HomeMy WebLinkAboutzW-3827SetEP STA 32+80.04
A ,
EXISTING 66" WATER MAIN, PROTECT IN PLACE
EXISTING 8" WATER MAIN, PROTECT IN PLACE
11+00
IF
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RAISE EXISTING GAS APPURTENANCE LID
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2 3 4
APPROXIMATE LOCATION OF
FUTURE CURB BULB BY CITY OF RENTON
EXISTING BUILDING, PROTECT IN PLACE
UPPER FLOORS/ BALCONY
PROTECT IN PLACE EXISTING GAS LINE
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PROTECT IN PLACE EXISTING COMMUNICATION LINES
SAWCUT EXISTING CONCRETE
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BP STA 30+00.00
POTENTIAL ELECTRICAL TRANSFORMER, COORDINATE WITH PSE
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STA.25+60.a, ( AVENUE)
' --STORM DRAIN LINE, PROTECT IN PLACE
Se, 2NOEL
INSTALL IRRIGATION WATER LINE AND DCVA
I PER CITY OF RENTON STANDARDS 320.1 AND 340.8
v/00/00NO/y/041
INSTALL NEW FIRE HYDRANT ASSEMBLY
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PER CITY OF RENTON STANDARD 310.1
INSTALL DOMESTIC WATER LINE -
WI BUILDING
/ PER CITY OF RENTON STANDARD 320.4
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INSTALL NEW TYPE 223 -LA HANDHOLE
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REUSE EXISTING SIDE SEWER LINE, SEE SE ,,,'ER NOTE - - - - -
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I0STALL :_W FIRE HYDRANT ASSEMBLY, I ,
E SHEE ' C3.1 AND C3.2
kPPROXIMATELY 1:� '' EARANCE W
OVER EXISThG "IkATER MAIN INSTA. '_ NEW 12" WATER
CLEARANCE OVER ESTiNG FIBER II 1 SEE SHEET C3.1 AND C3.2
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INSTALL NEW 29 LF 6 SIDE SEWER
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- TION WITH CLEANOUT
" ER c TY OF RENTON STANDARDS 406.1 AND 406.2
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RIM= 44.69 EXI NG 8 WATER MAIN, TO BE ABANDONED j
IE= 42.94
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-I
PER CITY OF I - EX 14101,
� -SEWER LINE, PROTECT IN PLACE
2%'�/ � RENTON STANDARD 403��
EX T9►RM DRAIN LINE, PROTECT IN PLACE
I 1 ` EX TINS �L TRICAL/ COMMUNICATION CONDUIT,
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P IN, ...PLACE
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II IN ALL_NEW FIRE HYDRANT ASSEMBLY,
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I� r-� z SHEET C3.1 AND C3.2 W
EXISTING GAS METER, PROTECT IN PLACE
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FUTURE STREETLIGHT (TYP)
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EXISTING 6" WATER MAIN, TO BE ABANDONED
Q
I INSTALL NEW 29 LF 6" SIDE SEWER
I CONNECTION WITH CLEANOUT
-� PER CITY OF RENTON STANDARDS 406.1 AND 406.2
NEW TYI `E 2 JUNCTION BOX (TYP) WITH
INSTALL,t-TION AND CONNECTION TO STREETLIGHT
I PER CIT' OF RENTON STANDARD 119
I
NEW STREETLIGHT (TYP),
SEE DETAIL SHEET C5.6
REUSE EXISTING STREETLIGHT CONDUIT
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--f--- SEE WATER UTILITY COt4NECTION DETAIL, ABOVE RIGHT
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PROPOSED BUILDING COLUMN (TYP)
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WATER UTILITY CONNECTION
SCALE: 1'=5'
GRAPHIC SCALE
20 0 10 20
INS)
I inch 20 it.
7
SEWER NOTES
1. POT HOLE AND CAMERA TO VERIFY INVERT ELEVATION,
LOCATION, AND CONDITION. RELINE AS DIRECTED BY
ENGINEER IN ACCORDANCE WITH CIN OF RENTON
STANDARD. THE SIDE SEWER MAY ONLY BE REUSED
IF IT IS PVC.
2. PER THE PLUMBING CODE BACK WATER VALVES ARE
REQUIRED ON ALL SIDE SEWERS WHERE THE FINISHED
FLOOR ELEVATION IS LOWER THAN THE ELEVATION OF
THE THE NEXT UPSTREAM MANHOLE RIM ELEVATION.
UPC 2009 SECTION 710.1.
NOTE
ALL NEW AND EXISTING HAND HOLES &VALVES SHALL BE
RAISED TO GRADE AND FURNISHED WITH NON-SKID LIDS
POWER AND GAS NOTE
CONTRACTOR SHALL COORDINATE WITH PSE REGARDING
SERVICE LOCATION AND SIZING OF NATURAL GAS AND
POWER SERVICE FOR THE PROPOSED DEVELOPMENT.
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6" DUCTILE IRON
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INSTALL NEW WALL MOUNTED FDC
UNDER SEPARATE PERMIT
CONTRACTOR NOTE
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INSTALL COMMERCIAL
WATER LINE AND RPBA
WITHIN BUILDING
PER CITY OF RENTON
STANDARD 320.2
INSTALL FIRE WATER LINE
AND POST INDICATOR VALVE
ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
CITY OF RENTON
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Date
Date :
Date
Date-
UNDERGROUND
date:
UNDERGROUND SERVICE ALERT
ONE—CALL NUMBER
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(800)424-5555
CALL TWO BUSINESS DAYS
BEFORE YOU DIG
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SHEET TITLE:
SITE UTILITY
PLAN
SHEET N0.
C3. 0
SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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W/M STA. 0+50 = 20+08.499 8.4' RT- - ----CONTRACTOR NOTE
INSTALL 12"X12"TEE (FL. X FL.)" 111,11
CONCRETE THRUST BLOCKINGfm . '� ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION.
,
3 12" GATE VALVE (FL. X M.J.)
.
ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN .
NIPPLE (M J X M J)
2 - 2.5 D.I. .. .. AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY/111
2 - 12" LONG SOLID SLEEVES (M.J. X M.J.) v
CONNECT NEW 12" WA RTO I OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF
T I I THOSE RECORDS AND SURVEY FOR THE FINAL LOCATION OF
EXISTING 12" D.I. MATER EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION :, I I : , " /
PER T1Y, "OE'��N ON °STA ARD 300.4I I ,
'�" "'� CONTACT THE UTILITY OWNER/AGENCY. /6 L.F.
SEE NOTE 5
1 " TYPE K P,PE-R TI"BING
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EXISTING WATER METER (TYP)
j ; POT HOLD 'ItEQIS`fD SEE NOTE 8 I 46 L.F.
SEE N011= 5
6" CL. 52 D.I. PIPE
I i,„"" EXISTING 8" C.I. WATER LINE I I _
TO BE ABANDONED BY CITY F RENTON 53 L1111, �:_" ,J�� i_,,,� � i� � i5,?
1i �.F.
AFTER 12" WATER MArN INS ELATION 1- 2 " TYPE K
1111 _ I COPPER TUBING
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--� STREET RESTORATION
�y/�������� PER CITY OF RENTON STANDARD W/M STA. 3+25 22+83.88, 8.45' RT
111,1
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ENLA ED WATER UTILITY
ECTIDETAIL SHEET C3.0
k /U. 3+42 = STA. 23+00.93, 5.47' LT
;�7A;NEW FIRE 14YDRANT ASSEMB Y
PER CITY OF RENTON STANDARD 310
FLANGE ELEVATION=S 44.88
36 L. F.
6" CL. 52 D.I. PIF
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70 L.F.
4" CL. 52 D.I. PIPE
INCLUDING BYPASS � _
23+17.24, 11.9" RT
INSTALL 12" GATE VALVE (FL. X 4A. .
W/M STA. 4+50 �. �F09�0, �7' LT
INSTALL NEW FIRE HYDRANT S MBLY
PER CITY OF RENTON STAND R 10�
FLANGE ELEVATI = 45.03
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CITN' OF RENTON
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Date:
�11 26 L.F.
12" CL. -52 D.I. PIPE
I� 4'
,OF. 4 OF COVER
_ _�T� += __ STA._24+9� .0 _25. LT
=T- -INST LL NEW FIRE HYDRANT ASSEMBLY -
PER CITY OF RENTON STANDARD 310.1
FLAN TION= 44,57
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„ / 36 L.F. 6" C . 52 D.I. PIPE
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REPLACE 4 12 X 2 �% INSTALL 4 DOMESTIC WATER UNE AND METER tl�t/A T PIP 1'*1
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_ UL 12 CL 52 E
/ IN,STALL 1 2 COMMERCIA WATER U E AND METER
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CONCRETE PANELS
PER CITY OF RENTON STANDARD 320.4 MIN. 4' OF C/ER
■
R CITY CIENTON STANDARD 320 2 PROVIDE DDCVA ASSEMBLY WITHIN BUILDING MECHANICAL ROOM n
1111 11
;1111.. �' ,
I'll,�,. PROVIDE RPBA ASSEMB WITHI DIN EXISTING 6" C
°�STiN`G 6 WATT LINE TO REMAIN, "
Lel N BUIL G
EXISTING 12 STORM DRAIN LINE C.I.
WATER LINE (A
BA N
/; % 9 L.F. TO BE ABANDONED BY CITY OF RENTON
I'll"POOTECT IN PLACE 15 L.F. IV
EXISTING SIDE SEWER (TYP) 12" CL. 52 D.I. PIPE 12" CL. 52 D.I. PIPE 93 L.F. AFTER 12" WATER MAIN INSTALLATION
�11N. 4' OF COVER MIN. 4' OF COVER 12" CL. 52 D.I. PIPE
" POT HOLE REQ _ MIN. 4' of covER GRAPHIC SCALE
UESTED TYP
EXISTING 12 D.I. WATER LINE SEE NOTE 4 W/M STA. 3+36 = STA. 22+94.'93', 10.93 RT
INSTALL 6" FIRE UNE &DDCVA ASSEMBLY W/M STA. 3+39 =STA. 22+97.50, 10.93 RT zo o 10 20
EXISTING 66" STEEL WATER UNE, 8' COVER, VERIFY MAINTAIN 7.5' HORIZONTAL SEPARATION
WITHIN BUILDING SPRINKLER ROOM INSTALL 1" IRRIGATION WATER UNE METER & DCVA ASSEMBLY
(OUTSIDE WALL TO OUTSIDE WALL) WITH POST INDICATOR VALVE PER CITY OF RENTON STANDARD 320.1 & 340.8
P LAN " PER CITY OF RENTON STANDARD 360.5
aA
EXISTING 52" STEEL WATER UNE, 8' COVER, VERIFY
BETWEEN NEW 12 WATER LINE AND EXISTING STORM C
SCALE:1 "= 20' 6 L. F. 1 inch = 20 ft.
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MIN. 4' OF COVER
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CONSTRUCTION SEQUENCING NOTE
1. WHERE NEW WATER LINE CROSSES EXISTING UTILITIES (EXCEPT SANITARY SEWER
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3. CATHODIC PROTECTION NEEDED FOR THE NEW 12 WATER LINE WHERE THE
SHORTER NIPPLE PIECES AS NECESS RY TO CONSTRUCT THE DESIRED TIE-IN. 9.
THE CITY OF RENTON WATER
AND STREET DEPARTMENT CREWS WILL RESTORE
.�
AS NOTED BELOW), PROVIDE MINIMUM 1' CLEARANCE. IN LOCATIONS WHERE 1'
EXISTING 66" SPU TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO 6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO
THE ROADWAY TRENCH CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
MINIMUM CLEARANCE CANNOT BE OBTAINED, PROVIDE AND INSTALL ETHAFOAM
BE INSTALLED PER DETAILS PROVIDED BY THE CITY OF RENTON FOUND ON
WATER MAIN INSTALLATION.
WATER SERVICES TO THE NEW 12 WATER MAIN IN MAIN AVENUE S. CITY CREWS
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
CUSHIONING.
SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR CROSSING OVER 7.
APPROXIMATE SIZE AND DEPTH OF Ti -'E EXISTING COMMUNICATION DUUT THAT IS
WILL RESTORE THE CONCRETE
ROADWAY AT S. 3RD FOR THE ABANDONMENT OF
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
2. WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN
THE EXISTING SPU WATER LINES.
CROSSED AT W/M STA. 5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD
THE EXISTING 8" WATER MAIN
ON THE WEST SIDE OF THE ROAD. THE CONCRETE
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
SHALL BE 1.5' MINIMUM ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5'
4. THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE,
DRAWINGS IN THE AREA. CONTRACTOR TO POTHOLE AND LOCATE THE EXISTING
RESTORATION WORK RELATED
TO THE ABANDONMENT OF THE 6" WATER LINE ON
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL PIPE LENGTH SHALL BE
AND TYPE OF EXISTING UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL
COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
THE EAST SIDE OF THE ROAD
TO BE COMPLETED BY CONTRACTOR UPON
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
ENGINEERING DESIGN. 8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY
CONNECTION OF THE NEW 12"
WATER MAIN TO THE EXISTING 12" WATER MAIN.
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER
5. CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO
SERVED BY THE EXISTING 6" AND 8" WATER LINES WILL BE RECONNECTED TO
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REMAINING UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.
MAIN PIPE OR ENCASING THE EXISTING SEWER MAIN IN CONCRETE.
12" WATER MAIN INSTALLATION. CONTRACTOR TO USE PIPE DEFLECTION OR
THE NEW 12" WATER UNE UPON COMPLETION.
r-yu-nik
50'
CONNECT TO -
EXISTING 12"
D.I. WATER MAIN
40'
30'
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A 1.
WHERE NEW WATER LINE CROSSES EXISTING UTILITIES (EXCEPT SANITARY SEWER AS NOTED BELOW),
�
PROVIDE MINIMUM 1' CLEARANCE. IN LOCATIONS WHERE 1' MINIMUM CLEARANCE CANNOT BE OBTAINED,
N
PROVIDE AND INSTALL ETHAFOAM CUSHIONING.
2.
WHERE NEW WATER LINE CROSSES AN EXISTING SANITARY SEWER, WATER MAIN SHALL BE 1.5' MINIMUM
v�
ABOVE THE CROWN OF THE SEWER PIPE. IF 1.5' VERTICAL CLEARANCE CANNOT BE OBTAINED, A FULL
{, J
PIPE LENGTH SHALL BE INSTALLED CENTERED OVER THE SEWER CROSSING. THE CITY OF RENTON MAY
12" CON C. E IE
IDENTIFY ADDITIONAL CROSSING REQUIREMENTS, SUCH AS CASING THE WATER MAIN PIPE OR ENCASING
�bl S
IVa
THE EXISTING SEWER MAIN IN CONCRETE.
3.
CATHODIC PROTECTION NEEDED FOR THE NEW 12" WATER LINE WHERE THE EXISTING 66" SPU
STA. 25+43.750
TRANSMISSION MAIN CROSSES. CATHODIC PROTECTION IS TO BE INSTALLED PER DETAILS PROVIDED BY
F
THE CITY OF RENTON FOUND ON SHEET C5.5. UTILITY CONSENT LETTER NEEDED FROM SPU FOR
N
CROSSING OVER THE EXISTING SPU WATER LINES.
4.
THE PROJECT DEVELOPER SHALL SECURE BY POTHOLING THE EXCAVATION, SIZE, AND TYPE OF EXISTING
s
UTILITIES CRITICAL TO CONSTRUCTION PRIOR TO FINAL ENGINEERING DESIGN.
5.
CONTRACTOR TO POTHOLE AND LOCATE EXISTING 8" C.I. WATER MAIN PRIOR TO 12" WATER MAIN
8" TILE N IE =
INSTALLATION. CONTRACTOR TO USE PIPE DEFLECTION OR SHORTER NIPPLE PIECES AS NECESSARY TO
B
CONSTRUCT THE DESIRED TIE-IN.
6.
CONTRACTOR TO REPLACE TRAFFIC INDUCTION LOOPS AS NECESSARY DUE TO WATER MAIN
STA. 26+65.05,
INSTALLATION.
7.
APPROXIMATE SIZE AND DEPTH OF THE EXISTING COMMUNICATION DUCT THAT IS CROSSED AT W/M STA.
Z
5+74 IS BASED ON ASSUMPTIONS FROM UTILITY RECORD DRAWINGS IN THE AREA. CONTRACTOR TO
54" SSMH
POTHOLE AND LOCATE THE EXISTING COMMUNICATION DUCT PRIOR TO WATER MAIN INSTALLATION.
8.
EXISTING WATER METERS ALONG MAIN AVENUE SOUTH THAT ARE CURRENTLY SERVED BY THE EXISTING
cn
6" AND 8" WATER LINES WILL BE RECONNECTED TO THE NEW 12" WATER LINE UPON COMPLETION.
9.
THE CITY OF RENTON WATER AND STREET DEPARTMENT CREWS WILL RESTORE THE ROADWAY TRENCH
D
CROSSINGS RELATED TO THE TRANSFER OF THE EXISTING WATER SERVICES TO THE NEW 12" WATER
= 41.63
MAIN IN MAIN AVENUE S. CITY CREWS WILL RESTORE THE CONCRETE ROADWAY AT S. 3RD FOR THE
li
ABANDONMENT OF THE EXISTING 8" WATER MAIN ON THE WEST SIDE OF THE ROAD. THE CONCRETE
RESTORATION WORK RELATED TO THE ABANDONMENT OF THE 6" WATER LINE ON THE EAST SIDE OF
THE ROAD TO BE COMPLETED BY CONTRACTOR UPON CONNECTION OF THE NEW 12" WATER MAIN TO
THE EXISTING 12" WATER MAIN
IC
ID
C
CONSTRUCTION SEQUENCING NOTE
THE NEW 12" WATER MAIN MUST BE INSTALLED, TESTED, AND
ACCEPTED PRIOR TO ABANDONING THE EXISTING 8" AND 6"
WATER MAINS. ALL EXISTING WATER SERVICES ALONG MAIN
AVENUE S. BETWEEN S. 2ND STREET AND S. 3RD STREET WILL
BE RECONNECTED TO THE NEW 12" WATER MAIN BY THE CITY OF
RENTON. THE CITY OF RENTON WILL ABANDON 8" AND 6"
WATER MAINS. CONTRACTOR CAN COMMENCE WITH THE
REMAINING UTILITY CONSTRUCTION WITHIN THE RIGHT OF WAY.
EXISTING STORM AND SANITARY STRUCTURES
O1
STA. 25+40.10,
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�
1.27' RT
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� VERTICAL BEND NOTE
CONCRETE BLOCKING WITH MEGALUGS IS TO BE USED FOR THE
3-11-1/4' VERTICAL BENDS AT W/M STA. 5+629 5+719 AND
5+76. 11-1/4' VERTICAL BEND LOCATED AT W/M STA. 5+86 TO
BE SHACKLED TO THE CONCRETE ANCHOR FOR THE VERTICAL
BEND LOCATED AT W/M STA. 5+76. PIPE NORTH OF W/M STA.
5+86 TO BE SHACKELED FOR TWO FULL PIPE JOINTS. SHACKLE
RODS AND TIE -BOLTS ARE IN ACCORDANCE WITH CIN OF
RENTON STANDARD 330.5
Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\14012-0023- Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C302
3
EXISTING 8" C.I. WATER LINE
W/M STA. 5+59 = �
STA. 25+17.30 9.21' RT I�
INSTALL` 12 rINSULATED
FLEXIBLE COUPLING D
PER CITY OF���
RENTON STANDARD
/ ° D
INSTALL TYPE F1 4rq
fl o
FLUSH MOUNTED ° r
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D �
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STANDARD
F,
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2
FUTURE STREETLIGHT (TYP)
EXISTING 8" C.I. WATER LINE
TO BE ABANDONED BY CITY OF RENTON
AFTER 12" WATER MAIN INSTALLATION
20 L.F.
12" CL. 52 D.I. PIPE
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D
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.I. WATER
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• INSTALLATION PER CITY OF NTON STANDARD
101 L.F.
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STATION PER CITY OF AS NEEDED TO AVOID PROTECT IN PLACE
SEATTLE STANDARD OBSTRUCTIONS
PLAN NUMBER 360 AND
SEATTLE PUBLIC
UTILITIES DETAIL A,
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ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED
HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED
ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO
CONSTRUCTION CONTACT THE UTILITY OWNER/AGENCY.
t'iTY OF RENTON
Approved bv. D :
Approved bv: BDOUL rnP,& urs- Date: 6
Approval bv- este:
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ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO
LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE
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t'iTY OF RENTON
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