HomeMy WebLinkAboutLarge Format_ HORIZONTAL DATUM: ROTAIED WASHINGTON STATE COORDINATES, NORTH ZONE NAD 83(91) BENCHMARKS
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VERTICAL DATUM U.S. At21�t CORPS OF ENGINEERS HIRAM CHITTENDEN LOCKS DATUM. X WIDE CONC. RETAINING WALL, 19 SOUTH OF S1� C)RNER OF BLOC. a-8).-.--sr�- STORM SEWER DRtt�: r �" � � -�,
6 _ ELEV. 25.98 INV iNVEr'T P r'E ELLVA.T:GN
� ` • RAP i4 9,p ` LOCKS REGULA ED WATER SIRFACE ELEVATIONS FOR LAKE MASHINGTON ARE AS FOLLOWS: YJ FH FIRE HYDRANT r - '�O^I.,
W� WATE , -VLL cLL �AT10"; C F--
%� 2 50 0 5 50 HIGH, WATER ELEVATION, MAY 1ST TO FEB. 15TH = 21.8' BM #2 CHISELED SQUARE AT NORTH TOP 46" CONC SORM MANHOLC. ® wv WATER VALVE FL WAIE,, FLOW LINE ELEVAI:r_)N CF/R
••►, o e - - 8-�, �� �� -� LOW WATEi ELEVATION, FEB. 1.5TH TO MAY 1ST = 20.3' ELEV. 24.50 ®Pry POST INDICATOR VALVE _---_-. - PUr,_( POWER HABOI 'LEASE t
\ `�W
I � ' •- � SCALE IN FEET coC0 O CLEANOUT - EDGE OF PAVEMENT FEB 2 1f
�s \ -TIC VERTICAL DATUM 1929 (NGVD29) DASHED CONTOUR LINES ARE BELOW WATER SURFACE CONC. CONCRETE i'HALONCRETE
T C� �
10 CONVERI LOCKS DATUM TO NATIONAL GEODL
\ \ CONTOUR INTERVAL = 1' x FENCE LINE.A.C.. .,l.\LVt
/ 9 s'o �_ r SUBTRACT 6.8 FEET. NW)21 IS THE VERTICAL DATUM USED FOR THE BOEING BASE PIV POST INDICATOR ELECTRICAL CUrrOUi1 ✓
/ / ` � 1 0• ° �` � s'�NO MAPS AND THE CEDAR RIVET FLOOD STUDIES OF 1992 AND 1996. � E � u.)� STAT.,; 6ROUNU
rcw WATER LINE
,�3.� / P 6, ' ! ROTATION POINT : TO CONVERT BACK TO NAD83(91) '01 ENTIRE FILE Br WINDOW _-, 1/r�- AIR LINE -� --1 1 BUILDING LINE
�� / / ��__ ////// •���we / ti' R`�P `�\ WITH THE BASE POINT BEING ACAD X=1,300,445.35 1-Ir16,306.15 (N'n COR 4-82 BLDG) -PRO--- -'['R RECORD LrW'dr,'G
./ �-- BOEING PROPERTY LINE r-
-- °? / TO ACAD X=1,300,644.32 Y=186,150.84 THEN ROTAiI: 6MIRE FILE AT THE RC ;ATIUN POINT ' IMP OF Y�hLL E dAT ION
/ 9 FM FORCE MAIN'
35' 12 05 COUNTERCLOCK WISE. BOLLARD
t SHEE( PILE WALL WITH MLIAL CAP
NOTES
CEN1tRLINE. AIRCRAFT TOh PATH
,�� , 1I s 2� Z2.5 v .1� NO \ `�� �\ � �� T1 DOCK
/ �'"'`2 PROPERTY LINES SHOWN HEREON WERE ESTABLISHED BY tO,RNERS RE;OVEREU DOLPHIN
�6•,Q /�_ _ -J / / / o END . ETAL CAP PFROM THE 1965 HOR'ON DENNIS AND ASSOCIATES, IBC. `URVEY, SAID SUF.VEY
i 17 / • / j l �0 2i 1 ��� �� 7, , z o �� �� �Cj WAS EMPLO i ED FOR !HE REPLAT OF LAKE WASHINGT(,N SIORELANDS 'IATI D: 1956-
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2,.0 2•j �� `� i �/ METAL CAP ON E.CTE�IVT OF RlP Rhf
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SCALE IN FEET
HORIZONTAL DATUM: WASHINGTON STATE COORDINATES, NORTH ZONE NAD 83(91) `
VERTICAL DATUM : U S ARMY CORPS OF ENGINEERS HIRAM CHITTNDEN LOCKS DATUM
LOCKS REGULATED WATER SURFACE ELEVATIONS FOR LAKE MASHINGTON ARE AS FOLLOWS:
HIGH WATER ELEVATION, MAY 1ST TO FEB. 15TH = 21.8'
LOW WATER ELEVATION, FEB. 15TH TO MAY 1ST = 20.3' �\
TO CONVERT LOCKS DATUM TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29)
SUBTRACT 6.8 FEET. NGVD29 IS THE VERTICAL DATUM USED FOR THE BOEING BASE
MAPS AND THE CEDAR RIVER FLOOD STUDIES OF 1992 AND 1996.
2 ETAL CAP /
SFi� OUTFALL N0.26
BENCHMARKS ti INV 20.4
PILE ti
BM #1 CHISELED SQUARE AT THE SW CORNER OF WEST END OF 12" HIGH �\ i / ��/�/�� \\WALLSTS /
X 8 WIDE CONC. RETAINING WALL, 19' SOUTH OF SW CORNER OF BLDG. 4-83. \ Try '
ELEV. 25.98 `� > STS"
BM #2 CHISELED SQUARE AT NORTH TOP 48" CONC. STORM MANHOLE
ELEV. 24.50 �\ / No. 455A
e J CB -II 48"
DASHED CONTOUR LINES ARE BELOW WATER SURFACE. ' R RIM
��� `ems � INV SEE 21.47
INV NW 21.22
CONTOUR INTERVAL = 1'
.\ BOT 14.107.4
EDGE OF VEGETATION= J
LEGEND O� LINE OF ORDINARY HIGH WATER j
F - FIRE WATER LINE RIM RIM ELEVATION OF STRUCTURE ��
�srs- STORM SEWER DRAIN INV INVERT PIPE ELEVATION
�0 FH FIRE HYDRANT WL WATER LEVEL ELEVATION
® wV WATER VALVE FL WATER FLOW LINE ELEVATION °
® PIV POST INDICATOR VALVE - PUGET POWER HARBOR LEASE LINE �P \�� I ELECTRICAL PAN
co O CLEANOUT EDGE OF PAVEMENT �\
CONC. CONCRETE A.C. ASPHALT CONCRETE
X FENCE LINE PIV POST INDICATOR VALVE �,P GRASS
- E ELECTRICAL CONDUIT p SG STATIC GROUND ! i
-i•CW WATER LINE BUILDING LINE / ,
1 1/2"A- AIR LINE
- BOEING PROPERTY LINE -PRD- PER RECORD DRAWING \
o BOLLARD TW TOP WALL ELEVATION %
SHEET PILE WALL WITH METAL CAP
--
CENTERLINE AIRCRAFT TOW PATH
-ABAN ABANDONDED
- P✓c PVC PIPE
- c CONCRETE PIPE
OUTFACE No.27
WOODEN CHANNEL
NOTES 4.0 INTERIOR I
PROPERTY LINES SHOWN HEREON WERE ESTABLISHED BY CORNERS RECOVERED
FROM THE 1965 HORTON DENNIS AND ASSOCIATES, INC. SURVEY, SAID SURVEY
WA5 EMPLOYED FOR THE, REPLAT 0j LAKE WASHINGTON SHORELANDS DATED: 1966.
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FH
/ INNER \_`H� ARBOR LINE
_ - -- �- BOEING ?ROPERTY LINE
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BOEING No.4A
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BENCHMARK
SURVEYING & MAPPING BY
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,
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DOLPHIN
PSPL COOLING WATER DISCHARGE CHANNEL /\ SEE SHEET 2 OF 22
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DOLPHIN I.E. 20.26
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No. 418 INV 16.82
CB-PRD 1. E. 16.05 \ ,14
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DHA DUANE HARTMAN & ASSOCIATES, INC.
Surveyors
TOP 23.57 PRD
CONCRETE
REVISION DESCRIPTION:
N0. 417
SDMH-60
02-01
TOP 23.76
WL 21.91
BOT 15.89
INV'S UNDER WATER
NO. 420
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ATER
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44�BENCHMARK #1
CHISELED SQUARE AT THE SW CORNER
OF WEST END OF 12" HIGH X 8" WIDE
CONC. RETAINING WALL. 19' SOUTH OF
SW CORNER OF BLDG. 4-83.
ELEV. 25.98
E
0
i•
I
4' .y%
ORIGINAL MUST BE CHANGED
ON GRAPHICS SYSTEM ONLY
WO NO: 9501434 A�yN��c'
- - °N
OVERALL PROJECT PLAN S\- o11
Em APPROVAL DATE (M/D/Y) N OF ,
SHUFFLETON DECOMMISSIONING PRO`9 13 999
DRAWN BY D.HARTMAN(DHA) 10 / 08 / 96
CADD/DRAFT L �: r L T DRAWING 0 R G�V
DESIGNER / / U ENGINEERING V
DEPARTMENT D -1 1375 (J
SHEET � i G
O
SCALE: 1" = 50' CLASS: MICROFILMED: FILE NO
CADD NO: D1 137501 ' WROFILMED 195.00
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8 1 7
i
5
16928 WOODINVILLE-REDMOND ROAD, B-209
WOODINVILLE, WASHINGTON 98072
4
(206) 483-5355
FAX (206) 483-4650 LOG OUT
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4 HORIZONTAL DATUM: ROTATED WASHINGTON STATE COORDINATES, NORTH ZONE NAD 83(91) VERTICAL DATUM : U.S. ARMY CORPS OF ENGINEERS HIRAM CHITTENDEN LOCKS DATUM.
- LOCKS REGULATED WATER SURFACE ELEVATIONS FOR LAKE MASHINGTON ARE AS FOLLOWS:
MAY 1ST TO FEB. 15TH = 21.8'
ROTATION POINT : TO CONVERT BACK TO NAD83(91) MOVE ENTIRE FILE BY WINDOW HIGH WATER ELEVATION,
6-- ' s�- - l 2 2-- - 4 ; - _ WITH THE BASE POINT BEING ACAD X=1,300,445.35 Y=186,306.15 (NW COR 4-82 BLDG) LOW WATER ELEVATION, FEB. 15TH TO MAY 1 ST = 20.3'
s 3 - - TO ACAD X=1,300,644.32 Y=186,150.84 THEN ROTATE ENTIRE FILE AT THE ROTATION POINT
� -- ' 25 1 2 ..� � _-- 2 50 TO CONVERT LOCKS DATUM TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29)
6 �_ ��� , \ \ � - 35'12'05" COUNTERCLOCK WISE. SUBTRACT 6.8 FEET. NGVD29 IS THE VERTICAL DATUM USED FOR THE BOEING BASE
8 1�v� \�� SCALE IN FEET NOTES MAPS AND THE CEDAR RIVER FLOOD STUDIES OF 1992 AND 1996.
/ \ t = 23,' a- \ PROPERTY LINES SHOWN HEREON WERE ESTABLISHED BY CORNERS RECOVERED BENCHMARKS
9 \ \ �- \ FROM THE 1965 HORTON DENNIS AND ASSOCIATES, INC. SURVEY, SAID SURVEY
T.w= \ BM 1 CHISELED SQUARE AT THE SW CORNER OF WEST END OF 12" HIGH
e•9 - _ 6� \? WAS EMPLOYED FOR THE REPLAT OF LAKE WASHINGTON SHORELANDS DATED: 1966.
-� A. =23.4 9 4 - \ X 8 WIDE CONC. RETAINING WALL, 19' SOUTH OF SW CORNER OF BLDG. 4-83.
ELEV. 25.98
9.3
BM #2 CHISELED SQUARE AT NORTH TOP 48" CONC. STORM MANHOLE
0
�\ �i� �-�\ / // N T.w=23 p �• �� �� = \ �-�� ���� ELEV. 24.50 W
�` DOLPHIN
2g��°� \1w3���� DASHED CONTOUR LINES ARE BELOW WATER SURFACE.
W=24 9.5 _ _
' TA AP a %� - -�� �� = -_ _ CONTOUR INTERVAL = 1
END M E L C ,� ; - -- - �� - \ = = _ -�� `� 0
_ i
23.
17
OUTFALL No.26 �� a.2 `�° -
18 �� '9 / oo INV 20.4 ??s 230 9.5 9 10 METAL CAP ON
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GRASS 00 10 �a �.�� �� - e SHEET PILE WALL LAKE N
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LAKE WASHINGTON o�° ��� '�� ��? / 23 ° 1 (
75.
F
LEGEND
F -
FIRE WATER LINE
RIM
RIM ELEVATION OF STRUCTURE
f-sTs-
STORM SEWER DRAIN
INV
INVERT PIPE ELEVATION
::0 FH
FIRE HYDRANT
WL
WATER LEVEL ELEVATION
® wV
WATER VALVE
FL
WATER FLOW LINE ELEVATION
® Plv
POST INDICATOR VALVE --------
PUGET POWER HARBOR LEASE LINE'
Co O
CLEANOUT
EDGE OF PAVEMENT
CONC.
CONCRETE
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ASPHALT CONCRETE
FENCE LINE
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STATIC GROUND
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, , ,
, BUILDING LINE
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FORCE MAIN
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z BENCHMARK0 , - -- 242/J pt�w3.3 / AN i'.0 � DOLPHIN
CHISELED SQUARE AT NORTH' -TOP 23.0 \1 105 • `C l �P' '??
48" CONC. STORM ,�
.? 23.2 ° ER �/S °9 �•11'" �/ .�
ELEV. 24.50 - ?, w._24.3 2��C ,qRC
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CONCRETE
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SURVEYING & MAPPING BY
DUANE HARTMAN & ASSOCIATES, INC.
Surveyors
16928 WOODINVILLE-REDMOND ROAD, B-209
WOODINVILLE, WASHINGTON 98072
1
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INNER HARBOR_LINE_____----
DOLPHIN __-------
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•�5 I.E. 20.26
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N 0 . 417
SDMH-60
02-01 �. OUTFALL No.25 RAILROAD
TOP 23.76 N INV 16.82 '�3s TRACKS
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DRAWN BY D.HARTMAN(DHA
CADD/DRAFT
DESIGNER
(206) 483-5355
FAX (206) 483-4650 LOG OUT
3
FH ORIGINAL MUST BE CHANGED
ON GRAPHICS SYSTEM ONLY
WO NO: 9501434
TOPOGRAPHIC DATABASE
DATE (M/D/Y) SHUFFLETON DECOMMISSIONING PROJECT
10 / 08 / 96
6 Z�)WO2U DRAWING NO REV NO
ENGINEERING D_- � 1376
/�0)��� DEPARTMENT 0
1� /�J SHEET 4I e) of 9
SCALE: 1" = 25' CLASS: MICROFILMED: FILE NO
CADD NO: D1 137601 MICROALMED 195.00
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425-454-6383
425-482-3519 fax
VAN DE V A N T E R GROUP
r
VTG Bellevue VuYaCiy IV°rC
Suite 203
Bellevue WA 98004
(425) 451-8108
(425) 455-3374 fax
L A N D S C A P E A R C H IT E C T U R E
CITF P1 ANNINC,
STATE OF
WAS INGT N
REG TER' Q
LA 'OSCA R 4'EC
CERTIFICATE NO.3571
Ro�lioir�nc'
9/1/99 - CITY COMMENTS
Sheet Title:
r_aeruur PLAN
Date:�
Work Order No:
Design: JVDV/DP
IDrnwn: DP
Approved: JVDV
A
Sheet No: L_ I
12' X 12' BULL RAIL
P0551B1
PILE
APP
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(VA
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L - 2 fSCALE- 1/8"=1'-0"
RIF`';
REVEGETATE WITH WILLOW STAKES
2' O_C. OHWL TO 10'
FROM SHORE EXISTING SHEETPILE
TO BE REMOVED
SEED DISTURBED SEE I, L-2
AREAS �-
II
fl\
3 2=1 SLOPE FOR RESTORED 5HORELINE 5ECT1
I
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SEED DISTURBED AREAS V: t
2 )ROCK RETAINI
REVEGETATE WITH WILLOW STAKES
2' O.G. OHWL TO 10'
FROM SHOriE
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411 ICBM Ave. NE
BOBO". Wa. 98004
425-154- 6363
425-482-,3519 fax
V A N D E V A N T E R G R O U P
612 Bellevue Way NE
Suite 203
Bellevue. WA 98004
(425) 451-8108
(425) 455-3374 fax
L A N D S C A P E A R C H IT E C T U R E
S IT E P L A N N IN G
STATE OF
WASHINGTON
"TEREJAME
CERTIFICATE NO.357
Revisions:
9/1/99 - CITY
COMMENTS
Sheet Title:
DE T AILS
Date:
7/9/99
Work Order No:
Design
JVDV_/DP
Drawn:
JI-
Approved:
JVDV
9, 0;2,9"
Sheet No: ! —
/
2a, F H
SCALE'. 1'=30'-0'
LIVE POST NOTES-
- POST CUTTINGS SHALL BE LIVE CUTTINGS, 3'-4' IN LEWsTH, WITH DIAMETERS OF
1/2" TO I-1r1". (SEE LEis"NDA
- POST SPECIES SHALL BE AS INDICATED ON PLAN.
- SIDE BRANCHES OF POST SHALL BE CLEANLY REMOVED AND BARK OVER ENTIRE
POST 54ALL BE LEFT NTACT.
- BUTT ENDS SHALL BE CLEANLY CUT AT AN ANGLE FOR EASY INSERTION INTO SOIL.
- TOP SHALL BE CUT CLEAN 6611JARE, AND BLUNT.
- TAMP TWO THIRDS OF THE LENGTH OF THE POST INTO THE GROUND, WITHOUT SPLITTING,
AT A RIGHT ANGLE.
-CUTTINGS MUST BE KEPT MOIST AFTER THEY HAVE BEEN CUT TO APPRORIATE
LENGTHS. THEY SHALL BE PREPARED AND INSTALLED WITHIN THE SAME DAY.
- USE SOFT MALLETS TO DRIVE STAKES, AND PRE -DRILL POST HOLES WITH RE -BAR
FOR PLANTINGS IN TIGHT SOIL. THE SOIL MUST BE FIRMLY PACKED AROUND THE
CUTTING AFTER IT HAS BEEN TAMPED INTO THE GROUND,
it SPACED AS PER PLAN
i LIVE P05TS
lSEE PLAN FOR
31^-"cc:.iE3 AivD iJvTES.i
L I Vt F105 i PLANTI
NG ING 5E�. i 10N'
1--3 NTS
EX SHEETPILE TO
BE REMOVED TYP•
LAKE 1.1J,45HINGTON
J.
04,
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WILLOW STAKES
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LAKE WASHINGTON
26
L!• AGE f A3FR IN R
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AS
DIS�It ED`cc
�Y CONLSWT ON
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T* PI"AL FL,�NIFING DcTA1L
M:E.TAL CAP ON
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R, 5HEETPILE CHANNEL
s / CENTER LINE
Ex SHEETPiLE TO
BE REMOVED TYR
Ex '6HSFTP!LE
TO REMAIN
f
2�
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PLANT LEGEND � \
SYMBOL NAME SIZE AND REMARKS NUMBER
35% SALIX -sitchensis 1/2' - 1-1/2' Dia. Obligate Live Stakes 9_1 total
5itka Willow 3'-4' Length at 5'-127
359. SALIX lasiandra Triangular S acincg{
PacIFIC Willow Planting Pe�Del it 2/--2
�\ 3o SALIX scouleriana
Scouler Willow
\\ CORNU5 stolonifera 1/2' - 1-1/2' DIa. Obli ate Live Stakes 101
Redtwig Dogwood 3'-4' Length at 5'-
I riangular 5pacin
Planting Per DetA'il 2/L-2
Proportions N
H droseeded Grass Barclayy Perennial R e rass 10ro Seeding rate
DF Marks Co. PenrilaCOn Red Creepin� Fescue 20% 5-1 lbs. per
Barclay Lo Growth Mix Aurora Hard Fescue 10% i000 sft.
HYDROPkED . SfF
T� 1CAL FL-AN5t--�T101�1
SCALE: 1' =1@' -,!:'
SHEETPILEINCHMAIEL
r�
PLANTING N0TE5
1. FINISH GRADING TO BE COMPLETED BY f RADING CONTRACTOR
TO 1/10' GRADES SHOWN,
2, SITKA WILLOW TO 15E PLANTED AT LOWER PORTION OF SLOPE AT
EDGE OF WATER PACIFIC WILLOW AND REDTWIG DOGWOODS TO
BE FLAN MI D THRGAASH OUT SLOPE. SCOULER WILLOW T O BE
PLANTED ON UPPER PORTION OF SLOPE.
3. LIVE POST5 TO BE: FIELD LOCATED BY LANDSCAPE ARCHITECT
PRIOR TO PLANTING,
4, LIVE POSTS TO BE: PURCHASED FROM NURSERY STOCK.
5. 1 I` DROSI=ED ALL .AREAS DISTURBED BY CONSTRUCTION
WITH EROSION CONTROL MIX.
644UPPLETON PLANT
PUGET SOUND
POLDER 8 LIGHT Co.
1 ` WIDE CONC" WALL
40USING WOOD GATE
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411 108th AVG. NE
425-454-6363
425-482-3519 fax
VAN DE V A N T E R GROUP
612 Bellevue Way NE
Suite 203
Bellevue, WA 98004
(425) 451-8108
(425) 455-3374 fax
L A N D S C A P E A R C H I T E C T U R E
S I T E P L A N N I N G
STATE OF
WASHINGTON
EGIS ERED
AND CA? ^HCT
JAMES S. V V R
CERTIFICATE NO.357
Revisions-
9/1/99 - CITY COMMENTS
Sheet Title:
L ANDSCAPE PLAN
D a t e : ( 7/9/99
Work Order No:
Design: JVDV/DP
Drawn: I)P
Approved: JVDV
L-3/ NITS
Sheet No: L-3