HomeMy WebLinkAboutD-201402LEGEND
EXISTING NEW
SURFACE FEATURES
CONNECT 2° PVC STS (SD) DUMP
Aso b ti DRAIN TO NEW 42° RCP STS (SD) ,i,— ASPHALT
CURB
\ J s + + \ NEW 2 -4x2 DB C eP a. CONCRETE
SEE PROFILE Ce C17
EXIST NN
. +\ ss\ /-ee_/ CONTOUR
1 "i la o � PROVIDE SUMP & PUMP + STA 0 +85 D 84 -a5 ELEVATIONS x1.75
\, �\ �� INSTALL UV 712 -LA C8 C17
EXIST. ON \
FOR MANHOLE °IJ' ELECT VAULT NEW CB 3 MONUMENT $
\� - SEE SHT C2 FOR ADD 'L T 3 D - - - -- PAINT STRIPING
\ rop n 74-\ \ REQUIREMENTS
\ INV z4 w ti T P II- 96 "0 CITY OF
STS (so) — \ \ + +,yb� `b ±b ?° R NT ON ST .PLAN 3.2.3 STRUCTURES
y \tib- RI z6.r cl CATCH BASIN ■
16.01 .0-0.- FENCE - ° — °-
\ UP 2, . .
y '- \ \ `d FIRE HYDRANT W /POSTS
\ PROVIDE ELECTRICALLY SPENRC nzca \�J�LO { + 1NSULATTED FENCE SECTION
MANHOLE O
-- -- — +ti __ TO ISOLATE SUBSTATION
+tib\ N IN q -- -- - - -_ / FENCE FROM SURROUNDING LIT
1h RCP V")(5D. - -_ - - %� FENCE, SEE DRAWING. E UTILITIES E
110 -109 -2100 E9 _ E __ E
ELEC. U.G.
PLUG - - _ \ + \ \,, sAN SAN —SAN --
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IN = .18682 ±36 "W )�) +o° v SAWCUT (SEE eti \ +� \`` \ Ts -- - -- TELEPHONE
INV 16.32 42'NE / /tib ti50 NOTES & 3)
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+' CONNECT TO WCUT SEE NEW CB 2'
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EXIST GALLEY SA
NOTES 2 &3) \ + \?f \ XXXx 3,
PROVIDE ELECTRICALLY INSULATED \ \S `, - - - -- \ -T HE II - 96 "m CITY OF
FENCE SECTION TO ISOLATE SUBSTATION -I J�, \ b\\ RNTON ST PLAN 3.2.3
FENCE FROM SURROUNDING FENCE
�� \+ SEE DWG. 110 -109 2100 E9 + co\ INV = I7.ao
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EYx' a"S c b NEW 12' PVC SEE C9 PROFILE CB Cn b \
s Is -- bb 61}
a rids _ ti 'ABANDON 42" tib x. PLUG SUBSTAT fON I
/ STS (SD) -
�k \ PLUG SEE $ PLUG
i
.,� / _F PROF.I LE CB cn tib LN.n':.
l)1 \\ \
\\e SAWCUT (SE\ NEW \ \ SEE NOTE 9..-
C NOTES 2 &3)
\ CON N TO
L1- NEW MH 6 \ °ti 48" STS tiy6' �'� �x� +`vb \4g'sl lye \
ce cIe STA 2 +13 b SAWCUT (SEE S
�Exrer a+ RIM 26.0 + —tih._ ,yh tiy: tih NOTES 283) PLUG NEW MH 3 \
app za ai INV = 17.8+ 42.'sW - -- �. Di- \ _ _ -4 / ; STA 0 +00 CB c" 18 \
u4V "a.4I INV = .17.31 48 "NE -- NEW 48 STS,S RIM =
_ —' >+ h\ ) INV = 17.10 42"NW
$ TBM tib. „h L-- h _ ,ALT ---- -- IV INV = 16 60
_ tih3� h.� \ INV= 16.6 ±46 °E
RIGHT-OF-WAY p
BENCHMARK: USC &GS L384 - MONUMENT @ NE CORNER NEW CB 5 �FT"is
8TH & PARK, RENTON, WA. �\ 9 T 3 D fk7st j °e• \
ELEV 26.26 `\ atib T P 96 "0 CITY OF E <E,`pp �srs
TEMP BM: BOLT IN NW FACE PP NE OF 10-100 BLDG, \ R N S . LAN 3.2.3 EX1ST5 VII , cr /'s.
APPROXIMATELY APPROXIMATELY: 50 SOUTH OF SUBSTATION 1 7z. Top 2 63 \�
ELEV - 27.67 ..INV = 165 s ���ISD) INV Ie 73 \ y\ \\
SUBSTATION I STORM RELOCATION PLAN
= 20' -0" \
RECOMMENDED
FOR APPROVAL
BY t4 )IM ii.-- -I' 3 -'YI
5T0 WA7¢K aNLy
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES, AND REGULATIONS, INCLUDING NECESSARY PERMITS AND
INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES.
2. THE CONTRACTOR SHALL REPLACE, AT No EXPENSE TO BOEING, ANY STRUCTURES,
PAVEMENT, CURBS, OR OTHER ITEMS DESIGNATED TO REMAIN, THAT ARE
DAMAGED DURING REMOVAL OPERATIONS
3. A SAWCUT SHALL BE MADE BETWEEN ANY EXISTING PAVEMENT, SIDEWALK, OR
CURB, THAT IS DESIGNATED TO REMAIN, AND THE PORTION TO BE REMOVED,
4. ALL WASTE SHALL BE HAULED, AND DISPOSED OF, AT A DESIGNATED ON -SITE
DISPOSAL AREA.
5. THE ABBREVIATION WSDOT REFERS TO THE STANDARD PLANS OR STANDARD
SPECIFICATIONS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION,
(1988 EDITION).
6. ALL DIMENSIONS USED TO LOCATE CURB ARE MEASURED FROM THE CURB FACE, .
AT PAVEMENT LEVEL, ON THE TRAFFIC SIDE.
7. PROTECT AND MAINTAIN UTILITIES AND STRUCTURES CROSSED BY, OR ADJACENT
T 0, THE WORK AREA. DAMAGE SHALL BE REPAIRED TO LIKE NEW CONDITION.
E W D
8. UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORD. THE CONTRACTOR
SHALL FIELD VERIFY FOR CONFLICTING UTILITIES AND EXISTING PIPE INVERT
ELEVATIONS AT ALL POINTS OF CONNECTION BEFORE BEGINNING ANY NEW
CONSTRUCTION. NOTIFY BOEING CONSTRUCTION MANAGER OF ANY DISCREPANCIES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND FLUSHING ALL
STORM DRAINS PRIOR TO ACCEPTANCE BY THE OWNER AND APPROVAL BY THE
CITY OF RENTON
10. CONSTRUCTION SHALL BEGIN Al THE DOWNSTREAM END OF THE PROJECT THE
EXISTING SYSTEM SHALL BE KEPT OPERABLE UNTIL THE NEW DOWNSTREAM SYSTEM
IS FUNCTIONING, AT WHICH TIME IT SHALL BE CUT AND PLUGGED AT THE MANHOLES
AND ABANDONED, FILL ABANDONED PIPES WITH CONTROLLED DENSITY FILL,
II. THE CONTRACTOR MAY REMOVE AND REPLACE SECURITY FENCE AS NECESSARY TO
COMPLETE CONSTRUCTION AS LONG AS SECURITY IS MAINTAINED. THE CONTRACTOR
SHALL CONTACT BOEING SECURITY PRIOR TO BEGINNING CONSTRUCTION.
12, SEE SHEET C4 FOR DEMOLITION OF STORM SYSTEM
ABBREVIATIONS
ASTM AMERICAN SOCIETY FOR NGVD NATIONAL GEODETIC VERTICAL
TESTING AND MATERIALS DATUM (1929 DATUM)
CB CATCH BASIN N.I.C. NOT IN CONTRACT
C.O. CLEAN OUT CC ON CENTER
DIA OR 0 DIAMETER OH OVERHEAD
E ELECTRIC OD OUTSIDE DIAMETER
EA EACH R RADIUS
EF EACH FACE SHT SHEET
EJ EXPANSION JOINT SIM SIMILAR
EL ELEVATION SPEC SPECIFICATIONS
EQUIP EQUIPMENT STS (SD) STORM SEWER
ES EACH SIDE STD STANDARD
EXP EXPANSION T/C TOP OF CURB
EXIST OR EX EXISTING TYP TYPICAL
EW EACH WAY T THICKNESS
F FIRE UG UNDERGROUND
ID INSIDE DIAMETER UN WITHSS NOTED OTHERWISE
INV OR IE INVERT ELEVATION
JT JOINMUM W/0 WITHOUT
MAX MIN MINIMUM WSDOT WASHINGTON STATE DEPARTMENT OF
MH MANHOLE TRANSPORTATION (STD. SPEC. 1986)
N NORTH SWIF WELDED WIRE FABRIC
@ AT
C I T Y OF R E N T O N
DEPARTMENT OF PUBLIC WORKS
SUBSTATION 1
STORM RELOCATION PLAN
CDNS{'RUR.i'erl:- Ylolis -3aL(t Roailgblc. - RENTON 115 KV CONVERSION
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RAAMN L.wLLYEANAVEE
8 App SUR d F.N., AEV NOTES 6 pELD ® DD EW NN 05,!0.91 pw I• � 20' -0•
pEq® B.OUNLAP —
pA.21.91 I A AEV. LINE A, ELECT DUCT, GEN. NOTE W 00 KY BA 03 .15,91
odn Aa. B.waW �x Aooa oA,. � .....................
® M CUM LV/08,22.91/14.25
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