HomeMy WebLinkAboutSWP3402014.2s
�+ ti�t`K CONNECT 2" PVC STS (SD) DUMP
� � +/ DRAIN TO NEW 42 " RCP STS (SD)
- NEW 2-4x2 DB C
EXIST _MH + s� SEE PROFILE c8 c 17
TOP 26.07 - \, A \ \
\ INV 18.97 f I
D
� \ PROVIDE SUMP PUMP �� STA 0+85 INSTALL UV 712-LA C8 CI7
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y TOP 25.74 SEE SHT C2 FOR ADD L y` T 3
INV 24 I4 REQUIREMENTS �\ ��'��,� hti o \ TYPE II - 96"0 CITY OF
12" STS (SD) + R NTON ST -..-ELAN 3.2.3
' RIM = 26.1
INV
SHEAR 2 L+� PROVIDE ELECTRICALLY
-_ s" s1s_ {so ��o \ \�o� PIN C 17 C3 I NSULATTED FENCE SECTION
-- _ ti o - _ + TO ISOLATE SUBSTATION
��T-` - __ �- / FENCE FROM SURROUNDING
RCP SD _`'�"' %'! o� FENCE, SEE DRAWING
-- ) 110-109-2100 E9
x �;X:�Xx•�R�Txr- ��� PLUG -_� +
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EXISTING
NEW
SURFACE FEATURES
--- -'�
ASPHALT
-
CURB
CONCRETE
,',P4ae'D .
CONTOUR
84.85
ELEVATIONS
81 .75
MONUMENT
------
PAINT STRIPING
STRUCTURES
CATCH BASIN
■
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FENCE
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RIM = 26 I �•\
T
I NV = 18.82 ± 36 "W ) `� o°� � SAWCUT (SEE �ti ! + \ • s\ - - ---- - - - -- ---
INV = 18,32 42"NE �/ ti�h� NOTES 2 & 3)
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141
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Eau PLUG `�ti \ O
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CONNECT TO \ �`
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NOTES 2&3)
/
----'------ PROVIDE ELECTRICALLY INSULATED
�'b FENCE SECTION TO ISOLATE SUBSTATION
FENCE FROM SURROUNDING FENCE
�+ SEE DWG, 1 10-109-2100 E9
Xx:. k o \ SEE
..� - / + NEW 12„ PVC SEE C9 PROFILE Cs c 1 7
8'" STS (SD .
_-8" F IRE_.___-_ ABANDON 42" PLUG SUBSTATION I
STS (SD)
1 I \\
r -fir_ PLUG + PLUG
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- -- 1-L \ �
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---------
SAWCUT (SEE NEW',,, \` SEE NOTE 9
NOTES 2&3) , RCP STS,,'` �, �e,9N i� v
(s + '
i.
CONN TO
_NEW _MH 6 48 STS S �r<
SAWCUT (SEE
C8 C 19 STA 2+ 1 3
RIM = 26,0 \� _ .� �. �
xI r \ h
10P-26 41 INV = 17.8± 42"SW __ _-� �+
INV 1`0 41 INV = 17.31 48"NE
NOTES 2&3) PLUG
---- ___ __ + \ ------ - NEW -48> -STS S
41
rK- -
RIGHT-OF-WAY \V \ D) 3
BENCHMARK: USC&GS L384 - MONUMENT @ NE CORNER \\ NE
8TH & PARK, RENTON, WA.
E LEV = 26.26 +tip
TEMP,BM: BOLT IN NW FACE PP, NE OF 10-100 BLDG,
APPROXIMATELY 50 SOUTH OF SUBSTATION I, \
ELEV = 27.67
- zo
5
111
T7P_E IIl - 96"0C I TY OF
R NTON ST LAN 3.2.3
RIM= 25.8 �sr
INV = 16. 791 �(ID)
SUBSTATION I STORM RELOCATION PLAN
- 20'-0"
UTILITIES
CAP
I
ELEC. U.G.
-E-
SAN
- SAN -
F I RE
---F---
LUMINAIRE-
STORM
_. STS (SD) -
TELEPHONE
N
MIM =
INV =
2
\ \
v\
NEW MH #1 3 \
STA 0+00 c8 c18 \,
RIM = 26.4 \
I NV = 17. 10 42"NW
I NV = 16.60 48"S \
INV = 16.61 48"E \ ��
fCf' 00 \STs
u'T\JTOP 25.93
INV 18.73 \
RECOMMENDED
FOR APPROVAL
BY �rnvKctc.. -j- 3 -Yj
5r0 Wj4
TEK oMLY
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
TO, THE WORK AREA. DAMAGE SHALL BE REPAIRED TO LIKE NEW CONDITION,
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 AT 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.
11. 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
ASTM
CB
C.O.
DIA OR 0
E
EA
EF
EJ
EL
EQUIP
ES
EXP
EXIST OR EX
EW
FD
INV OR IE
JT
MAX
MIN
MH
N
ABBREVIATIONS
AMERICAN SOCIETY FOR
TESTING AND MATERIALS
CATCH BASIN
CLEAN OUT
DIAMETER
ELECTRIC
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
EQUIPMENT
EACH SIDE
EXPANSION
EXISTING
EACH WAY
FIRE
INSIDE DIAMETER
INVERT ELEVATION
JOINT
MAXIMUM
MINIMUM
MANHOLE
NORTH
CoN5 ku4eA - U A5_B 1' (+ Aoai 1o,,61c.
C DEL Ex WATER, ADD 12' PVC, REV MHS
8 ADD SUMP d F,H,, REV NOTES d DEMO
D REV. CB CALLOUTS DD�� N KH D8.21.91 A REV, LINE A, ELECT DUCT, GEN. NOTE
M0. IrlvM DV APPR DA-M NM owvmnDN
NGVD
NATIONAL GEODETIC VERTICAL
DATUM (1929 DATUM)
N.I.C.
NOT IN CONTRACT
OC
ON CENTER
OH
OVERHEAD
OD
OUTSIDE DIAMETER
R
RADIUS
SHT
SHEET
SIM
SIMILAR
SPEC
SPECIFICATIONS
STS (SD)
STORM SEWER
STD
STANDARD
T/C
TOP OF CURB
TYP
TYPICAL
T
THICKNESS
UG
UNDERGROUND
UNO
UNLESS NOTED OTHERWISE
W/
WITH
W/0
WITHOUT
WSDOT
WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION (STD. SPEC, 1988)
WWF
WELDED WIRE FABRIC
@
AT
;,
0\
8D DO WEM KH 07,09.91
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SUBSTATION 1 -
STORM RELOCATION PLAN
RENTON 115 KV CONVERSION
MOMM K . MILLER DAM 03 . D4.91-
DMWW L.VOLLMERHAUSE
8D DD M KH 05 ,10.91
mac I 8 , DUNLAP �OA1! I 20 "-�. �p ►Aar -
8D DD WEW BA 03.15.91
MY I AVPR DATE APPwovm- C8 - 20
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