELL TO REMAIN
Ir-•-•-�r�-r-��-.-rr-. 1
_ �-------s-� \ II �' •ocarr+c� TwcL�a , , , .�
Oi / =r - Ilj S �rr7� rrT�n i 1 r�i i / .'. 90 38/ a
EXISTING ;'� I "-• •_'!I �---\ .TI • x
it / / it ✓ OFFICE ;� i r� •\� �P]
T� x
r77-rT7- 7r�1 I
BUILDING
I / ItIII �� f.F.=95.00 / a I
CLJ�LL I/ //I /a x
F.F.=86.52
�i i / / / /
L_____J ✓, 'fT�TT--J
�', ;
If EXIST. SIDEWALK
/ TAT I
E SHOP G ;Ir�LL� ESHOP XISTING �? x
Q' i / / / A/i r/,(35' x 80' x26 1' (35' x 80' x26')
_ /' / /i ✓, F.F.=90.02 1
----------_----
- X
RI C.B. .27
RIM = 8675
L11J LL1J�[1 / 1 I
IE = 8475 W) JLLIJ LLLJ '
NORTH 0 15 30 60
It
SCALE: 1 • = 70.0•
LEGEND
SECTION CORNER
111-0.0
QUARTER CORNER
FOUND BENCHMARK
am �n
EX. ROCK WALL AS NOTED
- -BT-
- EX. TELEPHONE (BURIED)
- BP- -
EX. POWER (BURIED)
- -SD-
- EX. STORM DRAIN LINE
- -SS-
- EX. SANITARY SEWER LINE
- - G-
- EX. GAS LINE
- -W-
- EX. WATER LINE
®
EX. CATCH BASIN
Q
EX. SANITARY SEWER MANHOLE
0
EX. TELEPHONE J-BOX
-0'
EX. UTILITY POLE
j 0
EX. UTILITY POLE W/ LUMINAIRE
-
EX. POWER VAULT
EX. POWER TRANSFORMER
E
EX. GUY ANCHOR
KG
EX. GAS VALVE
®
EX. GAS METER
pd
EX. WATER VALVE
-6-
EX. FIRE HYDRANT
EX. FENCE AS NOTED
- -
LIMITS OF EX. DITCH
-SD-
NEW STORM DRAIN LINE
-W-
NEW WATER LINE
-55-
NEW SANITARY SEWER LINE
NEW OR RELOCATED FIRE HYDRANT
a
NEW CATCH BASIN
NEW SANITARY SEWER MANHOLE
-"'-
FLOW LINE OF NEW DITCH
NEW RIP RAP PAD
/ LE.=85.12(S) /
/
/ -- fH 4
/ k I I
GRAVEL BERM EX. TYPE 1 C.B. #1OE J G EX. TYPE 1 C.B. 18E I
I x ( I I (1 1/2- - 3/4- WASHED ROCK) - EXISTING EDGE OF RIM = 86.32 I I e RIM = 86.39
EXISTING TRANSMISSION i .
TOP OF BERM AT ELEV. 86.0' A/C PAVEMENT I.E. = 85.05 (E) I.E. = 85.41 (W)
POLES I `� II TOP OF BERM AT ELEV. 84.0' - - - - - - - (TO BE DEMOLISHED) T i
II I n - CLEAR APPR IMATELY
I II EXISTING TRAILERS, STORAGE
1.88 ACRES F LAWN
AND LIGHT BRUSH TL BINS TRASH RECEPTAC C. - I
TO BE REMOVED OWNER I x
j I I X II w LL i I
I ii w MAINTAIN SWA S WITH
ii EARTHWORK 0 ERATIONS SUCR I 1
_X------f IX ° iI " THAT POND RUNOFF ROUTES TO SEDIMENT I ; I
r----_ II = - I I O i RIM 88.34 C.B. #7E
i I i II O l i SILT CONTROL FENCE I I Q LE. = 84.40 W I
r- 1 I I i 0 0 PER CITY OF AUBURN _ I II i LE. = 84.56 N
I I 1 o STA CARD DETAIL DEV-6
I Li i 1 I ii "' i t I �� � I.E. = 84.40 S �
x I
L______J I I II I I _ _ _ 1
_ Q i I ii w11it - �� i I
x x ______X________X
I
/------x------- IX -]---- IEXISi.IGATE i� - _ _ EX. SANITARY MH - #1309-31
I ( I T.E.S.C. POND OUTLET - - - - i I tq RIM 91.91
\\\ I CONTROL STRUCTURE _ I i NoM T4y3IC B I O1 LE. = 86.20 8- E)
_ I.E. - 86.20 15' S
OUTLET SEE DETAIL 5/C6.0 I EX. TYPE 1 C.B. 16E / E € I.E. = 86.10 €15- N;
_ it I SE.bS _ I
' CONTROL STRUCTUREI I I _ _ _ _ _ � RIM = 89.97 y3LE)
SEE DETAIL 5/C6.0 I I i i I.E. = 85.01 SSW ,I t EX. TYPE 1 C.B. #4E
ORIFACE- I.E. 85.01-------------- 1 "Sp ---- RIM = 90_32_ I.E. = 86.15
• - - - __________------------- _________
- -_EX. 18' _ - - - -- g0 - ---- ----- - ----- --- -- - -- -----
�/ 7 CULVERT- T / __ - ___---�, -- - - - ---------- 7 -
/ - - - - - 3� 12- PV - - 12" PVC �_ -- - - - J
__ - - - --_------- A� --- - ---- W---- -- W-- o W rt� - - W-
/ i ------ _ ------------------------ - N- - - - -� - - -
/. 1------- _ _ _ - - _- - -------- -- - - _ _- - - - - - - - - - W- - - - - 5+00 1 NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
6+00 �- NOTES, STANDARD DETAILS AND SPECIFICATIONS
OF I R.O.W. I 8+00
/ 9+00 7+�\ ORAVETZ PLACE, S.E. n E ON JOBSITE.
(EX. ASPHALT PAVEMENT) J m i2" D. L - SD- _ _ _ _- _ S_D_ - - -i ^- - SD- - - -
/ �s _ ___ _ _ -so----_--___� - -
// SWEEP PUBLIC STREETS REGULARLY 12" D. - mm _ - - - - - - SQ _ --�p ....... =- -- $ - -15 ----- SS-
TO PREVENT SILTATION OF OFF -SITE ___ __ ___________�D= __ _ - -_- _-------- -- -- PVC
"" - - -_- - -_ - - - - - -SD- - - - ----------- r
/ / n STORM DRAINS =___ ______------
36 /I1 W- ---- --------------- ----y Q/G EX. SANITARY MH #1409-53 #X409N52RY MH
" , C6------- ----iL--4'-------------- RIM = 90.15
} RIGHT OF WAY _ _ _ _ EX. TYPE 1 C.B. 5E # t/ RIM = 90.63
_ - _ - - - WV- - - - - - - - _ LP J # EX. TYPE 1 C.B. 3E / I.E. = 86.58 (SW)
r- EX. TYPE 1 C.B. #2E RIM = 89.30 - ( I.E.= 86.51 (W)
RIM = 89.35 ( )
RIM = 88.44 I.E.= 849 E 87 }'f LE. = 87.23 SWl1 / I.E. = 86.48 E) I.E. = 86.41 N
EX. TYPE 1 C.B. #1E _ _ l J '
Ia // RIM = 87.63 I.E.= 86.36 86.35 �EI I.E. = 88479 W ��•1`/ I.E. = 87.27 E /r,5
\\ /� I.E. = 85.63 (W) /
I.E. = 85.68 E /
/
CITY OF AUBURN BENCHMARK 33-✓'
WEST QUARTER CORNER SEC. J1-21-5E
FOUND 2' FLAT BRASS CAP IN
CONCRETE 1.8' DEEP IN 8" PVL' CASE.
FOUND 7-21-98
RAILROAD SPIKE IN POWERPOLE AT SOUTH
SIDE OF ORAVETZ RD. POLE / Y 5052
FOUND 7-21-98
PROJECT REF: FAC #0003-98 /% I
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By: C`Djlly-� S
Date Approved: 10112•L s8
Record Dmw!N Certification
ThW drawing. c.rferm to the Contract.,. conetn."on r.carde
C.wlirm,ed by CA>r Date:
t
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
J. CLARK JOHNS DN
CONSILTFNO BTF;KJC�1.Ri/LL
Fi CFVL B11131111kil
425-454-7137
1418 - 112TH AVE_ N.E.
BELLEVUE, WA 98004
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EXPIRES G
Date
6/22/98
SCO1e
AS SHOWN
Drawn
DF
Job
Sheet
C3.1
0f Sheets
Jv' 00 1,! i
Q S V �l
PF C"79 -5-
of 9
1W
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PORTION OF THE NW 1/4, SEC. 31, T21N, R5E, W.M., AUBURN, WA
i
i
i
i
i
i
i
i
i
i
i
i
i
i EXISTING SEPTIC S
-X'
EXISTING SEPTIC SYSTEM
INCLUDING GRAINFIELD, 1
PER KING COUNTY DEPARTMENT
OF HEALTH STANDARDS
4" SEWER (PRIVATE),
S=0.5%, PC
L= 22f
NEW SANITARY C.O. -
RIM = 87.70
I.E. = 84.00 (FIELD V
CONNECT TO EXISTING
i
/ ri l�zT
� n
� n
EX. SEWER DRAINFIELD - I
-- - - - - - - - - - - - - i- EAfE;
' S 0111,
- - - - - - - - - - gOpi
EX. SEPTIC TANK
--,-NEW -W--=----�' \�
S6NIfYA'(tY C.O.
87.40 NEW SANITARY C.O.
= 82.90 i / I RIM
I.E. = 83.00 FIEL[
i �pNNEG T� 1
EXISTING
F.F.=95.00 '
30' 06')/�
x
Ili clJ�LLJJ LLL�� �
----------------
EXIST. SIDEWALK
INCLUDING DRAINFI
PIPING AND APPUR
SHALL BE DECOMN
PER KING COUNTY
_1
7 '
;
n
<' i' ,i.r•�' �i
f rF.F.=88.05
x
<l r i%\\ `� \%' NEW SANITARY C.O.
RIM = 88,20
NEW SANfrARY C.O.
"'RIM .5:/87.40
r&'= 83.78
i
i
i
i a
t 4" SEWER,NIL
(PRIVATE) ; }-------�
f/ 5=0.5%, PVC
f % L= 33't /
77
EXISTING
;- SHOP
r',(35' x 80' x26 1
F.F.=90.02
✓. .'
Jr' RIM 8744 N
LE g; � NEW SANITARY C.O.
Imo- RIM = 86J 87 6" SEW R, S
---- " - E - 82.33 _ PRIVATE PVC,
II N1�{x TYPE 1 C.B.B. 110
x EXISTING TRANSMISSION I EXISTING EDGE OF RIM = 86.32 (W)eYI(- C
POLES I r* A/C PAVEMENT I.E. _ �565 (E)64 t"
II --- ^-----------_-- /_ _----=L--
I I �
� I I x
--------X-------r �X .I
x L------J
J_
------X------Ix -II---iIEXIST.
I II
_ RIGHT OF WAS
/ CULV
OF I R.O.W.
J6
WEST QUARTER CORNER SEC. 31-21-5E
FOUND 2" FLAT BRASS CAP IN
CONCRE7E 1.8' DEEP IN 8" PVC CASE
FOUND 7-21-98
�Ew rr'Pe 1 C.B-
Rim
I 64(,2,
__WV- - - - -
^"------ - - - - - - - J ,
L_J
EX. TYPE 1 C.B. 11E
RIM = 87.63
I-E. = 85.63 W)
I.E. = 85.68 E)
16" SEWER, S=0.5%, PV
--I (PRIVATE) � -
-I -I 1 8 VC St
'I I I
CITY OF AUBURN BENCHMARK 3J-✓"
RAILROAD SPIKE /N POWERPOLE AT SOUTH
SIDE OF ORA I F7Z RD. POLE /' X 5052
FOUND 7-21-98
EX. TYPE 1 C.B. #2E
RIM = 88.44
I.E. = 86.35 W
I.E. = 86.36 E
\
I.E. = 84.10
(FIELD VERIFY
i
CONNECT TO
EXI .i
"Z T/EX.
A
SEPTIC TANK.,
�
i
i
-
/ 4" SEWER (PRIVATE), S=0.5
-_--
PVC, L=
60'}
NEW SANITARY C.O.
RIM = 87,40'3
I.E. = 82.66
NORTH 0 15 30 60
® SME: f' = 30.0' I
LEGEND
SECTION CORNER
INoON
QUARTER CORNER
FOUND BENCHMARK
EX. ROCK WALL AS NOTED
- -BT- -
EX. TELEPHONE (BURIED)
- -BP- -
EX. POWER (BURIED)
- -SD- -
EX. STORM DRAIN LINE
- -SS� -
EX. SANITARY SEWER LINE
--C--EX.
GAS LINE
- -W- -
EX. WATER LINE
®
EX. CATCH BASIN
Q
EX. SANITARY SEWER MANHOLE
•
EX. TELEPHONE J-BOX
�-
EX. UTILITY POLE
EX. UTILITY POLE W/ LUMINAIRE
EX. POWER VAULT
EX. POWER TRANSFORMER
E
EX. GUY ANCHOR
Kq
EX. GAS VALVE
EX. GAS METER
N
EX. WATER VALVE
EX. FIRE HYDRANT
EX. FENCE AS NOTED
- -
LIMITS OF EX. DITCH
-SD-
NEW STORM DRAIN LINE
-W -
NEW WATER LINE
-SS-
NEW SANITARY SEWER LINE
NEW OR RELOCATED FIRE HYDRANT
•
NEW CATCH BASIN
NEW SANITARY SEWER MANHOLE
-"'-
FLOW LINE OF NEW DITCH
NEW RIP RAP PAD
i
6" x 2" REDUCER V I
j EX. TYPE 1 C.8. #7E NtW T 1'G£ j Gb;
RIM = 88.34 I
I.E. = 84.40 (W) - i E SS ,
1 I.E. = 84.56 ((N))
I.E. = 84.40 S to
x 6" SEWER, S=0.02, L=10.0'
I.E.= 87.64 (6" 0 REDUCER) I
L--- -- x--------
15" x 6" WYE SIDE SEWER CONNECTION CONNECT 15" SEWER
I.E.= 86.69 (15� INTO EX. SEWER MANHOLE
I.E.= 87.44 6� RECHANNELIZE BOTTOM
i I.E. = 86.20 i� EX. SANITARY MH - #1309-31
V7 RIM = 91.91
EX. TYPE 1 C.B. #6E 15" PUBLIC SANITARY SEWER � I.E. - 86.20 8" E)
RIM = 89.97L�N
S-0.25%, PVC, ,L=215.0' I I.E. = 86.20 15" S
I.E. = 85.01 LE. = 86.10 15" N;
LE. 85.01
EX. TYPE 1-C.B. #4E
S, RIM = 90,32, I.E. = 86.15
---------- - -- - I
------ -- ---
----------
-------3� -12" PVC 12" PVC J-- - - - - - - - W-J
_ W - ---- W----- -- W-- t� -
5+00 4+00 I� NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
NOTES, STANDARD DETAILS AND SPECIFICATIONS
12 D. L _ - i _ SD_ - - - AVAILABLE ON JOBSITE.
_ - - SD- - - -_ 5�------ - SQ=- =_ ,i
-L _---------=55-
- - --- - - - �S -15 PVC
EX.
SANITARY MH 11409-53
kX4 9N52 RY MH
EX.
TYPE 1 C.B. #SE�
EX.
TYPE 1 C.B. #3E
RIM
= 90.15
RIM = 90.63
RIM
= 89.30
RIM
= 89.35
/
I.E.
= 86.58 SW)
I.E. = 86.51 W
I.E.
=�+r7a (E) kaM �� `4
I.E.
= 87.23 W)
/
I.E.
= 86.48 E)
I.E. = 86.41 �N3
I.E.
I.E.
= 84.74/ N
I.E.
= 87.27 �E)
/
PROJECT REF: FAC #0003-98 "0"'"yly
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By:
Date Approved:
Recall Drawing Certificatm
Tnwe drawings coMo to the Contractor's constnxllo reeade
I
CaiDr-ed M City. Date:
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
9/28/98
DF
CITY COMMENTS
J. CLARK JOHNSON
CONSULTNG STRUCTURAL
a C114111. ENGr4EERS
425-454-7137
1418 - 112TH AVE. N.E.
BELLEVUE, WA 98004
Z
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W
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e' �r
I
std
1bIJAL . �
Date
6/22/98
Scale
AS SHOWN
Drawn
DF
Job
Sheet
C4.2
Of Sheets
Fro'-: -, 6 o< 9 Q /30y 400D is6'9
92
89
83
80
96
93
90
87
84
92
86
83
PORTION OF THE NW 1/4, SEC. 31, T21N, R5E, W.M., AUBURN, WA
EX. WETLAND z
M I
>3 1
NEW CURB AND zi -
TRENCH DRAIN
NEW SIDEWALK,�Y w '
NEW A.C. CURB & GUTTER \ z ' EXISTING SIDEWALK,
EXISTING A.C. PAVEMENT EXISTING \ �w cavil CURB & GUTTER
CURB EXISTING FENCE
AC. PAVEMENT FINISHED
- -
EXISTING
GRADE I w EXISTING GAS I 0
EXISTING POWER
- 00 YEAR WAT€R-SURFACE:- R4 6�- RELOGATED
5 YEAR WATER SURFACE: D ICH I 4�EXISTING
10 YEAR WATER SURFACE: 84.55 F /r-� `- I I I ' STORM DRAIN
2 YEAR WATER SURFACE: 84.50 DETENT ON W.S.
t ELEV. 83.62 i ( I � NEW 15" SEWER
WET POND WATER SURFACE: 83.50 i I L EXISTING 8" 1
I WATER 1
�1 WET - NEW 12" STOF{M
i POND I DRAIN II
WET POND BOTTOM: 81.50 I EXISTING I
-- ---'
DITCH
36 MIL POLYPiiOYLENE LINER DRAINAGE
PLACE 18' UNDER
FINISHED GRADE OF POND
SITE SECTION A
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
I EXISTING
GRADE
ocl '
wl
a '
0
or }
a
I�
I N�
'I 1
FINISHED A.C. PAVEMENT
GRADE
FINISH FLOOR: 88.50 V
---) -
- - - - - - - - -
- SLAB ON GRADE
EXISTING 6" STORM DRAIN
GRADE 4" FOOTING DRAIN 4' FOOTING DRAIN j
6" STORM DRAIN I
CONCRETE FOOTING
I
SITE SECTION D
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
1
o-
1
-
-�_
-W SIDEWALK,
1RB & GUTTER
EXISTING SIDEWALK,
1
w
1
1
CURB & GUTTER
II
r�EXISTING GAS I
�`\
`- EXISTING POWER
RELOCATED
y DITCH
I -
EXISTING 12"
STORM DRAIN
w `
�
Il
NEW 15" SEWER
)� J EXISTING 8"'
WATER
- NEW ST0
7 _12"
DRAIN
EXISTING
DRAINAGE DTCH
!1 J
I III
SITE SECTION C
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
92
89
86
83
92
89
86
83
80
92
86
83
80
EXISTING
A.C. PAVEMENT
DRIVEWAY SECTION B
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
EX. WETLAND
I � I
> 3 1
I a C; 1
� J
NEW CONCRETE
DRIVEWAY ENTRANCEI z ' EXISTING SIDEWALK,
�I CURB & GUTTER
1 �
NEW A.C.
FINISHED - -
A.C. PAVEMGRADE - _
2.1'H I EXISTING GAS
I ' (EXISTING 8" � EXISTING POWER
_ I I ATER
i EXISTING 1 �'-
STORM DRAIN
I O�� NEW 15" SEWER
I L EXISTING 8" 1
' I WATER fI
NEW 18" 0 NEW 12" STOf{M
CULVERT DRAIN I
NEw 12" STORM I I
DRAIN I EXISTING I
DRAINAGE DITCH
SANITARY MH - 11309-31
%EX.
RIM = 91.91
- -
EXISTING - _
!
_ _
L. - 86.20 8 E)
I.E. = 86.20 15" S
GRADE
--------
/ 1
I.E. = 86.10 15" N1
STA 3+31.50, 23.85 RT
NEW 8" STORM DRAW
�
_-_-------
6" CLEAR ABOVE SEWER
1
M
EXISTING 8" STORM DRAIN
1
NEW SANITARY MH, 60"0 #1309-32
REMOVE PORTION REPLACED
i
i 1
PER WSDOT DET. B-23A
CONNECT 15" SEWER
RIM = 90.00
I.E. = 86.73 (E)
15" PUBLIC SANITARY SEWER, S=0.25%, PVC, L=215.0'
INTO EX. SEWER MANH
LE
"
RECHANNELIZE BOTTOM
STA 5+53.0, 23.85 RT
�i
I.E. = 86.20
15" x 6" WYE SIDE SEWER CONNECTION
I.E.= 86.69 157
I.E.= 87.44 �6")
6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00
ORAVETZ PLACE, S.E. 159 SEWER LINE PROFILE
SCALE 1" = 30.0' HORIZONTAL
SCALE 1 " = 3.0' VERTICAL
92
89
EIS
83
80
O W
w
0
+
v�
.+�
vcn
oo
o
a
of
+
N
�+
CV
to
a
i-C
n
m
I
.5%
NEW ROAD CENTERLINE
NEW NORTH
OW LINE
NEW NORTH FLOW LINE
TYPE 1 C.B.
#6
TYPE 1 C.B. �5A
RIM
RIM = 88.00
TYPE 1 C.B.
RIM = 07.82
;Y5
=
RIM 88.68
I.E. = 84.26
(E, W)
CONNECT
12" STUB.
12" SD INTO EX.
I.E. 84.69
I.E. - 83.50 (E,W)
I.E. = 83.66
(E,W)
STA 6+86.5,
12.1 RT
STA 5+54
STA 4+08
STA 8+60 -
-
-_ RCP, S==0.35%
L--130', --
i � --
R.C.P., L=172.0'S=0�_35%
______
____________
--
t
-
R.C.P 6=70SLS=0.35%
L 4T,S-0.35%
----
---------------
---- -
---�----
-
ll-
- --ram
----------
-----
-----------
-
EX. 12" WATER
------ -
--- ----- ----
3LJ
COVER
EX.
TYPE 1 C.B. #5E
-
-
_
- -
-
RIM
_
- -89.30
I.E.
--0+49
E)et'-.2f
I.E.
= 847d
(N)SYfC9
I.E.
=�+94
W Y5 'A4
I.E.
= 84.79
(N) NEW CONNECTION
9+50
9+20
8+90
8+60
8+30 8+00 7+70 7+40 7+10 6+80 6+50 6+20 5+90 5+60 5+30
ORAVETZ PLACE,
HALF
STREET
IMPROVEMENT
PROFILE
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
I I
I
I I
I I
I 1
I I
115' WATER EASEMENT
I I
I
I I
1 1 FINISH GRADE
(TOP OF AC. PAVEMENT)
o z EXISTING GRADE
U �
N z i i 12" STORM DRAIN
I
I I
1 8' WATER
I I
I I
I I
I I
I
STORM DRAIN / WATER CROSSING
SCALE 1" = 30.0' HORIZONTAL
SCALE 1" = 3.0' VERTICAL
NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE ON JOBSITE.
PROJECT REF: FAC #0003-98 7
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By: �-t �'�'N'� . Sf-W C0
Date Approved:
R« Dro.ing C.rtificotion
Thwo dra ng, conform to the/Contractor. conetn.fflw record,
T,TI./,o.hion
L
Ce fir....d M Clr D.I.:
REVISIONS
BY
8/10/98
DF
CITY COMMENTS
8/24/98
DF
CITY COMMENTS
8/27/98
DF
CITY COMMENTS
9/10/98
DF
CITY COMMENTS
9/22/98
DF
CITY COMMENTS
9/28/98
DF
CITY COMMENTS
J. CLARK JOHNSON
CONO LT110 STRUICT11;AL
Il CIVL H1K31111111l
425-454-7137
1418 - 112TH AVE. N.E.
BELLEVUE, WA 98004
0
LL.
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0 a.
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FJ
k1lCA1, .
Will - -
Date
6/22/98
Scale
AS SHOWN
Drawn
DF
Job
Sheet
C5.0
Of Sheets
/'F 0`1`1 / or 1
0 1309 DDD !S 9
8' N CDYrROL STRUCTURE —
PER CITY OF AUBURN
W, DEV-1
12' SO
RUBBER GASKET —
;o PLUC W/ 1-15/16' ORFACE
WSDOT TYPE N ��
PRECAST CATCH
BASIN. (48' 0)
I�IIIS
-1l-ffl
If
TOP OFMPOND
EL .
50
48' CARP STANDPIPE —
OPEN TOP, CLOSED BOTTOM
( INCASED IN CONCRETE
/—SILT FENCE
(3
�1
WATER TIGHT 2 2
SEAL 11 1
10' PVC SDR 35 0 0.5%
• 2YR, 24HR
STORM
0, Is Cfs
8"x8'X8' PVC TEE
RUBBER GASKET JOINTS /
�f_Ev, 63.50
1" 0' ORIFICE
PORTION OF THE NW 1 /4, SEC. 31, T21 N, R5E, W.M., AUBURN, WA
100 YEAR
24
HOUR N.S.
- 84.63 (0.43
do)
25 YEAR
24
HOUR N.S.
- 64.59 (029
c%)
10 YEAR
24
HOUR N.S.
= 84.55 (0.20
ch)
2 YEAR
24
HOUR W.S.
= 84.24 (0.09
dil
12' SO
PREFORMED TRENCH
DRAIN, POLY DRAIN
MODEL 503 OR UAL
ENCASE IN C. 6' MIN.
EACH S PLACE ADJACENT
TO 8 LINE
a
• WRAP STA =
PIPE WITH' SI
FENCE
g3,o MAX. ESTIMATED HIGH GROUND WATER ELEVATION
e I.t.t
C6 ISCALE: NONE
25 YR WSE 84.55- .
PROVIDE SILT
FENCE AROUND
DVO41OW CONTROL STRUCTU
T LI $S.SS
1�
j6' DEAD I
STORAGE
1' DIA. TYP., 40 HOLES MIN. 010'
POND BOTTOM O.C. PERFORATIONS SHALL BE LOCATED
EL=,J3.00 WITHIN THE LIMITS OF THE GRAVEL CONE
ti- CONC. BASE SLAB ON
(COMPACTED GRAVEL BASE
3)
o
al �
GOV �
I
I 24.0 STREET I
5,0' 0.5 17.0' 17.0' 7.5' I
4' S10EWAWt 7.0'
OVER 4' AGGREGATE REMOVE 7' OF EXIST.
(EX A C. DETt10'D) 3' A.C. PAVEMENT WORTH I
FINISHED GRADE FOR CRUSHED SURFACING 2.0111 J.Ox
------�.3.0%--------
DIISTING GRADE
----- ; L
---------- ----�2' (2.I1S5 B ASPHALT
` ------ - OVER 8' ASPHALT TREATED BASE
OVER SUBGRADE COMPACTED TO 95x
EL.Q4,00
JL
°
•° oeo00 �o0 yo
ooaOA•
,00 o foo a
o o
/
\/�\ /
v K�/�/
�
COMPACTED NATIVE --J
srA 1J[-
BERM, USING 1 1/2' - 3/4'
WASHED ROCK
ASPHALT CONCRETE
�—PAVEMENT CLASS 8
�- CRUSHED ROCK BASE
COURSE (1-1/4' MINUS)
,
�- PIT RUN
FURNISH A WALL MOUNTED DUPLEX CONTROL
PANEL IN NEMA 1 ENCLOUSURE CONTAINING DISCONNECT
SWITCHES, MAGNETIC MOTOR STARTERS WITH OVERLOAD
PROTECTION AND UNDERVOLTAGE RELEASE, ALTERNATOR,
HAIOS-OFF AUTOMATIC SELECTOR SWITCHES, AND
NECESSARY RELAYS FOR MICRO SWITCHES AND HIGH
WATER MARK PANEL TO BE LOCATED OUTSIDE
NEW SHOP BUILDING.
AUTOMATIC LEVEL CONTROL
SWITCH SHALL BE OF THE MICROMATIC
TYPE WITH FOUR MICRO -SWITCH CUPS
INSTALLED ON A PIPE STAND IN THE SUMP.
THE CONTROL SHALL PROVIDE FOR THE
ON-0FT OPERATION OF THE PUMPS,
AUTOMATIC ALTERNATION AND CONTACTS FOR
REMOTE HIGH WATER ALARM AND LAN' WATER
EMERGENCY PUMP OFF. MOUNT ALARM AT CONTROL
PANEL
I.E. - ROAD
NSOOr TYPE A
PRECAST BASIN (48'T; I
CHAIN
NOTE: PUMP STATION AND SIDE SEWER ARE
OWNED AND MAINTAINED DY THE PROPERTY OWNER
MON FTTTEIG TO PVC
DUPLE( PACO PUMP STATION SIZE 4' x 4' x 7'
MODEL 470-15, IMPELLER NO. 2651 N/ 1 BHP MOIDR,
SUBMERSIBLE NON -CLOG TYPE RSC PUMP SYSTEM (2 EACH)
(DESIGNED FOR 200 GPM AT 12 FEET OF HEAD)
NOTE: CONTRACTOR IS REQUIRED TO HAVE STANDARD
NOTES, STANDARD DETAILS AND SPECIFICATIONS
AVAILABLE ON JOBSITE.
PROJECT REF: FAC #0003-98 /%z/SY'y
These plans are approved for conformance with the
City of Auburn Engineering Division Requirements
Approved By: nfi� - � A
Dote Approved:
R. Dro.in9 C*,11ftoOon
Tn Orownq* Conto m to tM CaM toev p,oO Ion
ii
C*Ar m by GM oou:
F F 9 9 8 09 9 i Q l 309 00
0
tp
lbl
ti
11
SDO j SD CB 04 I Y' "�� L lb,�l V. e8
J�87 "
Etgv,r I goppN �e� �EPS5oR�EY,.
NORTH .�95' PER �~ .r P e • �5 P _
t£ > 8568 (£J I 02o XIM EOM °�. Lp 0 ..p / °1. �
ASSESSORS R£CARDS� e ( ( �R 1E C FIEfO R p'p / 1 J °g
SDGB L v�P �,1\ SEopiEp.-£ 1 . / //Ej°�`ti• 5
_ _ / ww� I ° /- �, /ASK Xl �!''
l4gl b844 Aw 89.35 °^" °�
0635 (wJ LE = 87.23 (N7 / �PPG
46.36 (EJ r£ = ey2x (EJ \ 9 / 1 �+'' °`
SDCB jF7 SDCB ;ff& (� Gd
RBI! = 8H 34 ,¢8f 89.97 (� O
= II4.40 (W) f. E. - 8.5 01 (tiJ j ` , 25' 15' V ��i°,
LE: = 84-56 (f 1,£ -.8301 (N> v ( �I /// -ap�� BB e,� de�•�4� eee
eb T -_ 19@_ !® �J/T17/Tl/7T/1_3
84.40 (SJ ° - tA� ° • C �, ��'S7; 00614 �Iy�/!E �o'y ° l� %
9► - iXf 7 /ice' ° v /Li/c� NfLL c
,w EX W---41>Z YD.ncac�n`1 �� 9
z sz Y -0 _ e J - •t
,SOCK 9 _ . __SDCB 1Q •8 /
_ f °1.
!#S9il 893D ' AYM = 9032 o fj 0lflCE /TT/ M
%£ se a's. u (IVJ ,€E. 86.15 (W) - - - $ I •ee'R� �i'�n 8140NG i e^t_ Owl?_�, °^_ - /%%/iJ).. �o' °o
fE. _ $4.70 (E) fE 86.f7 (N) I eq 87 rt //}�,/ i EX7S71NG i , Y� Y1S71NG �{• �� dt' 7
- . '7.£ = -84:74 N O Si ' 9°- 87.88 rt Y_c �- 02FF - �' 'Le • ,{
(J NC_.,a,.o °� £ it PGR.TABL£ j
6' CHA/NUNK FENCE I / e�� ° o /7- - 2 STORY % 1
71��yt�� e9• / 2 STORY/ .'As.52FF METAL
v/Sl l TAPIE �' !!C!!°°"I / /sp �� ��Pv °�b �P1� °� °��1 NDOO /11�A7E ee.W� I STORAGE I \I
//� 4" n O
r .. - �k m `9 f�SG p:. y �.. GRAIN /
�. -.•,� ^ P '' ,A•1L V fRAMEO FRAMED
v e M R9 G SHOP / !\/z e° SHOP L SHEDS _ j
4 �o 1AW.517APED AREA VY h
57.42 / OR• _,),P� ,�tj i' °O �+ 1 7�01/ < 9Q f5 RfAf = 5+J 67 1 / b8 t 3 dt /} �O ,y • 0�. °0 �.
rg. = 8&58 (5Nj e6.51 (wl TOP , , /f.2/ �' P /11/!1!/1�7J{ v
i_ = e8.48 (E) L£ _ 86.41 (N)
1 ik56iC �i°2 e s'� �R�3 7 PORTABLE
e1.2 0hfi °�o� \,� / �19 fie" ��� . P dy. .< STORAGE
q SHEDS
UL t/ER T TABLE ; ; ,� e�� 8�� - -;fo �.
1 d> �/i e 'p t'
3' CHAINUNK FENCE / b p !t ° ' �" lb A �• °�? G SDGB
- I1 017E S - 9 G G -
L'UL WRT 11 CUL WART f2 � / °� �� �, SDGB 3 d�
1 fi' �'e�p1 _ f�'_'`77`--_ SD f1
!E P&I.25(IYJ . E =,8449 (5,) - TOE OF DITCH i I I / ♦� ' - r °�}ry °tie e�'v �•�'� �° °°°�-B) � /
_ _ Ie1t��' - �p NATURAL GAS L!N£
EDGE OF DITCH -- _ �_�- ' t� _ EASEMENT 1' ON EACH SIDE/ a
' I .�9 OF CONSTRUCTED LINE GRASS 10
CUL VERT 3
j e` TGW ACCESS R£C NO./8�� pf��
- 17' L7tIP, - I i 9603280f20 /��c �,`�'
/E + 8295 (11� / I : I e� �. • 8 • �• e°- d I
it, ='83.02 (£)
PARK AREA 1pAl
•� '° •° yeti ��r•"� d,:n I�
�65 j --86-----"� �NE1!-AND LIMITS (TYPICA
GATE L) --•� ^
CITY OF AUBURN 8£ CHMARK J3-K ° • yy _ • 4i:o. N.�. °> Rs • es.AT -- ec / ✓/
A�
,fry
ME
EPST 500
�
6' CHA/NUNK FENCE /
RER �89�. i
Atp Ta SSD/
trt O
1905 RE
tOE
^ea,
e
ierov
IT
��1op E' RGCX ikAf!
x
00
x
x
x
TOP Dr SL;; F
6' CHA/NLINC PENCE
149
CUL L VL .'T .T jL
CUL VERT'1
SLICE 417
F,
r/15 SiTT APPEAP' rah' NATi(NVA' FLOOC
NSUPAY c RATE MAP. CA7E 0 MAY 16, 7.995,
'CtIM M1' PA4EL NO 530 361263 f AND, i5
5I7iA c -N ZONE X- AREA DE'FPVfZN£D TO ._
BE- CU _SfOE '1-1' 50tYEAR ZLOOO PLAUV
AREA 'v0 "PAR _(72f M - F•F-RA E
C£F' r X �E T,4k; OC?r Wr'
DRA VA - AREAS tF55 r+A .7 -J AR MIL£
ANf AREAS LE✓F-'� rR0M '00
> A < •.01017
j APFROXiAIA T£ ILF LANC
i UN£ PER AF Y7 ANO
nE )Ace -. nN.7rF )QT PGC?Ar?
TOR H£ rA,JVER
:54Pc'�RA'!,y t7
- TEKEtr -,A.TTD APR,L, _ Z_
7 Jg0NC 4 W A L K eW1-
01
YELLOW
BP -
SD CB
G G-�n•�S� G,
1 /
OORAW77 PLACE S.E.
(STUCK NWFR ROAD) (KERSEY WAY SE")
(ORAW77 COUNTY ROAD, EST. 1957)
PROPOSED
5TN' HP I
q� SHOP EXPANSION
PROJEC T
FOR
THE DANNER CORPORATION
AUBURN, WASH/NGTON
/y%O de Af BOA%
LWAL BASCJM02WN
rW NFST 500. OF TRACT 14, THE PARKER -
HOMES7EAD, ACCORDING TO TH£ PLAT THEREOF _
RECORDED 7N VfX1,M£ 8 6F PLATS PAGE 51.
RECORDS OF AWG COLMITY, WASHING70V EXCEPT
7N£ POR770N Lf7NG NORTH OF THE 577JCK RIVER
AND EXCEPT THAT POR770N CONVEYED TO KINC
COUNTY FOR 50U7H 376TH 57REET BY DEED
RECORDED UNDER RECORDING NUMBER 4926236.
BASIS OF B&1RMS
RECORD PLAT NORTH BASED UPON FOUND
MONUMENTED NEST LINE OF THE NW OUARTER ..
OF SEC77ON 31.
B£AR7N0 NORTH 00100100- EAST
BEAtCHVARK
CITY OF AUBURN BENCHMARK "33-J7
RAILROAD SPIKE IN POWERPOL£ IX-5052 ON SOUTH
SIDE OF ORAVETZ ROAD -
ELEVATION = 88.93
CITY OF AUBURN BENCHMARK "33-K- -
RAILROAD SPIKE IN POWERPOLE WEST SIDE OF 'A"
STREET S.E.
ELEVATION = 94.87
vJw7rwAl+ Lei 7vm
CITY Of AUBURN VFR 77CAL DATUM
"ME REPORT
DUE TO THE ABSENCE OF CURRENT TITLE REPORT,
EASMENTS OF RECORC MAY EXIST WHICH ARE NOT
SHOWN HEREIN.
UNDERGROUND NOTE
UNDERGROUND UTILITIES AND STRUCTURAL
APPURTENANCES ARE SHOWN AS INDICATED ON
RECORDS MAPS FURNISHED BY OTHERS AND VERIFIED
WHERE POSSIBLE BY FOUND SURFACE FEATURES
LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR
THE ACCURACY OF THESE RECORDS. FOR FINAL
LOCATION OF EXISTING UTILiTES IN AREAS CRITICAL TO
DESIGN. CONTACT THE UTILITY OWNER / AGENCY.
DATE OF fi=D SURVEY
,.KJL Y 21, 199E
LWA"
SECTION CORNER
IFOde QUARTER CORNER
FOUND BENCHMARK
FOUND MONUMENT
�x ROCK WALL AS NOTED
-8T- TELEPHONE (BURIED)
--BP-- POWER (BURIED)
P- POWER (ARiEL)
-SD-- STORM SEWAR LINE
-SS SANITARY SEWAR LINE
C -- GAS 'LINE
- W- WATER LINE
---------- TOP GRADEBREAK LINE
"OE SPADEBREAK LINE
STORM SEWAR CATCH BASIN
CULVERT
�j SAS iARY SEWAR MANHOLE
10 SEP T,C TANKcPHONE VAULT
❑ TELEPHONE J-BOX
-Q- TILITY' POLE
U IL1TY• POLE W/ LUMINAIRE
PCYF_R VAULT
IplPOKER TRANSFORMER
E- G,;Y ANCHOR
iT GAS VALVE
GAS METER.
WATER VALVE
{ WELL
i
--,� FIRE HYDRANT
--nFENCF AS NOTED
FF FNiSHED F'_OOR ELEVATON
'v _P OF CURB El IATION
FL FLOW LINE ELEVATON
2 BRASS CAP ✓hr SURFACE µlT=1 X•"
FOJNC 7-211-C;
TOPOGRAPHICAL SURVEY
OF
i 17 ORA VETZ PL SE
AUBURN, WASHINGTON 98032
iWN6 ; 2124- TSOW,'
JEc- :V%
2124
SHEET 1 OF 1
41,
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