HomeMy WebLinkAboutP_I-405_BRT_CUD5_30_Percent_Plans_220210_v1Cutthro
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CreekIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIRRGOVERNMENTUNITEDSTATESGOVERNMENTRR CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITYDRAWING No.:SHEET No.:REV:LOCATION ID:THE PREPARATION OF THIS DOCUMENT HAS BEEN FINANCED IN PART THROUGH A GRANT FROM THEU.S. DEPARTMENT OF TRANSPORTATION FEDERAL TRANSIT ADMINISTRATION UNDER THE URBANMASS TRANSPORTATION ACT OF 1964, AS AMENDED, AND IN PART BY THE CENTRAL PUGET SOUNDREGIONAL TRANSIT AUTHORITY DISTRICT OF WASHINGTON, AND THE STATE OF WASHINGTONREVIEWED BY:NAME:TITLE:DATE:02/03/22 | 8:55 AM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-GZT500.DWGCONTRACT LOCATION MAPPREPARED BY:SUBMITTED BY:NAME:TITLE:DATE:I-405 BUS RAPID TRANSITSOUTH RENTON TCAE 0054-17CONTRACT UNIT DESCRIPTION 530% FINAL SUBMITTALSUBMITTAL DATE (FEBRUARY 11, 2021)R. GORMANPROJECT MANAGERBOOK405-GZT50140510SOUTH RENTON TC AND ROADWAYVOLUMENPROJECT LOCATIONFURTADO & ASSOCIATES, INC.Consulting Engineers901 5TH AVE., SUITE 2710SEATTLE, WA. 98164PHONE (206) 621-1218IBI GROUP801 Second Avenue – Suite 1400Seattle WA 98104 USAtel 206 521 9091 fax 206 521 9095ibigroup.comFOR REFERENCE ONLY. ProposedTemporary Use Permit (TUP) scope ofwork is limited to soil remediation andtemporary artwork only. All otherimprovements referenced in these plansare not proposed as part of the TUPapplication.
1 405-GZT501 COVER SHEET
2 405-GZI501 INDEX OF DRAWINGS
3 405-GZI502 INDEX OF DRAWINGS
4 405-GZK501 KEY MAPS SOUTH RENTON TC AND RAINIER AVE S
8 405-CRY501 RAINIER AVE S IN RENTON
9 405-CRY502 RAINIER AVE S AND HARDIE AVE SW IN RENTON
10 405-CRY503 SOUTH RENTON TC
11 405-CRY504 LAKE AVE S
12 405-CRY505 S GRADY WAY
22 405-CAV504 SOUTH RENTON TC AND LAKE AVE S
23 405-CDP501 SOUTH RENTON TC
24 405-CDP502 SOUTH RENTON TC
25 405-CDP503 RAINIER AVE S
SOUTH RENTON TC & RAINIER AVE S
5 405-RPP501 SOUTH RENTON TC
6 405-RPP502 SOUTH RENTON TC
12 405-CRY505 S GRADY WAY
13 405-CXP501 SOUTH RENTON TC
14 405-CXP502 RAINIER AVE S
6 405-RPP502 SOUTH RENTON TC
7 405-RMP501 SOUTH RENTON TC
14 405-CXP502 RAINIER AVE S
15 405-CAP501 SOUTH RENTON TC
16 405-CAP502 RAINIER AVE S
16 405-CAP502 RAINIER AVE S
17 405-CPP501 SOUTH RENTON TC
18 405-CPP502 RAINIER AVE S
18 405-CPP502 RAINIER AVE S
19 405-CAV501 SOUTH RENTON TC
20 405-CAV502 SOUTH RENTON TC
21 405-CAV503 SOUTH RENTON TC
22 405-CAV504 SOUTH RENTON TC AND LAKE AVE S
28 405-CDD503 SOUTH RENTON TC
29 405-UCP501 SOUTH RENTON TC
30 405-UCP502 RAINIER AVE S
30 405-UCP502 RAINIER AVE S
31 405-CMP501 SOUTH RENTON TC
32 405-CMP502 RAINIER AVE S
33 405-TSP502 RAINIER AVE S & HARDIE AVE SW
RAINIER AVE S & S GRADY WAY IN RENTON33405-TSP502 RAINIER AVE S & HARDIE AVE SW
34 405-TIP501 RAINIER AVE S & S GRADY WAY IN RENTON
35 405-TIP502 RAINIER AVE S & HARDIE AVE SW IN RENTON
SOUTH RENTON TRANSIT CENTER35405-TIP502 RAINIER AVE S & HARDIE AVE SW IN RENTON
36 405-TNP501 SOUTH RENTON TRANSIT CENTER
37 405-TNP502 RAINIER AVE S
SOUTH RENTON TRANSIT CENTER38405-ASP501 SOUTH RENTON TRANSIT CENTER
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S38405-ASP501 SOUTH RENTON TRANSIT CENTER
39 405-LHP501 SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S39405-LHP501 SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
40 405-LPP501 SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S40405-LPP501 SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
41 405-LRP501 SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
43 405-ELP502 RAINIER AVE S & HARDIE AVE SW IN RENTON
44 405-JEP501 SOUTH RENTON TC
45 405-JEP502 SOUTH RENTON TC
46 405-JEP503 SOUTH RENTON TC
47 405-JEP504 SOUTH RENTON TC
25 405-CDP503 RAINIER AVE S
26 405-CDD501 SOUTH RENTON TC & RAINIER AVE S
27 405-CDD502 SOUTH RENTON TC
28 405-CDD503 SOUTH RENTON TC
42 405-ELP501 SOUTH RENTON TC
43 405-ELP502 RAINIER AVE S & HARDIE AVE SW IN RENTON
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/02/22 | 6:11 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-GZI500.DWGBRT-405-GZI500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
INDEX OF DRAWINGS
NTS
CONTRACT UNIT DESCRIPTION 5
GENERAL
INDEX OF DRAWINGS
405-GZI501
2 0
SHT. No.DWG. No.TITLEREV
DEMOLITION AND REMOVAL PLANS
RIGHT-OF-WAY PLANS
ROADWAY TYPICAL SECTIONS
GENERAL
RIGHT-OF-WAY MONUMENTATION PLANS
ALIGNMENT PLAN AND DATA
DRAINAGE PLANS
COMPOSITE UTILITY PLANS
PAVING PLANS
PAVEMENT MARKING PLANS
VERTICAL ALIGNMENT AND SUPERELEVATION PLANS
SIGNAL PLANS
TRAFFIC SIGNAL PRIORITY PLANS
SIGNING PLANS
STATION PLATFORM PLANS
HARDSCAPE PLANS
PLANTING PLANS
IRRIGATION PLANS
STATION ELECTRICAL AND COMMUNICATION PLAN
DRAINAGE DETAILS
LIGHTING PLANS
92 405-MHN501 HVAC LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
93 405-MHN502 HVAC GENERAL NOTES SOUTH RENTON TC
94 405-MHP501 HVAC PLAN - LEVEL 1 SOUTH RENTON TC
95 405-MHP502 HVAC PLAN - LEVEL 2 SOUTH RENTON TC
96 405-MHP504 HVAC PLAN - LEVEL 4 SOUTH RENTON TC
97 405-MHP505 HVAC ENLARGED PLAN - LEVEL 1 SOUTH RENTON TC
98 405-MHP506 HVAC ENLARGED PLAN - LEVEL 1 SOUTH RENTON TC
99 405-MHP507 HVAC ENLARGED PLAN - LEVEL 2 AND 4 SOUTH RENTON TC
100 405-MHS501 HVAC CONTROL SCHEMATICS SOUTH RENTON TC
101 405-MHS502 HVAC SCHEDULES SOUTH RENTON TC
102 405-MHS503 HVAC SCHEDULES SOUTH RENTON TC
103 405-MHD501 HVAC DETAILS SOUTH RENTON TC
PLUMBING LEGENDS AND ABBREVIATIONS SOUTH RENTON TC103405-MHD501 HVAC DETAILS SOUTH RENTON TC
104 405-MPN501 PLUMBING LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
105 405-MPP501 PLUMBING PLAN LEVEL B1 SOUTH RENTON TC
106 405-MPP502 PLUMBING PLAN LEVEL 1 SOUTH RENTON TC
107 405-MPP503 PLUMBING PLAN LEVEL 2 SOUTH RENTON TC
108 405-MPP506 PLUMBING PLAN LEVEL 5 SOUTH RENTON TC
109 405-MPS501 PLUMBING RISER SOUTH RENTON TC
110 405-MPS502 PLUMBING SCHEDULES SOUTH RENTON TC
FIRE PROTECTION LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
110 405-MPS502 PLUMBING SCHEDULES SOUTH RENTON TC
111 405-MFN501 FIRE PROTECTION LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
112 405-MFN502 FIRE PROTECTION GENERAL NOTES SOUTH RENTON TC
113 405-MFP501 FIRE PROTECTION PLAN - LEVEL 1 SOUTH RENTON TC
114 405-MFP502 FIRE PROTECTION PLAN - LEVEL 2 SOUTH RENTON TC
115 405-MFP503 FIRE PROTECTION PLAN - LEVEL 3 SOUTH RENTON TC
116 405-MFP504 FIRE PROTECTION PLAN - LEVEL 4 SOUTH RENTON TC
117 405-MFP505 FIRE PROTECTION PLAN - LEVEL 5 SOUTH RENTON TC
118 405-MFD501 FIRE PROTECTION DETAILS SOUTH RENTON TC
119 405-EPN501 ELECTRICAL LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
120 405-ESP501 ELECTRICAL GARAGE SITE PLAN SOUTH RENTON TC
121 405-EPP501 POWER PLAN - LEVEL 1 SOUTH RENTON TC
122 405-EPP502 POWER PLAN - LEVEL 2 SOUTH RENTON TC
123 405-EPP503 POWER PLAN - LEVEL 3 SOUTH RENTON TC
124 405-EPP504 POWER PLAN - LEVEL 4 SOUTH RENTON TC
125 405-EPP505 POWER PLAN - LEVEL 5 SOUTH RENTON TC
126 405-EEP501 ELECTRICAL ENLARGED PLANS SOUTH RENTON TC
127 405-EPS501 ELECTRICAL ONE LINE SOUTH RENTON TC
128 405-ETN501 TECHNOLOGY LEGENDS AND ABBREVIATIONS SOUTH RENTON TC
129 405-ETP501 TECHNOLOGY PLAN - LEVEL 1 SOUTH RENTON TC
130 405-ETP502 TECHNOLOGY PLAN - LEVEL 2 SOUTH RENTON TC
131 405-ETP503 TECHNOLOGY PLAN - LEVEL 3 SOUTH RENTON TC
132 405-ETP504 TECHNOLOGY PLAN - LEVEL 4 SOUTH RENTON TC
133 405-ETP505 TECHNOLOGY PLAN - LEVEL 5 SOUTH RENTON TC
134 405-ETE501 TECHNOLOGY ENLARGED PLANS SOUTH RENTON TC
135 405-ETD501 TECHNOLOGY DETAILS SOUTH RENTON TC
71 405-AZN501 GENERAL ARCHITECTURAL ABBREVIATIONS & SYMBOLS SOUTH RENTON TC
72 405-AZN502 GENERAL ARCHITECTURAL NOTES SOUTH RENTON TC
73 405-AZN503 BUILDING CODE INFORMATION SOUTH RENTON TC
74 405-AZP501 GARAGE EXITING PLAN - LEVEL 1 AND 2 SOUTH RENTON TC
75 405-AZP502 GARAGE EXITING PLAN - LEVEL 3 AND 4 SOUTH RENTON TC
76 405-AZP503 GARAGE EXITING PLAN - LEVEL 5 SOUTH RENTON TC
77 405-ASP501 GARAGE SITE PLAN SOUTH RENTON TC
78 405-APP501 GARAGE FLOOR PLAN - LEVEL 1 SOUTH RENTON TC
79 405-APP502 GARAGE FLOOR PLAN - LEVEL 2 SOUTH RENTON TC
80 405-APP503 GARAGE FLOOR PLAN - LEVEL 3 SOUTH RENTON TC
81 405-APP504 GARAGE FLOOR PLAN - LEVEL 4 SOUTH RENTON TC
82 405-APP505 GARAGE FLOOR PLAN - LEVEL 5 SOUTH RENTON TC
83 405-APP506 GARAGE ENLARGED FLOOR PLAN SOUTH RENTON TC
84 405-APP507 GARAGE ENLARGED FLOOR PLAN SOUTH RENTON TC
85 405-APP508 GARAGE ENLARGED FLOOR PLAN SOUTH RENTON TC
86 405-ARP501 GARAGE ROOF PLAN SOUTH RENTON TC
87 405-AEE501 GARAGE EXTERIOR ELEVATIONS - NORTH AND EAST SOUTH RENTON TC
88 405-AEE502 GARAGE EXTERIOR ELEVATIONS - SOUTH AND WEST SOUTH RENTON TC
89 405-AEE503 GARAGE EXTERIOR 3D - NW/SE VIEWS SOUTH RENTON TC
90 405-AEE504 GARAGE EXTERIOR 3D - NE/SW VIEWS SOUTH RENTON TC
91 405-AEX501 GARAGE LONGITUDINAL AND TRANSVERSE SECTIONS SOUTH RENTON TC
48 405-SZN501 GENERAL NOTES SOUTH RENTON TC
49 405-SZN502 GENERAL NOTES SOUTH RENTON TC
50 405-SZN503 GENERAL NOTES SOUTH RENTON TC
51 405-SZN504 GENERAL NOTES SOUTH RENTON TC
52 405-SFP501 FOUNDATION PLAN SOUTH RENTON TC
53 405-SGP501 SLAB PLAN - LEVEL 1 AND 1.5 SOUTH RENTON TC
54 405-SGP502 FRAMING PLAN - LEVEL 2 AND 2.5 SOUTH RENTON TC
55 405-SGP503 FRAMING PLAN - LEVEL 3 AND 3.5 SOUTH RENTON TC
56 405-SGP504 FRAMING PLAN - LEVEL 4 AND 4.5 SOUTH RENTON TC
57 405-SGP505 FRAMING PLAN - LEVEL 5 AND 5.5 SOUTH RENTON TC
58 405-SZE501 ELEVATIONS SOUTH RENTON TC
59 405-SZE502 ELEVATIONS SOUTH RENTON TC
60 405-SZX501 SECTIONS SOUTH RENTON TC
61 405-SZX502 SECTIONS SOUTH RENTON TC
62 405-SZD501 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
63 405-SZD502 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
64 405-SZD503 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
65 405-SZD504 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
66 405-SZD505 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
67 405-SZD506 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
68 405-SZD507 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
69 405-SZD508 TYPICAL CONCRETE DETAILS SOUTH RENTON TC
70 405-SZD509 TYPICAL CMU DETAILS SOUTH RENTON TC
SHT. No.DWG. No.TITLEREV SHT. No.DWG. No.TITLEREV
INDEX OF DRAWINGS
DES
DWN
CHK
APP
1" = 40'
CONTRACT UNIT DESCRIPTION 5
GENERAL
INDEX OF DRAWINGS
405-GZI502
3 ----
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:03 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-GZI500.DWGBRT-405-GZI500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GARAGE HVAC PLANS AND DETAILS
GARAGE PLUMBING PLANS AND DETAILS
GARAGE FIRE PROTECTION PLANS AND DETAILS
GARAGE ELECTRICAL PLANS AND DETAILS
GARAGE STRUCTURAL PLANS AND DETAILS
GARAGE ARCHITECTURAL PLANS AND DETAILS
SW GRA
D
Y
W
A
Y
SW 7TH ST RAINIERAVE SHARDIEAVE SWSR-167I-405SW GRA
D
Y
W
A
Y
SW 7TH ST RAINIERAVE SHARDIEAVE SWSR-167I-405SW GRA
D
Y
W
A
Y
SW 7TH ST RAINIERAVE SHARDIEAVE SWSR-167SW GRA
D
Y
W
A
Y
SW 7TH ST RAINIERAVE SHARDIEAVE SWSR-167CONTRACT UNIT DESCRIPTION 5
GENERAL
KEY MAPS
SOUTH RENTON TC AND RAINIER AVE S
405-GZK501
4 0
1" = 300'
N
SCALE IN FEET
0150 300300 600
(1" = 300')
SOUTH RENTON
TRANSIT CENTER STATION
LAKE AVE S
END WORK
BEGIN WORK
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 8:47 AM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-GZK500.DWGBRT-405-GZK500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
LHP - HARDSCAPE
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS 405-**P501 405-**P502
01 02
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
SOUTH RENTON
TRANSIT CENTER STATION
LAKE AVE S
END WORK
BEGIN WORK
CAP - ALIGNMENT
CDP - DRAINAGE
CMP - PAVEMENT MARKING
CPP - PAVING
CXP - DEMOLITION AND REMOVAL
ELP - ILLUMINATION
LPP - PLANTING
LRP - IRRIGATION
TNP - SIGNING
UCP - COMPOSITE UTILITY
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=40' DRAWING SETS 405-**P501 405-**P502
01 02
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
01
02
SOUTH RENTON
TRANSIT CENTER STATION
LAKE AVE S
END WORK
BEGIN WORK
JEP - STATION ELECTRICAL AND COMMUNICATION
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=50' DRAWING SETS 405-**P501
01
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
01
01
SCALE: 1" = 300'
KEY MAP - 1"=20' SCALE SHEETS
SCALE: 1" = 300'
KEY MAP - 1"=40' SCALE SHEETS
SCALE: 1" = 300'
KEY MAP - 1"=50' SCALE SHEETS NOTE: ENLARGED ARCHITECTURE AND SYSTEMS DETAIL
SHEETS NOT SHOWN IN KEY MAPS.
405-TIP502
405-TIP501
405-TSP502
405-RPP501
405-RPP502
SOUTH RENTON
TRANSIT CENTER STATION
LAKE AVE S
END WORK
BEGIN WORK
CDP - DRAINAGE
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=30' DRAWING SETS 405-**P501 405-**P502
01 02
**P = DESIGN ELEMENT PLAN VIEW DESIGNATION
SCALE: 1" = 300'
KEY MAP - 1"=30' SCALE SHEETSI-405I-405405-CDP503
01
02
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
XXXXX XXXXX X XXXXXXXXX
XXXXXX
XSDSDSDSDSDSDSDSDSDSDSDSD
SD
SDSDSDSDSDSDS GRADY WAY10+0912+00 14+00BP = 10+08.61PC = 12+56.31150+00152+00154+00156+00158+00160+00161+0010+08.61, 0.00'11+4610+0019+2610+0012+0014+0016+0018+
0
0 14+0016+0018+0018+309+7510+00
12+00
1/4 SECTION LINEDRAINAGE ESMTWATER EASEMENTEX 20' PUBLIC UTILITY ESMTREC NO. 9103110844N77°28'16"E 1041.30' (MON-TO-MON ALONG R/W CENTERLINE)50'50'50'50'50'50'65'VARIESEX 10' WATERLINE ESMTREC NO. 7408260268EX 162.5' WIDE ELECTRIC POWERTRANSMISSION ESMT (LYING SO OF7TH ST. & NO OF FORMER R.R. R/W)REC NO. 3364759EX OVERHEAD POWER ESMTREC NO. 3180315,MODIFIED BYREC NO. 86030200379REC NO. 20110812001718EX SLOPE & UTILITY ESMTREC NO. 20110812001718EX 4' SLOPE & UTILITY ESMTREC NO. 20110812001718EX. WATER ESMTREC NO. 9103110843EX 15' PUBLIC UTILITY ESMTREC NO. 9103110843EX 10' SEWER ESMTREC NO. 5292274EX 27'X80' SUPPORTSTRUCTURE ESMTREC NO. 8603020379EX 27'X80' TRANSMISSIONLINE STRUCTURE ESMTREC NO. 7910260750EX OVERHEAD POWER ESMTREC NO. 8603020379EX PUBLIC UTILITY ESMTREC NO. 8702250475RAINIER AVE S405-C-RAINIER S LINE405-C-GRADY W LINEN01°23'38"E 292.21' (R/W CENTERLINE)Δ=40°09'59"R=716.30'L=502.15'(R/W CENTERLINE)(R/W CENTERLINE)405-C-RAINIER-LAKE-DRWYMON IS 0.09' E AND 0.05'NOF PCMON #411(SEE MONUMENTATION PLANSFOR MON DATA)MON #401(SEE MONUMENTATIONPLANS FOR MON DATA)MON #423(SEE MONUMENTATIONPLANS FOR MON DATA)BEGIN 405-C-LAKEAVE S LINESTA 9+74.53N=174979.07E=1298831.71DRAINAGE ESMT10'15'10'E EEEEEEWWW
W
W
WWWWWWWWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWN01°23'38"E
405-C-LAKEAVE S LINE405-C-CENTERISLAND S LINEEX OVERHEAD POWER ESMTREC NO. 3180315,MODIFIED BYREC NO. 86030200379END 405-C-GRADY WAYSTA 161+00N=175028.77E=1299055.35405-C-CENTERISLAND S LINEVARIESNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" AT
FULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:02/03/22 | 12:41 PM | LIN94S:\1924 - ST I-405 BRT\ROW\SHEET FILES\CUD5\BRT-405-RPP500.DWG
BRT-405-RPP500FACILITY ID:PHASE 3 - 30% SUBMITTALI-405 BRTAE 0054-1702/11/22PRELIMINARY405FURTADO & ASSOCIATES, INC.Consulting Engineers901 5TH AVE., SUITE 2710SEATTLE, WA. 98164PHONE (206) 621-1218R. GORMAN02/11/22T. DAVIDSONA. ALIMOVAJ. BECKERJ. BECKER1"=40'CONTRACT UNIT DESCRIPTION 5RIGHT-OF-WAYRIGHT-OF-WAY PLANSSOUTH RENTON TRANSIT CENTER405-RPP5015SCALE IN FEET040208040(1" = 40')NSOUND TRANSITR/W NO.PARCEL NO.(TAX ACCOUNT NO.)OWNERSPARCEL AREASQ. FT.FEEACQUISITIONSQ. FT.REMAINDERSQ. FT.PERMANENTESMT SQ. FT.TEMPORARYCONSTRUCTIONESMT SQ. FT.KING CO.RECORDINGNO.1BRI-1501923059032STATE OF WASHINGTON40,091NW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M.PERMANENT EASEMENT*291,362* PARCEL AREAS BELOW ARE FROM THE COUNTY ASSESSOR RECORDSSEE DWG 405-RPP502STATE OFWASHINGTON1923059032R/W NO.BRI-15019230590681923059035R/W NO.BRI-151 (RTN-001)1923059063(CPSRTA)SOUND TRANSIT1923059074345BRI-151 (RTN-001)1923059035(CPSRTA)SOUND TRANSIT149,290192305906882,371192305907443,2112(CPSRTA)SOUND TRANSIT(CPSRTA)SOUND TRANSIT(CPSRTA)SOUND TRANSITBRI-152 (RTN-002)BRI-153 (RTN-003)(CPSRTA)SOUND TRANSIT(CPSRTA)SOUND TRANSIT192305906386,249BRI-154 (RTN-004)(CPSRTA)SOUND TRANSITWSDOT LIMITED ACCESSTEMPORARY CONSTRUCTION EASEMENTPROPERTY LINELEGENDEASEMENT LINE TEMPORARYEXISTING RIGHT-OF-WAY LINESTREET CENTER LINESECTION LINER/W NO.BRI-152 (RTN-002)R/W NO.BRI-153 (RTN-003)R/W NO.BRI-154 (RTN-004)BEGIN 405-C-RAINIER LINESTA 10+08.61=405-C-GRADY WAYSTA 150+00N=174790.12E=1297981.551,395R/W CENTERLINE INTX:N=174791.22E=1297986.18NOTES:1.SEE THE INDIVIDUAL PARCEL MAPS (RECORDED, NOT INTHIS CONTRACT) FOR DETAILS OF THE ACQUISITIONS.2.SEE SHEET 405-CAP501 FOR ALIGNMENT DATA.EASEMENT LINE PERMANENT
UNKNOWN UTIL X XXXXXXXXXXXXXXXXXXXXXX
XXX
SDSDSDRAINIER AVE S16+00 18+00 20+0010+00BP = 10+00.00
17+6510+0012+0014+0016+009+5110+0012+0014+0016+0018+0018+3014+7014+00HARDIE AVE SW1/4 SECTION LINEWATER EASEMENTVARIESVARIESVARIESN41°33'37"E 726.56' (R/W CENTERLINE)EX 10' WATERLINE ESMTREC NO. 7408260266EX 10' ELECTRICAL ESMTW/IN WEST 20' "AS CONSTRUCTED"REC NO. 8502040500EX 10' WATERLINE ESMTREC NO. 8506060564EX 15' UTILITIES ESMTREC NO. 8506060565EX OVERHEAD POWER ESMTREC NO. 8603020379EX 10' SEWER ESMTREC NO. 5292274EX OVERHEAD POWER ESMTREC NO. 3180315MODIFIED BYREC NO. 86030200379EX 162.5' WIDE ELECTRIC POWERTRANSMISSION ESMT (LYING SO OF7TH ST. & NO OF FORMER R.R. R/W)REC NO. 3364759EX 162.5' WIDE ELECTRIC POWEREX OVERHEAD POWER ESMTREC NO. 3180315,MODIFIED BYREC NO. 86030200379EX SLOPE & UTILITY ESMTREC NO. 20110812001718EX SLOPE & UTILITY ESMTREC NO. 20110812001718Δ=40°09'59"R=716.30'L=502.15'(R/W CENTERLINE)405-C-RAINIER S LINETO BE DEDICATEDTO CITY (26 S.F.)DRAINAGE ESMT10'10'W
WWWWWWWWWWWWWWWWWW
W
W
WWN01°23'38"E
12.15'405-C-LAKEAVE S LINE405-C-CENTERISLAND S LINEEX OVERHEAD POWER ESMTREC NO. 3180315,MODIFIED BYREC NO. 86030200379405-C-CENTERISLAND N LINE405-C-CENTERISLAND S LINE18.5'
15.5'
18.
5
'
15.5'VARIESNo.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" AT
FULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:02/03/22 | 12:40 PM | LIN94S:\1924 - ST I-405 BRT\ROW\SHEET FILES\CUD5\BRT-405-RPP500.DWG
BRT-405-RPP500FACILITY ID:PHASE 3 - 30% SUBMITTALI-405 BRTAE 0054-1702/11/22PRELIMINARY405FURTADO & ASSOCIATES, INC.Consulting Engineers901 5TH AVE., SUITE 2710SEATTLE, WA. 98164PHONE (206) 621-1218R. GORMAN02/11/22T. DAVIDSONA. ALIMOVAJ. BECKERJ. BECKER1"=40'CONTRACT UNIT DESCRIPTION 5RIGHT-OF-WAYRIGHT-OF-WAY PLANSOUTH RENTON TRANSIT CENTER405-RPP5026SCALE IN FEET040208040(1" = 40')NNW 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M.SEE DWG 405-RPP501STATE OFWASHINGTON1923059032R/W NO.BRI-15019230590351923059063R/W NO.BRI-154 (RTN-004)(CPSRTA)SOUND TRANSIT(CPSRTA)SOUND TRANSIT1923059031R/W NO.BRI-149RENTON PROPHOLDING LLC1923059053R/W NO.BRI-148D & C INVESTMENTS LLCSOUND TRANSITR/W NO.PARCEL NO.(TAX ACCOUNT NO.)OWNERSPARCEL AREASQ. FT.FEEACQUISITIONSQ. FT.REMAINDERSQ. FT.PERMANENTESMT SQ. FT.TEMPORARYCONSTRUCTIONESMT SQ. FT.KING CO.RECORDINGNO.1BRI-1481923059053D & C INVESTMENTS LLC*37,702* PARCEL AREAS BELOW ARE FROM THE COUNTY ASSESSOR RECORDS3BRI-1501923059032SEE DWG 405-RPP5014BRI-151 (RTN-001)5BRI-154 (RTN-004)19230590632BRI-1491923059031RENTON PROP HOLDING LLC*189,2371923059035SEE DWG 405-RPP501SEE DWG 405-RPP5015,7336,594WSDOT LIMITED ACCESSPROPERTY LINELEGENDRIGHT-OF-WAY LINEEASEMENT LINE TEMPORARYEXISTING RIGHT-OF-WAY LINESTREET CENTER LINESECTION LINER/W NO.BRI-151 (RTN-001)R/W DEDICATIONTEMPORARY CONSTRUCTION EASEMENTPERMANENT EASEMENTNOTES:1.SEE THE INDIVIDUAL PARCEL MAPS (RECORDED NOT INTHIS CONTRACT) FOR DETAILS OF THE ACQUISITIONS.2.SEE SHEET 405-CAP501 FOR ALIGNMENT DATA.405-C-LAKEAVE S LINE BEGIN 405-C-CENTERISLAND N LINESTA 10+00N=175469.62E=1298163.69BEGIN 405-C-CENTERISLAND S LINESTA 9+51.35N=175446.52E=1298093.79EASEMENT LINE PERMANENT
R
A
I
N
I
E
R
A
V
E
S
S GRADY WAYI-405LIND AVE SWSR-167
TALBOT RD S
MAPLE AVE SW
I-
4
0
5S 14TH STREETS 7TH STREET1/4 SECTION LINE
1/16 SECTION LINE 303401411412300301423SW 7TH STREET1/16 SECTION LINESECTION LINESW GRADY WAYHARDIE AVE SW
SHATTUCK AVE ST. DAVIDSONA. ALIMOVAJ. BECKERJ. BECKER1"=200'CONTRACT UNIT DESCRIPTION 5RIGHT-OF-WAYRIGHT-OF-WAY MONUMENTATION PLANSSOUTH RENTON TRANSIT CENTER405-RMP5017SCALE IN FEET0100200200400(1" = 200')NMONUMENT COORDINATE TABLEPOINT NO.NORTHINGEASTINGELEVATIONDESC303175885.411299146.1824.27MON IN CASE401174791.241297986.2728.10MON IN CASE411175083.391297993.3828.13MON IN CASE412175891.261298012.9525.46MON IN CASE423175017.141299002.7725.50MON IN CASENE 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M.NW 1/4 NE 1/4 SEC 19,T 23 N, R 5 E; W.M.SW 1/4 NE 1/4 SEC 19,T 23 N, R 5 E; W.M.SE 1/4 NE 1/4 SEC 19, T 23 N, R 5 E; W.M.NE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M.SE 1/4 NW 1/4 SEC 19, T 23 N, R 5 E; W.M.No.DATEDSNCHKAPPREVISIONSUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:CONTRACT No.:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" AT
FULL SCALE DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:02/03/22 | 12:37 PM | LIN94S:\1924 - ST I-405 BRT\ROW\SHEET FILES\CUD5\BRT-405-RMP500.DWG
BRT-405-RMP500FACILITY ID:PHASE 3 - 30% SUBMITTALI-405 BRTAE 0054-1702/11/22PRELIMINARY405FURTADO & ASSOCIATES, INC.Consulting Engineers901 5TH AVE., SUITE 2710SEATTLE, WA. 98164PHONE (206) 621-1218R. GORMAN02/11/22HORIZONTAL DATUM:BEARINGS ARE REFERENCED TO THE STATE PLANE GRID OF THE WASHINGTONCOORDINATE SYSTEM OF 1983, 2011 ADJUSTMENT (NAD83/2011) NORTH ZONE, AND THE UNITOF MEASURE IS THE U.S. SURVEY FOOT.PROJECT GRID COORDINATES BASED UPON WSDOT MONUMENTS GP17405-29 (POINT #300)AND GP17405-336 (POINT #301), OBSERVED BY CONVENTIONAL TOTAL STATIONOBSERVATIONS.SCALE FACTOR = 1, WHERE GRID = GROUND MEASUREMENTS FOR PROJECT LIMITS.VERTICAL DATUM:ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICALDATUM OF 1988 (NAVD88), DERIVED FROM LEVEL TIES TO WSDOT MONUMENTS GP17405-29(POINT #300) AND GP17405-336 (POINT #301).HORIZONTAL CONTROL PRECISION:THE PRECISION OF THE HORIZONTAL CONTROL SURVEY PERFORMED FOR THIS NETWORKAND SHOWN HEREON HAS MET A MINIMUM OF 1:50,000, SECOND ORDER, CLASS I ASDEFINED BY THE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THETITLE, "STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS",AUTHORED BY THE FEDERAL GEODETIC CONTROLCOMMITTEE IN SEPTEMBER 1984.VERTICAL CONTROL PRECISION:THE PRECISION OF THE VERTICAL CONTROL AND OF SUPPORTING VERTICAL GROUNDSURVEYS HAS MET THE MINIMUM SECOND ORDER, CLASS II LOOP CLOSURE, AS DEFINED BYTHE FEDERAL GEODETIC CONTROL COMMITTEE AND PUBLISHED UNDER THE TITLE"STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS", AUTHORED BYTHE FEDERAL GEODETIC CONTROL COMMITTEE IN SEPTEMBER 1984.CITY OF RENTONMONUMENT NOTES:1.THE HORIZONTAL AND VERTICAL CONTROLMONUMENTS LISTED ON THIS DRAWING ARE FORTHE PURPOSE OF ESTABLISHING LINE ANDGRADE FOR THE CONSTRUCTION OF THE I-405BUS RAPID TRANSIT PROJECT. SECONDARYSURVEY CONTROL POINTS SHOULD BEESTABLISHED USING THESE MONUMENTS.2.THE MONUMENTS SHOWN ON THIS DRAWINGMAY HAVE BEEN UTILIZED TO DETERMINEEXISTING STREET R/W LINES AND PROPERTYLINES, OR MAY BE IN THE VICINITY OF THECONSTRUCTION ZONE AND THEREFORE INPOSSIBLE DANGER OF BEING DESTROYED ORMOVED. IN ACCORDANCE WITH RCW 58.09.130,ANY MONUMENT SHOWN HEREON AND ANYOTHER MONUMENTS THAT MAY BE FOUND NEARTHE CONSTRUCTION ZONE (SUCH AS PROPERTYCORNERS), EVEN IF NOT CURRENTLY KNOWNABOUT AND SHOWN HEREON, SHALL BEPRESERVED THROUGH THE PROCESS OF AN"APPLICATION FOR PERMIT TO REMOVE ORDESTROY A SURVEY MONUMENT" SUBMITTED TOTHE WASHINGTON STATE DEPARTMENT OFNATURAL RESOURCES.WSDOT LIMITED ACCESSPROPERTY LINELEGENDRIGHT-OF-WAY LINE301 (GP17405-336)174016.60130790.60119.18SURFACE MON300 (GP17405-29)173646.881297951.2347.67SURFACE MON
GENERAL NOTES:
1.SEE SHEETS 405-CPP501 -502 FOR PAVING PLANS.
2.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
TYPICAL SECTION NOTES:
2 HOT MIX ASPHALT
3 BASE COURSE
4 CEMENT CONCRETE CURB & GUTTER
5 CEMENT CONCRETE SIDEWALK
16 CEMENT CONCRETE EXTRUDED CURB
STA. 17+81.50 TO STA. 18+51.44
RAINIER AVE S TYPICAL SECTION
405-C- RAINIER S
CONSTRUCTION LINE
0.5'
EX CURB
VARIES
8.5'-12'
EX SWLK
& LSCP
12'
TURN LANE
11'
THRU LANE
11'
THRU LANE
13'
BUS ONLY
LANE
0.5'
CURB
VARIES
9.5'-1.5'
EX MEDIAN
& LSCP
0.5'
EX CURB
13.5'
EX SWLK
& LSCP
12'
THRU LANE
VARIES
2.4'-0'
BUS
ONLY
LANE
11'
THRU LANE
VARIES
0'-12'
THRU LANE
11'
THRU LANE
16
VARIES
0' - 5.0'
EX LSCP
VARIES
0' - 4.0'
EX LSCP
STA. 14+07.84 TO STA. 16+29.22
RAINIER AVE S TYPICAL SECTION
405-C- RAINIER S
CONSTRUCTION LINE
12'
TURN LANE
11'
THRU LANE
11'
THRU LANE
VARIES
0'-14'
TURN
LANE
VARIES
2'-17.5'
EX MEDIAN
& LSCP
12'
THRU LANE
11'
THRU LANE
VARIES
0'-12'
THRU LANE
11'
THRU LANE
4
5
8.0'
LSCP
VARIES
33'-40'
SWLK
BUILDING FACE
9.3'
LSCP
8.0'
SIDEWALK
5 4
4.5'
LSCP
VARIES
LSCP
0.5'
EX CURB
VARIES
8.0' - 22.0'
EX SWLK
& LSCP
VARIES
0' - 13.0'
EX LSCP
STA. 15+53.63 TO STA. 16+29.22
2
3
10"
9"
CONTRACT UNIT DESCRIPTION 5
CIVIL
ROADWAY TYPICAL SECTIONS
RAINIER AVE S IN RENTON
405-CRY501
8 0
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 12:49 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CRY500.DWGBRT-405-CRY500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEETS 405-CPP501 -502 FOR PAVING PLANS.
2.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
TYPICAL SECTION NOTES:
1 2" HMA GRIND AND OVERLAY
2 HOT MIX ASPHALT
3 BASE COURSE
4 CEMENT CONCRETE CURB & GUTTER
17 RECONSTRUCT SIDEWALK AND PLANTER
16 CEMENT CONCRETE EXTRUDED CURB
5 CEMENT CONCRETE SIDEWALK
EXISTING
PLANTER
VARIES
24.0' - 25.0'
THRU LANE
2
3
4
0.5'
EX CURB
STA. 748+79.50 TO STA. 749+57.65
VARIES
24.0' - 27.0'
TURN LANE
VARIES
14.0'-5.0'
EX SWLK
1
0.5'
EX CURB
VARIES
0'-30.0'
PLANTER & SWLK
405-C-HARDIE SW
CONSTRUCTION LINE
HARDIE AVE SW TYPICAL SECTION
17
12"
8"
VARIES
8.0'-16.0'
SWLK
5
STA. 18+51.44 TO STA. 20+88.27
RAINIER AVE S TYPICAL SECTION
405-C-RAINIER S
CONSTRUCTION LINE
VARIES
13'-0'
BUS LANE
0.5'
CURB
VARIES
0'-12.5'
EX MEDIAN
& LSCP
1.5'
EX MEDIAN
& LSCP
12'
TURN LANE
0.5'
EX CURB
VARIES
8.5'-12'
EX SWLK
& LSCP
12'
BAT LANE
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
0.5'
EX CURB
13.5'
EX SWLK
& LSCP
12'
THRU LANE
11'
THRU LANE
2
3
16
VARIES
0' - 5.0'
EX LSCP
VARIES
0' - 4.0'
EX LSCP
10"
9"
CONTRACT UNIT DESCRIPTION 5
CIVIL
ROADWAY TYPICAL SECTIONS
RAINIER AVE S AND HARDIE AVE SW IN RENTON
405-CRY502
9 0
NTS
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 12:49 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CRY500.DWGBRT-405-CRY500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEETS 405-CPP501 -502 FOR PAVING PLANS.
2.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
TYPICAL SECTION NOTES:
3 BASE COURSE
4 CEMENT CONCRETE CURB & GUTTER
14 MEDIAN TRANSIT ISLAND, SEE PAVING
PLANS FOR FINISH
5 CEMENT CONCRETE SIDEWALK
6 CEMENT CONCRETE ROADWAY
PAVEMENT
2 HOT MIX ASPHALT
15 DOWELED CURB
VARIES
15.0' - 18.0'
BUS LANE
405-C- CENTERISLAND N
VARIES
15.0' - 18.0'
BUS LANE
VARIES
8.0' - 14.0'
SWLK
0.5'
CURB
VARIES
0'-35'
BUS PLATFORM
VARIES
14.0' - 16.5'
BUS LANE
405-C- CENTERISLAND S
0.5'
CURB
VARIES
0' - 5.5'
LSCP
0.5'
CURB
TRANSIT CENTER - PLATFORM- TYPICAL SECTION
0.5'
CURB
BUILDING FACE
VARIES 53' - 70'
6
3
15151515
55
14
6
3
405-C- CENTERISLAND N:
STA. 10+00.00 TO 12+04.55
STA. 12+40.74 TO 13+33.92
17.0'
SWLK
10.0'
LSCP
VARIES
14.0' - 16.5'
BUS LANE
11"
6"
11"
6"
405-C- CENTERISLAND N
35'
CONCRETE PAVEMENT
405-C- CENTERISLAND S
0.5'
CURB
TRANSIT CENTER - NO PLATFORM- TYPICAL SECTION
0.5'
CURB
BUILDING FACE
VARIES 64' - 68'
6
3
1515
5
5
405-C- CENTERISLAND N:
STA. 12+04.55 - 12+40.74
VARIES
8.0' - 14.0'
SWLK
10.0'
LSCP
VARIES
20.5' - 22.0'
SWLK
VARIES
15.0' - 18.0'
BUS LANE
VARIES
15.0' - 18.0'
BUS LANE
VARIES
14.0' - 15.0'
BUS LANE
VARIES
14.0' - 15.0'
BUS LANE
11"
6"
VARIES
LSCP
VARIES*
THRU LANE
VARIES*
THRU LANE
405-C- RAINIER - LAKE - DRWY
405 -C - GRADY- DRWY
0.5'
CURB
VARIES
LSCP
0.5'
CURB
3
2
4
GRADY, RAINIER AND LAKE DRIVEWAYS- TYPICAL SECTION
4
*: 405-C- RAINIER - LAKE - DRWY: 12.0' - 13.0'
405 -C - GRADY- DRWY: 12.0'
5"
8"
CONTRACT UNIT DESCRIPTION 5
CIVIL
ROADWAY TYPICAL SECTIONS
SOUTH RENTON TC
405-CRY503
10 0
NTSDES
DWN
CHK
APPNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 12:49 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CRY500.DWGBRT-405-CRY500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEETS 405-CPP501 -502 FOR PAVING PLANS.
2.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
TYPICAL SECTION NOTES:
1 2" HMA GRIND AND OVERLAY
2 HOT MIX ASPHALT
3 BASE COURSE
4 CEMENT CONCRETE CURB & GUTTER
5 CEMENT CONCRETE SIDEWALK
8.0'
SIDEWALK
VARIES
14.0' - 20.5'
THRU LANE
VARIES
16.0' - 28.0'
THRU LANE
STA. 10+00.00 TO STA. 11+89.62
LAKE AVE S TYPICAL SECTION
VARIES
EX SIDEWALK
& LSCP
405-C-LAKE AVE S
VARIES
LAKE DRWV
VARIES
EX SIDEWALK
& LSCP
VARIES
14.5' - 28.0'
THRU LANE
STA. 11+50.41 TO STA. 11+84.83 STA. 11+27.89 TO STA. 11+84.83
2
3
5
2
3
4
VARIES
6.5' - 14.5'
2
3
WORK BY OTHERS
8.0'
LSCP
VARIES
8.0' - 13.0'
8"
5"
9"
10"
10"
9"
8.0'
SIDEWALK
VARIES
19.5' - 24.0'
THRU LANE
VARIES
15.0' - 23.5'
THRU LANE
STA. 13+81.47 TO STA. 14+63.38
LAKE AVE S TYPICAL SECTION
VARIES
EX SIDEWALK
& LSCP
405-C-LAKE AVE S
4 4
5
23
VARIES
2.5' - 5.5'
LSCP
9"10"
VARIES
TRANSIT CENTER
13.5'
THRU LANE
STA. 11+89.62 TO STA. 13+81.47
LAKE AVE S TYPICAL SECTION
VARIES
EX SIDEWALK
& LSCP
VARIES
14.0' - 25.5'
THRU LANE
VARIES
14.0' - 25.5'
THRU LANE
VARIES
LSCP
405-C-LAKE AVE S
STA. 11+84.83 TO STA. 12+80.70
4
2
3
23
10"
9"
9"10"
CONTRACT UNIT DESCRIPTION 5
CIVIL
ROADWAY TYPICAL SECTIONS
LAKE AVE S
405-CRY504
11 0
NTSDES
DWN
CHK
APPNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 12:49 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CRY500.DWGBRT-405-CRY500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEETS 405-CPP501 -502 FOR PAVING PLANS.
2.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
3.PAVEMENT DEPTHS NOT SHOWN. TO BE
DETERMINED IN FINAL DESIGN
TYPICAL SECTION NOTES:
1 2" HMA GRIND AND OVERLAY
4 CEMENT CONCRETE CURB & GUTTER
5 CEMENT CONCRETE SIDEWALK
2 HOT MIX ASPHALT
3 BASE COURSE
STA. 156+48.23 TO STA. 158+98.11
S GRADY WAY TYPICAL SECTION
STA. 151+38.85 TO STA. 156+48.23
S GRADY WAY TYPICAL SECTION
405-C-GRADYW
CONSTRUCTION LINE
VARIES
0'-4.0'
EX GORE
VARIES
0'-11'
TURN LANE
0.5'
EX CURB
11'
THRU LANE
11'
THRU LANE
VARIES
0'-11'
TURN LANE
11'
THRU LANE
11'
THRU LANE
5
4
0.5'
CURB
7.5'
SWLK
8.0'
LSCP
5.0'
EX SWLK
405-C-GRADYW
CONSTRUCTION LINE
VARIES
0'-12'
TURN LANE
0.5'
EX CURB
VARIES
0'-12'
TURN LANE
12'
THRU LANE
11'
THRU LANE
12'
THRU LANE
11'
THRU LANE
5
4
0.5'
CURB
8.0'
SWLK
8.0'
LSCP
5.0'
EX SWLK
4.0'
EX LSCP
2
3
2
3
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 2:54 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CRY500.DWGBRT-405-CRY500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
CONTRACT UNIT DESCRIPTION 5
CIVIL
ROADWAY TYPICAL SECTIONS
S GRADY WAY
405-CRY505
12 0
NTS
02/11/2021
DES
DWN
CHK
APP
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X
X
X
X XXX
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CONC
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D
S
D
SD
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SDSDS
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SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD SDSDSD
SD
SD
SD
S
S
S
S
FOFOEEEEEEE
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FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FO
FO FOFOFO
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X
X
X X
X
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X
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X X
X
X X X
X XXX
XXX
XX XXX X
X
X
X
X
XX
X
X
X X X X X X X X X X
XXXXXX
CONC XXXXX/
///
///
///////////
//////////////////////
/
////////
///////////////////////
/
/
////////
/////////////////////////////////////////////////////////////////////OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE//////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////
/
/////////////////
/
/
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
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E
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TT
T
T
T
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T
T
T
T
T
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G
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W
W
W
W
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EE
E
EE
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T
TEEGGFOFOFOC
EFOG EBOREHOLE
GA-10
EL=26.31
BOREHOLE
SB-1
EL=27.17
BOREHOLE
GA-14
EL=26.36
BOREHOLE
P-14
EL=25.43
BOREHOLE
GA-1
EL=25.09
BOREHOLE
GA-2
EL=25.98
BOREHOLE
RW10
EL=25.30
BOREHOLE
GA-3
EL=25.97
BOREHOLE
GA-4
EL=26.06
BOREHOLE
SH-5
EL=26.22
BOREHOLE
GA-8
EL=26.69
BOREHOLE
GA-5
EL=27.71
BOREHOLE
GA-7
EL=27.67
BOREHOLE
GA-6
EL=27.90
BOREHOLE
SB-2
EL=27.29
BOREHOLE
GA12
EL=26.45
BOREHOLE
GA-13
EL=26.06
BOREHOLE
P-15
EL=25.66
FO
FO
FO
FO
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
405-C-G
r
a
d
y
W405-C-RainierS40
5
-
C
-
H
a
r
d
i
e
S
W
1
15
15
15
15
15
15
PROPERTY LINE, TYP
43
43
42
42
42
42
42
42
12
12
1
3
1
3
1
3
3
3
1
2
2
3
2
12+0014+0016+0018+0075
0
+
0
0
75
0
+
0
0
152+00
154+00
156+00
158+00
160+00
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+
0
0
17+65
10+00
12+
0
0
14+00 16+00
9+
5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
S GRAD
Y
W
A
YRAINIER AVE SLAKE AVE SSTA 158+98.11, 15.93' LT
END
STA 158+98.15, 27.14' LT
STA 158+55.16, 42.55' LT
END
405
-
C
-
C
e
n
t
e
r
I
s
l
a
n
d
N
405-C-CenterIslandN
40
5
-
C
-
G
r
a
d
y
-
D
r
w
y
405
-
C
-
R
a
i
n
i
e
r
-
L
a
k
e
-
D
r
w
y
3
STA 159+15.41, 63.75' LT
44
45
46
STA 151+38.85, 17.20' LT
END
STA 151+38.88, 28.76' LT
END
STA 151+38.89, 46.58' LT
END
47
47
STA 13+48.11, 33.49' LT
3
STA 14+58.96, 43.74' LT
STA 13+97.67, 37.91' LT
STA 14+53.90, 34.52' LT
BEGIN
STA 14+58.96, 43.74' LTSTA 14+58.96, 43.74' LT
END
STA 14+72.06, 22.61' RT
STA 13+81.47, 14.79' RT
BEGIN
STA 12+79.06, 14.68' RT
END
STA 12+63.06, 14.77' RT
BEGIN
STA 13+81.46, 0.00' RT
END
STA 13+81.45, 13.79' RT
STA 11+78.14, 12.95' RT
STA 11+27.92, 7.87' RT
BEGIN
STA 11+27.98, 16.03' RT
END
42
1AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinLEGEND:
HMA
PAVEMENT
REMOVAL
CLEARING AND
GRUBBING
SAWCUT LINE
CLEARING AND
GRUBBING LIMITS
CURB REMOVAL
CONCRETE
SIDEWALK
REMOVAL
STRUCTURE
REMOVAL
HMA GRINDING GRAVEL
REMOVALAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinDEMOLITION AND REMOVAL NOTES:
1 REMOVE EXISTING CEMENT CONCRETE SIDEWALK
2 REMOVE EXISTING CONCRETE CURB
3 REMOVE EXISTING CONCRETE CURB
AND GUTTER
12 REMOVE EXISTING ASPHALT PAVEMENT
16 HMA GRIND PER TYPICAL SECTION SHEETS.
SEE SHEETS 405-CRY501 - 505.
15 CLEAR AND GRUB EXISTING VEGETATION
42 REMOVE EXISTING STRUCTURE
43 REMOVE GRAVEL
46 REMOVE EXISTING GATE
45 REMOVE EXISTING BOLLARD
44 REMOVE EXISTING CONCRETE FOUNDATION
47
REMOVE EXISTING ASPHALT PAVEMENT.
SEE CITY OF RENTON STD PLAN - 110
FOR PAVEMENT RESTORATION
REQUIREMENTS.
GENERAL NOTES:
1.SEE SHEETS 405-UCP501 - 502 FOR UTILITY
RELOCATIONS.
2.SEE SHEETS 405-CDP501 - 502 FOR DRAINAGE
PLANS.
3.SEE SHEETS 405-CPP501 - 502 FOR PAVING PLANS.
4.SEE SHEETS 405-CRY501 - 505 FOR TYPICAL
ROADWAY SECTIONS.
5.SEE SHEETS 405-ELP501 - 502 FOR ILLUMINATION
PLANS.
6.SEE SHEETS 405-LHP501 FOR HARDSCAPE PLANS.
7.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
8.DEMOLITION OF EXISTING ASPHALT PAVEMENT,
CONCRETE PAVEMENT, SIDEWALK, CURB AND
GUTTER, DRIVEWAY, MEDIAN, CROSS GUTTER
SHALL BE FULL DEPTH REMOVALS, AND INCLUDE
BASE COURSE, IF PRESENT.
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
CIVIL
DEMOLITION AND REMOVAL PLAN
SOUTH RENTON TC
405-CXP501
13 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/04/22 | 2:51 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CXP500.DWGBRT-405-CXP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
SEE SHEET 405-CXP502 FOR
REMOVALS ALONG RAINIER AVE S
X CON
C
UT
H
HHH
H
/
/
/////////
SD
SD
SD
SD
SD
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S
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C //////////////////
/
/////
/
/
/
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///
/////////
/
/
///
/
///
/
/
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405-C-
H
ar
di
e
S
W 405-C
-SW7THST
1
15
15
15
15
PROPERTY LINE, TYP
STA 748+79.37, 24.16' RT
END
STA 20+94.76, 12.95' LT
END
STA 17+52.04, 44.57' LT
BEGIN
STA 748+79.46, 0.00' LT
END
STA 17+73.34, 45.15' LT
END
STA 17+71.49, 50.62' LT
END
STA 17+61.55, 50.38' LT
BEGIN
16
15
3
1
3
1
2
3
2
2
1
STA 15+95.34, 58.11' LT
END
STA 15+85.51, 66.27' LT
STA 15+75.63, 62.20' LT
STA 15+74.71, 40.96' LT
BEGIN
STA 15+56.90, 39.48' LT
BEGIN
STA 15+53.63, 38.88' LT
BEGIN
STA 749+57.92, 51.29' LT
BEGIN
STA 748+79.56, 24.67' LT
END
STA 749+57.64, 0.00' RT
BEGIN
STA 19+90.59, 1.53' LT
STA 17+88.05, 12.43' RT
END
STA 16+29.22, 13.43' RT
BEGIN
STA 16+28.98, 3.99' LT
BEGIN
STA 15+74.88, 44.72' LT
12
2
2 3
15
STA 15+53.66, 37.96' LT
BEGIN
STA 16+21.71, 40.57' LT
BEGIN
STA 749+57.38, 10.68' RT
BEGIN
STA 17+71.12, 59.23' LT
END
STA 17+61.27, 58.88' LT
BEGIN
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00248+0010+00
12+0010+00
12+009+5110+0012+00HARDI
E
A
V
E
S
W
RAINIER
A
V
E
S SW 7TH
ST
SEE SHEET 405-CXP501 FOR
TRANSIT CENTER REMOVALS
STA 12+32.76, 63.14' RT
BEGIN
STA 12+75.81, 63.30' RT
END
STA 12+76.23, 49.50' RT
END
STA 12+32.69, 49.49' RT
BEGIN
STA 14+07.84, 49.45' RT
BEGIN
STA 17+07.06, 62.97' RT
BEGIN
STA 14+48.04, 63.18' RT
BEGIN
STA 12+70.39, 63.04' RT
BEGIN
STA 12+39.30, 63.20' RT
END
STA 14+14.83, 63.14' RT
END
STA 16+73.18, 63.15' RT
END
STA 17+85.11, 49.66' RT
END
STA 17+86.74, 62.07' RT
END
STA 17+86.62, 61.58' RT
END405-C-CenterIslandN405-C-Rainier-Lake-Drwy15
15
PROPERTY LINE, TYP
1
2
3 48
LEGEND:
HMA
PAVEMENT
REMOVAL
CLEARING AND
GRUBBING
HMA GRINDING
SAWCUT LINE
CLEARING AND
GRUBBING LIMITS
CURB REMOVAL
CONCRETE
SIDEWALK REMOVAL
STRUCTURE
REMOVAL
DEMOLITION AND REMOVAL NOTES:
1 REMOVE EXISTING CEMENT CONCRETE SIDEWALK
2 REMOVE EXISTING CONCRETE CURB
3 REMOVE EXISTING CONCRETE CURB
AND GUTTER
12 REMOVE EXISTING ASPHALT PAVEMENT
16 HMA GRIND PER TYPICAL SECTION SHEETS.
SEE SHEETS 405-CRY501 - 505.
15 CLEAR AND GRUB EXISTING VEGETATION
48 REMOVE EXISTING HARDSCAPE
GENERAL NOTES:
1.SEE SHEETS 405-UCP501 - 502 FOR UTILITY
RELOCATIONS.
2.SEE SHEETS 405-CDP501 - 502 FOR DRAINAGE
PLANS.
3.SEE SHEETS 405-CPP501 - 502 FOR PAVING PLANS.
4.SEE SHEETS 405-CRY501 - 505 FOR TYPICAL
ROADWAY SECTIONS.
5.SEE SHEETS 405-ELP501 - 502 FOR ILLUMINATION
PLANS.
6.SEE SHEETS 405-LHP501 FOR HARDSCAPE PLANS.
7.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
8.DEMOLITION OF EXISTING ASPHALT PAVEMENT,
CONCRETE PAVEMENT, SIDEWALK, CURB AND
GUTTER, DRIVEWAY, MEDIAN, CROSS GUTTER
SHALL BE FULL DEPTH REMOVALS, AND INCLUDE
BASE COURSE, IF PRESENT.
CONTRACT UNIT DESCRIPTION 5
CIVIL
DEMOLITION AND REMOVAL PLAN
RAINIER AVE S
405-CXP502
14 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/04/22 | 2:57 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CXP500.DWGBRT-405-CXP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
XXX
X
X
X
X XXX
X
H
H
H
H
HEE
EE
E E EE
E
2VLTS
T
X
X
X X
X
X
X
X
X XXXXXXX
X X
X
X X X
X XXX
XXX
XX XXX X
X
X
X
X
XX
X
X
X X X X X X X X X X
XXXXXXXXXXX/
///
///
///////////
///////////////
///////
/
//
/////
/
///////////////////////
/
/
////////
///////////////////////////////////////////////////////////////////////////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////
//////////////////
/
/CCCCCC
BOREHOLE
GA-10
EL=26.31
BOREHOLE
SB-1
EL=27.17
BOREHOLE
GA-14
EL=26.36
BOREHOLE
EL=25.43
BOREHOLE
GA-1
EL=25.09
BOREHOLE
GA-2
EL=25.98
BOREHOLE
RW10
EL=25.30
BOREHOLE
GA-3
EL=25.97
BOREHOLE
GA-4
EL=26.06
BOREHOLE
SH-5
EL=26.22
BOREHOLE
GA-8
EL=26.69
BOREHOLE
GA-5
EL=27.71
BOREHOLE
GA-7
EL=27.67
BOREHOLE
GA-6
EL=27.90
BOREHOLE
SB-2
EL=27.29
BOREHOLE
GA12
EL=26.45
BOREHOLE
GA-13
EL=26.06
BOREHOLE
P-15
EL=25.66
S GRAD
Y
W
A
Y LAKE AVE SRAINIER AVE S405-C-G
r
a
d
y
W
405
-
C
-
R
a
i
n
i
e
r
-
L
a
k
e
-
D
r
w
y
405-C-CenterIslandN
SEE 405-CAP502 FOR ROADWAY ALIGNMENT INFORMATION
PROPERTY LINE, TYP
152+00
154+00
156+00
158+00
160+00 161+00
10+08.61, 0.00'
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+
0
0
17+65
10+00
12+0
0
14+00 16+00
9+
5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
405-C-Grady-Drwy
405-C-CenterIslandN
405-C-CenterIslandS 405-C-LakeAve-SLEGEND:LEGEND:
EXISTING PARCEL LINE
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
CIVIL
ALIGNMENT PLAN AND DATA
SOUTH RENTON TC
405-CAP501
15 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:34 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CAP500.DWGBRT-405-CAP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022
ALIGNMENT CONTROL - 405-C-CENTERISLANDN LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
10+00.00 175469.62 1298163.69 BEGIN POINT S74° 02' 43"E
DELTA
10+42.88 175457.84 1298204.91 PC
10+61.59 175452.68 1298222.94 PI 215.00'37.41'9°58'12"
17+64.99 175339.92 1298902.67 END POINT
10+80.29 175444.48 1298239.81 PT S64° 04' 31"E
11+89.14 175396.89 1298337.71 PC
11+97.93 175393.05 1298345.62 PI 200.00'17.58'5°02'10"
12+06.72 175389.91 1298353.84 PT S69° 06' 41"E
12+44.60 175376.40 1298389.23
12+49.05 175374.82 1298393.38 200.00'8.90'2°32'58"
12+53.50 175373.05 1298397.47 S66° 33' 43"E
PC
PI
13+19.38 175346.85 1298457.91
13+34.65 175340.68 1298472.11 75.00'30.55'23°20'09"
13+49.92 175340.66 1298487.61 S89° 53' 52"E
PT
PC
PI
PT
ALIGNMENT CONTROL - 405-C-GRADY-DRWY LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
BEGIN POINT S1° 19' 15"W
DELTA
PC
PI 30.00'30.51'58°16'32"
PT S56° 57' 17"E
PC
PI 40.00'30.92'44°17'06"
PT S12° 40' 11"E
END POINT
10+55.63 175,004.66 1,298,459.71
10+95.47 174,982.94 1,298,493.11
11+10.93 174,974.06 1,298,506.75
11+47.11 174,937.96 1,298,514.87
11+26.38 174,958.18 1,298,510.32
10+00.00 175055.61 1298446.66
10+25.11 175,030.50 1,298,446.08
10+40.37 175,013.78 1,298,445.70
ALIGNMENT CONTROL - 405-C-CENTERISLANDS LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
9+51.35 175446.52 1298093.79 BEGIN POINT S61° 42' 29"E
DELTA
48.65'10+00.00 175423.46 1298136.63 PI S64° 04' 41"E
13+14.22 175286.10 1298419.24 PC
18+29.77 175274.07 1298933.12 END POINT
13+38.89 175275.13 1298441.80 PI 109.57'49.33' 25°47'55"
13+63.55 175275.08 1298466.90 PT S89° 52' 37"E
ALIGNMENT CONTROL - 405-C-RAINIER-LAKE-DRWY LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
BEGIN POINT S64° 04' 31"E
DELTA
PC
PI 112.00'50.48'25°49'26"
PT S89° 53' 57"E
PC
PI 87.00'54.83'36°06'40"
PT N53° 59' 23"E
END POINT
14+38.29 175067.57 1298465.49
16+69.56 175067.17 1298696.76
16+96.98 175067.12 1298725.12
19+26.03 175149.86 1298918.37
17+24.40 175083.79 1298748.06
10+00.00 175248.39 1298067.93
13+87.81 175078.85 1298416.72
14+13.05 175067.62 1298439.81
PC
PI 28.00'30.71'62°50'33"
PT S63° 10' 03"E
18+59.95 175163.49 1298857.71
18+75.31 175173.54 1298871.55
18+90.66 175165.82 1298886.81
ALIGNMENT CONTROL - 405-C-LAKEAVE-S LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
BEGIN POINT N4° 30' 51"E
DELTA
PC
PI 111.04'74.25'38°18'44"
PT N41° 44' 21"E
PC
PI 140.00'102.76'42°03'12"
PT N0° 18' 51"W
10+82.97 175080.40 1298862.49
11+36.19 175120.11 1298897.91
11+87.57 175160.26 1298933.74
12+38.94 175214.08 1298933.44
9+74.53 174979.07 1298831.71
10+08.72 175013.15 1298834.40
10+45.85 175051.65 1298836.76
PC
PI 50.00'73.53'84°15'27"
END POINT N83° 56' 36"E
13+96.47 175371.60 1298932.58
14+33.24 175416.83 1298932.33
14+70.00 175421.60 1298977.30
ALIGNMENT CONTROL - 405-C-GRADYW LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
147+00.00 174725.04 1297688.70 BEGIN POINT N77° 28' 11"E
DELTA
161+00.00 175028.78 1299055.36 END POINT 1400.00'
X
X
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//SSSSC C C C CCC
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6
RAINIER AVE S SW 7TH
ST
PROPERTY LINE, TYP
HARDI
E
A
V
E
S
W
405-C
-
H
ar
di
e
S
W
405-C-R
a
i
n
i
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r
S
SEE 405-CAP501 FOR TRANSIT CENTER ALIGNMENT INFORMATION
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+009+5110+0012+00S
G
R
AD
Y
W
A
Y
LEGEND:LEGEND:
EXISTING PARCEL LINE
CONTRACT UNIT DESCRIPTION 5
CIVIL
ALIGNMENT PLAN AND DATA
RAINIER AVE S
405-CAP502
16 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:34 PM | DYDOPC:\BMS\WSP-PB-US-PW-02\WSP__PETER.DYDO\D0342984\BRT-405-CAP500.DWGBRT-405-CAP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
ALIGNMENT CONTROL - 405-C-RAINIER S
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS DELTA
10+08.61 174790.12 1297981.55 BEGIN POINT N1° 08' 06"E
12+56.31 175037.77 1297986.46 PC
15+73.24 175368.42 1297993.01 PI 900.00'633.85'40°21'09"
27+00.00 176222.81 1298748.57 END POINT
N41° 29' 14"E18+90.16 175368.42 1297993.01 PT
ALIGNMENT CONTROL - 405-C-HARDIESW LINE
STATION NORTHING EASTING DESCRIPTION BEARING LENGTH RADIUS
747+00.00 175714.88 1298018.45 BEGIN POINT S1° 12' 21"W
DELTA
748+81.76 175533.16 1298014.63 PC
749+00.64 175512.21 1298014.19 PI 35.00'37.77'61°49'25"
750+00.00 175462.44 1298102.57 END POINT
S60° 37' 04"E749+19.52 175501.93 1298032.45 PT
H
EE
E
T
C
BOREHOLE
RW10
EL=25.30
BOREHOL
P-15
EL=25.66 30.0'8.5'S GRAD
Y
W
A
Y LAKE AVE SRAINIER AVE S405-C-Gr
a
d
y
W
40
5
-
C
-
H
a
r
d
i
e
S
W
R60.0' STA 151+39.19, 36.76' LT
R17.5'R17.5'R100.0'R100.0' STA 10+16.02, 13.94' RT
STA 10+67.46, 12.69' RT
STA 10+89.58, 10.33' RT
STA 11+19.80, 12.00' RT
STA 10+61.20, 10.92' LT
STA 10+26.43, 11.57' LT
STA 155+20.69, 28.11' LT
STA 10+95.07, 12.19' LT
STA 155+85.67, 28.19' LT
STA 11+26.53, 12.00' LT
STA 11+23.37, 12.00' LT
STA 159+15.41, 63.75' LT
405
-
C
-
R
a
i
n
i
e
r
-
L
a
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e
-
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405-C-Grady-Drwy
STA 13+38.87, 16.00' RT
STA 10+42.82, 15.00' RT
STA 10+80.29, 15.00' RT
STA 10+42.81, 15.00' LT
STA 10+80.29, 15.00' LT
STA 11+89.67, 15.00' RT
STA 11+98.64, 14.79' LT
STA 12+49.42, 18.05' LT
STA 12+59.53, 17.86' RT
STA 13+18.96, 17.86' RT
STA 13+26.91, 17.71' LT
STA 13+57.47, 15.00' LT
STA 17+09.16, 14.81' RT
STA 17+50.73, 15.00' LT
10.0'
405-C-CenterIslandN16+0018+0075
0
+
0
0
75
0
+
0
0
152+00
154+00
156+00
158+00
160+00 161+00
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+0
0
17+65
10+00
12+
0
0
14+00 16+00
9+5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
3
3
3
3
3
38
3
3
3
3
3
3
3
3
10
10
10
28
26
26
2
2
9
9
9
29
29
29
2
37
38
38
38
1
40
40
39
39
40
43
37
37
1
SEE SHEET 405-CPP502 FOR PAVING IMPROVEMENTS
ALONG RAINIER AVE S
29
29 29
29
29
41
41
2
2
2
R
2
5
.
0
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0'
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R
2
4
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0
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0
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0
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R80.0'
R
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0
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0
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R25.0'R200.0'R230.0'R95.0'R15.0'
R24.0'R20.0
'R25.0'
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R
2
0
.
0
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5
.
0
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R24.
0'
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STA 11+26.45, 12.00' RT
8.5'7.5'8.5'7.5'8.0'8.5'
8.5'
8.0'
8.
0
'9.5'8.0'15.5'
8.0'
8.5'
6
.
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0
'
19.
5
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STA 10+15.82, 15.01' RT
8.5'
8.5'
33.
0
'
40.
0
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'30.0'33.0'30.0'30.0'23.0'
2
2
.
0
'
STA 13+57.43, 43.14' LT
STA 14+51.11, 22.00' LT
STA 16+69.56, 22.00' LT
STA 13+95.43, 13.29' RT
STA 16+10.46, 12.00' RT
STA 16+69.56, 12.00' RT
STA 17+24.40, 12.00' RT
STA 18+58.65, 12.00' RT
STA 18+59.77, 12.00' LT
STA 13+15.42, 13.00' RT
STA 18+29.57, 44.00' LT
STA 15+85.46, 37.00' RT
STA 15+85.46, 67.00' RT
STA 14+52.52, 12.00' RT
STA 15+61.46, 67.00' RT
STA 15+35.46, 12.00' RT
STA 15+61.46, 37.00' RT
STA 17+39.69, 44.00' LT
STA 16+53.44, 100.67' LT
STA 13+32.92, 43.14' LT
STA 13+32.92, 77.52' LT
STA 13+36.38, 93.80' LT
STA 13+50.27, 124.99' LT
STA 13+51.87, 137.16' LT
STA 13+15.42, 13.00' LT
STA 17+24.40, 12.00' LT
STA 16+69.56, 12.00' LT
STA 14+40.59, 12.00' LT STA 18+87.89, 11.85' LT
STA 17+24.40, 22.00' LT
2
2
.
0
'
24.0'30.0'33.0'40.5'44.5
'
9
34.0'
29.0'24.0'26.0'24.0'24.0'24.0'
2
4
.
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5
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5
'
22.
0
'18.5'17.0'20.5'22.0'11.0'11.0' STA 158+33.55, 28.22' LT
STA 151+38.85, 17.20' LT
STA 158+98.11, 15.93' LT
STA 158+98.15, 27.09' LT
STA 151+38.85, 28.15' LT
44
44
R37.0'
WORK BY OTHERS
40
STA 13+90.15, 12.98' LT
R35.0'R65.0'
R
5
0
.
0
'
STA 18+42.35, 22.00' LT
STA 18+67.06, 49.39' LT
1
R35.0'
STA 17+57.69, 15.99' LT
STA 17+58.57, 80.80' RT
9.5'14.0'
13.5'R4.5'R4.5'R1
0
.
0
'
R26.
0'
R2
0
.
0
'R99
.
0
'
R12.5'
R5.0'R60.0'R65.0
'
R40.0'R35.0'
STA 14+58.98, 43.72' LT
STA 14+57.04, 35.05' LT
STA 14+72.07, 23.61' RT
STA 12+59.58, 14.15' LT
STA 12+13.92, 16.32' LT
STA 11+27.89, 16.02' RT
STA 11+33.77, 17.80' LT
STA 13+81.47, 14.79' RT
8.
5
'
3
4
.
0
'R100.0'102642
STA 12+26.71, 16.32' LT
405-C-CenterIslandS
STA 12+64.94, 16.13' LT
STA 13+28.21, 18.03' LT
STA 13+59.24, 15.71' LT
STA 17+43.39, 14.95' LT
STA 17+13.63, 47.07' RT
STA 16+57.51, 15.10' RT
STA 16+44.24, 15.13' RT
STA 15+96.94, 49.26' RT
STA 11+78.14, 12.95' RT
GENERAL NOTES:
1.SEE SHEETS 405-CRY501 - 505 FOR TYPICAL
ROADWAY SECTIONS.
2.SEE SHEETS 405-CAV501 - 504 FOR ROADWAY AND
DRIVEWAY PLAN AND PROFILES.
3.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
4.SEE SHEETS 405-CDP501 - 502 FOR DRAINAGE
PLANS.
5.SEE SHEETS 405-CMP501 - 502 AND 405-TNP501 - 502
FOR PAVEMENT MARKING AND SIGNAGE PLANS.
6.SEE SHEETS 405-UCP501 - 502 FOR UTILITY PLANS.
7.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
8.FOR ITEMS NOT SHOWN, SEE DRAINAGE, TRAFFIC,
AND UTILITY SHEETS.
9.SEE SHEET 405-LHP501 FOR HARDSCAPE PLANS.
10.SEE SHEETS 405-CAP501 - 502 FOR ALIGNMENT
PLANS.
11.AT PROPOSED CURBS, STATION AND OFFSET
CALLOUTS ARE PROVIDED FOR ALL GEOMETRY
POINTS, INCLUDING BEGINNING AND END. RADIUS
AND STATION AND OFFSET CALLOUTS ARE AT THE
FACE OF CURB.
12.DESIGN ELEMENTS REFERENCE STANDARD PLANS
IN ACCORDANCE WITH THE JURISDICTION IT FALLS
WITHIN. FOR LINEAR ELEMENTS CROSSING
PROPERTY LINES, SPLIT SHALL OCCUR AT
GEOMETRY POINT CLOSEST TO THE PROPERTY
LINE.
CONSTRUCTION NOTES:
3
INSTALL CEMENT CONCRETE ADA PERPENDICULAR
CURB RAMP PER KCM STD PLAN D110. GRADING
DETAIL TO BE PROVIDED AT 90%.
10 INSTALL CEMENT CONCRETE PAVEMENT
PER KCM STD PLAN D108A
29 INSTALL INTEGRAL DOWELED CURB PER
KCM STD PLAN D109
26 INSTALL CEMENT CONCRETE SIDEWALK/LANDING
PAD PER KCM STD PLAN D108
28 INSTALL CEMENT CONCRETE PARALLEL CURB RAMP
PER KCM STD PLAN D110
9 INSTALL HMA ROADWAY PAVEMENT
PER TYPICAL SECTIONS SHEETS
37 INSTALL CEMENT CONCRETE PARALLEL CURB RAMP
PER WSDOT STD PLAN F-40.12-03
38
INSTALL CEMENT CONCRETE ADA PERPENDICULAR
CURB RAMP PER WSDOT STD PLAN F-40.15-04.
GRADING DETAIL TO BE PROVIDED AT 90%.
39 INSTALL CEMENT CONCRETE CURB AND GUTTER
PER CITY OF RENTON STD PLAN 101
40 INSTALL CEMENT CONCRETE CURB AND
GUTTER PER KCM STD PLAN D109
41 INSTALL CEMENT CONCRETE SIDEWALK PER CITY
OF RENTON STD PLAN 102
1 INSTALL CEMENT CONCRETE CURB AND GUTTER
PER WSDOT STD PLAN F-10.12-04
2 INSTALL CEMENT CONCRETE SIDEWALK PER
WSDOT STD PLAN F-30.10-04
42
INSTALL CHAIN LINK FENCE PER WSDOT STD PLAN
L-20.10-03 IN CONFORMANCE WITH ST STD
SPECIFICATION SECTION 32 31 13
43 INSTALL CEMENT CONCRETE CURB PER WSDOT
STD PLAN F-10.12-04
44 INSTALL HMA PAVEMENT PER CITY OF RENTON STD
PLAN - 110
CEMENT CONCRETE
ROADWAY PAVEMENT
CEMENT CONCRETE
SIDEWALK PAVEMENT
LEGEND:
HMA FULL-DEPTH PAVEMENT
CEMENT CONCRETE
ROADWAY PAVEMENT
CEMENT CONCRETE
SIDEWALK PAVEMENT
CEMENT CONCRETE
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
CIVIL
PAVING PLAN
SOUTH RENTON TC
405-CPP501
17 0
1" = 40'
HARDIE AVE SWNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/04/22 | 4:26 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CPP500.DWGBRT-405-CPP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022RAINIER AVE S
UT
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//////////
//SSCCB
P-1E
L
=
2
BOR
E
HO
LE
P
-
1
2
E
L
=
2
5
.
1
4
BORE
HO
L
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0EL
=
2
5
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3
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5
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5
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6
6
RAINIER
A
V
E
S SW 7TH
ST
HARDI
E
A
V
E
S
W
4 0 5 -C -R a i n i e r S
405-C-
H
a
r
di
e
S
W
4
0
5
-
C
-G
r
a
d
yW 405-C
-SW7THST
STA 15+53.63, 38.88' LT
STA 19+90.57, 2.03' LT
405-C-RainierS STA 20+88.27, 13.25' LT
STA 17+52.04, 44.57' LT
STA 16+50.78, 41.33' LT
STA 17+88.05, 12.98' RT
STA 17+88.02, 12.22' RT
STA 17+87.17, 2.36' RT
STA 12+76.23, 49.50' RT
STA 12+32.69, 49.49' RT
STA 14+07.84, 49.45' RT
STA 15+20.60, 49.52' RT
R2
5
.
0
'
STA 14+35.70, 49.32' RT
STA 17+85.11, 49.66' RT
STA 16+30.79, 49.42' RT
STA 16+62.86, 49.55' RT
STA 16+68.25, 54.44' RT
STA 17+00.61, 57.48' RT
STA 17+24.21, 56.79' RT
STA 17+58.36, 56.12' RT
STA 17+63.48, 49.63' RTR12.5
'R13.5'R60
.
0
'
R3
0
.
0
'
STA 748+79.37, 23.16' RT
STA 748+79.56, 24.67' LT
STA 749+20.46, 25.00' RT
R5.0'
STA 10+43.92, 13.00' LT
STA 10+43.92, 13.00' RT
STA 10+32.42, 13.00' RT
STA 10+18.35, 13.00' LT
STA 15+74.85, 44.72' LT
STA 15+85.51, 66.27' LT
STA 15+92.60, 53.45' LT
STA 16+24.05, 46.56' LT
R5
.
0
'
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+0010+00
12+0010+00
12+009+5110+0012+006.5'13.5
'6.0
'8.0'7.5'
R25.0'
26.0'
50.0'13.0'13.0'12.0'23.5'19.5'17.5'PROPERTY LINE, TYP
SEE SHEET 405-CPP501 FOR
TRANSIT CENTER PAVING
IMPROVEMENTS
45
9
38
2
38
9
1
45
9
6 45
R4.5'
6
38
6
10
10
38
1
1
38
38
38
11
38
38
38
1
PROPERTY LINE, TYP
1
1 2
1
29
2
2
R4.0'
R
4
.
0
'
STA 16+28.98, 3.63' LT
STA 16+38.93, 3.98' LT
STA 16+52.74, 4.85' LT
STA 16+57.86, 5.06' LT
STA 16+29.22, 13.58' RT
STA 16+39.37, 13.42' RT
STA 16+53.70, 13.52' RT
STA 16+62.04, 13.56' RT
R4'
STA 17+67.37, 6.54' RT
STA 17+59.81, 6.70' RT
STA 12+64.94, 16.13' LT
STA 13+28.21, 18.03' LT
STA 13+59.24, 15.71' LT
9
STA 15+75.61, 62.19' LT
STA 15+95.31, 58.10' LT
1
GENERAL NOTES:
1.SEE SHEETS 405-CRY501 - 505 FOR TYPICAL
ROADWAY SECTIONS.
2.SEE SHEETS 405-CAV501 - 504 FOR ROADWAY AND
DRIVEWAY PLAN AND PROFILES.
3.SEE SHEETS 405-CXP501 - 502 FOR DEMOLITION
AND REMOVAL PLANS.
4.SEE SHEETS 405-CDP501 - 502 FOR DRAINAGE
PLANS.
5.SEE SHEETS 405-CMP501 - 502 AND 405-TNP501 - 502
FOR PAVEMENT MARKING AND SIGNAGE PLANS.
6.SEE SHEETS 405-UCP501 - 502 FOR UTILITY PLANS.
7.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
8.FOR ITEMS NOT SHOWN, SEE DRAINAGE, TRAFFIC,
AND UTILITY SHEETS.
9.SEE SHEET 405-LHP501 FOR HARDSCAPE PLANS.
10.SEE SHEETS 405-CAP501 - 502 FOR ALIGNMENT
PLANS.
11.AT PROPOSED CURBS, STATION AND OFFSET
CALLOUTS ARE PROVIDED FOR ALL GEOMETRY
POINTS, INCLUDING BEGINNING AND END. RADIUS
AND STATION AND OFFSET CALLOUTS ARE AT THE
FACE OF CURB.
12.DESIGN ELEMENTS REFERENCE STANDARD PLANS
IN ACCORDANCE WITH THE JURISDICTION IT FALLS
WITHIN. FOR LINEAR ELEMENTS CROSSING
PROPERTY LINES, SPLIT SHALL OCCUR AT
GEOMETRY POINT CLOSEST TO THE PROPERTY
LINE.
CONSTRUCTION NOTES:
1 INSTALL CEMENT CONCRETE CURB AND GUTTER
PER WSDOT STD PLAN F-10.12-04
2 INSTALL CEMENT CONCRETE SIDEWALK PER
WSDOT STD PLAN F-30.10-04
3
INSTALL CEMENT CONCRETE ADA PERPENDICULAR
CURB RAMP PER KCM STD PLAN D110. GRADING
DETAIL TO BE PROVIDED AT 90%.
5 INSTALL CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE 1 PER WSDOT STD PLAN F-80.10-04
6 INSTALL RAISED MEDIAN PER
TYPICAL SECTIONS SHEETS.
DETAIL TO BE PROVIDED AT
90%.
9 INSTALL HMA ROADWAY PAVEMENT
PER TYPICAL SECTIONS SHEETS
12 INSTALL HMA DRIVEWAY PAVEMENT
PER TYPICAL SECTIONS SHEETS
14 INSTALL CEMENT CONCRETE DRIVEWAY TYPE-1
10 INSTALL CEMENT CONCRETE PAVEMENT
PER KCM STD PLAN D108A
11 INSTALL HMA OVERLAY PAVEMENT
PER TYPICAL SECTIONS SHEETS
38
INSTALL CEMENT CONCRETE ADA PERPENDICULAR
CURB RAMP PER WSDOT STD PLAN F-40.15-04.
GRADING DETAIL TO BE PROVIDED AT 90%.
45 INSTALL MODIFIED CEMENT CONCRETE EXTRUDED
CURB, TYPE 6. DETAIL TO BE PROVIDED AT 90%.
29 INSTALL INTEGRAL DOWELED CURB PER
KCM STD PLAN D109
LEGEND:
HMA OVERLAY
PAVEMENT
CEMENT CONCRETE
ROADWAY PAVEMENT
CEMENT CONCRETE
SIDEWALK PAVEMENT
LEGEND:
HMA FULL-DEPTH PAVEMENT
HMA OVERLAY
PAVEMENT
CEMENT CONCRETE
ROADWAY PAVEMENT
CEMENT CONCRETE
SIDEWALK PAVEMENT
CONTRACT UNIT DESCRIPTION 5
CIVIL
PAVING PLAN
RAINIER AVE S
405-CPP502
18 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/04/22 | 4:30 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CPP500.DWGBRT-405-CPP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
GR
AD
Y
W
A
Y
EG
FG
20
40
25.79+49 25.49+60 24.29+80 23.610+00 24.0824.210+20 24.5324.510+40 24.9824.810+60 25.4325.110+80 25.8825.211+00 26.3325.711+20 26.7826.011+40 27.2326.311+60 27.4526.411+80 27.3326.412+00 27.2126.312+20 27.0926.112+40 26.9726.012+60 26.8526.012+80 26.7225.913+00 26.6025.913+20 26.6526.013+40 26.7526.513+60 26.8526.713+80 26.9526.814+00 27.0526.814+20 27.1527.014+40 27.2527.014+60 27.3526.014+80 27.4526.015+00 27.5526.215+20PVI 10+00.00EL= 23.63PVI 11+72.00EL= 27.50PVI 13+24.59EL= 26.58-0.60%0.50%
2.25%
EG
FG
20
40
27.6526.515+40 27.7526.815+60 27.8527.115+80 27.9527.316+00 28.0527.516+20 28.1527.716+40 28.2527.716+60 28.3527.816+80 28.4527.917+00 28.1027.917+20 27.3527.817+40 26.6027.417+6017+70PVI 17+09.22EL= 28.50PVI 17+64.99EL= 26.42-3.73%
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:24 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CAV500.DWGBRT-405-CAV500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022 MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVECONTRACT UNIT DESCRIPTION 5
CIVIL
VERTICAL ALIGNMENT AND SUPERELEVATION PLAN
SOUTH RENTON TC
405-CAV501
19 0
H: 1"=20', V: 1"=5'
405-C-CENTERISLAND N LINE
SCALE: H: 1"=20', V: 1"-5'
20 40
SCALE IN FEET
01020
(1" = 20')
HORIZONTAL SCALE:
SCALE IN FEET
02.5 55 10
(1" = 5')
VERTICAL SCALE:
EG
FG
20
40
0.44%-0.75%
3.13%
2.50%PVI 10+00.00EL= 23.60PVI 10+50.00EL= 25.17PVI 11+57.65EL= 27.86PVI 13+33.01EL= 26.54- 3.03%25.69+51 25.39+60 24.29+80 23.6023.610+00 24.2324.210+20 24.8624.810+40 25.4225.410+60 25.9225.810+80 26.4226.311+00 26.9226.911+20 27.4227.311+40 27.8427.811+60 27.6928.011+80 27.5427.512+00 27.3927.512+20 27.2427.412+40 27.0927.412+60 26.9427.212+80 26.7926.813+00 26.6426.413+20 26.5826.213+40 26.6626.213+60 26.7526.413+80 26.8426.914+00 26.9326.914+20 27.0126.914+40 27.1026.914+60 27.1926.714+80 27.2826.515+00 27.3726.515+20
EG
FG
20
40
0.30%-3.73%PVI 16+09.99EL= 27.76PVI 17+43.99EL= 28.16PVI 17+98.58EL= 26.1227.4526.615+40 27.5426.615+60 27.6326.715+80 27.7226.816+00 27.7927.016+20 27.8527.416+40 27.9127.816+60 27.9727.816+80 28.0327.717+00 28.0927.517+20 28.1427.317+40 27.5627.517+60 26.8127.917+80 25.718+00 25.918+20 25.718+30
FG
25.7325.7025.69No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:26 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CAV500.DWGBRT-405-CAV500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022 MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVECONTRACT UNIT DESCRIPTION 5
CIVIL
VERTICAL ALIGNMENT AND SUPERELEVATION PLAN
SOUTH RENTON TC
405-CAV502
20 0
H: 1"=20', V: 1"=5'
405-C-CENTERISLAND S LINE
SCALE: H: 1"=20', V: 1"-5'
20 40
SCALE IN FEET
01020
(1" = 20')
HORIZONTAL SCALE:
SCALE IN FEET
02.5 55 10
(1" = 5')
VERTICAL SCALE:
//////////////////////////EG
FG
20
40
-0.50%0.50%-0.50%
5.01%
SSD = 134.43
LVC 27.54' PVI 10+43.92EL 26.66 PVC 10+30.15EL 25.973 PVT 10+57.69EL 26.59PVI 9+99.14EL= 24.42PVI 11+79.67EL= 25.98PVI 13+15.42EL= 26.66PVI 14+90.00EL= 25.7925.99+49 26.29+60 24.99+80 24.4624.810+00 25.4625.910+20 26.3726.510+40 26.5827.010+60 26.4827.310+80 26.3827.411+00 26.2827.211+20 26.1827.011+40 26.0826.811+60 25.9926.811+80 26.0926.912+00 26.1927.312+20 26.2927.512+40 26.3927.612+60 26.4927.612+80 26.5927.513+00 26.6427.013+20 26.5426.613+40 26.4426.213+60 26.3426.313+80 26.2427.014+00 26.1427.614+20 26.0427.514+40 25.9427.414+60 25.8427.414+80 25.8327.915+00 25.9027.715+20
GARAGE FACE GARAGE FACE
FG
EG
20
40
-2.50%
1.50%
0.36%0.50%PVI 16+92.92EL= 26.52PVI 18+32.42EL= 27.21PVI 19+09.00EL= 25.30PVI 19+26.03EL= 25.5525.9727.415+40 26.0427.115+60 26.1126.815+80 26.1926.416+00 26.2626.616+20 26.3326.516+40 26.4026.316+60 26.4726.316+80 26.5626.417+00 26.6626.517+20 26.7526.617+40 26.8526.717+60 26.9526.917+80 27.0527.218+00 27.1527.518+20 27.0227.518+40 26.5227.418+60 26.0227.318+80 25.5226.319+00 25.4625.819+2019+30
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:27 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CAV500.DWGBRT-405-CAV500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022 MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVECONTRACT UNIT DESCRIPTION 5
CIVIL
VERTICAL ALIGNMENT AND SUPERELEVATION PLAN
SOUTH RENTON TC
405-CAV503
21 0
H: 1"=20', V: 1"=5'
405-C-RAINIER-LAKE-DRWY LINE
SCALE: H: 1"=20', V: 1"-5'
20 40
SCALE IN FEET
01020
(1" = 20')
HORIZONTAL SCALE:
SCALE IN FEET
02.5 55 10
(1" = 5')
VERTICAL SCALE:
EG
FG
- 4.97%
- 1.85%
20
40
20
40
PVI 10+03.74EL= 25.76PVI 10+38.16EL= 25.35PVI 11+87.92EL= 25.75PVI 12+33.65EL= 25.39PVI 14+70.00EL= 26.4126.89+7526.79+80 25.910+00 25.5725.410+20 25.3625.610+40 25.4125.610+60 25.4625.610+80 25.5225.711+00 25.5725.611+20 25.6325.511+40 25.6825.711+60 25.7325.711+80 25.6625.612+00 25.5025.412+20 25.4225.412+40 25.5025.512+60 25.5925.612+80 25.6825.713+00 25.7625.813+20 25.8525.813+40 25.9425.913+60 26.0225.913+80 26.1126.014+00 26.2026.014+20 26.2826.114+40 26.3726.314+60 26.4126.414+70
-1.19%0.27%-0.80%0.43%
EG
FG
20
40
20
40
-0.50%0.30%2.72%PVI 10+00.00EL= 26.93PVI 10+73.46EL= 26.56PVI 11+46.45EL= 26.78PVI 11+51.74
EL= 26.93
26.9327.710+00 26.8327.210+20 26.7327.110+40 26.6326.910+60 26.5826.610+80 26.6426.511+00 26.7026.411+20 26.7627.211+40 11+60
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 4:29 PM | USRS670585C:\BMS\WSP-PB-US-PW-02\WSP__RONALD.SMITH2\D0342984\BRT-405-CAV500.DWGBRT-405-CAV500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022
CONTRACT UNIT DESCRIPTION 5
CIVIL
VERTICAL ALIGNMENT AND SUPERELEVATION PLAN
SOUTH RENTON TC AND LAKE AVE S
405-CAV504
22 0
H: 1"=20', V: 1"=5'
405-C-LAKEAVE S LINE
SCALE: H: 1"=20', V: 1"-5'
405-C-GRADY-DRWY LINE
SCALE: H: 1"=20', V: 1"-5'
20 40
SCALE IN FEET
01020
(1" = 20')
HORIZONTAL SCALE:
SCALE IN FEET
02.5 55 10
(1" = 5')
VERTICAL SCALE:
16+
0
0
18
+
0
0750+00750+00152+00154+0011+46
10+00
10+00
12+0014+0010+00
12+0014+009+5110+0012+0014+00XXXXXXXXXXXXXHHHHHCB2.2' X 1.9' CONCRIM=24.47IE 12" DI NW=21.4WAT=21.3 BOT=19.8INLETRIM=25.252.1' X 1.7' CONCIE 8" CONC N=23.2IE 4" CONC E=23.3IE 6" CONC E=23.3IE 6" X 6" SQUARE CONC W =23.1WAT=23.2 BOT=22.4CB2.2' X 1.9' CONCRIM=23.81IE 6" PVC NE=21.2IE 12" DI NW=20.8WAT=20.9 BOT=19.2CB2.2' X 1.9' CONCRIM=24.27IE 12" DI NW=21.1WAT=21.1 BOT=19.4INLETRIM=25.12INLETRIM=23.62CB2.2' X 1.9' CONCRIM=25.61IE 12" DI SW =22.7WAT=22.7 BOT=21.0INLETRIM=25.37CB2.1' X 1.9' CONCRIM=26.61IE 12" DI SE=22.7IE 12" DI W=22.7WAT=22.6 BOT=19.8INLETRIM=26.88CB2.1' X 1.8' CONCRIM=26.42IE 12" CPP NW=23.6WAT=23.2 BOT=21.8SDMH48"Ø BRICKRIM=28.89IE 30" CONC E=19.9IE 24" CONC W=19.8WAT=20.4 BOT=19.5CBRIM=26.78IE 8" DI S=25.5WAT=25.3 BOT=22.9CBRIM=25.90CB2.3' X 2.2' CONCRIM=25.65IE 6" DI S=24.5WAT=24.4 BOT=21.3CBRIM=27.64UNABLE TO ACCESSSDMH60"Ø CONCRIM=26.6212" CPP NE=UNABLE TO SEEIE 30" CONC NE=19.1IE 30" CONC W=19.4WAT=20.4 BOT=18.7CB1.7' X 2.2' CONCRIM=25.21IE 12" CPP SW=23.0WAT=23.0 BOT=22.6SDMH60"Ø CONCRIM=26.13IE 12" CPP NE=21.5IE 27" CONC E=19.7IE 30" CONC SW=19.2WAT=20.4 BOT=17.6SDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD
SD
SSE
E
EEEEEEEEEWWE
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W
EE
E
E
E
E
WG
EGG
EEEEEECOWWWW
WW
WWWWWW
WWWE E
WWTTEETT TTTT
TEEEE
E
E
E
EEEEEE
ETTTTTTT
T
T
T
T
T
EEEEEEEEEGEEEEEEE
EEEEEEEEEEEEEEEEEEG
G
FO
F
O
FOFOFOFOFO
FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWW
SDSDSDSDSDSDSDSD
WWWFOF
O
F
O
F
O
FOFOFO
FOFOFOFOFOFOFOFO
FOFO
FOSD
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSSFOFOFO
E
E
E
E
E
E
E E
EEEEE
E
EE
EEFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCBRIM=25.71CBRIM=25.53INLETRIM EL=24.21NO PIPE, FULL OF PACKED DIRT/SILT/DEBRISCB36" CONCRIM EL=24.29IE 18" DI N=20.8IE 8" CPP NE=21.1IE 12" CPP E=21.2IE 18" DI SW=20.8WAT=20.9 BOT=17.8CB2.2' X 1.8' CONCRIM EL=24.04IE 18" DI NE=20.7IE 18" DI SW=20.7WAT=20.8 BOT=19.3CB2.2' X 1.8' CONCRIM EL=23.60IE 18" DI NE=20.5IE 12" CPP SE=20.8IE 18" DI SW=20.6WAT=20.5 BOT=19.4CB2.2' X 1.8' CONCRIM EL=23.39IE 18" DI NE=20.3IE 12" CPP E=20.7IE 18" DI SW=20.4WAT=20.4 BOT=19.3INLETRIM EL=25.09INLETRIM EL=25.04CB60" CONCRIM EL=24.37IE 24" CPP N=20.7IE 12" CPP NE=20.5IE 6" PVC S=21.2IE 24" CPP S=20.1WAT=20.4 BOT=18.2INLETRIM EL=24.37NEEDS TRAFFIC CONTROLINLET60" CONCRIM EL=25.34IE 24" CPP N=20.1IE 12" CPP E=20.7IE 6" PVC S=22.2IE 24" CPP S=23.0WAT=20.4 BOT=18.0INLETRIM EL=26.78UNABLE TO OPEN60" CONCRIM EL=28.35IE 24" CPP N=19.4IE 30" CPP NE=19.8IE 12" CPP S=21.7IE 36" CPP SW=19.6BOT=17.8SDMH48" CONCRIM EL=28.71IE 12" DI N=22.6IE 12" DI S=22.8WAT=22.6 BOT=20.6CB1.9' X 2.2' CONCRIM EL=28.02TOP OF 12" DI SE=24.3IE 12" DI N=23.2WAT=23.3 BOT=22.1CB1.9' x 2.2' CONCRIM EL=26.82IE 12" DI NE=23.7WAT=23.8 BOT=22.2INLETRIM EL=26.93NEEDS TRAFFIC CONTROLCB1.7' X 2.2' CONCRIM EL=26.55IE 4" CONC W=25.2WAT=25.2 BOT=24.9CB1.9' X 2.4 CONCRIM EL=26.10IE 8" CONC S=24.4WAT=24.7 BOT=21.8CB1.9' X 2.4' CONCRIM EL=25.63IE 6" DI W/ PLUG W=24.4WAT=23.9 BOT=20.9CB1.7' X 2.2' CONCRIM EL=25.70IE 6" DI SW/ PLUG W=25.0WAT=24.4 BOT=21.1CB1.7' X 2.2' CONCRIM EL=25.18IE 6" PVC S=23.4IE 6" PVC S=23.3TOP OF 6" DI W=23.2WAT=22.7 BOT=21.0SDSDSD SDCBRIM EL=26.778" CONC N=NANEEDS TRAFFIC CONTROLINLETRIM EL=26.88NEEDS TRAFFIC CONTROLGGGFOFOFOFOFOFOE E
E
E
E
E
EEEEEEEEEEEEEEEEEEEEEFOFOEEFOFOFOFOSSSS
SSFOSS SS SS SS SS SSEEEEE
WWWTTTTTTTTTTTTTTTT
GGGGGGGGGGGGGG G GGGGGGG EEE
E
E
E
E
EEEEEEE
EEEE WWWWWWGGGGE
E
WWEEEEEEEE
E EEEEEE
E
E WWWWWEEEEEEEEE
E
EEEC
C
C
C
C
C
C
T
T
T
T
T
T
T
T
E
ETTT E
EG
G
G
C
CE EGE
E
EEEEEEEEEEEECHARGERCHARGERCHARGERCHARGERCHARGERCHARGERCHARGERCHARGERSWITCHGEARCHARGERCHARGERCHARGERITCHARGERSDSDSD
SDSDSDSDSDSDSD
SD
SD
SDSDSDSDSD SDSDS GRADY WAYRA
I
N
I
E
R
A
V
E
S
HARDIE AVE SW
405-C-GradyW405-C-HardieSW405-C-Rainier-Lake-Drwy STA 14+89.91, 11.08' RT
RIM=25.6'
IE(N)(W)(E)=24.0'
6
405-C-Rainier-Lake-Drwy
STA 14+09.57,
17.79' RT
RIM=26.7'
IE(S)(N)(E)=23.3'
6
405-C-GradyW STA 153+36.11, 76.62' LT
END CABS
IE(OUT)=20.9'
19
405-C-RainierS STA 12+16.94, 78.78' RT
RIM=27.8'
EX IE(W)=19.8'
IE(SE)=19.8'
2 9
405-C-CenterIslandN STA 13+26.01, 16.63' RT
RIM=26.3'
IE(N)(S)=24.6'
6
405-C-CenterIslandN STA 13+28.34, 16.74' LT
RIM=26.3'
IE(S)=24.8'
6
405-C-CenterIslandN
STA 10+22.35, 14.38' RT
END TRENCH DRAIN
RIM=23.7'
IE(N)(S)=23.1'
4
405-C-CenterIslandN
STA 10+22.23, 14.22' LT
BEGIN TRENCH DRAIN
RIM=23.8'
IE(S)=23.3'
10
405-C-Grady-Drwy
405-C-RainierS STA 11+56.93, 113.85' RT
RIM=28.3'
IE(NW)(E)=19.8'
9
405-C-Rainier-Lake-Drwy STA 14+90.12, 11.04' LT
RIM=25.6'
IE(W)(E)=24.1'
6
405-C-CenterIslandS
STA 13+39.99, 56.44' RT
RIM=26.8'
IE(W)=24.8'
IE(N)(S)=24.1'
6
EXISTING ROW, TYP
23
5e
5c
21
20
5d
5c
20 5b
5b
5b
5b
20
5a
5b
405-C-GradyW STA 153+09.88, 116.28' LT
RIM=27.4'
IE(E)(W)=19.8'
IE(S)=20.4'
9
405-C-GradyW STA 153+09.60, 76.78' LT
RIM=25.1'
IE(N)(E)=20.6'
IE(S)=23.9'
6
405-C-GradyW STA 153+17.35, 66.60' LT
END DITCH
APPROX. IE=24'
19
405-C-GradyW STA 154+00.06,
115.68' LT
RIM=27.1'
IE(NE)(W)=19.8'
9
405-C-Grady-Drwy
STA 10+49.77, 59.42' RT
BEGIN CABS
IE(IN)=22.8'
11
405-C-GradyW STA 155+24.26, 55.33' LT
END CULVERT
BEGIN DITCH
15 405-C-Rainier-Lake-Drwy405-C-CenterIslandS405-C-CenterIslandN405-C-CenterIslandS STA 13+32.95, 14.91' RT
RIM=26.5'
IE(N)(S)=24.3'
6
405-C-CenterIslandS STA 13+36.05, 16.75' LT
RIM=26.4'
IE(N)(S)=24.4'
6
405-C-CenterIslandS STA 10+23.04, 25.34' RT
RIM=24.9'
IE(N)=20.6'
IE(W)=20.6'
6
405-C-CenterIslandS STA 10+25.15, 16.98' RT
RIM=24.9'
IE(N)=22.8'
IE(S)=20.7'
12
405-C-CenterIslandS STA 10+23.09, 13.28' RT
END TRENCH DRAIN
RIM=24.4'
IE(N)(S)=23.0'
4
405-C-CenterIslandS STA 10+22.92, 13.32' LT
BEGIN TRENCH DRAIN
RIM=24.4'
IE(N)(S)=23.0'
4
5e
5c
405-C-GradyW STA 155+77.53, 54.78' LT
END DITCH
BEGIN CULVERT
17
405-C-Rainier-Lake-Drwy STA 13+63.89, 26.06' RT
RIM=26.1'
EX IE(NE)=19.4'
IE(SW)=19.8'
2 9
405-C-CenterIslandS STA 13+49.21, 170.68' RT
RIM=25.6'
IE(S)=23.6'
IE(N)=23.6'
6
22
22
24
26
CONSTRUCTION NOTES:
1 CONNECT TO EXISTING CATCH
BASIN OR MANHOLE.
6 INSTALL CATCH BASIN TYPE 1
PER COR STD PLAN 200.00.
11 INSTALL CABS WITH 128.5 FT LENGTH
AND 14 FT WIDTH AT 1.5% SLOPE. SEE
DRAINAGE DETAIL SHEETS.
12 INSTALL 5' X 7' MODULAR WETLAND
TREATMENT UNIT #1. SEE DRAINAGE
DETAIL SHEETS.
9 INSTALL 54" MANHOLE PER COR STD
PLAN 201.00.
10 INSTALL 8" WIDE TRENCH DRAIN. SEE
DRAINAGE DETAIL SHEETS.
4 CONNECT TRENCH DRAIN TO 8" SD
WITH TRENCH DRAIN END CAP AND
PIPE CONNECTION FITTING.
5 INSTALL SD WITH PIPE ZONE BEDDING,
COMPACTION, AND BACKFILL PER COR
STD PLAN 220.00, 220.10, AND 220.20.
15 INSTALL DITCH. MINIMUM SLOPE OF
0.5%.
2 CONNECT TO EXISTING SD.
17 INSTALL 12" CULVERT WITH APPROX.
LENGTH OF 53 LF.
19 GRADE DITCH TO MATCH INVERT OF
PIPE INLET.
20 CONNECT GARAGE ROOF DRAINAGE
SYSTEM TO MH/CB. SIZE AND LOCATION
TO BE DETERMINED IN NEXT PHASE.
THIS INCLUDES SEPARATE ROOF DRAIN
DOWNSPOUTS FROM ELEVATOR AND
STAIRWELL ROOFS.
21 POTHOLE FOR POTENTIAL CONFLICT
PRIOR TO NEXT DESIGN PHASE.
22 PLUG AND ABANDON EXISTING 30"
OUTLET/INLET.
23 THE CITY OF RENTON ON-SITE
STORMWATER MANAGEMENT BMP
REQUIREMENT APPLIES UNLESS THE
PROJECT IS EXEMPT DUE TO SOIL
SUITABILITY. ADDITIONAL SOILS
INVESTIGATIONS ARE NEEDED TO
CONFIRM SOIL SUITABILITY. THIS WILL
BE CONFIRMED DURING INFILTRATION
TESTS AS PART OF FUTURE DESIGN.
5b 8" DUCTILE IRON PIPE
5d 12" DUCTILE IRON PIPE
5e 30" PIPE
5a 8" PIPE
5c 12" PIPE
26 DEPTH OF EXISTING COMM AND
POWER TO BE ADJUSTED TO AVOID
CONFLICT WITH NEW SD.
GENERAL NOTES:
1.SEE CDD SHEETS FOR DRAINAGE
DETAILS.
2.SEE CRY SHEETS FOR TYPICAL
ROADWAY SECTIONS.
3.SEE CXP SHEETS FOR DEMOLITION
AND REMOVAL PLANS.
4.SEE CPP SHEETS FOR PAVING
PLANS.
5.SEE UCP SHEETS FOR UTILITY
PLANS.
6.EXISTING FACILITIES TO BE
PROTECTED-IN-PLACE UNLESS
OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS
NOT SHOWN, SEE PAVING, TRAFFIC,
AND UTILITY SHEETS.
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:28 PM | USMB682252C:\BMS\D0342984\BRT-405-CDP500.DWGBRT-405-CDP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022 NSCALE IN FEET
0 30 601530
(1" = 30')
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE PLANS
SOUTH RENTON TC
405-CDP501
23 0
1" = 30'
MATCHLINE - SEE SHEET 405-CDP502
13 INSTALL 5' X 7' MODULAR WETLAND
TREATMENT UNIT #2. SEE DRAINAGE
DETAIL SHEETS.
5a 8" PIPE
16 CONFIRM THIS SD IS ABANDONED AND
CAN BE REMOVED/ABANDONED.
5c 12" PIPE
CONSTRUCTION NOTES:
1 CONNECT TO EXISTING CATCH
BASIN OR MANHOLE.
6 INSTALL CATCH BASIN TYPE 1
PER COR STD PLAN 200.00.
5 INSTALL SD WITH PIPE ZONE BEDDING,
COMPACTION, AND BACKFILL PER COR
STD PLAN 220.00, 220.10, AND 220.20.
15 INSTALL DITCH. MINIMUM SLOPE OF
0.5%.
21 POTHOLE FOR POTENTIAL CONFLICT
PRIOR TO NEXT DESIGN PHASE.
23 THE CITY OF RENTON ON-SITE
STORMWATER MANAGEMENT BMP
REQUIREMENT APPLIES UNLESS THE
PROJECT IS EXEMPT DUE TO SOIL
SUITABILITY. ADDITIONAL SOILS
INVESTIGATIONS ARE NEEDED TO
CONFIRM SOIL SUITABILITY. THIS WILL
BE CONFIRMED DURING INFILTRATION
TESTS AS PART OF FUTURE DESIGN.
5b 8" DUCTILE IRON PIPE
5d 12" DUCTILE IRON PIPE
GENERAL NOTES:
1.SEE CDD SHEETS FOR DRAINAGE
DETAILS.
2.SEE CRY SHEETS FOR TYPICAL
ROADWAY SECTIONS.
3.SEE CXP SHEETS FOR DEMOLITION
AND REMOVAL PLANS.
4.SEE CPP SHEETS FOR PAVING
PLANS.
5.SEE UCP SHEETS FOR UTILITY
PLANS.
6.EXISTING FACILITIES TO BE
PROTECTED-IN-PLACE UNLESS
OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS
NOT SHOWN, SEE PAVING, TRAFFIC,
AND UTILITY SHEETS.156+00158+00160+00161+00 19+2616+001
8
+
0
0
17+6516+0016+0018+0018+3014+70
9+75
10+00
12+00
14+00XXIE 12" CPP NE=21.5IE 27" CONC E=19.7IE 30" CONC SW=19.2WAT=20.4 BOT=17.6CB2.1' X 1.6' CONCRIM=25.47IE 8" CONC N=24.1IE 12" CPP SW=24.0WAT=24.0 BOT=23.6CB2.1' X 1.8' CONCRIM=26.15IE 12" CONC N=20.3IE 12" UNK S=19.9WAT=20.6 BOT=18.8SDMHRIM=26.16UNABLE TO OPENCB1.6' X 2.1' CONCRIM=25.82IE 4" CONC S=24.1IE 12" CPP NW=24.1WAT=23.9 BOT=23.2CB1.4' X 1.4' CONCRIM=26.93N PIPE NOT VISIBLEIE 6" DI W=26.0WAT=26.4 BOT=24.5SDMH60"Ø CONCRIM=27.40IE 27" CONC W=19.8IE 27" CONC NE=19.4WAT=19.6 BOT=18.9SDMH36"Ø CONCRIM=25.24N PIPE NOT VISIBLEIE 24" CMP E=19.3IE 27" CONC SW=19.2WAT=20.6 BOT=19.1CB2.2' X 1.9' CONCRIM=24.95IE 16" CONC SE=20.9WAT=21.5 BOT=19.3CB2.3' X 1.9' CONCRIM=25.94IE 12" CONC S=20.5IE 12" CONC NW=20.3WAT=20.7 BOT=19.2SD
SD
SD
ETTTTTTTEEEEEEEEEEEEEEEEEEEEEE
E
EEEEEEEEEE
EEEE
WWTEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFOFOFOFOFOFOFO
FO
FOFOFOFOFOFOFOFOF
O
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOF
O
F
O
F
O
F
O
FOF
O
F
O
F
O
FOWWWWWWWWWWWWWFOFOFOFOFOFO
SDSDSDSDSDS
D
SD
SD SDSDSDSDSDSDSDSDSDSDSDSD
SD
SD FOFOFOFOFOCB2.2' X 1.9' CONCRIM EL=25.02IE 12" RCP E=21.8WAT=21.9 BOT=20.4CB1.7' X 2.2' CONCRIM EL=25.80IE 8" CPP N=22.6IE 8" CPP SE=22.6IE 8" CPP SW=22.6WAT=22.6 BOT=21.1CB1.9' X 2.2' CONCRIM EL=24.23IE 8" CONC E=22.5IE 8" CPP S=22.6IE 8" CONC W=22.6WAT=22.6 BOT=22.6CB2.2' X 1.9' CONCRIM EL=24.72IE 12" RCP N=22.3IE 12" RCP S=22.2WAT=22.2 BOT=20.4CB1.9' X 2.2' CONCRIM EL=24.68IE 12" RCP NE=21.1IE 12" RCP W=21.0WAT=21.7 BOT=19.8CB1.7' X 2.2' CONCRIM EL=25.92IE 12" RCP N=21.8IE 8" CONC E=21.2IE 12" RCP S=21.6IE 8" CONC W=22.7WAT=21.7 BOT=20.8CB1.9' X 2.2' CONCRIM EL=25.33IE 8" CONC E=23.8WAT=23.4 BOT=22.8CBRIM=27.30UNABLE TO ACCESSSDSDSDSDMHRIM=24.94NEEDS TRAFFIC CONTROLSDMHRIM=15.02NEEDS TRAFFIC CONTROLCBRIM=25.13NEEDS TRAFFIC CONTROLFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO
FOFOFOFO
FOFO
FO
FOFOFOFOFOFOFO FO FO
FO FO FO
SSSSSSSSSSSSWWWWWWWWWWSSSSSSFOSDSDSDSDSDSDSSSS
SS
SS SSSSSSSSSSSSSSSSSS
SSSSSS
SS SSSSSSSS SS
WWEEEEEETRANSFORMERCHARGERITSDSDSD
SDSDSDSDSDSDSD
SDSDSDSDLAKE AVE S
4
0
5
-C
-R
a
i
n
i
e
r
-
L
a
k
e
-D
rw
y
PROPERTY LINE, TYP
16
5b
16
21
5b
5d
5d
5a
5b
5d
5d
5c
405-C-Rainier-Lake-Drwy
STA 18+63.65, 11.43' RT
RIM=26.2'
IE(N)(SW)=23.6'
6
405-C-Rainier-Lake-Drwy
STA 18+84.19, 10.63' LT
RIM=25.7'
IE(N)(SW)=23.7'
6
405-C-CenterIslandN STA 17+56.70, 14.89' LT
RIM=26.7'
IE(S)=24.6'
6405-C-CenterIslandN405-C-CenterIslandS405-C-CenterIslandS STA 17+93.54, 34.06' LT
RIM=25.9'
IE(N)(S)=24.4'
6
405-C-CenterIslandS STA 17+91.42, 14.11' RT
RIM=26.2'
IE(N)(S)=24.2'
6
405-C-GradyW405-C-Lake
A
ve-S
405-C-GradyW
STA 158+17.12, 55.61' LT
BEGIN DITCH15
405-C-Rainier-Lake-Drwy
STA 16+93.88, 11.26' LT
RIM=26.3'
IE(W)=23.2'
IE(N)=23.2'
6
405-C-Rainier-Lake-Drwy
STA 16+02.71, 12.07' RT
RIM=25.3'
IE(NE)=23.7'
6
405-C-Rainier-Lake-Drwy
STA 16+95.08, 23.01' LT
RIM=26.8'
IE(N)(S)=23.1'
6
405-C-Rainier-Lake-Drwy
STA 17+64.78, 56.19' LT
EX RIM=27.4'
EX IE(W)=19.8'
EX IE(E)=19.4'
IE(NW)=24.7'
IE(SW)=20.6'
1
405-C-Rainier-Lake-Drwy
STA 17+39.96, 112.84' LT
RIM=27.4'
IE(SE)=25.4'
6
405-C-Rainier-Lake-Drwy
STA 17+32.69, 66.21' LT
RIM=27.8'
IE(S)(E)=20.7'
6
405-C-Rainier-Lake-Drwy
STA 17+29.56, 58.53' LT
RIM=27.2'
IE(N)=20.8'
IE(S)=22.9'
13
405-C-Rainier-Lake-Drwy
STA 17+23.61, 54.95' LT
RIM=27.8'
IE(N)(S)(E)=22.9'
6
405-C-LakeAve-S STA 11+85.33, 26.28' RT
RIM=25.4'
IE(N)=21.9'
6
405-C-LakeAve-S STA 12+33.83, 14.01' RT
RIM=25.2'
IE(W)=21.4'
IE(S)=21.4'
6
405-C-LakeAve-S STA 12+33.43, 14.23' LT
RIM=25.2'
IE(N)=21.7'
IE(E)=21.7'
6
405-C-LakeAve-S STA 14+16.06, 21.95' LT
RIM=25.9'
IE(S)=23.6'
6S GRADY WAY23
405-C-LakeAve-S STA 12+12.58, 16.27' RT
EX RIM=25.3'
IE(N)=21.2'
IE(S)=21.2'
EX IE (SE)=20.9'
6
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE PLANS
SOUTH RENTON TC
405-CDP502
24 0
1" = 30'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:31 PM | USMB682252C:\BMS\D0342984\BRT-405-CDP500.DWGBRT-405-CDP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022 NSCALE IN FEET
0 30 601530
(1" = 30')
MATCHLINE - SEE SHEET 405-CDP501
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+001011+47
10+00
12+0010+00
12+009+5110+0012+00X
X
UT
H
HHH
H
CB
1
.
7
'
X
2
.
1
'
CON
CRIM
=
2
4
.
6
8
IE
6
"
CO
NC
N
=
2
3
.
4
IE
6
"
C
P
P
E
=
2
3
.
5
I
E
6
"
CO
NC
S
=
2
3
.
3WAT
=
2
3
.
4
BO
T
=
2
2
.
0YARD
D
R
A
IN
0
.
9
'
X
0
.
9
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CONCRIM
=
2
4
.
9
6
IE
6
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P
VC
SW
=
2
4
.
0BOT
=
2
3
.
6
Y
AR
D
D
R
A
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0
.
9
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0
.
9
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C
O
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=
2
5
.
1
7
IE
6
"
P
V
C
N
E
=
2
4
.
0
IE
6
"
PV
C
SW
=
2
4
.
0
BO
T
=
2
3
.
7
I
N
L
E
TRIM
=
2
4
.
2
0
CB
2
.
2
'
X
1
.
9
'
CO
NC
R
IM
=
2
4
.
0
7
IE
1
2
"
D
I
S
E
=
2
1
.
5WA
T
=
2
1
.
5
BO
T
=
1
9
.
6
C
B
2
.
3
'
X
2
.
1
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CON
CRIM
=
2
4
.
5
8
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6
"
C
O
NC
N
E
=
2
3
.
4WAT
=
2
3
.
4
BO
T
=
2
0
.
7
IN
L
E
TRIM
=
2
3
.
9
7
CBRIM
=
2
3
.
7
9
CBRIM
=
2
4
.
5
1
CB
2
.
2
'
X
1
.
9
'
CO
NC
R
IM
=
2
4
.
2
5
I
E
6
"
D
I
N
=
2
2
.
3
IE
1
2
"
D
I
S
E
=
2
1
.
7
IE
1
2
"
D
I
NW
=
2
1
.
6WA
T
=
2
1
.
7
B
O
T
=
2
0
.
1CB2
.
2
'
X
1
.
9
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CONCRIM
=
2
4
.
4
7
I
E
1
2
"
D
I
NW
=
2
1
.
4WAT
=
2
1
.
3
BO
T
=
1
9
.
8
I
N
L
E
TRIM
=
2
5
.
2
5 CB
1
.
7
'
X
2
.
2
'
CO
NC
R
IM
=
2
4
.
7
4
I
E
6
"
C
ON
C
W
=
2
3
.
9WA
T
=
2
3
.
8
BO
T
=
2
2
.
0CB
2
.
1
'
X
1
.
7
'
CONC
R
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=
2
4
.
6
4
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8
"
CON
C
N
=
2
3
.
2
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4
"
CON
C
E
=
2
3
.
3
I
E
6
"
CON
C
E
=
2
3
.
3
IE
6
"
X
6
"
SQ
U
AR
E
CON
C
W
=
2
3
.
1WA
T
=
2
3
.
2
B
O
T
=
2
2
.
4
S
DM
H
3
6
"Ø
B
R
IC
KRIM
=
2
4
.
9
3
I
E
1
2
"
CONC
N
=
1
9
.
1
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E
6
"
CO
NC
E
=
2
0
.
2
I
E
1
2
"
CO
NC
S
=
1
9
.
3
I
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8
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D
I
NW
=
2
2
.
0WA
T
=
1
9
.
2
BO
T
=
1
7
.
6
C
B
2
.
2
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X
1
.
9
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C
ON
CRIM
=
2
3
.
8
1
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E
6
"
PV
C
N
E
=
2
1
.
2
I
E
1
2
"
D
I
NW
=
2
0
.
8WAT
=
2
0
.
9
BO
T
=
1
9
.
2CB
2
.
2
'
X
1
.
9
'
CON
CRIM
=
2
4
.
2
7
I
E
1
2
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D
I
NW
=
2
1
.
1WA
T
=
2
1
.
1
BO
T
=
1
9
.
4
I
N
LE
T
R
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=
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5
.
1
2
IN
L
E
TRIM
=
2
3
.
6
2SDMH3
6
"Ø
CO
NC
R
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=
2
5
.
7
8
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D
I
W
=
2
3
.
2WA
T
=
2
2
.
7
B
O
T
=
2
1
.
0 SDI
N
L
E
T
R
IM
E
L
=
2
6
.
8
8
N
E
E
D
S
T
R
A
F
F
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C
C
ON
T
R
O
L
E
E ESSSSSSSSSSSSSS
SSSSSSSSSSSSSSFOFOFOFOE
E
E
E
EEEEEEEEEE
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E
/////////////
/
/
///
/
//FOFOFOFOFOFOFOFOFO
FOFOFO FOFOFOFO
FOFOGG
GG
GGEEE GFO
FOFOFOFOFOFO
FO
FO
FO
FOFOFOFOFOFOFOSS
SS
SS
SS
W
W
WWWWWWSD
SD
FO
FO
FO
FO
FO
F
O
FOFOFOFOFOFOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
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SD
SD
SD
SD SDSSSSSSFOFOFO ESS
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SS
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TTT GGGGGGGG GG EEE
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C C C C C
T T T T T TEETT
TEEG G CCEGE
SDSD
SD
S
D
PROPERTY
LINE, TYP
4 0 5 -C -R a in ie rS
405-C-
H
ar
di
e
S
W
4
0
5
-
C
-G
r
a
d
yW 405-C
-SW7THST
EXISTING
ROW, TYP
405-C-RainierS
405-C-RainierS STA 17+97.76, 49.95' RT62
405-C-RainierS STA 18+02.60, 52.62' RT
FILTERRA #314
405-C-RainierS STA 15+42.88, 47.70' RT62
405-C-RainierS STA 16+21.73, 52.06' RT
FILTERRA #214
405-C-RainierS STA 16+17.49, 1.30' LT
FILTERRA #114
405-C-RainierS STA 16+25.57, 6.65' LT1
405-C-RainierS STA 18+00.10, 10.60' LT118
405-C-RainierS STA 17+89.77, 0.40' RT6
405-C-RainierS STA 18+07.75, 48.95' RT18
405-C-RainierS STA 16+54.86, 48.64' RT
RIM=23.4'
IE(E)=20.5'
EX IE(NE)=20.3'
EX IE(SW)=20.4'
1
405-C-RainierS STA 15+34.72, 53.45' RT
FILTERRA #414
405-C-RainierS STA 15+97.46, 4.24' LT18
405-C-RainierS STA 16+29.49, 49.77' RT62
24
24
2425
2 CONNECT TO EXISTING SD.
CONSTRUCTION NOTES:
6 INSTALL CATCH BASIN TYPE 1
PER COR STD PLAN 200.00.
14 INSTALL 4' X 4' FILTERRA. SEE
DRAINAGE DETAIL SHEETS.
18 REPLACE GRATE WITH SOLID LID PER
COR STD PLAN 204.10 AND ADJUST TO
GRADE.
24 EQUIP NEW FILTERRA WITH A FILTERRA
THROAT OPENING WITH EXTENDED
FLUME TO AVOID CONFLICT WITH
EXISTING SD.
1 CONNECT TO EXISTING CATCH
BASIN OR MANHOLE.
25 POWER TO BE RELOCATED.
GENERAL NOTES:
1.SEE CDD SHEETS FOR DRAINAGE DETAILS.
2.SEE CRY SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE CXP SHEETS FOR DEMOLITION AND REMOVAL
PLANS.
4.SEE CPP SHEETS FOR PAVING PLANS.
5.SEE UCP SHEETS FOR UTILITY PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.SW 7TH
ST
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE PLANS
RAINIER AVE S
405-CDP503
25 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:35 PM | USMB682252C:\BMS\D0342984\BRT-405-CDP500.DWGBRT-405-CDP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
G
RAD
Y
W
A
Y
RAINIER AVE S
HARDI
E
A
V
E
S
W
FLOW FLOW
EX CURB
EX GUTTER
4.0'
INLET OPENING
13.0' CONCRETE DEPRESSED GUTTERFLOWEX GUTTER
EX CURB
2
B
-
CONNECT PIPE TO
BYPASS STRUCTURE
6"Ø OUTLET PIPE
A,C
-4.0'4
3.54'INV. TO TOPCLEANOUT COVER
TREE GRATE AND FRAME
MULCH
LAYER
6"Ø OUTLET PIPE
(LOCATION VARIES)
FILTERRA
ENGINEERED MEDIA
PERFORATED
UNDERDRAIN
UNDERDRAIN STONE
PROVIDED BY FILTERRAINTERNAL JOINT, TYP
DEPRESSED GUTTER
AND THROAT OPENING
4.0'
TRANSITIONAL
DEPRESSED GUTTER
5.0'
FULLY DEPRESSED GUTTER
SEE DETAIL 2 THIS SHEET
4.0'
TRANSITIONAL
DEPRESSED GUTTER
EX CURB
THROAT
OPENING
TRANSITIONAL
CURB
0.5'FILTERRA UNIT (BEHIND)
TRANSITIONAL
CURB
0.5'EX GUTTER
EX CURB
EX GUTTER 0.5'EX PAVEMENT
8" PRECAST
TOP SLAB
(FILTERRA UNIT)
INLET TRAY (FILTERRA UNIT)
TO BE INSTALLED BY FILTERRA
CREW AT ACTIVATION
PRECAST BOX WALL
(FILTERRA UNIT)
DEPRESSED GUTTER
AND THROAT OPENING
STANDARD 90°
NOSING
(FILTERRA UNIT)
#4 DOWEL BARS
@ 12" O.C.
(FILTERRA UNIT)
EX CURB AND GUTTER (BEHIND)
THROAT
OPENING
ELEVATION
2
-
1.0'1.0'0.5'1.0'0.5'
1.5'1.0'0.5'SCALE IN FEET
0
(CUSTOM)
2 1 2 4
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE DETAILS
SOUTH RENTON TC AND RAINIER AVE S
405-CDD501
26 ----
AS NOTED----
----
----
----No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:36 PM | USMB682252C:\BMS\D0342984\BRT-405-CDD500.DWGBRT-405-CDD500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
STANDARD FILTERRA UNIT WITH OFF-LINE BYPASS
SCALE: 1"=2'
1
-
FILTERRA UNIT WITH PERFORATED UNDERDRAIN
SCALE: 1"=2'
A
-
CONCRETE DEPRESSED GUTTER
SCALE: 1"=2'
B
-
DEPRESSED GUTTER AND THROAT OPENING
SCALE: 1"=1'
C
-
DEPRESSED GUTTER AND
THROAT OPENING DETAIL
SCALE: 1"=1'
2
-
GENERAL FILTERRA CONSTRUCTION NOTES
1.FILTERRA UNIT TOP ELEVATION AND THROAT OPENING ELEVATIONS
ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY FILTERRA UNIT
ELEVATIONS AND SET FILTERRA UNIT ELEVATIONS TO ACHIEVE
REQUIRED GRADES FROM EXISTING GUTTER.
2.IF THE FILTERRA IS STORED BEFORE INSTALLATION, THE TOP SLAB
MUST BE PLACED ON THE BOX USING THE 2X4 WOOD PROVIDED, TO
PREVENT ANY CONTAMINATION FROM THE SITE. ALL INTERNAL
FITTINGS SUPPLIED (IF ANY), MUST BE LEFT IN PLACE AS PER THE
DELIVERY.
3.THE UNIT SHALL BE PLACED ON A COMPACTED SUB-GRADE WITH A
MINIMUM 6-INCH CSTC. THE UNIT IS TO BE PLACED SUCH THAT THE
UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA
OF THE UNIT. COMPACT UNDISTURBED SUB-GRADE MATERIALS TO
95% OF MAXIMUM DENSITY AT +1 TO 2% OF OPTIMUM MOISTURE.
UNSUITABLE MATERIAL BELOW SUB-GRADE SHALL BE REPLACED TO
THE ENGINEER'S APPROVAL.
4.OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET
THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO
MEET SITE CONDITIONS AND CITY STANDARDS.
5.ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND
PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY
THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX
AND THE TOP SLAB. THE TOP LID SHOULD BE SEALED ONTO THE
BOX SECTION BEFORE BACKFILLING, USING A NON-SHRINK GROUT,
BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON
TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST
NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED
DEALER) WILL REMOVE THESE SECTIONS AT THE TIME OF
ACTIVATION. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL
MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6"
LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A
MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL
INSTANCES, INSTALLATION OF FILTERRA UNIT SHALL CONFORM TO
ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR
INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES",
UNLESS DIRECTED OTHERWISE IN CONTRACT DOCUMENTS.
6.THE CONTRACTOR IS RESPONSIBLE FOR INLET
PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH
FILTERRA UNIT.
7.ACTIVATION OF THE FILTERRA UNIT IS PERFORMED ONLY BY THE
SUPPLIER. CONTRACTOR IS RESPONSIBLE FOR FILTERRA INLET
PROTECTION AND SUBSEQUENT CLEAN OUT COST. THIS PROCESS
CANNOT COMMENCE UNTIL THE AREA TRIBUTARY TO THE UNIT IS
FULLY STABILIZED AND CLEANED (FULL LANDSCAPING, GRASS
COVER, FINAL PAVING AND STREET SWEEPING COMPLETED),
NEGATING THE CHANCE OF CONSTRUCTION MATERIALS
CONTAMINATING THE FILTERRA SYSTEM. CARE SHALL BE TAKEN
DURING CONSTRUCTION NOT TO DAMAGE THE PROTECTIVE
THROAT AND TOP PLATES.
CONSTRUCTION NOTES
CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING CURB AND
GUTTER AS NECESSARY TO INSTALL FILTERRA UNIT AND
TRANSITIONAL CURB.
CONTRACTOR SHALL CAST IN PLACE NEW CEMENT CONCRETE
DEPRESSED GUTTER AND TRANSITIONAL CURB AS NEEDED.
DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED. NEW CURB AND GUTTER SHALL TRANSITION SMOOTHLY TO
MATCH EXISTING GRADES AND FEATURES INCLUDING CURB, GUTTER,
AND PAVEMENT.
ORIENTATION OF FILTERRA UNIT SHOWN IS FOR LEFT SIDE OUTLET.
RIGHT SIDE OUTLET VERSION IS AN EXACT MIRROR IMAGE. LEFT AND
RIGHT SIDE ORIENTATION IS BASED ON LOOKING TOWARDS THE UNIT
FROM THE STREET CENTERLINE.
OUTLET PIPE LOCATION VARIES, SEE DRAINAGE PLAN SHEETS.
CONTRACTOR TO BEND FILTERRA UNIT DOWEL BAR AS NEEDED TO
INSTALL CAST IN PLACE DEPRESSED GUTTER AND THROAT OPENING.
INTERIOR FEATURES OF FILTERRA UNIT ARE TYPICALLY PROVIDED
BY MANUFACTURER AND ARE SHOWN FOR REFERENCE ONLY.
STATION/OFFSET LOCATIONS AND NORTHING/EASTING
COORDINATES FOR FILTERRA UNITS ARE FOR MIDPOINT OF THROAT
OPENING AT OUTER FACE OF PRECAST WALL. UNIT ALIGNMENT IS
ORIENTED PARALLEL TO CURB LINE. LOCATIONS ARE APPROXIMATE,
CONTRACTOR TO FIELD VERIFY.
THROAT CLEARANCE SHALL BE 4" MIN AND 6" MAX.
SEE FILTERRA UNITS SCHEDULE FOR THROAT OPENING ELEVATION.
TABLE ELEVATION IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY.
SCALE IN FEET
0
(CUSTOM)
1 0.5 1 2
1
2
3
4
5
6
7
8
99
3 6
3 6
3
FILTERRA UNITS SCHEDULE
ID #STATION/
OFFSET
OUTLET
SIDE
THROAT
OPENING
ELEVATION
PLANT
SELECTION
1 405-C-RainierS
16+17.5, 1.3' LT L 25.2'
CHOKEBERRY,
BLACK (ARONIA
MELANOCARPA)
2 405-C-RainierS
16+21.7, 52.1' RT L 23.5'
CHOKEBERRY,
BLACK (ARONIA
MELANOCARPA)
3 405-C-RainierS
18+02.6, 52.6' RT R 24.0'
CHOKEBERRY,
BLACK (ARONIA
MELANOCARPA)
4 405-C-RainierS
15+34.7, 53.5' RT L 24.0'
CHOKEBERRY,
BLACK (ARONIA
MELANOCARPA)
9
37
BOTTOM WIDTH
PER PLAN
3" COMPOST
BLANKET (CABS)
3 (TYP)
1 1/8"SEE NOTE 4 PAVEMENT PER
DESIGN DOCUMENTS
10"10"10"FLOW SPREADER
AT HEAD OF SWALE
QUARRY SPALLS
CATCH BASIN
SCALE IN FEET
0
(CUSTOM)
2 1 2 4
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE DETAILS
SOUTH RENTON TC
405-CDD502
27 ----
AS NOTED----
----
----
----No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:36 PM | USMB682252C:\BMS\D0342984\BRT-405-CDD500.DWGBRT-405-CDD500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
SCALE IN FEET
0 10 20510
(1" = 10')
COMPOST AMENDED BIOSWALE (CABS)
SCALE: 1"=2'
3
-
1.TRENCH DRAIN TO BE S200K POWERDRAIN - LOAD CLASS F AS MANUFACTURED BY
ACO-POLYMER PRODUCTS, INC.
2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI. CONCRETE SHOULD BE VIBRATED TO
ELIMINATE AIR POCKETS.
3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE REQUIRED.
4.THE FINISHED LEVEL OF THE CONCRETE SURROUNDING THE GRATE MUST BE APPROX. 1
8"
ABOVE THE TOP OF THE CHANNEL EDGE.
5.GRATES SHALL BE SECURED USING 'POWERLOK' BOLTLESS LOCKING SYSTEM.
6.THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND RECOMMENDATIONS.
TRENCH DRAIN
SCALE: NTS
5
-
TRENCH DRAIN SPECIFICATION CLAUSE
1.CABS LENGTH, SLOPE, AND BOTTOM WIDTH PER PLAN.
2.INSTALL LEVEL SPREADERS PER COR STANDARD DETAIL 217.50 EVERY 50 FT OF SWALE
LENGTH.
3.INSTALL FLOW SPREADER WITH CONCRETE SUMP AT THE BEGINNING OF SWALE PER
DETAIL 4 THIS SHEET.
CABS NOTES:
CABS FLOW SPREADER WITH CONCRETE SUMP
SCALE: 1"=2'
4
-
FLOW CONTROL
RISER
LENGTH,
SEE SCHEDULE
0.5'
C/L
IE IN
IE OUT
0.5'
RIM/FG
PRE-FILTER
CARTRIDGE
C/L
C/L
INLET PIPE SEE
NOTES
OUTLET PIPE
SEE NOTES
B/C
-
A
-
WETLAND
MEDIA BED
DRAIN DOWN
FILTER
PERIMETER
VOID AREA
PRE-FILTER
CARTRIDGE
PLANT
ESTABLISHMENT
MEDIA
WIDTH,
SEE SCHEDULE
0.5'
C/L
0.5'
RIM/FG
HATCH
0.71'VEGETATION
0.5'HEIGHT, SEE SCHEDULEOUTLET PIPE
WIDTH,
SEE SCHEDULE
0.5'
C/L
0.5'
RIM/FG
HATCH
0.71'SOLID LID
HEIGHT, SEE SCHEDULE0.5'OUTLET PIPE
SCALE IN FEET
0
(CUSTOM)
2 1 2 4
CONTRACT UNIT DESCRIPTION 5
CIVIL
DRAINAGE DETAILS
SOUTH RENTON TC
405-CDD503
28 ----
AS NOTED----
----
----
----No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:01/31/22 | 5:36 PM | USMB682252C:\BMS\D0342984\BRT-405-CDD500.DWGBRT-405-CDD500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
MODULAR WETLAND ELEVATION
SCALE: 1"=2'
A
-
1.MODULAR WETLAND SHALL BE MANUFACTURED BY BIO CLEAN, INC.
2.MODULAR WETLAND WITHOUT PLANTS SHALL HAVE SOLID CONCRETE COVER AND ACCESS HATCHES MEETING HS20-44 LOADING.
3.INTERNAL VAULT DIMENSIONS.
MODULAR WETLAND GENERAL NOTES:
MODULAR WETLAND PLAN
SCALE: 1"=2'
6
-
MODULAR WETLAND SECTION
SOLID LID
SCALE: 1"=2'
C
-
MODULAR WETLAND SECTION
WITH VEGETATION
SCALE: 1"=2'
B
-
MODULAR WETLAND UNITS SCHEDULE
UNIT
#
STATION/
OFFSET
LENGTH
(FT) (SEE
NOTE 3)
WIDTH
(FT) (SEE
NOTE 3)
HEIGHT
(FT)
INLET PIPE
SIZE (IN)
INLET
PIPE IE
OUTLET
SIDE
OUTLET PIPE
SIZE (IN)
OUTLET
PIPE IE
PLANT
SELECTION
1
405-C-Rainier-
Lake-Drwy
10+24.9, 17.0' RT
6.3 4.0 5.0 8 22.8 R 8 20.7
CHOKEBERRY,
BLACK (ARONIA
MELANOCARPA)
2
405-C-
CenterIslandS
17+27.7, 59.0' LT
6.3 4.0 7.0 12 22.9 L 12 20.8
NO PLANTS. USE
SOLID COVER.
SEE NOTE 2.
CHARGER
CHARGER CHARGER
CHARGER
CHARGER
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER CHARGER
IT
CHARGER16+0018+00750
+
0
0
750
+
0
0
152+00
154+00
156+00
158+00
160+00
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+0
0
17+65
10+00
12+
0
0
14+00 16+00
9+5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
SDSD
SD
SD
SDSDSD SD
SD
SDSDSDSDSDSDSD
SD
SD
SD
XXX
X
X
X
X XXX
X
CONC
CONC
SIGN
DEBRISRAINIER AVE S SBRAINIER AVE S NBRAINIER AVE S NBSR-167 NBSR-167 SBGRADY W
A
Y
E
B
GRADY W
A
Y
E
B
GRADY W
A
Y
E
BLAKE AVE SLAKE AVE SCONC
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH E 1,298,300E 1,298,400E 1,298,500E 1,298,600E 1,298,700E 1,298,700E 1,298,800E 1,298,800E 1,298,900E 1,298,900E 1,299,000N 175,400
N 175,500
E 1,298,500E 1,298,600UT
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLTS
VLTSDSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSDSS SDSD30" CONC
30" C
O
N
C
27" CONC
27" CONC
27" CONC
24" CMP12" CONC4" CONC6" DI12" CPP12" CPP6" CONC
8" VC
8" CONC18"
CONC
HH
BROADBAND
VAULT
5" TREE
11' DLN
5" TREE
11' DLN
11" STUMPCONC BENCHCONC BENCH
YIELD
A
R
T
W
O
R
KLANDSCAPINGCONCDRW35
MPH
5" TREE
8' DLN
5" TREE
11' DLN
5" TREE
11' DLN
6" TREE
12' DLN
5" TREE
11' DLN
5" TREE
13' DLN
6" TREE
12' DLN
6" TREE
13' DLN DRW5" TREE
15' DLN
6" TREE
14' DLN
8" TREE
16' DLN
5" TREE
12' DLN
LANDSCAPING6" TREE
14' DLN
SWMULTIPLE
6" TREES
35' DLN
5" TREE
8' DLN
5" TREE
11' DLN
ASPHASPHASPH
CONC SEA
M
S
(
T
Y
P
)LANDSCAPINGC&GC&GOE
OE
OE
OE
OE
OE
OE
OE
ASPH
SW
SW
SW
LANDSCAPINGDRWDRWEEEE
E E EE WV3WVWVWV
3WV
WVWV
WV3WV HHHHHHHHHHHHHHHH
HH
HH
HH
HH
3HH
HH
HH
HH
HH HH
HH
HH
4ELEC
VLT
2ELEC VLT2IRRG GVGVWMHH
MW
WM
ELEC
VLT
E
HH
2WV
HH
ELEC
VLT
HH
HH
E
E
W
EWWWWWWWWWWWWWWWEEEEEWM
G
E
E
E
E
T
T
T
T
T
E
E
E EEE EEE
E
E
EEE
E
E
E EEEEW
3TRAFFIC
CONTROL
CABINETS
CO
WW
WWWFO
FOFOFOFO
FO
FO
FOFO
WW
WW
W
MW
GV
GV
GM
WM
WM
WM
WM
WV
WV
3W
V
WV
WM
MWW VLTMW
2VLTS
HH
TEEWWTTE
E TTTTT
EEEEEEE
EE
E
T T
T
TTTT TTE
E
EEEEE E E E E
TS
HHHH
HH
HH
HH
HH TMH
VLT
TS VLT
HH
VLT
UNKNO
W
N
U
T
I
L
2" DROP
2" DROP
HH
GM
DETECTO
R
LOOP (TY
P
)
DETECTO
R
LOOP (TY
P
)
G EEE EE
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
EGFOFOFOFOFOFO
FO
FO
FO
FO
F
OFO FO
FO
FO
FO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFO
FOFOFO
W
W
W
W
W
WW W W W
WWWWWWWSD
SD
SD
SDSD W
W
WFO FOFOFO
FOFOFO
FO
FO
FO
FOFO FOFO
FO
S
D
S
D
S
D
S
D
SD
SDSD
SDSD
SDSDSDSDSDSDSDSDSDSDSD
SDSDS
D SDSDSD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD SDSDSD
SD
SD
SD
S
S
FOFOEEEEEEE
EEEEEFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FOFOFO
FO
HH
HH 16" CMP////////////
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X
X
X X
X
X
X
X
X XXXXXX6' CLEF
X
X X
X
6' TEMP CLE
F
X X X
X XXX
XXX
6' TEMP CLE
F
XX6' TEMP CLEF XXX6'
T
EMP
C
LEF
SOUND
COLLISION
CENTER
X
X
X
X
X
X8' CLEF////////
ASPH
ASPH
ASPH
X
X
X
X X X X X X X X X X
XXXXX5.5' CLEF
PP
PP
PP
SIGN
6" TREE
19' DLN4" TREE
10' DLN
LOAD
LIMIT
USE
CROSSWALK
SW
PARK &
RIDE
USE
CROSSWALK
X
2' FNC
C&G C&GC&GGATE//
////
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///6' CLEFASPH
5.5' CLEF
6' CL
E
F
BLDG
EQUIP
GAZEBO
CONC
ELEC
EQUIP
SIGN ON
CONC BASE
SIGN ON
CONC BASE
SIGN ON
CONC BASE
SIGN ON
CONC BASE
SOUND
COLLISION
CENTER
LANDSCAPINGLANDSCAPINGLANDSCAPING
LANDSCAPINGLANDSCAPING2 11" TREES
32' DLN
MULTIPLE
5-7" TREES
20' DLN SWSWSWSWSW
LANDSCAPING
MAZDA
SIGN
GRASS
C&G
SW
SW
SW
C&G
/////////////////////////////////////////////////////////////////
SIGN ON
CONC BASE
SIGN ON
CONC BASE
5" TREE
8' DLN
4" TREE
7' DLN
CONC BASE
REMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
PM XXXXX6' TEMP CLEF6' CLEF
WELCOME TO
TRUCK CITY SIGN
SIGN
2 BLRD////////////
////
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/////////////////////////////////////////////////////////////////////OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE//////////////////
////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/////////////
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3 BLRD
WHEEL STO
P
S
(
T
Y
P
)WHEEL STOPS (TYP)6' TEMP CLEFSIGN ON
CONC BASE
BLD
EQUIP
SIGN POST ON
CONC BASE
WHEEL
STOPS (TYP)
6' CLEF
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE
PIV
GAT
E
STORAGE
SHED
MISC
VALV
SHELTER
CANOPY EOPEOPEOPEOP15 MPH
SIGN
BLDG
BLDG
BLDG
BLDG
SD
12" RCP
8" CONC
8" CONC
4" CONC30" CPP24" CPP12" CP
P 18" DI24" CPPGGFO
FO
FO
FO EEEEEEEEEEEEE E E E E
E
E
E
OEOEOEOEOEOESL
SL
FO
FO
FO
FOFOFOEFOFOFO
FOFOFOFOFOFOFOWWWSSSSFO
SSSSSSSSSSSSSSSSSSWWFOSSSSSSSSCOMCAST
COMCASTCOMCASTCOM
C
A
S
T
COMCAST
COMCAST
COMCAST
COMCAST COMCA
STCOMCAST
COMCASTCOMCAS
T
COMCASTCOMCASTCO
M
C
A
S
T
F
O
COMCAST
CENTURYLINK FOCENTUR
Y
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTUR
Y
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURYLINK FO3-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
PSE
PSE
PSEPSEPSEPSEPSE
PSE
PSE PSEPSEPSEPSERENTONRENTONR
EN
TO
NRENTONRENTON RENTONRENTONRENT
ON
WSDOT FOWSDOT FOWSDOT FO
2-ZAYO F
O
2-ZAYO F
O
2-ZAYO FO
2-ZAYO F
O
2-ZAYO FOPSE
G
A
S
PSE GAS PSE GASPS
E
G
A
S
PSE GAS
PSE GASPSE GAS PSE GASPSE GAS
POTHOLE SRTC-19B
GND=26.86
1" PVC PWR
TOP OF CND=25.11
POTHOLE SRTC-19A
GND=26.86
6" DI W
TOP OF PIPE=23.66
POTHOLE SRTC-26
GND=26.60
2 x 1" PVC PWR
TOP OF CND=24.67
POTHOLE SRTC-12
GND=27.53
9 DIRECT BURIED PWR CND
TOP CENTER OF CABLES=25.76
POTHOLE SRTC-16
GND=27.00
2" PVC COMM
TOP OF PIPE=24.38
POTHOLE SRTC-15
GND=27.33
2" STW GAS
TOP OF PIPE=24.12
EEEE POTHOLE SRTC-21
GND=26.51
8" DI W
TOP OF PIPE=23.70
POTHOLE SRTC-27
GND=26.70
8" DI W
TOP OF PIPE=23.86WW
POTHOLE SRTC-24
GND=27.59
2" STW GAS
TOP OF PIPE=25.60
POTHOLE SRTC-25
GND=27.77
2-PVC CND PWR
TOP OF CND=26.84
POTHOLE SRTC-28
GND=26.93
2" PVC COMM
TOP OF CND=24.82
POTHOLE SRTC-29
GND=26.83
6" W
TOP OF PIPE=23.59
POTHOLE SRTC-30
GND=26.69
8" DI W
TOP OF PIPE=21.81
POTHOLE SRTC-32
GND=26.76
5 DIRECT BURIED PVC PWR CND
28" WIDE
TOP CENTER OF PIPES=22.87
POTHOLE SRTC-33
GND=26.45
7-DIRECT BURIED PWR CND
6" WIDE
TOP CENTER OF CND=24.73
POTHOLE SRTC-37
GND=26.13
DNF W
POTHOLE SRTC-37A
GND=26.17
DNF W
E
E
E
E
TT
T
T
T
T
T
T
T
T
T
GGGGG
G
G
GGGGGG G
GGGPOTHOLE SRTC-35
GND=26.42
DNF W
POTHOLE SRTC-31
GND=26.79
2" PVC COMM
TOP OF PIPE=24.71
POTHOLE SRTC-20
GND=25.37
8" STEEL W
TOP OF PIPE=22.49
POTHOLE SRTC-26A
GND=27.42
2" STW GAS
TOP OF PIPE=25.20
POTHOLE SRTC-11
GND=28.00
0.5" CABLE COMM
TOP OF CND=25.45
E
E
EEE
E
E
EEE
E
W
W
W
W
W
G
G
G
EEW E EE EEEE
E
E EEWWWW
E
EE
UTIL
VLT
HH
HH
HH
E
EE
E
UNKNOWN U
T
I
L
I
T
Y
UTIL
VLT
FO
VLTCCCCCFOFOFOFOFOFOFOFOFOFOTTTTTTEFOFOET
T
TEGGFOFOFOC
EFOPOTHOLE 39
GND EL=27.28
2-6" PWR CND
TOP OF CND EL=24.10
POTHOLE 38
GND EL=27.46
1" COMM DIRECT BURIED CABLE
TOP OF CABLE EL=24.38
POTHOLE 40
GND EL=27.33
DUG 5' DID NOT FIND
POTHOLE 13
GND EL=29.05
2" POWER CND
TOP OF CND EL=26.84
POTHOLE 14
GND EL=25.96
2" POWER CND
TOP OF CND EL=23.96
POTHOLE 45
GND EL=24.06
2" POWER
TOP OF CND EL=22.28
POTHOLE 48
GND EL=24.39
6" STORM PIPE
TOP OF PIPE EL=22.13
POTHOLE 48B
GND EL=24.38
4" COMM CND
TOP OF CND EL=21.67
POTHOLE 49
GND EL=24.52
2 x 2" POWER
TOP OF CND EL=22.63
POTHOLE 53
GND EL=27.04
6" GAS
TOP OF PIPE EL=22.41
POTHOLE 50
GND EL=26.79
6"&4"&2-2"&1" POWER CND
TOP OF CND EL=25.31
IRRG
POTHOLE 43
GND EL=26.98
DUG 6' DID NOT FINDPOTHOLE 42
GND EL=26.98
2-6" POWER CND
GND EL=23.99
POTHOLE 01
GND EL=29.05
4" FIBER OPTIC
TOP OF CND EL=27.01
POTHOLE 14A
GND EL=25.96
4" COMM CND
TOP OF CND EL=24.13
POTHOLE 51
GND EL=27.04
4 x 4" FIBER OPTIC
TOP OF CND EL=22.66E POTHOLE 49A
GND EL=24.52
2 x 4" COMM
TOP OF CND EL=22.60
POTHOLE 48A
GND EL=24.38
2" POWER CND
TOP OF CND EL=21.96
POTHOLE 46
GND EL=24.06
4" FIBER OPTIC
TOP OF CND EL=22.12
POTHOLE 44
GND EL=26.98
3-4" FIBER OPTIC
GND EL=24.05
POTHOLE 41
GND EL=27.28
3-4" FIBER OPTIC
TOP OF CND EL=24.06
BOREHOLE
GA-10
EL=26.31
BOREHOLE
SB-1
EL=27.17
BOREHOLE
GA-14
EL=26.36
BOREHOLE
EL=25.43
BOREHOLE
GA-1
EL=25.09
BOREHOLE
GA-2
EL=25.98
MW
EL=25.08
BOREHOLE
RW10
EL=25.30
MW
GWMW-3
EL=26.16
MW
GWMW-4
EL=26.41
MW
GWMW-2
EL=26.06
BOREHOLE
GA-3
EL=25.97
MW
GWMW-1
EL=26.60
BOREHOLE
GA-4
EL=26.06
BOREHOLE
SH-5
EL=26.22
BOREHOLE
GA-8
EL=26.69
BOREHOLE
GA-5
EL=27.71
BOREHOLE
GA-7
EL=27.67
BOREHOLE
GA-6
EL=27.90
BOREHOLE
SB-2
EL=27.29
BOREHOLE
GA12
EL=26.45
BOREHOLE
GA-13
EL=26.06
BOREHOLE
P-15
EL=25.66
1 x 2" & 2 x 6" POWER CND
FO
FO
FO
FO
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
REMOVE EXISTING LIGHT
FIXTURE, POLE, AND FOUNDATION
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////////////////////////////////////////////////
//
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///
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/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
//////////////////////////////////////////////////////
/////////////////////////////////////////////////////////////
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W
W//////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
///////////////////////////////////////////////////////////////////////////////////////
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///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////WWWW W W W W W W W WW
W
W
W
W
W
W
W
SS////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
///
///
////////////
////////////////////////////////////////////////SS
SS
SS
SS
SS
SSSS
SS
/////////////////////////////////
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
///
///
///
///
///
///
///
///
///
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///
///
///
///
///
///
///
///
///
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
///
///
///
///
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////WWSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS WW////////////////////////////////////////////////WWWWWWWWW
405-C-Gr
a
d
y
W
405
-
C
-
H
a
r
d
i
e
S
W
S GRAD
Y
W
A
Y LAKE AVE SRAINIER AVE S//////////////////////////////////////////////////////////////
PROPERTY LINES, TYP
CONNECT TO
EXISTING LINE
NEW 12" WATER LINE
(CAPPED FOR FUTURE
CONNECTION)
NEW 12"
WATER LINE
RPDB FOR FIRE WATER SUPPLY
BOX APPROXIMATELY 36" x 82"
PROTECT AND
MAINTAIN EXISTING
FIBER OPTIC LINE
CONNECT TO NEW
YARD HYDRANT
REMOVE
EXISTING VAULT
REMOVE EXISTING
TRANSFORMER
ADJUST HANDHOLE
TO GRADE
CONNECT TO NEW
YARD HYDRANT
CONNECT TO NEW
YARD HYDRANT CONNECT TO NEW
YARD HYDRANT
CONNECT TO NEW
YARD HYDRANT
REMOVE EXISTING
POLE AND FIXTURE
CONNECT TO
EXISTING
ELECTRICAL
SYSTEM
NEW TRANSFORMER
REMOVE EXISTING
LIGHT FIXTURE, POLE,
AND FOUNDATION
REMOVE EXISTING LIGHT
FIXTURE, POLE, AND FOUNDATION
6" PVC, CONNECT
TO NEW TOILETS
REMOVE EXISTING
LIGHT FIXTURE, POLE,
AND FOUNDATION
NEW SS
MANHOLE
CONNECT TO
EXISTING MANHOLE
ADJUST HANDHOLE
TO GRADE
CONNECT EXISTING WATER
LINE TO NEW WATER LINE
ADJUST EXISTING
GAS VALVE
REMOVE EXISTING
HANDHOLE
REMOVE EXISTING
GAS VALVES
REMOVE EXISTING
HYDRANT
PROTECT EXISTING
WATER LINE
RELOCATE EXISTING
HANDHOLE TO BACK OF WALK
ADJUST HANDHOLE
TO GRADE
RELOCATE EXISTING LIGHT
POLE, INSTALL NEW
FOUNDATION AT BACK OF WALK
REMOVE EXISTING
TRANSFORMER
ADJUST EXISTING
HANDHOLES TO GRADE
REMOVE EXISTING LIGHT
FIXTURE, POLE, AND
FOUNDATION
REMOVE EXISTING LIGHT
FIXTURE, POLE, AND FOUNDATION
REMOVE EXISTING LIGHT
FIXTURE, POLE, AND FOUNDATION
REMOVE EXISTING LIGHT
FIXTURE, POLE, FOUNDATION,
AND ASSOCIATED HANDHOLE
ADJUST EXISTING
FACILITIES TO
GRADE
REMOVE
EXISTING
HANDHOLE
22.0'10.0'NEW SEWER
MANHOLE
INTERCEPT EXISTING SEWER
LINE INTO NEW MANHOLE
NEW 12"
WATER LINE
CONNECT TO
EXISTING WATER LINE
18" SEWER
LINE
CONNECT TO
EXISTING HYDRANT
FUTURE GARAGE
NEW 12" WATER LINE
NEW SEWER
MANHOLE
ADJUST OR REMOVE
EXISTING GAS VALVE
REMOVE ELECTRICAL VAULT
ADJUST EXISTING
SEWER MANHOLES
REMOVE OR ADJUST
EXISTING COMM VAULT
NEW SS MANHOLE
RPDB FOR DOMESTIC WATER
BOX APPROXIMATELY 26" x 74"
REMOVE EXISTING
HYDRANT
REMOVE EXISTING LIGHT
FIXTURE, POLE AND FOUNDATION
REMOVE EXISTING
LIGHT FIXTURE, POLE,
FOUNDATION, AND
ASSOCIATED HANDHOLE
REMOVE EXISTING
LIGHT FIXTURE, POLE,
FOUNDATION, AND
ASSOCIATED
HANDHOLE
ADJUST WATER VALVES TO GRADE
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
UTILITIES
UTILITY COMPOSITE PLANS
SOUTH RENTON TC
405-UCP501
29 ----
1" = 40'
HARDIE AVE SWNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 12:25 PM | DAVID.HARRISC:\BMS\WSP-PB-US-PW-02\DAVID.HARRIS@PERTEET.COM\D0342984\BRT-405-UCP500.DWGBRT-405-UCP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELI
MI
N
A
RY
405
R. GORMAN 02/11/2022
NOTES:
UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL
LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR
VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES)
AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES,
USUALLY AT A SPECIFIC POINT. MINIMALLY INTRUSIVE EXCAVATION
EQUIPMENT IS TYPICALLY USED TO MINIMIZE THE POTENTIAL FOR
UTILITY DAMAGE. A PRECISE HORIZONTAL AND VERTICAL LOCATION,
AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON PLAN
DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15-MM VERTICAL AND
TO APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY AS
DEFINED OR EXPECTED BY THE PROJECT OWNER.
UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE
APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS
TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL
POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA
SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY
POINT OF THE DEPICTION. THIS INFORMATION IS SURVEYED TO
APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED
ONTO PLAN DOCUMENTS.
UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND
PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING
PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO
QUALITY LEVEL D INFORMATION.
UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING
RECORDS OR ORAL RECOLLECTIONS.
ALL EXISTING UTILITY INFORMATION DEPICTED AT QUALITY LEVEL B UNLESS
OTHERWISE NOTED.
UTILITIES IN BROWN COLOR DEPICTED AT QUALITY LEVEL D.
PROPOSED UTILITIES:
STORM PIPE, SEE DRAINAGE PLAN 405-CDP501, 405-CDP502, 405-CDP503
ELECTRICAL CONDUIT/WIRE, SEE STREET LIGHTING PLAN 405-ELP501,
405-ELP502
FOR PAVING INFORMATION, SEE PAVING PLAN 405-CPP501, 405-CPP502
GENERAL NOTES:
//////////FACILITY TO BE ABANDONED
LEGEND
///////////////FACILITY TO BE REMOVED
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+001011+47
10+00
12+0010+00
12+009+5110+0012+00405-C
-SW7THSTSW 7TH
ST
X
X CONCS
IG
N
S
IGN SIGN
S
I
GN
RAINIER AVE S SB
RAINIER AVE S NB
RAINI
E
R
A
V
E
S
N
B
RAINI
E
R
A
V
E
S
S
B
HARD
I
E
A
V
E
S
W
SR-167 NB
SR-167 SB
A
S
P
H ASP
H
A
S
PH
A
S
PH
ASPH
A
S
PH
ASP
H
A
SP
H
A
S
PH
N
1
7
4
,
9
0
0
N
1
7
5
,
0
0
0 N
1
7
5
,
1
0
0 N
1
7
5
,
2
0
0 N
1
7
5
,
3
0
0
E 1,29
8
,
0
0
0
E 1,29
8
,
1
0
0
E 1,29
8
,
2
0
0
E 1,29
8
,
3
0
0
E 1,29
8
,
4
0
0
E 1,29
8
,
5
0
0N
1
7
5
,
6
0
0
UT
U
T
HHHH
HV
L
T
V
L
T
V
L
T
VL
T
VL
T
S
V
L
T
S
V
L
T
E 1,29
8
,
2
0
0
N
1
7
5
,
6
0
0
/
/
//////BU
S
SHE
L
T
ER
T
R
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6
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//////////////////////WWS
S
S
S
REMOVE EXISTING LIGHT FIXTURE, POLE,
FOUNDATION, AND ASSOCIATED HANDHOLE
4 0 5 -C -R a i n i e r S
405-C-
H
a
r
di
e
S
W
4
0
5
-
C
-G
r
a
d
yW
RAINIER
A
V
E
S
HARDI
E
A
V
E
S
W
ADJUST EXISTING
GAS VALVE
ADJUST EXISTING
GAS VALVE
CONTRACT UNIT DESCRIPTION 5
UTILITES
COMPOSITE UTILITY PLANS
RAINIER AVE S
405-UCP502
30 ----
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 12:26 PM | DAVID.HARRISC:\BMS\WSP-PB-US-PW-02\DAVID.HARRIS@PERTEET.COM\D0342984\BRT-405-UCP500.DWGBRT-405-UCP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
GR
AD
Y
W
A
Y
NOTES:
UTILITY QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF
UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF
PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT
MEASUREMENT OF SUBSURFACE UTILITIES, USUALLY AT A SPECIFIC POINT.
MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT IS TYPICALLY USED TO
MINIMIZE THE POTENTIAL FOR UTILITY DAMAGE. A PRECISE HORIZONTAL AND
VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON
PLAN DOCUMENTS. ACCURACY IS TYPICALLY SET TO 15-MM VERTICAL AND TO
APPLICABLE HORIZONTAL SURVEY AND MAPPING ACCURACY AS DEFINED OR
EXPECTED BY THE PROJECT OWNER.
UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE
APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO
DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF
SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE
BY SURFACE GEOPHYSICS AT ANY POINT OF THE DEPICTION. THIS
INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE
PROJECT AND REDUCED ONTO PLAN DOCUMENTS.
UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND
PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING
PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY
LEVEL D INFORMATION.
UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING
RECORDS OR ORAL RECOLLECTIONS.
GENERAL NOTES:
ALL EXISTING UTILITY INFORMATION DEPICTED AT QUALITY LEVEL B UNLESS
OTHERWISE NOTED.
UTILITIES IN BROWN COLOR DEPICTED AT QUALITY LEVEL D.
PROPOSED UTILITIES:
STORM PIPE, SEE DRAINAGE PLAN 405-CDP501, 405-CDP502, 405-CDP503
ELECTRICAL CONDUIT/WIRE, SEE STREET LIGHTING PLAN 405-ELP501, 405-ELP502
FOR PAVING INFORMATION, SEE PAVING PLAN 405-CPP501, 405-CPP502
H
H
H
H
H
FOFOFOFO405-C-G
r
a
d
y
W
40
5
-
C
-
H
a
r
d
i
e
S
W
405-C-Grady-Drwy
405-C-CenterIslandN
END
BEGIN
405
-
C
-
R
a
i
n
i
e
r
-
L
a
k
e
-
D
r
w
y16+0018+0075
0
+
0
0
75
0
+
0
0
152+00
154+00
156+00
158+00
160+00 161+00
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+
0
0
17+65
10+00
12+0
0
14+00 16+00
9+
5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
S GRAD
Y
W
A
Y LAKE AVE SRAINIER AVE S5
5
5
5
5
7
7
7
5
7
7
7
1
2
7
13
13
405-C-CenterIslandN STA 10+26.72, 6.00' LT8
405-C-CenterIslandN STA 12+58.51, 6.00' LT8
405-C-CenterIslandN STA 15+84.60, 6.00' LT8
405-C-Rainier-Lake-Drwy STA 10+43.92, 0.00'
END 2
405-C-Rainier-Lake-Drwy STA 13+15.42, 0.00'
BEGIN2
405-C-Rainier-Lake-Drwy STA 18+66.72, 0.04' RT
END2
405-C-Grady-Drwy STA 10+08.30, 0.08' RT
BEGIN2
405-C-Grady-Drwy STA 11+30.02, 0.00' RT
END 2
405-C-CenterIslandS STA 10+25.02, 0.07' RT
BEGIN 4
405-C-CenterIslandS STA 10+39.92, 3.65' RT10
405-C-CenterIslandS STA 10+45.02, 4.36' LT11
405-C-CenterIslandS STA 13+36.10, 2.22' RT
END 4
405-C-CenterIslandS STA 11+31.07, 6.00' LT8
405-C-CenterIslandS STA 11+31.07, 6.00' RT8
405-C-CenterIslandS STA 12+95.94, 6.00' LT8
405-C-CenterIslandS STA 12+95.94, 6.00' RT8
405-C-CenterIslandS STA 16+48.81, 0.48' RT8
405-C-CenterIslandS STA 12+45.54, 5.50' RT9
405-C-CenterIslandS STA 12+44.70, 9.42' LT9
405-C-CenterIslandS STA 11+87.00, 0.01' LT
BEGIN 4
405-C-CenterIslandS STA 11+71.00, 0.01' LT
END 4
405-C-CenterIslandS STA 17+78.05, 20.57' LT6
405-C-CenterIslandS STA 17+20.02, 32.16' RT6
405-C-CenterIslandN STA 10+23.22, 6.00' RT8
405-C-CenterIslandN STA 12+58.51, 6.00' RT8
405-C-CenterIslandS STA 17+94.46, 6.00' RT8
405-C-CenterIslandS STA 17+94.46, 6.00' LT8
405-C-CenterIslandN STA 15+84.60, 6.00' RT8
405-C-Rainier-Lake-Drwy STA 10+18.49, 0.00'
BEGIN 2
PROPERTY LINE, TYP
EXISTING ROW, TYP
405-C-LakeAve-S STA 10+17.49, 0.11' LT
BEGIN 1
405-C-LakeAve-S STA 11+05.64, 1.17' LT
405-C-LakeAve-S STA 12+63.11, 0.00'
END 2
405-C-LakeAve-S STA 12+79.11, 0.00'
BEGIN 2
405-C-LakeAve-S STA 13+92.05, 0.00'
END 2
405-C-LakeAve-S STA 14+70.00, 0.00'
END2
405-C-LakeAve-S STA 14+08.15, 0.00'
BEGIN2
PARKING
GARAGE
POTENTIAL
FUTURE
TOD AREA
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
CIVIL
PAVEMENT MARKING PLAN
SOUTH RENTON TC
405-CMP501
28 ----
1" = 40'
HARDIE AVE SWNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/02/22 | 2:50 PM | NELSONEC:\BMS\WSP-PB-US-PW-02\WSP__ERIC.NELSON\D0342984\BRT-405-CMP500.DWGBRT-405-CMP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/3/2022PRELIMINARY 405
R. GORMAN 02/3/2022RAINIER AVE SCONSTRUCTION NOTES:
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL
CONFLICTING PAVEMENT MARKINGS.
2.SEE CITY OF RENTON STANDARD PLAN 109
FOR PAVEMENT MARKING MATERIAL
TYPES.
3.RED-COLORED PAVEMENT MARKING
MATERIAL SHALL BE WSDOT TYPE D
METHYL METHACRYLATE.
4" YELLOW DOUBLE CENTERLINE (WSDOT
STANDARD PLAN M-20.10)
8" WHITE WIDE LANE LINE (WSDOT
STANDARD PLAN M-20.10)
1
BUS ONLY LEGEND LOW SPEED
APPLICATION (WSDOT STANDARD PLAN
M-80.10)
TYPE 1 YIELD LINE (WSDOT STANDARD
PLAN M-24.60)
4" YELLOW CENTERLINE (WSDOT
STANDARD PLAN M-20.10)
16" WHITE STOPBAR (CITY OF RENTON
STANDARD PLAN 128)
10' WIDE CROSSWALK (CITY OF RENTON
STANDARD PLAN 127)
TYPE 1S TRAFFIC ARROW (WSDOT
STANDARD PLAN M-24.40)
TYPE 2SL TRAFFIC ARROW (WSDOT
STANDARD PLAN M-24.40)
TYPE 3SR TRAFFIC ARROW (WSDOT
STANDARD PLAN M-24.40)
2
4
5
6
7
8
9
10
11
RED-COLORED PAVEMENT MARKING13
3102/11/2022
X
X //
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FO
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EE
E
E
E
E
E
E
E
E
EE
EE
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/SSSSC C C C CCC405-C -R a i n i e r S
405-C-
H
ar
di
e
S
W
4
0
5
-C
-G
r
a
d
yW 405-C
-SW7THST
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+0010+00
12+0010+00
12+009+5110+0012+00PROPERTY LINE, TYP
PROPERTY LINE, TYP
7
7
5
5
5
RAINIER
A
V
E
S SW 7TH
ST
HARDI
E
A
V
E
S
W
13
405-C-HardieSW STA 749+35.65, 0.00'
END1
405-C-HardieSW STA 749+19.45, 12.33' RT12
405-C-HardieSW STA 748+25.20, 0.00'
BEGIN1
405-C-RainierS STA 17+81.46, 10.44' LT
BEGIN 4
405-C-RainierS STA 18+02.14, 6.01' LT10
405-C-RainierS STA 18+62.09, 6.50' LT8
405-C-RainierS STA 19+24.86, 9.04' LT10
405-C-RainierS STA 19+90.00, 15.00' LT
END 4
405-C-RainierS STA 19+84.08, 7.50' LT8
7
7
EXISTING ROW, TYP
CONTRACT UNIT DESCRIPTION 5
CIVIL
PAVEMENT MARKING PLANS
RAINIER AVE S
405-CMP502
32 ----
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/01/22 | 9:00 AM | NELSONEC:\BMS\WSP-PB-US-PW-02\WSP__ERIC.NELSON\D0342984\BRT-405-CMP500.DWGBRT-405-CMP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
GRA
D
Y
WA
Y
CONSTRUCTION NOTES:
4" YELLOW DOUBLE CENTERLINE (WSDOT
STANDARD PLAN M-20.40)
8" WHITE WIDE LANE LINE (WSDOT
STANDARD PLAN M-20.10)
1
BUS ONLY LEGEND LOW SPEED
APPLICATION (WSDOT STANDARD PLAN
M-80.10)
GENERAL NOTES:
1.CONTRACTOR SHALL REMOVE ALL CONFLICTING PAVEMENT
MARKINGS.
2.SEE CITY OF RENTON STANDARD PLAN 109 FOR PAVEMENT
MARKING MATERIAL TYPES. PAVEMENT LETTERS AND RED
PAVEMENT BACKGROUNDS SHALL BE FLAT MMA.
3.RED-COLORED PAVEMENT MARKING MATERIAL SHALL BE WSDOT
TYPE D METHYL METHACRYLATE.
16" WHITE STOPBAR (CITY OF RENTON
STANDARD PLAN 128)
10' WIDE CROSSWALK (CITY OF RENTON
STANDARD PLAN 127)
TYPE 2SR TRAFFIC ARROW (WSDOT
STANDARD PLAN M-24.40)
TYPE 2SR TRAFFIC ARROW (WSDOT
STANDARD PLAN M-24.40)
4
5
7
8
10
12
RED-COLORED PAVEMENT MARKING13
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T
T
T
T
TEEEEEGGGGCCC
C
C C
GGG
EEEEEBOREHOLE
P-14
EL=25.43
BOREHOLE
P-12
EL=25.14
BOREHOLE
GA-1
EL=25.09
BOREHOLE
GA-2
EL=25.98
RAINIER AVE S16+0018+00748+0075
0
+
0
0
75
0
+
0
0
10+00
9+
5
1
10+
0
0HARDIE AVE SW40
5
-
C
-
H
a
r
d
i
e
S
W
11
22
21
61
34
22
23
EVPC 405-C-RainierS1
4 4
5
4
7 6
8 4
11
4
10
3
62
63
EVPA
41
42
33
89
87
86
68
69
28
32
31
43
EVP D
28
CCEXISTING ROW, TYP
6
5
2
7 1
4
3
1 5
88
6
5
12
5
95
8
9
PROPERTY LINE, TYP
N
20 40
SCALE IN FEET
01020
(1" = 20')
CONTRACT UNIT DESCRIPTION 5
TRAFFIC
SIGNAL PLANS
RAINIER AVE S & HARDIE AVE SW
405-TSP502
33 ----
1" = 20'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 8:57 AM | NELSONEC:\BMS\WSP-PB-US-PW-02\WSP__ERIC.NELSON\D0389173\BRT-405-TSP500.DWGBRT-405-TSP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
CONSTRUCTION NOTES
CONSTRUCT COMBINED CABINET FOUNDATION PER CITY OF RENTON
STANDARD PLAN 126.2. FURNISH AND INSTALL TYPE P CONTROLLER
CABINET AND ELECTRICAL SERVICE CABINET.
CONSTRUCT SIGNAL STANDARD FOUNDATION PER WSDOT
STANDARD PLAN J-26.10 AND INSTALL TYPE SD SIGNAL STANDARD
WITH DUAL MAST ARMS. INSTALL FOUR VEHICLE SIGNAL HEADS, ONE
VIDEO DETECTION CAMERA, AND ONE EMERGENCY PREEMPTION
DETECTOR ON ONE MAST ARM AND INSTALL THREE VEHICLE SIGNAL
HEADS AND ONE VIDEO DETECTION CAMERA ON THE OTHER.
INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE APS PUSHBUTTON
ASSEMBLY, AND ONE TERMINAL CABINET ON POLE.
CONSTRUCT SIGNAL STANDARD FOUNDATION PER WSDOT
STANDARD PLAN J-26.10 AND INSTALL TYPE III SIGNAL STANDARD.
INSTALL THREE VEHICLE SIGNAL HEADS, ONE VIDEO DETECTION
CAMERA, AND ONE EMERGENCY PREEMPTION DETECTOR ON MAST
ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE APS
PUSHBUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON POLE.
CONSTRUCT FIXED BASE FOUNDATION PER WSDOT STANDARD PLAN
J-21.10 AND INSTALL TYPE PS SIGNAL STANDARD. INSTALL ONE
PEDESTRIAN SIGNAL HEAD AND ONE APS PUSHBUTTON ASSEMBLY
ON POLE.
CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J-20.10 AND
INSTALL ACCESSIBLE PEDESTRIAN PUSHBUTTON POST. INSTALL ONE
APS PUSHBUTTON ASSEMBLY ON POST.
CONSTRUCT SIGNAL STANDARD FOUNDATION PER WSDOT
STANDARD PLAN J-26.10 AND INSTALL TYPE II SIGNAL STANDARD.
INSTALL THREE VEHICLE SIGNAL HEADS, ONE VIDEO DETECTION
CAMERA, AND ONE EMERGENCY PREEMPTION DETECTOR ON MAST
ARM. INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE APS
PUSHBUTTON ASSEMBLY, AND ONE TERMINAL CABINET ON POLE.
2
3
1
4 C
2A
EVP PHASES
6+1
PRE-EMPTION
SCHEDULE
D 3
SIGNAL HEAD DISPLAYS
VEHICLE SIGNAL HEADS
NO. 22, 23, 31, 32, 33,
41, 42, 43, 61, 62, 63
R
Y
G
12"
12"
12"
PEDESTRIAN SIGNAL HEADS
NO. 28, 29, 68, 69,
86, 87, 88, 89
PHASE DIAGRAM
Ø8
PROTECTED VEHICLE MOVEMENT
PROTECTED PEDESTRIAN MOVEMENT
Ø4
Ø7 Ø3
Ø6 Ø2
Ø5 Ø1
GENERAL NOTES:
1.SEE TSP PLANS FOR ADDITIONAL SIGNAL WORK AT THIS
INTERSECTION.
2.SEE ELECTRICAL PLAN FOR LUMINAIRE INSTALLATION AT THIS
INTERSECTION.
NOT
USED
NOT
USED
5
SIGN DISPLAYS
R5-1
SIGN NUMBER 1
36" X 36"
R3-2 (MOD)
SIGN NUMBER 2
30" X 42"
STREET NAME SIGN
SIGN NUMBER 4, 5
126" X 18"
R3-1 (MOD)
SIGN NUMBER 3
30" X 42"
STREET NAME SIGN
SIGN NUMBER 6, 7
120" X 18"
* LEAD PEDESTRIAN INTERVAL
*
6
R3-5R (MOD)
SIGN NUMBER 9
30" X 48"
R3-2
SIGN NUMBER 8
30" X 30"VEHICLE SIGNAL HEAD
NO. 21
R
Y
G
12"
12"
12"
NEW JUNCTION BOX TYPE 1
NEW JUNCTION BOX TYPE 2
NEW JUNCTION BOX TYPE 8
NEW CONDUIT
NEW EMERGENCY VEHICLE PREEMPTION
NEW VEHICLE SIGNAL HEAD
NEW PEDESTRIAN SIGNAL HEAD
POLE CALL OUT
LEGEND
12"
12"
12"
W
FLW
W
BRT SIGNAL HEAD
NO. 11
#
PERMISSIVE VEHICLE MOVEMENT
AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinCONSTRUCTION NOTES:
INSTALL GPS ANTENNA ON EXISTING SIGNAL MAST ARM.1
2 CONNECT GPS ANTENNA CABLE TO EXISTING OPTICOM
764 PHASE SELECTOR AND INSTALL ONE OPTICOM 768
AUXILIARY INTERFACE PANEL IN EXISTING TRAFFIC SIGNAL
CONTROLLER CABINET.
X
X
X
X
XASPHSSSSSSSS
SSSSSSSSSSSD
SS
SS18"
CONCCWSW
SW
4' WOOD FNCC
W
SW
CONC SEA
M
S
(
T
Y
P
)
C&G
C&G
C&G
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SWEEW
E
E
E
E E E
EW
E
E
E
E
E
E
E
EEEEEEWWWWWWWW
E
E
E FOEEEEEE
EE
E
E
E
E
E WWWWEEE E E E E E EEE
E E E E E E
E E
EE
E
E
E
E
E
E
E
EE
EE
E
E
E
EEEEEE
E
E
E
E E E E E E
E
E EEEE
EEE
E
E
E
E
E
GG
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
WWWSD
SD
WW FOFOFOFO
FOFOFOFO
FO
FO
FO
FO
FO
FO
SD
SDSDSDSDSDSDSD
SD
SD SDSDSDSDSDS
D
S
DSDSD
SD
SDSDSD
SD
SD
SD
S
S
S
S
S
S
S
S
FOFOFOFOEEEEE
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEE
EEEEEEEEE
EE
EE
E
E
E
E
E
EEE
FO
FO
FO
FOFOFO
FOFOFO
OE
OE
OE
OE
OE
OE
MISC
VALVFOFOFO FOFO FOSSSSSD
SD
SD
SS
SS
SS
SSSSSSSSFOFOFOFOFOFOFOFOFOFOCOMCASTCOMCASTCOMCAST
COMCAST
CENT
U
R
Y
LI
N
K
F
O3-PSE2-PSE3-PSE
2-PSE
2-PSE
PSE
PSE
PSERENTONRENT
O
N
RENTO
N
REN
T
O
N
RENTONRENTON
RENTONRENTONRENTONRENTONRENTONWSDOT FOWSDOT FO2-ZAYO FO
2-ZAYO FO
T
T
T
T
T
TEEEEEEEEE28
28
28
28
262610+09
150+00
152+00
1011+47AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceEXISTING TRAFFIC SIGNAL CONTROLLER
CABINET
EXISTING JUNCTION BOX TYPE 8
EXISTING CONDUIT
EXISTING TRAFFIC SIGNAL POLE
EXISTING VEHICLE SIGNAL HEAD
EXISTING EMERGENCY PREEMPTION
DETECTOR
EXISTING MAST ARM MOUNTED SIGN
EXISTING VIDEO DETECTION CAMERA
EXISTING GPS ANTENNA
EXISTING KCM TSP WAP
NEW GPS ANTENNA
LEGEND:
20 40
SCALE IN FEET
01020
(1" = 20')
TRAFFIC
TSP PLAN
RAINIER AVE S & S GRADY WAY IN RENTON
405-TIP501
34 0
1" = 20'RAINIER AVE SS GRADY
W
A
Y
N
CONTRACT UNIT DESCRIPTION 5
1
WIRING SCHEDULE
RUN
NO.CONDUIT
SIZE
CONDUCTORS REMARKS
EXISTING NEW
1
EX 3"2-5C, 1-VIDEO, 2-M138 1-GPS
EX 2"2-#8, 3-#12
2
EX 4"5-5C, 6-2C, 1-VIDEO 1-GPS
EX 4"4-5C, 6-2C, 1-VIDEO, 4-M138
X
EX. TRAFFIC
SIGNAL POLE
EX. TYPE 8 JB
2
EX. TRAFFIC SIGNAL
CONTROLLER CABINET
2
EXISTING PHASE DIAGRAM
Ø8
PROTECTED VEHICLE MOVEMENT
Ø4
Ø7 Ø3
Ø6 Ø2
Ø5 Ø1
PEDESTRIAN MOVEMENT
(A)
OVERLAP PHASE LETTER(X)
TSP LOW PRIORITY SCHEDULE
CHANNEL PHASE
A Ø2
B Ø6
1
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:30 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0389173\BRT-405-TIP500.DWGBRT-405-TIP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
EXISTING ROW, TYP
GENERAL NOTES:
1.SEE SIGNAL PLAN FOR ADDITIONAL SIGNAL
WORK AT THIS INTERSECTION.
CONSTRUCTION NOTES:
INSTALL GPS ANTENNA ON SIGNAL MAST ARM.1
CONNECT GPS ANTENNA CABLE TO OPTICOM 764 PHASE
SELECTOR. OPTICOM 764 PHASE SELECTOR AND OPTICOM
768 AUXILIARY INTERFACE PANEL FURNISHED AS PART OF
NEW TRAFFIC SIGNAL CABINET.
2
CONC
SIGN
SIGN E 1,298,000E 1,298,100E 1,298,200N 175,600
UTUT
H
H
H
H
VLT
VLT
VLTS E 1,298,200N 175,600SW
SD
SSSS SDSDSDSDSDSDSDSDSD
DRWDRWECOEEEGVGVGV
E
E
E
E
E
W
W
W
EEEWWWWWWWWWW WW
W
W
W
G
G
G
G
G
EEEE
G
G
G FOFOFOFO
EEEEEGGGG GEEEEFO
F
OFO
EEEEEE
E
E
T
T
T
T
G
G
EEEEEEEEE
E EEEEEEEEEEEEEGGGGGGGGGG GGG FOFOFO
FOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFO
WWWWWWWWWWWWWWSDSDFOFOFOFO
FO FOFOFOFOFOFOFOFO
FOFOFOFOFOWW
W
W SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDEEEEEEEEEEEEEEEEEFOFOFO FOFO
FOXXX
X
X
X
X
X
X
X
////////////////SDSS
SSSSSSSSSSSSSSSSSSSSSSSSE E E E E E E E E
E
E
E
E
E
////////////////////////////////////////FOFOFOFOFOFOSSSSSSSSSSWSDSDSSSSSSSDSDSDSDCOMCASTCOMCASTCOMCAST
COMCASTCOMCASTCO
M
C
A
S
TCOMCAST COMCASTCOMCASTCOMCAST
CO
M
C
A
S
T
F
OCENTURYLINK FOCENTURYLINK FOPSEPSEPSEPSEPSEPSEPSEPSEPSE PSE
PSE
RENT
O
N
RENTONRENTONRENTONRENTONRENT
ON
PSE GASPS
E
G
A
S
PSE GAS PSE GASP
S
E
G
A
S
E
E
W
W
G
G
TCCCCCCCCCC
FOFOFOFOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFOFO
TTTTTTTTTTTTEEFOFOFOFOFOEET
T
T EEEEEGGGGFOFOFOFOFOFOCC
C
C
C C
HH
GV
G
GG
EEEEE2626262616+0018+00P
T
=
1
8
+
9
0
.
1
6
BP = 10+00.00
PC = 10+42.88
N: 175469.62
E: 1298163.69
9+
5
1
10+
0
0BP = 9+51.35PI = 10+00.00AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceLabel contains broken referenceNEW GPS ANTENNA
LEGEND:
20 40
SCALE IN FEET
01020
(1" = 20')
TRAFFIC
TSP PLAN
RAINIER AVE S & HARDIE AVE SW IN RENTON
405-TIP502
35 0
1" = 20'
N
H
A
R
D
I
E
A
V
E
S
W
RAINIER AVE SCONTRACT UNIT DESCRIPTION 5
WIRING SCHEDULE
RUN NO.
CONDUIT SIZE CONDUCTORS REMARKS
1 SEE SIGNAL PLAN 1-GPS SEE SIGNAL PLAN FOR OTHER CONDUCTORS IN CONDUIT
2 SEE SIGNAL PLAN 1-GPS SEE SIGNAL PLAN FOR OTHER CONDUCTORS IN CONDUIT
3 SEE SIGNAL PLAN 1-GPS SEE SIGNAL PLAN FOR OTHER CONDUCTORS IN CONDUIT
X
PROPOSED PHASE DIAGRAM
Ø8
PROTECTED VEHICLE MOVEMENT
PROTECTED PEDESTRIAN MOVEMENT
Ø4
Ø7 Ø3
Ø6 Ø2
Ø5 Ø1
TSP LOW PRIORITY SCHEDULE
CHANNEL PHASE
A Ø2
B Ø4
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:32 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0389173\BRT-405-TIP500.DWGBRT-405-TIP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
EXISTING ROW, TYP
2
SEE SIGNAL PLAN
FOR NEW MAST
ARM POLE
1
SEE SIGNAL PLAN
405-TSP502 FOR
NEW SIGNAL
CABINET
NOT
USED
NOT
USED
1
SEE SIGNAL PLAN
405-TSP502
3
2
SEE SIGNAL PLAN
405-TSP502
H
HE
E
E
T
X
X
X
X
X
X
X
X
FOFOFOFOCC
BOREHOLE
EL=25.43
BOREHOLE
RW10
EL=25.30
BOREHOLE
P-15
EL=25.66
S GRADY
W
A
Y LAKE AVE SRAINIER AVE S16+0018+0075
0
+
0
0
75
0
+
0
0
152+00
154+00
156+00
158+00
160+00 161+00
11+46
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+
0
0
17+65
10+00
12+0
0
14+00 16+00
9+
5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
405-C-G
r
a
d
y
W
40
5
-
C
-
H
a
r
d
i
e
S
W
405-C-Grady-Drwy
405-C-Grady-Drwy STA 11+29.2, 14.9' RT
INSTALL R1-1 SIGN
405
-
C
-
R
a
i
n
i
e
r
-
L
a
k
e
-
D
r
w
y
405
-
C
-
C
e
n
t
e
r
I
s
l
a
n
d
N
405-C-CenterIslandN STA 11+46.2, 17.8' RT
INSTALL BUS STOP SIGN
405-C-CenterIslandN STA 13+27.7, 20.4' RT
INSTALL BUS STOP SIGN
405-C-CenterIslandN STA 15+84.8, 17.2' RT
INSTALL BUS STOP SIGN
405-C-CenterIslandN STA 17+62.9, 19.7' RT
INSTALL R1-1 SIGN AND R5-1 SIGN
405-C-CenterIslandN STA 17+60.0, 18.5' LT
INSTALL R5-1 SIGN
405-C-CenterIslandN STA 14+56.9, 17.3' RT
INSTALL BUS STOP SIGN
405-C-Grady-Drwy STA 10+08.1, 18.6' LT
INSTALL R1-1 SIGN 405-C-Rainier-Lake-Drwy STA 18+68.3, 14.6' RT
INSTALL R1-1 SIGN
405-C-CenterIslandN STA 17+62.6, 47.1' RT
INSTALL R5-1 (MOD) SIGN
405-C-CenterIslandN STA 17+62.6, 84.7' RT
INSTALL R5-1 (MOD) SIGN
405-C-CenterIslandS STA 17+36.8, 25.8' RT
INSTALL R1-2 SIGN
405-C-CenterIslandS STA 12+69.8, 19.0' LT
INSTALL BUS STOP SIGN
405-C-CenterIslandS STA 13+92.9, 17.1' LT
INSTALL BUS STOP SIGN 405-C-CenterIslandS STA 15+23.4, 17.0' LT
INSTALL BUS STOP SIGN
405-C-CenterIslandS STA 16+71.6, 17.4' LT
INSTALL BUS STOP SIGN
405-C-CenterIslandS STA 17+53.8, 21.8' LT
INSTALL R1-2 SIGN
PARKING
GARAGE
POTENTIAL
FUTURE
TOD AREA
PROPERTY LINE, TYP
PROPERTY LINE, TYP
EXISTING ROW, TYP
N
SCALE IN FEET
0 4020 8040
(1" = 40')HARDIE AVE SWNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/01/22 | 3:25 PM | NELSONEC:\BMS\WSP-PB-US-PW-02\WSP__ERIC.NELSON\D0342984\BRT-405-TNP500.DWGBRT-405-TNP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022RAINIER AVE SGENERAL NOTES:
1.INSTALL SIGNS PER CITY OF RENTON STANDARD
PLANS, SECTION G.
2.SEE WSDOT SIGN FABRICATION MANUAL AND
MUTCD FOR STANDARD SIGN CODES.
LEGEND
EXISTING NEW
SIGN
OVERHEAD SIGN
SIGN DETAIL
R5-1 (MOD)
30" X 42"
CONTRACT UNIT DESCRIPTION 5
TRAFFIC
SIGNING PLANS
SOUTH RENTON TRANSIT CENTER
405-TNP501
36 ----
1" = 40'
//
/
/
/
////////////////
/////
/
/
//////////
//////
/
/
///////
/
UT
HHHHH///////////
T
T
E
FO
F
O
FO
E
EE
E
E
E
E
E
E XXXXXXX/
//
/////////
/
///
/
/
/SSSC CCBOR
E
H
O
L
E
P
-
1
4EL
=
2
5
.
4
3
BOREHO
L
E
P
-
1
2
E
L
=
2
5
.
1
4
BO
R
EHO
L
E
RW
1
0
E
L
=
2
5
.
3
0
BO
R
EHO
LE
P
-
1
5
E
L
=
2
5
.
6
6
RAINIER
A
V
E
S
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+0010+00
12+0010+00
12+009+5110+0012+00SW 7TH
ST
PROPERTY LINE, TYP
HARDI
E
A
V
E
S
W
4 0 5 -C -R a i n i e r S
405-C-
H
ar
di
e
S
W
4
0
5
-C
-G
r
a
d
yW 405-C
-SW7THST
EXISTING ROW, TYP
405-C-Rainier-Lake-Drwy STA 10+15.3, 15.9' LT
INSTALL R1-1 SIGN
405-C-CenterIslandN STA 10+15.8, 18.0' RT
INSTALL R5-1 (MOD) SIGN
405-C-CenterIslandN STA 10+24.2, 17.4' LT
INSTALL R5-1 (MOD) SIGN
INSTALL R3-1 (MOD) SIGN
ON MAST ARM
INSTALL R5-1 SIGN AND R5-1A SIGN
ON SIGNAL POLE
INSTALL R3-5R (MOD)
SIGN ON MAST ARM
INSTALL STREET NAME SIGN
ON MAST ARM
INSTALL STREET NAME SIGN
ON MAST ARM
INSTALL STREET NAME SIGN
ON MAST ARM
INSTALL R3-2 (MOD) SIGN
ON MAST ARM
405-C-Rainier-Lake-Drwy405-C-CenterIslandNINSTALL R5-1 SIGN
ON MAST ARM
405-C-CenterIslandN STA 10+11.1, 38.9' RT
INSTALL R5-1 (MOD) SIGN
PARKINGGARAGEPOTENTIALFUTURETOD AREA
INSTALL R3-2 SIGN
ON MAST ARM
CONTRACT UNIT DESCRIPTION 5
TRAFFIC
SIGNING PLANS
RAINIER AVE S
405-TNP502
37 ----
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/01/22 | 3:26 PM | NELSONEC:\BMS\WSP-PB-US-PW-02\WSP__ERIC.NELSON\D0342984\BRT-405-TNP500.DWGBRT-405-TNP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
GRA
D
Y
WA
Y
GENERAL NOTES:
1.INSTALL SIGNS PER CITY OF RENTON STANDARD
PLANS, SECTION G.
2.SEE WSDOT SIGN FABRICATION MANUAL AND
MUTCD FOR STANDARD SIGN CODES.
LEGEND
EXISTING NEW
SIGN
OVERHEAD SIGN
R5-1 (MOD)
30" X 42"
R3-5R (MOD)
30" X 48"
SIGN DISPLAYS
R3-2 (MOD)
30" X 42"
R3-1 (MOD)
30" X 42"
PLATFORM LEGENDCIRCULATION ZONESTRUCTURE ZONEAMENITY ZONEBOARDING ZONE PAVERS (6'X6')DETECTABLE WARNING TILEWINDSCREENSTRASH RECEPTACLEBENCHESLEANING RAILRIDER INFORMATIONAPPROXIMATE CIRCULATION CONNECTION LOCATIONS. TO BE CONFIRMED WITH FINAL CANOPY DESIGN.(STRIDE) BUS BAY 1BUS BAY 2BUS BAY 8 (STRIDE)BUS BAY 3BUS BAY 4BUS BAY 5BUS BAY 6BUS BAY 7SHELTER ROOF ABOVE29' - 0"35'4'10'9'POWER LINE EASEMENTSAFETY RAILING AND/OR BARRIER4'4'PARKING GARAGESTRUCTURE ZONECIRCULATION ZONESTRUCTURE ZONECIRCULATION ZONESTRUCTURE ZONECIRCULATION ZONEHARDSCAPE BUFFER - SEE HARDSCAPE DRAWINGS3'18'LANDSCAPE - SEE LANDSCAPE DRAWINGS2'4'4'4'YARD HYDRANTYARD HYDRANTYARD HYDRANTYARD HYDRANTYARD HYDRANT8' - 6"3'SHELTER ROOF ABOVE8' - 6"29' - 0"3' - 0"4' - 0"3'3' - 0"29'SEE UTILITY PLANS FOR CONNECTIONS TO YARD HYDRANTSLANDSCAPE - SEE LANDSCAPE DRAWINGSSAFETY RAILING AND/OR BARRIERAMENITY ZONE85'140'18'SAFETY RAILING AND/OR BARRIER AT PLATFORM EDGE WHERE BUS MAY OVERHANG PLATFORM UPON PULL-IN TO BAY18'18'DETECTABLE WARNING TILE, TYP.SAFETY RAILING AND/OR BARRIER AT PLATFORM EDGE WHERE BUS MAY OVERHANG PLATFORM UPON PULL-IN TO BAYBIKE LOCKERS - SEE 405-LHP50111'5'4'20' - 6"SAFETY RAILING AND/OR BARRIERSAFETY RAILING AND/OR BARRIERRAINIER AVE SAMENITY ZONEAMENITY ZONE9"6"9"6"6"6"6"6"SAFETY RAILING AND/OR BARRIER AT PLATFORM EDGE WHERE BUS MAY OVERHANG PLATFORM UPON PULL-IN TO BAYSAFETY RAILING AND/OR BARRIER+/- 75'ALLOWABLE ENCROACHMENT WITHIN POWER EASEMENT, PER SEATTLE CITY LIGHT 100' CLEARANCE AROUND POWER POLES.PRINTED ON:2021 PIVOT ARCHITECTUREFROM FILE:CI-405 BRTCONTRACT UNIT DESCRIPTION 5No.DATEDSN CHKAPPREVISIONDESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SUBMITTED BY:DATE:REVIEWED BY: DATE: DATE:CONTRACT ID:FILENAME:SCALE:DRAWING No.:SHEET No.:REV:LINE IS 1" ATFULL SCALELOCATION No.:-1-AS NOTEDPHASE 3 - 30% SUBMITTALPRELIMINARY AE 0054-17ARCHITECTURESTATION PLATFORM PLANR. GORMAN4052/3/2022 9:24:59 AMC:\Pivot_Architecture\Revit_2020\1813_RentonTC_TOD_R20_bwardle.rvt3802/11/22SOUTH RENTON TRANSIT CENTER02/11/220'GRAPHIC SCALE30'60'15'BRT-405-ASP500405-ASP501N1" = 30'-0"1SOUTH RENTON TC STATION PLATFORM PLAN2SAFETY RAILING AND/OR BARRIER EXAMPLE
SDSDSDSDSDSDSDSDSDSDSD
SDS
D
SD
SD SD SD 111213H
H
X X X X X
X
X
X
E
E
E
E
BORE
H
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RW10
EL=25
.
3
0
9.5'7.0'
3.5', TYP
EXISTING ROW, TYP
RAINIER AVE SVARIES,
SEE ARC
24.0', TYPTYP
8
3
6
8
3
2
88
1
2
61.0'
63.0'
(TYP OF 7)
5
8
(TYP OF 4)
7
(TYP OF 8)
4
50.0'4.5'5.0', TYPPROPERTY LINE, TYP
TYP
PARKING GARAGE
109
11
SEE ARCHITECTURE
STATION PLAN
10.5'X
X
71.5'
37.5'11.0
'
(TYP OF 6)
4
SEE ARCHITECTURE
STATION PLAN
N
20 40
SCALE IN FEET
01020
(1" = 20')
CONTRACT UNIT DESCRIPTION 5
LANDSCAPING
HARDSCAPE PLANS
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
405-LHP501
39 0
1" = 20'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 10:03 AM | USDW675573C:\BMS\WSP-PB-US-PW-02\DAN.WOJTALA@WSP.COM\D0342984\BRT-405-LHP500.DWGBRT-405-LHP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEET 405-CXP501 FOR DEMOLITION AND
REMOVAL PLAN.
2.SEE SHEET 405-CDP501 FOR DRAINAGE PLAN.
3.SEE SHEET 405-CPP501 FOR PAVING PLAN.
4.SEE SHEETS 405-CMP501 AND 405-TNP501 FOR
PAVEMENT MARKING AND SIGNAGE PLANS.
5.SEE SHEETS 405-ELP501 FOR LIGHTING PLANS.
6.SEE SHEET 405-LPP501 FOR PLANTING PLAN.
7.SEE SHEET 405-LRP501 FOR IRRIGATION PLAN.
8.SEE SHEET 405-UCP501 FOR UTILITY PLAN.
CONSTRUCTION NOTES:
1
3
CEMENT CONCRETE PAVEMENT
WITH STAMPED PATTERN
4
2
6
7
5
INSTALL CEMENT CONCRETE PAVEMENT WITH
INTEGRAL COLOR IN ALIGNMENT WITH GARAGE
VERTICAL COLUMNS WHEN ABUTTING
INSTALL QUAD ELOCKERS PER BIKELINK G5 ELOCKER
TECHNICAL FEATURES AND SPECIFICATIONS
INSTALL BIKE RACKS PER SPORTWORKS TOFINO NO
SCRATCH BIKE RACK TECHNICAL DRAWINGS
INSTALL MIXED BLEND OF 5 - 10" SIZE CLEAN WASHED
RIVER COBBLES TO 50% DEPTH IN CEMENT CONCRETE
PAVEMENT
INSTALL BENCHES PER FORMS AND SURFACES RS PUBLIC
SEATING TECHNICAL DRAWINGS AND IN ACCORDANCE
WITH THE SOUND TRANSIT DESIGN CRITERIA MANUAL
INSTALL PEDESTAL MOUNT PERFORATED PICNIC TABLE
PER WABASH VALLEY, INC. TECHNICAL DRAWINGS
INSTALL TREE GRATES IN ACCORDANCE WITH THE
SOUND TRANSIT DESIGN CRITERIA MANUAL
8
INSTALL LARGE PERFORATED WASTE/RECYCLING
RECEPTACLES IN ACCORDANCE WITH THE SOUND
TRANSIT DESIGN CRITERIA MANUAL
BICYCLE LOCKERS AT BUS BAYS 4/5
LEGEND
9 INSTALL CEMENT CONCRETE PAVEMENT WITH
INTEGRAL COLOR IN STAMPED HERRINGBONE PATTERN
10 STAMPED PATTERN TO BE SET FLUSH WITH CURB
ROUNDED RIVER COBBLE
INTEGRAL COLORED CONCRETE
PAVEMENT/PATTERN
BENCH
QUAD ELOCKER
BICYCLE RACK
PICNIC TABLE
TREE GRATE
WASTE/RECYCLING RECEPTACLE
11 SAFETY RAILING AND/OR BARRIER TYPE TO BE
DETERMINED
SDSD
SD
SD
SDSDSD SD
SD
SDSDSDSDSDSDSD
SD
SD
SDUTH
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SSSSSSSSSSSSSSSSSSSSC
C
BOREHOLE
P-14
EL=25.43
P-12
EL=25.14
BOREHOLE
RW10
EL=25.30
BOREHOLE
P-15
EL=25.66HARDIEAVE SWS GRADY
W
A
YRAINIER AVE SPROPERTY LINE, TYP
EXISTING ROW, TYP
5
CHARGER
CHARGER CHARGER
CHARGER
CHARGER
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER CHARGER
IT
CHARGER 12345678910111213EXISTING ROW, TYP
1
1
2 3
2 3
2 3
2 3
2 3
2 3
2 3
32
2 3
8
(TYP
OF 4)
4 LAKE AVE S1
6
6
6
7
2 3
23
PARKING
GARAGE
9
9
9
POTENTIAL
FUTURE
TOD AREA
9
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
LANDSCAPING
PLANTING PLANS
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
405-LPP501
40 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/07/22 | 10:49 AM | USDW675573C:\BMS\WSP-PB-US-PW-02\DAN.WOJTALA@WSP.COM\D0342984\BRT-405-LPP500.DWGBRT-405-LPP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
GENERAL NOTES:
1.SEE SHEET 405-CXP501 FOR DEMOLITION AND
REMOVAL PLAN.
2.SEE SHEET 405-CDP501 FOR DRAINAGE PLAN.
3.SEE SHEET 405-CPP501 FOR PAVING PLAN.
4.SEE SHEETS 405-CMP501 AND 405-TNP501 FOR
PAVEMENT MARKING AND SIGNAGE PLANS.
5.SEE SHEETS 405-ELP501 FOR LIGHTING PLANS.
6.SEE SHEET 405-LHP501 FOR HARDSCAPE PLAN.
7.SEE SHEET 405-LRP501 FOR IRRIGATION PLAN.
8.SEE SHEET 405-UCP501 FOR UTILITY PLAN.
CONSTRUCTION NOTES:
1 INSTALL GRASS LAWN AND TOPSOIL PER THE SOUND
TRANSIT DESIGN CRITERIA MANUAL
GRASS LAWN
REINFORCED GRASS LAWN
LOW GROWING SHRUBS
BIORETENTION PLANTINGS
DECIDUOUS/ACCENT TREES
CONIFER TREES
WETLAND PLANTINGS
LEGEND
3
INSTALL TOPSOIL AND MULCH TO THE DEPTHS
REQUIRED PER THE SOUND TRANSIT DESIGN
CRITERIA MANUAL FOR PLANTING AREAS
2
INSTALL PLANT MATERIAL PER CHAPTER 4-4-070 OF
THE CITY OF RENTON MUNICIPAL CODE AND PER THE
HEIGHT RESTRICTION REQUIREMENTS OF THE SOUND
TRANSIT DESIGN CRITERIA MANUAL FOR PEDESTRIAN
ZONES
4
INSTALL PLANT MATERIAL, TOPSOIL, AND MULCH IN
BIORETENTION AREAS PER THE WASHINGTON STATE
DEPARTMENT OF ECOLOGY STORMWATER
MANAGEMENT MANUAL FOR WESTERN WASHINGTON
5
6 INSTALL TREE IN FILTERRA UNIT
INSTALL REINFORCED GRASS UNITS TO MEET TRUCK
LOADING REQUIREMENTS FOR UTILITY ACCESS
7 INSTALL WETLAND PLANTS IN MODULAR WETLAND UNIT
8 INSTALL TREE IN TREE GRATE
9
INSTALL 6' TALL ORNAMENTAL FENCE PER AMERISTAR
MONTAGE COMMERCIAL WITH 4' MAN GATE AT
CHARGING STATION
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C
BOREHOLE
P-14
EL=25.43
P-12
EL=25.14
BOREHOLE
RW10
EL=25.30
BOREHOLE
P-15
EL=25.66
S GRADY
W
A
Y LAKE AVE SRAINIER AVE SSDCHARGER
CHARGER CHARGER
CHARGER
CHARGER
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER CHARGER
IT
CHARGER
PROPERTY LINE, TYP
EXISTING ROW, TYP
1
EXISTING ROW, TYP
1
2
2
2
2
2
2
2 3
1
2
(TYP
OF 6)
2
2
SDSD
SD
SD
SDSDSD SD
SD
SDSDSDSDSDSDSD
SD
SD
SD
PARKING
GARAGE
2
2
2HARDIEAVE SW3
POTENTIAL
FUTURE
TOD AREA
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
LANDSCAPING
IRRIGATION PLANS
SOUTH RENTON TRANSIT CENTER & RAINIER AVE S
405-LRP501
41 0
1" = 40'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/03/22 | 12:27 PM | USDW675573C:\BMS\WSP-PB-US-PW-02\DAN.WOJTALA@WSP.COM\D0342984\BRT-405-LRP500.DWGBRT-405-LRP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/3/2022
GENERAL NOTES:
1.SEE SHEET 405-CXP501 FOR DEMOLITION AND
REMOVAL PLAN.
2.SEE SHEET 405-CDP501 FOR DRAINAGE PLAN.
3.SEE SHEET 405-CPP501 FOR PAVING PLAN.
4.SEE SHEETS 405-CMP501 AND 405-TNP501 FOR
PAVEMENT MARKING AND SIGNAGE PLANS.
5.SEE SHEETS 405-ELP501 FOR LIGHTING PLANS.
6.SEE SHEET 405-LHP501 FOR HARDSCAPE PLAN.
7.SEE SHEET 405-LPP501 FOR PLANTING PLAN.
8.SEE SHEET 405-UCP501 FOR UTILITY PLAN.
CONSTRUCTION NOTES:
1 INSTALL IRRIGATION FOR LAWN AREAS PER THE
SOUND TRANSIT DESIGN CRITERIA MANUAL
3
4" POP-UP LAWN SPRAY AND
ROTOR IRRIGATION
6" POP-UP SHRUB SPRAY AND
ROTOR IRRIGATION
2
LEGEND
INSTALL IRRIGATION FOR SHRUB AND GROUND COVER
AREAS PER THE SOUND TRANSIT DESIGN CRITERIA
MANUAL
INSTALL ROOT WATERING SYSTEM FOR TREES IN
TREE GRATES AND PER THE SOUND TRANSIT
DESIGN CRITERIA MANUAL
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GA-10
EL=26.31
BOREHOLE
SB-1
EL=27.17
BOREHOLE
GA-14
EL=26.36
BOREHOLE
P-14
EL=25.43
BOREHOLE
GA-1
EL=25.09
BOREHOLE
GA-2
EL=25.98
BOREHOLE
RW10
EL=25.30
BOREHOLE
GA-3
EL=25.97
BOREHOLE
GA-4
EL=26.06
BOREHOLE
SH-5
EL=26.22
BOREHOLE
GA-8
EL=26.69
BOREHOLE
GA-5
EL=27.71
BOREHOLE
GA-7
EL=27.67
BOREHOLE
GA-6
EL=27.90
BOREHOLE
SB-2
EL=27.29
BOREHOLE
GA12
EL=26.45
BOREHOLE
GA-13
EL=26.06
BOREHOLE
P-15
EL=25.66
S GRAD
Y
W
A
Y LAKE AVE SRAINIER AVE SSDSD
SD
SD
SDSDSD SD
SD
SDSDSDSDSDSDSD
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0
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0
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156+00
158+00
160+00
11+47
10+00
19+
2
6
10+00
12+
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0 16+00
18+
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10+00
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14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
N
SCALE IN FEET
0 4020 8040
(1" = 40')
CONTRACT UNIT DESCRIPTION 5
ELECTRICAL
SITE ILLUMINATION PLAN
SOUTH RENTON TC
405-ELP501
42 0
1" = 40' D. FOSTER
D. FOSTER
K. GRACE
APPNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:11 PM | FOSTERDJC:\BMS\WSP-PB-US-PW-02\WSP__DUSTIN.FOSTER\D0342984\BRT-405-EPP500.DWGBRT-405-EPP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
CONSTRUCTION NOTES:
PROVIDE AND INSTALL SITE LIGHTING LUMINAIRE IN
LANDSCAPE/ HARDSCAPE AREA, INCLUDING FOUNDATION,
POLE, FIXTURE AND ASSOCIATED CONDUIT AND WIRING.
PROVIDE AND INSTALL SITE LIGHTING LUMINAIRE IN BUS
LAYOVER AREA, INCLUDING FOUNDATION, POLE, FIXTURE
AND ASSOCIATED CONDUIT AND WIRING. FOUNDATION
MUST PROTRUDE A MINIMUM OF 3' ABOVE FINISHED
GRADE.
PROVIDE AND INSTALL CANOPY LIGHTING LUMINAIRE,
SURFACE MOUNTED TO UNDERSIDE OF CANOPY,
INCLUDING CONDUIT, WIRE, CONTROLS, AND MOUNTING
HARDWARE.
PROVIDE AND INSTALL FIXTURE WITH HOUSE SIDE SHIELD
FOR AREA LIGHTING INSTALLED AT NORTH EDGE OF
PROPERTY.
1
1 TYP.
2
2
2 2
DESCRIPTIONTYPE MANUFACTURER APPROVED EQUIVALENTS
SOURCE
TYPE
CORRELATED COLOR
TEMPERATURE (CCT)
MIN. COLOR RENDERING
INDEX(CRI)
INITIAL LUMEN
OUTPUT (LM)
NOMINAL
WATTAGE(W)VOLTAGE
PL-01
LED AREA LIGHT MOUNTED ON 25' POLE. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. TYPE III OPTICAL SYSTEM. 4000K CCT, MINIMUM 70 CRI,
MINIMUM 31,000 LUMENS, MAXIMUM 263W. IP-66 RATING, UL LISTED FOR WET LOCATIONS.
GARDCO P34 SERIES OR APPROVED EQUIVALENT LED 4000K 70 32,000 263 UNV
SYMBOL
PL-02
(2)LED AREA LIGHTS MOUNTED ON 25' POLE. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. TYPE III OPTICAL SYSTEM. 4000K CCT, MINIMUM 70 CRI,
MINIMUM 31,000 LUMENS, MAXIMUM 263W. IP-66 RATING, UL LISTED FOR WET LOCATIONS.
GARDCO P34 SERIES OR APPROVED EQUIVALENT LED 4000K 70 64,000 526 UNV
PL-03
CITY OF RENTON STANDARD STREETLIGHT. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. FLAT GLASS LENS WITH TYPE II OPTICAL SYSTEM. 4000K CCT,
MIN.70 CRI, MIN.16,000 LUMENS, MAX.140W. IP-67 RATING, UL LISTED FOR WET LOCATIONS.
CYCLONE CY55P1A OR APPROVED EQUIVALENT LED 4000K 70 16,000 140 UNV
SC-01
SURFACE MOUNTED FULLY ENCLOSED AND GASKTED 8' LED STRIP. FIBERGLASS HOUSING
WITH STAINLESS STEEL LATCHES. FROSTED, RIBBED, IMPACT RESISTANT ACRYLIC LENS.
4000K CCT, MIN.80 CRI, MIN.8,000 LUMENS, MAX.52W. IP-67 RATING.
H.E.WILLIAMS 96 SERIES OR APPROVED EQUIVALENT LED 4000K 80 8,000 95 UNV
3
3 TYP.
5
5 TYP. OF 8
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RENTONRENTON
RENTON
RENTON
RENTON
RENT
O
N
RENT
O
N
RE
N
T
O
N
RE
N
T
O
N
REN
T
O
N
RENTONRENT
O
N
RENTO
N
RENTONRENTO
N
RENTO
N
RENTON
RENTON RENTON
RENTON
WSDO
T
F
O
WSDOT FOWSDOT FO2-
Z
A
Y
O
F
O PSE GAS
PSE G
A
S
PSE GAS
PSE GAS
PSE GAS
PSE GASPSE GAS
PSE GAS
PSE GASPSE GAS
PSE GAS
PSE GASPSE GAS
PSE G
A
S
C C C C CCC
BOREHO
L
E
S
B
-
1
E
L
=
2
7
.
1
7
BO
R
EHO
L
EGA
-
1
4
E
L
=
2
6
.
3
6
BO
R
EHO
L
E
P
-
1
4
E
L
=
2
5
.
4
3
B
OR
E
H
O
L
E
P
-
1
2
E
L
=
2
5
.
1
4
BOREHO
L
EGA
-
1
E
L
=
2
5
.
0
9
B
OR
EHO
LEGA
-
2
E
L
=
2
5
.
9
8
BOREHO
L
ERW1
0EL
=
2
5
.
3
0
BOREHO
L
E
G
A
-
3EL
=
2
5
.
9
7
BO
R
EHO
L
E
SB
-
2
E
L
=
2
7
.
2
9BOREHO
L
E
G
A
1
2EL
=
2
6
.
4
5 BOREHO
L
E
G
A
-
1
3
E
L
=
2
6
.
0
6
BOREHO
L
E
P
-
1
5
E
L
=
2
5
.
6
6
RAINIER
A
V
E
S SW 7TH
ST
PROPERTY LINE, TYP
EXISTING ROW, TYP
HARDI
E
A
V
E
S
W
4 0 5 -C -R a i n i e r S
405-C-
H
ar
di
e
S
W
4
0
5
-
C
-G
r
a
d
yW 405-C
-SW7THST
10+09
12+0
0
14+00
16+00 18+00
20+00
22+00
747+
0
0
748+
0
0
750+00750+00150+00
1
5
2
+
0
0 248+001011+47
10+00
12+0010+00
12+009+5110+0012+00CONTRACT UNIT DESCRIPTION 5
ELECTRICAL
ROADWAY ILLUMINATION PLAN
RAINIER AVE S & HARDIE AVE SW IN RENTON
405-ELP502
43 0
1"=40'D. FOSTER
D. FOSTER
K. GRACE
APPNo.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:14 PM | FOSTERDJC:\BMS\WSP-PB-US-PW-02\WSP__DUSTIN.FOSTER\D0342984\BRT-405-EPP500.DWGBRT-405-EPP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
N
SCALE IN FEET
0 4020 8040
(1" = 40')
S
GR
AD
Y
W
A
Y
LIGHTING FIXTURE SCHEDULE:
CONSTRUCTION NOTES:
PROVIDE AND INSTALL DECORATIVE LUMINAIRE ON
SIGNAL POLE. REFERENCE CITY OF RENTON STANDARD
DETAIL 117.1. LUMINAIRE MUST MATCH EXISTING LIGHT
FIXTURES INSTALLED IN THE VICINITY OF PROPOSED
SIGNAL POLES.
RELOCATE CITY OF RENTON DECORATIVE PEDESTRIAN
LUMINAIRE. REFERENCE CITY OF RENTON STANDARD
DETAIL 117.2.
4
6
6
4
4
DESCRIPTIONTYPE MANUFACTURER APPROVED EQUIVALENTS
SOURCE
TYPE
CORRELATED COLOR
TEMPERATURE (CCT)
MIN. COLOR RENDERING
INDEX(CRI)
INITIAL LUMEN
OUTPUT (LM)
NOMINAL
WATTAGE(W)VOLTAGE
PL-01
LED AREA LIGHT MOUNTED ON 25' POLE. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. TYPE III OPTICAL SYSTEM. 4000K CCT, MINIMUM 70 CRI,
MINIMUM 31,000 LUMENS, MAXIMUM 263W. IP-66 RATING, UL LISTED FOR WET LOCATIONS.
GARDCO P34 SERIES OR APPROVED EQUIVALENT LED 4000K 70 32,000 263 UNV
SYMBOL
PL-02
(2)LED AREA LIGHTS MOUNTED ON 25' POLE. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. TYPE III OPTICAL SYSTEM. 4000K CCT, MINIMUM 70 CRI,
MINIMUM 31,000 LUMENS, MAXIMUM 263W. IP-66 RATING, UL LISTED FOR WET LOCATIONS.
GARDCO P34 SERIES OR APPROVED EQUIVALENT LED 4000K 70 64,000 526 UNV
PL-03
CITY OF RENTON STANDARD STREETLIGHT. ALUMINUM HOUSING WITH POST-PAINTED
POWDER COAT FINISH. FLAT GLASS LENS WITH TYPE II OPTICAL SYSTEM. 4000K CCT,
MIN.70 CRI, MIN.16,000 LUMENS, MAX.140W. IP-67 RATING, UL LISTED FOR WET LOCATIONS.
CYCLONE CY55P1A OR APPROVED EQUIVALENT LED 4000K 70 16,000 140 UNV
SC-01
SURFACE MOUNTED FULLY ENCLOSED AND GASKTED 8' LED STRIP. FIBERGLASS HOUSING
WITH STAINLESS STEEL LATCHES. FROSTED, RIBBED, IMPACT RESISTANT ACRYLIC LENS.
4000K CCT, MIN.80 CRI, MIN.8,000 LUMENS, MAX.52W. IP-67 RATING.
H.E.WILLIAMS 96 SERIES OR APPROVED EQUIVALENT LED 4000K 80 8,000 95 UNV
X
XFO2-PSE
CHARGER
CHARGER
CHARGER
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER
IT
CHARGER
SD SDPBPB
PBXXX
X
H
H
H
H
H
HEEEEE E
CO
FO
FOFOFO
FO
FO
F
O
2VLTS
T
UNKNO
W
N
U
T
I
L
OEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE OEOEOEOEOEOEOEOEOEOEOEOE
OE
OE
OE
OE
OE
OE
OE
OE OE OESSSSSSSSSS
SSSSSSSSSSGGFO
FO
FO EEEEEEEEEE E E
E
E
E
FOFO
FOFOFO FOFOWSSSSSSCENTURYLINK FOCENTURYL
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURY
L
I
N
K
F
OPSEPSEPSEPSE2-PSE2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
PSE
PSE
PSEPSEPSEPSEPSE
PSE PSEPSEPSEPSERENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONRENTONWSDOT FO2-ZAYO FOCCCCFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CHARGER
CHARGER CHARGER
CHARGER
CHARGER
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER CHARGER
IT
CHARGER
12+0014+0016+0075
0
+
0
0
75
0
+
0
0
158+00
160+00
11+47
10+00
19+
2
6
10+00
12+
0
0
14+0
0 16+00
18+0
0
17+65
10+00
12+0
0
14+00 16+00
9+5
1
10+
0
0
12+
0
0
14+00 16+00 18+00 18+30
14+70
9+75 10+0012+0014+00
SDSD
SD
SD
SDSD
SD
SDSDSDSDSDSD
SD 12345678910111213CC
PBPB
PBPB
PBAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinCONSTRUCTION NOTES:
1 INSTALL TYPE 8 JUNCTION BOX PER WSDOT
STANDARD PLAN J-40.30-04.
2 NEW PULL BOX PER WSDOT STANDARD PLAN
J-90.10-03.
3 INSTALL IT CLOSET FOR KC METRO WITHIN
COMMUNICATION ROOM FOR METRO EQUIPMENT.
4 PROVIDE ELECTRICAL AND COMMUNICATION
CONDUITS TO BEB CHARGERS AND GANTRY OF
SIZE AND QUANTITY TO MEET THE REQUIREMENTS
OF THE BEB MANUFACTURER ONCE SELECTED.AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinGENERAL NOTES:
1.ELECTRICAL CONDUITS FROM THE SOUND TRANSIT AND
METRO ELECTRICAL ROOMS TO THE STATION PLATFORM
SHALL BE SIZED POST 30% TO SUPPORT LIGHTING ON THE
PLATFORM AND SOUND TRANSIT AND METRO STATION
AMENITIES AS LISTED ON DRAWINGS 405-JEP501-503 ONCE
THE PLATFORM SHELTER AND AMENITY LOCATIONS ARE
DESIGNED.AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinNEW PULL BOX
NEW JUNCTION BOX TYPE 8
NEW CONDUIT
NEW METRO DATA CABINET
EXISTING VAULT
LEGEND:
E
PB
IT
FO EEEEEFOFOFOFOFOFOFOSSSSSSSSSSSSPSEPSE18'-0"3'-6"SYSTEMS
STATION ELECTRICAL AND COMMUNICATION PLAN
SOUTH RENTON TC
405-JEP501
44 0
1" = 50'
SCALE IN FEET
025 5050 100
(1" = 50')
NHARDIE AVE SWS GRADY
W
YRAINIER AVE SWLAKE AVE S___________________
JEP502
1
SOUTH RENTON TC
PARKING GARAGE
SOUTH RENTON TRANSIT CENTER
PIC
K
-
U
P
P
L
A
T
F
O
R
M
DROP-OFF PLATFORM
CONTRACT UNIT DESCRIPTION 5
WIRING SCHEDULE
RUN
NO.CONDUIT SIZE CONDUCTORS REMARKS
ST METRO
1 3" PVC COMM 1-12CT SMFO ST CONDUIT
3" PVC COMM SPARE ST CONDUIT
2 3" PVC COMM 1-12CT SMFO METRO CONDUIT
3" PVC COMM SPARE METRO CONDUIT
3 1" PVC COMM *BIKE LOCKERS
4 1" PVC COMM *ST CONDUIT
5
1" PVC COMM *METRO CONDUIT
1" PVC COMM *ST CONDUIT
6 PVC COMM**1-12CT SMFO METRO CONDUIT
7 PVC COMM***METRO CONDUIT
8 RGS ELEC***METRO CONDUIT
9 PVC ELEC***ST CONDUIT
X
METRO DATA
CABINET
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:42 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0342984\BRT-405-JEP500.DWGBRT-405-JEP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
2
2
1
METRO COMM
METRO COMM
6
1
1
1
5
5
*CONDUCTORS TO BE DETERMINED POST-30%.
2
2
2
METRO COMM
6
6
SCALE: 1"=10'
1
ST COMM
2
3
METRO
6
EXISTING JUNCTION BOX TO BE REMOVED.
INTERCEPT AND EXTEND EXISTING CONDUITS
TO CREATE CONTINUOUS CONDUIT PATHWAY.
PULL BACK EXISTING 96-CT FIBER TRUNK
CABLE FROM EXISTING 25-TA CABLE VAULT AT
GRADY/RAINIER TO EXISTING 25-TA CABLE
VAULT AT 7TH/RAINIER AND REINSTALL
THROUGH NEW CABLE VAULT (RENTON)
INTERCEPT EXISTING
FIBER INTERCONNECT
CONDUIT AND INSTALL
NEW CABLE VAULT
(RENTON)
COMM VAULT FOR
COMCAST
CONNECTION (ST)
___________________
JEP503
1 ___________________
JEP504
1
ROW, TYP
EASEMENT, TYP
BEB GANTRY
3
BIKE LOCKERS
2
METRO COMM
2
METRO ELEC
7
7
88
8
2
METRO ELEC
6
4
4
4
6
8
1
2
1
2
1
METRO COMM
**CONDUIT SIZE AND NUMBER OF CONDUIT IN THIS RUN WILL BE DETERMINED POST-30%.
SCALE: 1"=20'
4
4
4
1
METRO ELEC
1
ST ELEC
9
8
8
9
9
8
1
ST ELEC
1
METRO ELEC
8
9
3
REFER TO ESP501
FOR ELECTRICAL
CONNECTION TO
GARAGE
EEEEEE
E
E
E
E
E
EE
E EEPSECCCCCCCFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOBUS BAY 1
SDSD1 1.6 2 3 4 5 6 7
269'-6"AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinGENERAL NOTES:
1.PROVIDE ELECTRICAL AND COMMUNICATION CONDUITS AND
JUNCTION BOXES WITHIN THE STATION PLATFORM AREA TO
CONNECT TO THE SHELTERS, LIGHTING AND ITS AMENITIES
LISTED ON THIS SHEET ONCE THE STATION PLATFORM
DESIGN IS ADVANCED POST 30%.
2.SEPARATE ELECTRICAL AND COMMUNICATION CONDUITS
AND JUNCTION BOXES SHALL BE PROVIDED SOUND TRANSIT
AND FOR METRO. THE SIZE AND QUANTITY OF THE
CONDUITS AND JUNCTION BOXES SHALL BE DETERMINED
BASED ON THE FINAL LOCATION AND QUANTITIES OF
ELEMENTS ON THE STATION PLATFORM WHEN THE DESIGN
IS ADVANCED POST 30%.
3.ASSUME ELECTRICAL AND COMMUNICATION CONDUITS
CONNECT TO A CLOSET/BUNGALOW LOCATED ON THE
STATION PLATFORM FOR DISTRIBUTION TO STATION
AMENITIES.
SYSTEMS
STATION ELECTRICAL AND COMMUNICATION PLAN
SOUTH RENTON TC
405-JEP502
45 0
1" = 10'
SCALE IN FEET
0 10 20510
(1" = 10')
N
PICK-UP PLATFORM
CONTRACT UNIT DESCRIPTION 5
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:43 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0342984\BRT-405-JEP500.DWGBRT-405-JEP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022 MATCHLINE - SEE SHEET 405-JEP503ITS AMENITIES
BUS BAY 1 (STRIDE BRT)
CCTV CAMERAS
PUBLIC ADDRESS
PYLON VMS
CANOPY VMS
PUSH TO TALK
TVM
WAYSIDE VALIDATOR ngORCA
CO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFO
2 BLR
D
3 BLR
D
OE
OE
E
BUS
B
A
Y
7
BUS BAY 2
BUS BAY 8
BUS
B
A
Y
3
14+00
14+00
SDSDSDSDSD8 9 10 11 12 13AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinGENERAL NOTES:
1.PROVIDE ELECTRICAL AND COMMUNICATION CONDUITS AND
JUNCTION BOXES WITHIN THE STATION PLATFORM AREA TO
CONNECT TO THE SHELTERS, LIGHTING AND ITS AMENITIES
LISTED ON THIS SHEET ONCE THE STATION PLATFORM
DESIGN IS ADVANCED POST 30%.
2.SEPARATE ELECTRICAL AND COMMUNICATION CONDUITS
AND JUNCTION BOXES SHALL BE PROVIDED SOUND TRANSIT
AND FOR METRO. THE SIZE AND QUANTITY OF THE
CONDUITS AND JUNCTION BOXES SHALL BE DETERMINED
BASED ON THE FINAL LOCATION AND QUANTITIES OF
ELEMENTS ON THE STATION PLATFORM WHEN THE DESIGN
IS ADVANCED POST 30%.
3.PROVIDE COMMUNICATION CONDUITS FOR ST CONNECTION
FROM THE COMMUNICATION CLOSET/BUNGALOW TO THE
BIKE LOCKERS SHOWN ON SHEET JEP504.
4.ASSUME ALL ELECTRICAL AND COMMUNICATION CONDUITS
WITHIN THE STATION PLATFORM ARE DISTRIBUTED FROM A
CLOSET/BUNGALOW LOCATED ON THE STATION PLATFORM
TO STATION AMENITIES.
SYSTEMS
STATION ELECTRICAL AND COMMUNICATION PLAN
SOUTH RENTON TC
405-JEP503
46 0
1" = 10'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:44 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0342984\BRT-405-JEP500.DWGBRT-405-JEP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022
SCALE IN FEET
0 10 20510
(1" = 10')
N
CONTRACT UNIT DESCRIPTION 5MATCHLINE - SEE SHEET 405-JEP502ITS AMENITIES
BUS BAY 2 (RAPIDRIDE)BUS BAY 3 (LOCAL)BUS BAY 7 (RAPIDRIDE)BUS BAY 8 (STRIDE BRT)
CCTV CAMERAS CCTV CAMERAS CCTV CAMERAS CCTV CAMERAS
PUBLIC ADDRESS PUBLIC ADDRESS PUBLIC ADDRESS PUBLIC ADDRESS
METRO RTIS METRO RTIS PYLON VMS
METRO PUSH TO TALK METRO PUSH TO TALK PUSH TO TALK
METRO WAYSIDE VALIDATOR, ngORCA METRO WAYSIDE VALIDATOR, ngORCA TVM
WAYSIDE VALIDATOR, ngORCA
MATCHLINE - SEE SHEET 405-JEP504WIRING SCHEDULE
RUN
NO.CONDUIT SIZE CONDUCTORS REMARKS
ST METRO
1 3" PVC COMM 1-12CT SMFO ST CONDUIT
3" PVC COMM SPARE ST CONDUIT
2 3" PVC COMM 1-12CT SMFO METRO CONDUIT
3" PVC COMM SPARE METRO CONDUIT
8 RGS ELEC***METRO CONDUIT
9 PVC ELEC***ST CONDUIT
X
1
*CONDUCTORS TO BE DETERMINED POST-30%.
2
EXTEND CONDUITS TO COMMUNICATION
CLOSET/BUNGALOW ON THE STATION
PLATFORM ONCE LOCATION HAS BEEN
IDENTIFIED POST 30%. PROVIDE SEPARATE
SPACE FOR ST AND METRO EQUIPMENT.
**CONDUIT SIZE AND NUMBER OF CONDUIT IN THIS RUN WILL BE DETERMINED POST-30%.
8
9
EXTEND CONDUITS TO ELECTRICAL
CLOSET/BUNGALOW ON THE STATION
PLATFORM ONCE LOCATION HAS BEEN
IDENTIFIED POST 30%. PROVIDE SEPARATE
SPACE FOR ST AND METRO EQUIPMENT.
OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEBUS BAY 6 BUS BAY 5
BUS BAY 4
16+00AeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTinAeccDbSurfaceTin1.PROVIDE ELECTRICAL AND COMMUNICATION CONDUITS AND
JUNCTION BOXES WITHIN THE STATION PLATFORM AREA TO
CONNECT TO THE SHELTERS, LIGHTING AND ITS AMENITIES
LISTED ON THIS SHEET ONCE THE STATION PLATFORM
DESIGN IS ADVANCED POST 30%.
2.SEPARATE ELECTRICAL AND COMMUNICATION CONDUITS
AND JUNCTION BOXES SHALL BE PROVIDED SOUND TRANSIT
AND FOR METRO. THE SIZE AND QUANTITY OF THE
CONDUITS AND JUNCTION BOXES SHALL BE DETERMINED
BASED ON THE FINAL LOCATION AND QUANTITIES OF
ELEMENTS ON THE STATION PLATFORM WHEN THE DESIGN IS
ADVANCED POST 30%.
3.PROVIDE COMMUNICATION CONDUITS FOR ST CONNECTION
FROM THE BIKE LOCKERS TO THE COMMUNICATION
CLOSET/BUNGALOW NOTED ON SHEET JEP503.
4.ASSUME ALL ELECTRICAL AND COMMUNICATION CONDUITS
WITHIN THE STATION PLATFORM ARE DISTRIBUTED FROM A
CLOSET/BUNGALOW LOCATED ON THE STATION PLATFORM
TO STATION AMENITIES.
SYSTEMS
STATION ELECTRICAL AND COMMUNICATION PLAN
SOUTH RENTON TC
405-JEP504
47 0
1" = 10'
SCALE IN FEET
0 10 20510
(1" = 10')
N
CONTRACT UNIT DESCRIPTION 5
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:LINE IS 1" ATFULL SCALEDESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:02/09/22 | 1:45 PM | XXLC:\BMS\WSP-PB-US-PW-02\XIAOYI.LIU@CONCORDENGR.COM\D0342984\BRT-405-JEP500.DWGBRT-405-JEP500 FACILITY ID:
PHASE 3 - 30% SUBMITTAL I-405 BRT
AE 0054-17
02/11/2022PRELIMINARY 405
R. GORMAN 02/11/2022MATCHLINE - SEE SHEET 405-JEP503ITS AMENITIES
BUS BAY 4 (LOCAL)BUS BAY 5 (LOCAL)BUS BAY 6 (LOCAL)
CCTV CAMERAS CCTV CAMERAS CCTV CAMERAS
PUBLIC ADDRESS PUBLIC ADDRESS PUBLIC ADDRESS
BIKE LOCKER (TYP.)
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:19 PM405
48 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZN501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
GENERAL NOTES
SOUTH RENTON TRANSIT CENTER
CODES AND STANDARDS
1. 2018 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS
2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
4. TMS 402-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES
5. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
6. AISC 341-16 SEISMIC PROVISIONS FOR STEEL BUILDINGS
7. AWS D1.1 2010 STRUCTURAL WELDING CODE – STEEL
8. AWS D1.8 2009 STRUCTURAL WELDING CODE – SEISMIC SUPPLEMENT
9. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-
STRENGTH BOLTS
GENERAL
1. CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO
PERFORM THE WORK.
2. CONTRACTOR-INITIATED CHANGES REQUIRE BOTH DESIGNER OF RECORD AND GOVERNMENT APPROVAL AND MUST
BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER’S REPRESENTATIVE FOR APPROVAL PRIOR TO
FABRICATION OR CONSTRUCTION.
3. CONTRACTOR MUST VERIFY DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES,
BUT IS NOT LIMITED TO, COORDINATING WITH THE CONTRACT DRAWINGS ON THE SIZE AND LOCATION OF OPENINGS
THROUGH CONCRETE, VERIFYING SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL OPENINGS WITH THE
RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR THE USE OF OTHER
TRADES.
4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON
DRAWINGS APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS
BUT APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. CONTRACTOR IS RESPONSIBLE FOR CHOOSING THE
APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR MUST SUBMIT PROPOSED ALTERNATE
DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO DETAILING
OR USE.
5. SHOP DRAWING REVIEW: BY SUBMITTING THE SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT THEY HAVE
DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND RELATED FIELD CONSTRUCTION CRITERIA
(MEANS, METHODS, TECHNIQUES, SEQUENCES, OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND
PROGRAMS INCIDENTAL THERETO), AND THAT THE CONTRACTOR HAS CHECKED AND COORDINATED THE
INFORMATION CONTAINED WITHIN THE SUBMITTAL WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT
DOCUMENTS. REVIEW BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR THE
ACCURACY OF DIMENSIONS AND DETAILS. SUCH REVIEW DOES NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF
THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR A WARRANTY THAT THE SUBMITTALS SATISFY THE
REQUIREMENTS OF THE CONTRACT.
DESIGN LOADS
DEAD LOADS:
WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT.
SUPERIMPOSED DEAD LOADS:
MECHANICAL, ELECTRICAL & PLUMBING 5 PSF
LIVE LOADS
GARAGE FLOOR 50 PSF
GARAGE ROOF 50 PSF
RISK CATEGORY II
SNOW LOAD
SNOW LOAD IMPORTANCE FACTOR, Is 1.0
GROUND SNOW LOAD 25 PSF
EXPOSURE FACTOR, Ce 1.0
THERMAL FACTOR, Ct 1.2
ROOF SNOW LOAD 25 PSF
WIND LOADS
BASIC WIND SPEED (3-SECOND GUST), Vult 97 MPH
NOMINAL WIND SPEED, Vasd = Vult* sqrt(0.6) 75 MPH
WIND EXPOSURE C
SEISMIC LOADS
SEISMIC IMPORTANCE FACTOR, Ie 1.0
SITE LATITUDE AND LONGITUDE 47.47179° N, 122.21658° W
MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
SHORT PERIOD, Ss 1.44g
1 SECOND PERIOD, S1 0.49g
SITE CLASS E
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS
SHORT PERIOD, SDS TBD*
1 SECOND PERIOD, SD1 TBD*
*A SITE SPECIFIC GROUND MOTION HAZARD ANALYSIS TO BE PERFORMED AT LATER DATE
SEISMIC DESIGN CATEGORY D
BASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED CONCRETE MOMENT FRAME
RESPONSE MODIFICATION FACTOR, R 8
OVERSTRENGTH FACTOR, Ω0 3.0
DEFLECTION AMPLIFICATION FACTOR, Cd 5.5
SEISMIC RESPONSE COEFFICIENT, CS TBD
DESIGN BASE SHEAR TBD KIPS
ANALYSIS PROCEDURE USED TBD
FOUNDATIONS
1. FOUNDATION DESIGN IS BASED ON THE SOUTH RENTON TRANSIT CENTER GEOTECHNICAL RECOMMENDATION
REPORT - DRAFT, DATED NOVEMBER 2021
2. FOUNDATION WORK MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THIS REPORT, AND THE
CONTRACTOR MUST BE FAMILIAR WITH THIS REPORT.
3. SPECIAL INSPECTION MUST BE PERFORMED DURING FOUNDATION WORK TO CONFIRM THAT EXISTING CONDITIONS
COMPLY WITH CONDITIONS IN THE GEOTECHNICAL REPORT.
4. PIER DESIGN IS BASED ON 70 FOOT LONG PIER WITH AN ALLOWABLE CAPACITY OF 400 KIPS (COMBINED SIDE AND TIP
RESISTANCE).
STRUCTURAL CONCRETE
1. CONCRETE WORK MUST CONFORM TO REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE.
2. DESIGN MIXES FOR THE FOLLOWING CLASSES OF CONCRETE, MUST BE PROPORTIONED TO PROVIDE THE SPECIFIED
COMPRESSIVE STRENGTH.
FOUNDATIONS 4,000 PSI
SLAB-ON-GROUND 4,000 PSI
P/T SLABS AND BEAMS 6,000 PSI
WALLS 5,000 PSI
COLUMNS 6,000 PSI
MOMENT FRAME BEAMS 6,000 PSI
3. SLAB-ON-GRADE CONCRETE FLEXURAL STRENGTH 650 PSI AT 90 DAYS
4. STEEL REINFORCEMENT MUST CONFORM TO THE FOLLOWING STANDARDS AND SPECIFIED STRENGTH.
DEFORMED BARS (A615) Fy = 60,000 PSI
DEFORMED BARS (A706) Fy = 60,000 PSI
WELDED WIRE REINF (A1064) Fy = 60,000 PSI
PRESTRESSING STRAND (A416) Fu = 270,000 PSI
5. TYPICAL DETAILS OF REINFORCEMENT SUCH AS HOOKS, BEND DIAMETERS, ETC. MUST BE IN ACCORDANCE WITH ACI
SP-66 – “ACI DETAILING MANUAL”.
6. REINFORCEMENT MARKED "CONT" (CONTINUOUS) MUST BE SPLICED BY LAPPING OR WITH MECHANICAL CONNECTORS.
LAP LENGTH NOTES:
A. SEE DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE FOR REINFORCED CONCRETE
B. LAP SPLICES OF WELDED WIRE REINFORCEMENT MUST HAVE A LENGTH OF LAP EQUAL TO THE GREATER OF
1.5X WIRE DEVELOPMENT LENGTH OR ONE CROSSWIRE SPACING PLUS 2 INCHES.
C. MECHANICAL CONNECTORS MUST HAVE A MINIMUM CAPACITY OF 1.25 X YIELD STRENGTH OF THE BAR.
D. IN MEMBERS DESIGNATED AS PART OF THE SEISMIC-FORCE-RESISTING SYSTEM, MECHANICAL CONNECTORS
MUST HAVE A MINIMUM CAPACITY EQUAL TO THE TENSILE STRENGTH OF THE BAR.
7. MECHANICAL REBAR ANCHORS (TERMINATORS) MUST BE THREADED DEVICES WITH A CAPACITY GREATER THAN THE
YIELD STRENGTH OF THE BAR.
8. REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND STRUCTURAL DRAWINGS FOR SURFACE FEATURES AND
INSERTS, TO BE CAST IN CONCRETE AND FOR LOCATIONS OF PENETRATIONS FOR PIPES, DUCTS, CONDUITS, ETC.
9. CONCRETE COVER FOR REINFORCEMENT STEEL IN CAST-IN-PLACE NON-PRESTRESSED CONCRETE MEMBERS MUST
BE AS FOLLOWS, UNLESS NOTED OTHERWISE.
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DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:19 PM405
49 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZN502
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
GENERAL NOTES
SOUTH RENTON TRANSIT CENTER
MASONRY
1. MASONRY WORK MUST CONFORM TO REQUIREMENTS OF TMS 602-16, SPECIFICATIONS FOR MASONRY STRUCTURES.
2. PROVIDE LEVEL B QUALITY ASSURANCE AND SPECIAL INSPECTION PER TMS 602-16.
3. CONCRETE MASONRY: SPECIFIED COMPRESSIVE STRENGTH, f’m = 2,000 PSI AS DETERMINED PER ARTICLE 1.4B OF TMS
602-16. THE SPECIFIED COMPRESSIVE STRENGTH MUST BE VERIFIED PRIOR TO START OF CONSTRUCTION.
4. CONCRETE MASONRY UNITS MUST BE MEDIUM WEIGHT AND HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH =
2,000 PSI AS DETERMINED PER ASTM C90.
5. UNITS MUST BE LAID UP IN RUNNING BOND UNLESS NOTED OTHERWISE. THICKNESS OF BED JOINTS MUST NOT
EXCEED 5/8 INCH. USE BOND BEAM UNITS AT HORIZONTAL REINFORCING.
6. MORTAR MUST BE TYPE S CONFORMING TO ASTM C270 WITH f’m = 1,800 PSI. MASONRY CEMENT MORTAR MUST NOT BE
USED.
7. STEEL REINFORCEMENT MUST CONFORM TO ASTM A615, GRADE 60. WELDED REINFORCING STEEL MUST CONFORM TO
ASTM A706, GRADE 60.
8. CONTINUOUS REINFORCING STEEL MUST BE LAP SPLICED IN ACCORDANCE WITH THE DEVELOPMENT AND LAP SPLICE
LENGTH FOR CMU SCHEDULE. MECHANICAL SPLICES, WHERE NOTED, MUST BE THREADED COUPLERS FOR TAPERED
THREADED OR UPSET THREADED BARS CERTIFIED TO DEVELOP 1.25 x Fy. SIMILARLY, TERMINATORS MUST BE
THREADED DEVICES TO FULLY ANCHOR THE YIELD STRENGTH OF BAR.
9. CENTER VERTICAL REINFORCING IN WALL UNLESS NOTED OTHERWISE. WHERE REQUIRED, VERTICAL BAR
POSITIONERS MUST BE USED TO SECURE VERTICAL REINFORCING AGAINST DISPLACEMENT PRIOR TO GROUTING.
10. PROVIDE VERTICAL BARS FULL HEIGHT AT WALL CORNERS, DOORS, WINDOWS AND OTHER OPENINGS. PROVIDE
CONTINUOUS HORIZONTAL REINFORCEMENT AT CORNERS. PROVIDE HORIZONTAL REINFORCEMENT ABOVE DOOR
OPENINGS, ABOVE AND BELOW WINDOWS AND OTHER OPENINGS. EXTEND REINFORCEMENT Ld BEYOND EACH SIDE OF
OPENING UNLESS NOTED OTHERWISE. OPENINGS FOR DUCTS AND PIPES PENETRATING MASONRY WALLS MUST BE
VERIFIED AND COORDINATED WITH MECHANICAL AND ELECTRICAL CONTRACTOR'S REQUIREMENTS. PENETRATIONS
THROUGH WALLS MUST HAVE ADDITIONAL REINFORCING WHERE SHOWN.
11. GROUT MUST CONFORM TO ASTM C476, WITH MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. GROUT
SLUMP AT TIME OF GROUTING MUST BE 8 TO 11 INCHES. WATER REDUCING ADMIXTURES MAY BE ADDED TO ACHIEVE
THE DESIRED SLUMP.
12. FINE GROUT OR COARSE GROUT MUST BE SELECTED BASED ON MINIMUM GROUT SPACE REQUIREMENTS OF TABLE 7
OF TMS 602-16.
13. HIGH LIFT GROUTING (LIFT HEIGHT GREATER THAN 5’-4”): ONLY ALLOWED WITH PRIOR WRITTEN APPROVAL OF THE
STRUCTURAL ENGINEER OF RECORD AND THE CONTRACTING OFFICER REPRESENTATIVE. THE MASONRY
CONTRACTOR MUST REQUEST WRITTEN APPROVAL A MINIMUM OF TEN (10) DAYS PRIOR TO PROCEEDING WITH SITE
MOBILIZATION. THE MASONRY CONTRACTOR MUST SUBMIT QUALIFICATIONS TO PERFORM HIGH LIFT GROUTING
ADDRESSING EACH OF THE FOLLOWING ITEMS AND OTHERS THEY DEEM IMPORTANT WITHIN THE WRITTEN
SUBMISSION.
A. REFERENCE: ARTICLE 3.5 OF TMS 602-16.
B. UNIT AND GROUTING CREWS MUST HAVE A MINIMUM OF FIVE (5) YEARS SUCCESSFUL COMMERCIAL BUILDING
EXPERIENCE WITH SIMILAR HIGH LIFT GROUTING PROJECTS. LIST THREE PROJECTS WITH A CONTACT FOR
EACH.
C. A LIFT MUST NOT EXCEED ONE STORY LEVEL, OR 12’-8” MAXIMUM.
14. CONTROL JOINTS:
A. CONCRETE MASONRY WALL CONTROL JOINTS SPACED AT A MAXIMUM OF 30 FEET ON CENTER, THREE TIMES
THE WALL HEIGHT, OR AS OTHERWISE SHOWN ON THE DRAWINGS.
B. MASONRY VENEER CONTROL JOINTS SPACED AT A MAXIMUM OF 20 FEET ON CENTER OR AS OTHERWISE
SHOWN ON THE DRAWINGS.
15. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR THE LOCATION, EXTENT AND ORIENTATION OF CMU BLOCKS WITH
REGARD TO COLOR, FINISH OR ORIENTATION.
16. COLD AND HOT WEATHER CONSTRUCTION MUST BE IN ACCORDANCE WITH ARTICLE 1.8C AND ARTICLE 1.8D
RESPECTIVELY OF TMS 602-16.
CONCRETE EXPOSURE
CAST AGAINST AND
PERMANENTLY IN
CONTACT WITH GROUND
EXPOSED TO WEATHER
OR IN CONTACT WITH
GROUND
NOT EXPOSED TO
WEATHER OR IN
CONTACT WITH GROUND
MEMBER
ALL
ALL
SLABS, JOISTS
AND WALLS
BEAMS, COLUMNS,
PEDESTALS, AND
TENSION TIES
REINFORCEMENT
ALL
#6 THRU #18 BAR
#5 BAR, W31 OR D31 WIRE,
AND SMALLER
#14 AND #18 BARS
#11 BAR AND SMALLER
PRIMARY REINFORCEMENT,
STIRRUPS, TIES, SPIRALS
AND HOOPS
SPECIFIED
COVER (INCHES)
3
2
1-1/2
1-1/2
3/4
1-1/2
ACI 318-14 TABLE 20.6.1.3.1---SPECIFIED CONCRETE COVER FOR CAST-IN-PLACE NONPRESTRESSED
CONCRETE MEMBERS
CONCRETE EXPOSURE
CAST AGAINST AND
PERMANENTLY IN
CONTACT WITH GROUND
EXPOSED TO WEATHER
OR IN CONTACT WITH
GROUND
NOT EXPOSED TO
WEATHER OR IN
CONTACT WITH GROUND
MEMBER
ALL
SLABS, JOISTS AND
WALLS
ALL OTHER
SLABS, JOISTS
AND WALLS
BEAMS, COLUMNS,
AND TENSION TIES
REINFORCEMENT
ALL
ALL
ALL
ALL
PRIMARY
STIRRUPS, TIES, SPIRALS
AND HOOPS
SPECIFIED
COVER (INCHES)
3
1
1-1/2
3/4
1-1/2
1
ACI 318-14 TABLE 20.6.1.3.2---SPECIFIED CONCRETE COVER FOR CAST-IN-PLACE PRESTRESSED
CONCRETE MEMBERS
CONCRETE
EXPOSURE
EXPOSED TO
WEATHER OR IN
CONTACT WITH
GROUND
NOT EXPOSED TO
WEATHER OR IN
CONTACT WITH
GROUND
MEMBER
WALLS
ALL OTHER
SLABS, JOISTS
AND WALLS
BEAMS, COLUMNS,
PEDESTALS AND
TENSION TIES
REINFORCEMENT
#14 AND #18 BARS;
TENDONS LARGER
THAN 1-1/2"Ø
#11 AND SMALLER; W31 AND D31
WIRE AND SMALLER; TENDONS
AND STRANDS 1-1/2"Ø AND
SMALLER
#14 AND #18; TENDONS LARGER
THAN 1-1/2"Ø
#6 THRU #11 BARS; TENDONS
AND STRANDS LARGER THAN
5/8"Ø THRU 1-1/2"Ø
#5 BAR, W31 OR D31 WIRE, AND
SMALLER; TENDONS AND
STRANDS 5/8"Ø AND SMALLER
#14 AND #18 BARS; TENDONS
LARGER THAN 1-1/2"Ø
TENDONS AND STRANDS 1-1/2"Ø
(INCL) AND SMALLER
#11 BAR, W31 AND D31 WIRE,
AND SMALLER
PRIMARY
REINFORCEMENT
STIRRUPS, TIES,
SPIRALS AND HOOPS
SPECIFIED
COVER (INCHES)
1-1/2
3/4
2
1-1/2
1-1/4
1-1/4
3/4
5/8
GREATER OF db
AND 5/8 AND
NEED NOT
EXCEED 1-1/2
3/8
ACI 318-14 TABLE 20.6.1.3.3---SPECIFIED CONCRETE COVER FOR PRECAST NONPRESTRESSED OR
PRESTRESSED CONCRETE MEMBERS MANUFACTURED UNDER PLANT CONDITIONS
POST TENSIONED CAST-IN-PLACE CONCRETE
1. TENDONS ARE COMPRISED OF SEVEN-WIRE STRAND CONFORMING TO ASTM A416 WITH A MINIMUM ULTIMATE TENSILE
STRENGTH OF 270 KSI. WIRE MUST BE LOW RELAXATION, UNCOATED, CLEAN, AND FREE OF CORROSION. STRAND
DIAMETER HAS BEEN ASSUMED TO BE 0.5 INCH. IF 0.6 INCH IS USED, SUBMIT CALCULATIONS FOR APPROVAL WITH
SHOP DRAWINGS. ONLY ONE STRAND SIZE MUST BE USED THROUGHOUT THE JOB. JACK TO 0.80 FPU MAXIMUM.
2. MULTI STRAND TENDONS IN BEAMS. PROVIDE THE MINIMUM NUMBER OF 0.5 INCH OR 0.6 INCH DIAMETER STRAND FOR
EFFECTIVE FORCE NOTED. STRESS TO ACHIEVE INDICATED FORCE. SUBMIT FRICTION AND LOSS CALCULATIONS PRIOR
TO PREPARATION OF SHOP DRAWINGS. (MAXIMUM EFFECTIVE STRESS FOR STRAND FORCE CALCULATION MUST BE
165 KSI).
3. ANCHORAGE PROVIDED MUST BE LIMITED TO THOSE WITH A MAXIMUM SEATING LOSS OF ¼ INCH, SUCH AS
MANUFACTURED BY VSL CORPORATION OR APPROVED EQUAL.
4. RECORD MUST BE KEPT OF JACKING FORCES AND TENDON ELONGATIONS. IF ACTUAL ELONGATION AND CALCULATED
ELONGATIONS ARE NOT IN AGREEMENT WITHIN 5%, THE ENGINEER MUST BE NOTIFIED PRIOR TO BURNING OFF
TENDON TAIL OR GROUTING. ELONGATIONS MUST BE CALCULATED BASED ON THE ACTUAL MODULUS OF ELASTICITY
OF THE TENDONS SUPPLIED AS SHOWN ON THE MILL CERTIFICATE.
5. UNBONDED TENDONS MUST HAVE A CONTINUOUS WATER RESISTANT SHEATH TO PREVENT INTRUSION OF CEMENT
PASTE AND THE ESCAPE OF THE CORROSION RESISTANT COATING. REPAIR ANY DAMAGE TO THE SHEATH AND
RECOAT STRAND BEFORE PLACING CONCRETE. ANCHORS MUST BE EPOXY COATED.
6. DUCT-FORMING MATERIAL FOR GROUTED MULTI STRAND TENDONS MUST BE STRONG ENOUGH TO RETAIN ITS SHAPE
AND RESIST DAMAGE CONSTRUCTION. IT MUST PREVENT THE ENTRANCE OF CEMENT PASTE AND WATER FROM THE
CONCRETE. THE DUCT MUST BE VENTED AS REQUIRED TO ENSURE NO VOIDS ARE PRESENT AFTER GROUTING. SEE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THE FOLLOWING FRICTION AND WOBBLE COEFFICIENTS WERE
ASSUMED:
BONDED TENDONS UNBONDED TENDONS
Μ = 0.20 / RAD Μ = 0.05 /RAD
K = 0.0002 / ft K = 0.0014 / ft
7. GROUTED TENDONS MUST BE PRESSURE GROUTED IMMEDIATELY AFTER ACCEPTANCE OF TENSIONING. GROUT FOR
TENDON MUST CONSIST OF A MIXTURE OF CEMENT AND WATER.
8. SEE PLANS FOR AREAS THAT REQUIRE STRAND MARKERS.
9. IT MUST BE THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN THE ALIGNMENT OF THE TENDONS BEFORE, DURING,
AND AFTER CONCRETE PLACEMENT.
10. COMPLETE SHOP DRAWINGS OF THE POST-TENSIONING SYSTEM MUST BE SUBMITTED FOR APPROVAL BY THE
ENGINEER AND REVISED PRIOR TO INSTALLING THE POST-TENSIONING.
11. THE DRAWINGS SHOW THE VSL SYSTEM. OTHER TENSIONING SYSTEMS SATISFYING THE LIMITATIONS OF FINAL FORCE,
GEOMETRY, TENDON SPACING AND PROFILE, AND END DETAILS MAY BE SUBMITTED FOR APPROVAL.
12. SPECIAL JACKS MAY BE REQUIRED FOR STRESSING TEMPERATURE STRANDS AT RAMP LOCATIONS (SEE PLANS).
13. STRESSING SEQUENCE; STRESS THE FLOOR SYSTEM IN THE FOLLOWING SEQUENCE:
A. SLABS - FIRST
B. BEAMS - NEXT
C. GIRDERS - LAST
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TONPROF
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SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:19 PM405
50 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZN503
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
GENERAL NOTES
SOUTH RENTON TRANSIT CENTER
STRUCTURAL STEEL
1. STEEL CONSTRUCTION MUST CONFORM TO AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC
341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS.
2. STEEL MUST CONFORM TO THE FOLLOWING:
3. WORK MUST BE IN ACCORDANCE WITH AISC 303, AS MODIFIED PER THE PROJECT SPECIFICATIONS.
4. HOLES IN STEEL CUT IN THE FIELD MUST BE DRILLED, NOT BURNED.
5. CAMBER BEAMS AS NOTED ON THE FRAMING PLANS. WHERE NO CAMBER IS NOTED, FABRICATE BEAMS SO THAT THE
CAMBER AS ROLLED (WITHIN ALLOWABLE TOLERANCES) IS POSITIVE. WIND GIRTS WITH INCIDENTAL CAMBER MUST BE
INSTALLED WITH CAMBER POSITIVE TO THE BUILDING EXTERIOR.
6. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS UNO.
7. MINIMUM CONNECTION MUST BE A TWO-BOLT CONNECTION USING 7/8-INCH DIAMETER GRADE A325 BOLTS (TYPE N) IN
SINGLE SHEAR.
8. HIGH-STRENGTH BOLTS MUST BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH IBC AND RCSC
SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS. THE CRITERIA FOR SNUG-TIGHT
CONNECTIONS APPLIES TO CONNECTIONS UNLESS NOTED OTHERWISE AS SLIP-CRITICAL.
9. BOLTS IN BEAM-TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL.
CONTRACTOR MUST SUBMIT TIGHTENING PROCEDURES TO THE ENGINEER FOR REVIEW AND APPROVAL.
10. HEADED STUD ANCHORS (HSA) FOR COMPOSITE AND NON-COMPOSITE CONSTRUCTION
A. HEADED STUD ANCHORS MUST BE ¾ INCH DIAMETER, TYPE B, CONFORMING TO AWS D1.1, UNLESS NOTED
OTHERWISE.
B. HEADED STUD ANCHORS MUST BE AUTOMATICALLY END WELDED IN SHOP OR FIELD WITH EQUIPMENT
RECOMMENDED BY STUD MANUFACTURER.
C. WELDING, AND INSPECTION MUST BE IN ACCORDANCE WITH AWS D1.1.
11. STEEL ANCHORS, TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY MUSTL BE LEFT UNPAINTED AT
INTERIOR, UNEXPOSED CONDITIONS.
12. ITEMS EMBEDDED IN CONCRETE OR MASONRY AND EXPOSED TO EARTH OR WEATHER MUST BE HOT-DIPPED
GALVANIZED (UNLESS NOTED OTHERWISE):
A. CONCRETE & MASONRY ACCESSORIES OF FERROUS MATERIAL INCLUDING: INSERTS, EMBEDS, AND BRACKETS.
B. PIPE GUARDS, BOLLARDS AND HARDWARE FOR SAME.
C. WHERE NOTED AS "GALV".
13. LOCATIONS OF EMBEDDED ITEMS MUST BE COORDINATED WITH VENDOR'S SHOP DRAWINGS.
14. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE
DRAWINGS.
15. THE CONTRACTOR IS RESPONSIBLE FOR ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES,
LIFT HOLES, AND OTHER AIDS. REMOVE ERECTION AIDS, INCLUDING ERECTION BOLTS. PLUG WELD HOLES AND GRIND
SMOOTH.
16. MEANS AND METHODS OF ERECTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND CONNECTIONS AND
DETAILS DO NOT NECESSARILY SHOW ERECTION AIDS REQUIRED.
STRUCTURAL STEEL WELDING
1. WELDING MUST BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 AND D1.8.
2. WELD SIZES SHOWN ON THE DRAWINGS ARE MINIMUM AND EFFECTIVE SIZES. INCREASE WELD SIZE TO AWS/AISC
MINIMUM SIZES AS REQUIRED FOR CONNECTION MATERIAL. THE MINIMUM WELD SIZE MUST BE 3/16 INCHES
(EFFECTIVE).
3. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE NO FIELD WELDING IS
DETAILED ON THE DRAWINGS, IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND
FIELD WELDS.
4. PARTIAL JOINT PENETRATION (PJP) GROOVE WELDS SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT
THICKNESS. COMPLETE JOINT PENETRATION (CJP) WELDS MUST BE ULTRASONICALLY TESTED (UT) UPON
COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 5/16 INCH THICK MUST BE MAGNETIC
PARTICLE TESTED (MT).
5. WELDS MUST BE MADE USING LOW HYDROGEN ELECTRODES WITH TENSILE STRENGTH PER AWS D1.1 AND D1.8
(MINIMUM 70 KSI).
6. WELDING MUST BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS)
PER AWS D1.1 AND D1.8. WELDING PROCEDURES MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE
STARTING FABRICATION OR ERECTION. COPIES OF THE WPS MUST BE ON SITE AND AVAILABLE TO WELDERS AND THE
SPECIAL INSPECTOR.
7. WELDS THAT ARE PART OF THE SEISMIC FORCE-RESISTING SYSTEM MUST HAVE A MINIMUM CHARPY V-NOTCH
TOUGHNESS OF 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT.
SHAPE
WIDE FLANGES
ANGLE & CHANNEL UNO
PLATE & BAR STOCK
PIPE
SQUARE OR RECTANGULAR TUBE (HSS)
ROUND TUBE (HSS)
OTHER STEEL (UNO)
ASTM SPECIFICATION
A992
A36
A572 GARDE 50
A53 GRADE B
A500 GRADE B
A500 GRADE B
A572
YIELD STRENGTH, Fy (KSI)
50
36
50
35
46
42
50
ANCHOR RODS
1. ANCHOR RODS MUST BE ASTM F1554 GRADE 55, UNLESS NOTED OTHERWISE. FURNISH ANCHOR RODS
PREFABRICATED WITH MATCHING DOUBLE HEAVY HEX NUTS JAMMED AT THE END EMBEDDED IN CONCRETE. FURNISH
HARDENED PLATE WASHERS, DOUBLE HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS.
2. PLATE WASHERS MUST BE WELDED ALL AROUND WHERE AISC OVERSIZED HOLES ARE USED AT BASE PLATES.
3. A RIGID STEEL TEMPLATE MUST BE USED TO LOCATE ANCHOR RODS WHILE PLACING CONCRETE.
4. ANCHOR RODS MUST HAVE SUFFICIENT LENGTH TO PROVIDE THE MINIMUM EMBEDMENT SHOWN ON THE DRAWINGS
(MEASURED FROM THE FACE OF CONCRETE) WITH ADEQUATE EXTENSION AS REQUIRED TO RECEIVE THE GROUT PAD,
BASE PLATE, AND FULL THREAD PROJECTION FOR NUT INSTALLATION + 1/2” ABOVE THE INSTALLED NUTS.
5. ANCHOR ROD INSTALLATION MUST BE COORDINATED WITH REINFORCING AND FORMWORK. AFTER BASE
INSTALLATION, ANCHOR ROD NUTS MUST BE INSTALLED TO A FULLY-TIGHT CONDITION UNLESS NOTED OTHERWISE.
6. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED.
NON-SHRINK GROUT
1. NON-SHRINK GROUT MUST BE CEMENTITIOUS HIGH PRECISION, NATURAL AGGREGATE, NON-METALLIC, NON-STAINING,
NON-SHRINKABLE GROUT CONFORMING TO ASTM C1107 AND CRD-C 621, CORPS OF ENGINEERS "SPECIFICATIONS FOR
NON-SHRINK GROUT." GROUT MUST HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AT 5 DAYS.
PRE-GROUTING OF BASE PLATES IS NOT PERMITTED.
ANCHORAGE TO CONCRETE AND MASONRY
1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS CONSIST OF THE FOLLOWING ANCHOR
TYPES.
2. ANCHOR CAPACITY USED IN DESIGN MUST BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL
REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ICC ESR REPORT SHOWING COMPLIANCE WITH RELEVANT
BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE CONTRACTING OFFICER’S
REPRESENTATIVE/ENGINEER OF RECORD PRIOR TO USE.
3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.
4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND EDGE DISTANCE. INSTALL
ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.
5. EXISTING CONSTRUCTION: EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR
LOCATIONS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE CONTRACTOR MUST LOCATE THE POSITION OF THE
EXISTING REINFORCING BARS AND AVOID CUTTING.
DRILLED-IN SCREW ANCHORS INTO CONCRETE
1. HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3027
2. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713
3. DEWALT SCREW BOLT+ PER ICC ESR-3889
DRILLED-IN EXPANSION ANCHORS INTO CONCRETE
1. HILTI KWIK-BOLT TZ EXPANSION ANCHOR PER ICC ESR-1917
2. SIMPSON STRONG BOLT 2 WEDGE ANCHOR PER ICC ESR-3037
3. DEWALT POWER-STUD+ SD1 MECHANICAL ANCHOR PER ICC ESR-2818
ADHESIVE ANCHORS AND REBAR DOWELING INTO CONCRETE
1. HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM PER ICC ESR-3187
2. SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER ICC ESR-2508
3. DEWALT PE1000+ ADHESIVE ANCHOR SYSTEM PER ICC ESR-2583
DRILLED-IN SCREW ANCHORS INTO SOLID-GROUTED MASONRY
1. HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3056
2. SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713
3. DEWALT SCREW-BOLT+ PER ICC ESR-4042
DRILLED-IN EXPANSION ANCHORS INTO SOLID-GROUTED MASONRY
1. HILTI KWIK-BOLT 3 EXPANSION ANCHOR PER ICC ESR-1385
2. SIMPSON STRONG BOLT 2 WEDGE ANCHOR PER UES ER-240
3. DEWALT POWER-STUD+ SD1 MECHANICAL ANCHOR PER ICC ESR-2966
ADHESIVE ANCHORS AND REBAR DOWELING INTO SOLID-GROUTED MASONRY
1. HILTI HIT-HY 270 ADHESIVE ANCHOR SYSTEM PER ICC ESR-4143
2. SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER IAPMO UES ER-265
3. DEWALT AC100+GOLD ADHESIVE ANCHOR SYSTEM PER ICC ESR-3200
4. STEEL ANCHOR ELEMENT MUST BE ASTM F1554 GRADE 55 THREADED ROD OR STEEL REINFORCEMENT PER DRAWINGS
DEFERRED SUBMITTALS
1. DEFERRED COMPONENT SUBMITTALS ARE INTENDED TO BE VENDOR DESIGNED AND HAVE NOT BEEN DESIGNED BY
THE ARCHITECT/ENGINEER OF RECORD. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND
NECESSARY CONNECTIONS NOT CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS.
2. DEFERRED SUBMITTALS INCLUDING CALCULATIONS MUST BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL
ENGINEER. DEFERRED SUBMITTALS MUST FIRST BE SUBMITTED TO THE ENGINEER OF RECORD FOR A CURSORY
REVIEW FOR LOADS IMPOSED ON THE BASIC STRUCTURE.
3. A SUBMITTAL MAY THEN BE MADE BY THE CONTRACTOR TO THE CONTRACTING OFFICER’S REPRESENTATIVE TO
SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR REVIEW AND APPROVAL.
4. THE LIST OF ITEMS FOR DEFERRED SUBMITTALS INCLUDES THE FOLLOWING ITEMS:
A. PRECAST CONCRETE MEMBERS
B. METAL STAIR SYSTEMS
C. PRECAST STAIR TREADS
D. STAIR COMPONENTS NOT SHOWN ON DRAWINGS
E. EXTERIOR CANOPY FRAMING
5. SUBMITTAL MUST INCLUDE:
A. CALCULATIONS
B. A DIAGRAM SHOWING LOAD MAGNITUDES AND LOCATIONS, SEPARATED INTO DEAD, LIVE, WIND AND/OR SEISMIC
COMPONENTS - THAT ARE APPLIED TO THE PRIMARY STRUCTURE.
STRUCTURAL SPECIAL INSPECTION & TESTING
1. SPECIAL INSPECTION AND TESTING MUST CONFORM TO CHAPTER 17 OF THE IBC.
2. SPECIAL INSPECTIONS AND TESTING MUST BE PERFORMED BY A QUALIFIED INSPECTION AND TESTING AGENCY.
C-1 INDICATES STEEL COLUMN PER SCHEDULE
C-24-1 INDICATES CONCRETE COLUMN PER SCHEDULE ON SHEET 405-SZD503
MC-1 INDICATES MOMENT FRAME COLUMN PER SCHEDULE ON SHEET 405-SZD504
GB-1 INDICATES GRADE BEAM PER SCHEDULE ON SHEET 405-SZD502
G-1 INDICATES GIRDERS PER DETAILS ON SHEET 405-SZD505
B-1 INDICATES BEAMS PER DETAILS ON SHEET 405-SZD505
MB-1 INDICATES MOMENT FRAME BEAM PER SCHEDULE ON SHEET 405-SZD506
S-1 INDICATES SLAB PER SCHEDULE ON SHEET 405-SZD505
INDICATES FOOTING MARK PER SCHEDULE
INDICATES STEP FOOTING PER DETAIL
INDICATES STEP IN SLAB
INDICATES SLOPE IN SLAB
INDICATES SPOT ELEVATION
INDICATES POUR STRIP
CENTERLINE
INDICATES CMU WALL PER SCHEDULE AND DETAILS ON SHEET 405-SZD509
INDICATES CONCRETE WALL PER DETAILS ON SHEET 405-SZD501
STRUCTURAL DRAWING LEGEND
SSCL
F3
STRUCTURAL DRAWING SYMBOLS
SECTION OR ELEVATION CUT
SECTION, DETAIL, OR ELEVATION CALLOUT
DRAWING WHERE SECTION, DETAIL OR
ELEVATION IS SHOWN OR CALLED FROM
X
XXX
0.5%
SLOPE
TITLE
SCALE: X' = X'-XX"
PLAN, SECTION, DETAIL, OR ELEVATIONX
XXX
X
XXX
P/T POST TENSIONED
PAF POWDER ACTUATED FASTENERS
PCF POUNDS PER CUBIC FOOT
PEMB PRE-ENGINEERED METAL
BUILDING
PERP PERPENDICULAR
PH PHASE
PL PLATE
PLWD PLYWOOD
PNL PANEL
PREFAB PREFABRICATED
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
QTY QUANTITY
R RADIUS
REF REFERENCE
REINF REINFORCE, REINFORCEMENT
REQD REQUIRED
REV REVISION
RO ROUGH OPENING
S SOUTH
SC SLIP-CRITICAL
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT
SHT SHEET
SIM SIMILAR
SOG SLAB ON GRADE
SPA SPACE, SPACING
SPEC SPECIFICATION
SQ SQUARE
SSL SHORT SLOTTED HOLE
SSLP SHORT SLOTTED HOLE PARALLEL
SSLT SHORT SLOTTED HOLE
TRANSVERSE
SST STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SUSP SUSPENDED
SW SHEAR WALL
SYMM SYMMETRICAL
T&B TOP AND BOTTOM
TEMP TEMPORARY
THK THICK
THRU THROUGH
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOS TOP OF STEEL
TOW TOP OF WALL
TRANSV TRANSVERSE
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VOL VOLUME
W WEST
W/ WITH
W/O WITHOUT
WD WOOD
WP WORKING POINT
WT WEIGHT
WTS WELDED THREADED STUDS
WWR WELDED WIRE REINFORCEMENT
FD FLOOR DRAIN
FDTN FOUNDATION
FIN FINISH(ED)
FIN FLR FINISHED FLOOR
FLG FLANGE
FLR FLOOR
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD, FACE OF STEEL
FRMG FRAMING
FS FAR SIDE
FT FOOT, FEET
FTG FOOTING
FV FIELD VERIFY
GA GAGE
GALV GALVANIZED
HDG HOT-DIP GALVANIZED
HORIZ HORIZONTAL
HS HIGH STRENGTH
HSA HEADED STUD ANCHOR
HT HEIGHT
ID INSIDE DIAMETER
IJ ISOLATION JOINT
IN INCH
INFO INFORMATION
INT INTERIOR
JBE JOIST BEARING ELEVATION
JT JOINT
KSI KIPS PER SQUARE INCH
LBS POUNDS
LF LINEAR FEET
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGINTUDINAL
LSL LONG SLOTTED HOLE
LSLP LONG SLOTTED HOLE PARALLEL
LSLT LONG SLOTTED HOLE
TRANSVERSE
LT GA LIGHT GAGE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
# NUMBER
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NOM NOMINAL
NS NEAR SIDE
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE
OWJ OPEN WEB JOIST
& AND
@ AT
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISHED FLOOR
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
AR ANCHOR RODS
ARCH ARCHITECT
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
ATFP ANTI-TERRORISM FORCE
PROTECTION
BAL BALANCE
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BLW BELOW
BM BEAM
BOT BOTTOM
BRG BEARING
BTWN BETWEEN
CFS COLD-FORMED STEEL
CG CENTER OF GRAVITY
CIP CAST IN PLACE
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CTR CENTER
DBL DOUBLE
DEMO DEMOLISH
DET DETAIL
DIA OR Ø DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIST DISTANCE
DL DEAD LOAD
DWG DRAWING
E EAST
EA EACH
EF EACH FACE
EL ELEVATION
ELEC ELECTRIC
EMBED EMBEDMENT
ENGR ENGINEER
EQ EQUAL
EQUIV EQUIVALENT
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:20 PM405
51 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZN504
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
GENERAL NOTES
SOUTH RENTON TRANSIT CENTER
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"60' - 9"60' - 6"60' - 9"1' - 0"MC-1, TYP
C24-1, TYPC30-1
C30-1
MC-2, TYP
C30-1C30-1
MC-2, TYP
C30-1C30-1C24-1, TYPC30-1C30-1
MC-1, TYP
6
405-SZD502
12" CONC WALL
12" CONC WALL
5
405-SZD502
36" DIA x 70'-0"
DRILLED SHAFT, TYP
24"x30" DEEP
GRADE BEAM, TYP
12" CONC WALL
12" CONC WALL
30" DEEP PILE
CAP, TYP
12" CONC WALL
GB-1 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-1
GB-1GB-2GB-2GB-2GB-2GB-2GB-2GB-2GB-1GB-1 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-2 GB-1GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-2GB-2GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-3GB-2GB-1GB-1GB-2GB-1GB-1C18
C18
GB-1GB-2GB-2GB-2GB-2GB-2GB-2GB-2GB-1GB-3GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2
GB-2 GB-2 GB-1
GB-2GB-2 GB-1
GB-1
GB-1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:10 PM405
52 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SFP501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
FOUNDATION PLAN
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
FOUNDATION PLAN 1
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501 5.1%
4.5%
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"
1' - 0"1' - 0"60' - 9"60' - 6"60' - 9"1' - 0"0' - 0"
-0' - 2"
-1' - 0"
-1' - 0"
0' - 0"
0' - 0"
0' - 8"
0' - 8"
5" SLAB-ON-GRADE, TYP
CONC WALL
8" CMU WALL
6" CONC BARRIER
WALL
0' - 0"
0' - 0"
0' - 0"
-0' - 4"
-0' - 4"-0' - 4"
5' - 9"
5' - 9"5' - 9"
5' - 9"
5" SLAB-ON-GRADE, TYP
-2' - 0"
-2' - 0"-2' - 0"
-0' - 4"-0' - 4"
-1' - 1"
-0' - 4"-0' - 4"
-2' - 6"
6" CONC BARRIER
WALL, TYP
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:11 PM1/16" = 1'-0"
405
53 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SGP501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
SLAB PLAN - LEVEL 1 AND 1.5
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
SLAB PLAN - LEVEL 1 AND 1.5 1
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501 4.2%
4.2%
4.2%
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"
1' - 0"1' - 0"60' - 9"60' - 6"60' - 9"1' - 0"24"W x 40"D UPTURNED MOMENT
FRAME BEAM
30"W x 36"D P/T GIRDER
30"W x 36"D P/T GIRDER
24"W x 42"D UPTURNED MOMENT FRAME
BEAM
7" P/T SLAB, TYP
18"W x37"D P/T BEAM, TYP UNO
24"W x 40"D UPTURNED MOMENT FRAME
BEAM
24"W x 40"D UPTURNED
MOMENT FRAME BEAM184' - 0".
8" GAP BETWEEN
RAMPS, TYP
4
405-SZD508
5
405-SZD508
5
405-SZD508
1
405-SZD508
TYP
3
405-SZD506
2
405-SZD506
MB-2
MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2
B2
MB-3MB-4MB-4MB-4MB-4MB-4MB-3MB-1MB-2 MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2MB-3MB-4MB-4MB-4MB-4MB-4MB-3B2
B1B1B1.
8" GAP BETWEEN
RAMPS, TYP
5
405-SZD508
MB-1 B2B2
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:11 PM1/16" = 1'-0"
405
54 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SGP502
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
FRAMING PLAN - LEVEL 2 AND 2.5
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
FRAMING PLAN - LEVEL 2 AND 2.5 1
FRAMING PLAN NOTES:
1. UNLESS NOTED OTHERWISE POST TENSION SLAB
MUST BE 7" THICK.
2. REFER TO SHEETS 405-SZD507 AND 405-SZD508
FOR TYPICAL POST TENSION DETAILS.
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501 4.2%
4.2%
4.2%
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"
1' - 0"1' - 0"60' - 9"60' - 6"60' - 9"1' - 0"184' - 0"4
405-SZD508
5
405-SZD508
1
405-SZD508
TYP
MB-2
MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2
B2
MB-3MB-4MB-4MB-4MB-4MB-4MB-3MB-1MB-2 MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2MB-3MB-4MB-4MB-4MB-4MB-4MB-3B2 B2B2
B2B2
.
8" GAP BETWEEN
RAMPS, TYP
5
405-SZD508
MB-1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:11 PM1/16" = 1'-0"
405
55 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SGP503
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
FRAMING PLAN - LEVEL 3 AND 3.5
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
FRAMING PLAN - LEVEL 3 AND 3.5 1
FRAMING PLAN NOTES:
1. UNLESS NOTED OTHERWISE POST TENSION SLAB
MUST BE 7" THICK.
2. REFER TO SHEETS 405-SZD507 AND 405-SZD508
FOR TYPICAL POST TENSION DETAILS.
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501 4.2%
4.2%
4.2%
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"
1' - 0"1' - 0"60' - 9"60' - 6"60' - 9"1' - 0"184' - 0"4
405-SZD508
5
405-SZD508
1
405-SZD508
TYP
MB-2
MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2
B2
MB-3MB-4MB-4MB-4MB-4MB-4MB-3MB-1MB-2 MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2MB-3MB-4MB-4MB-4MB-4MB-4MB-3B2 B2B2
B2B2
.
8" GAP BETWEEN
RAMPS, TYP
5
405-SZD508
MB-1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:11 PM1/16" = 1'-0"
405
56 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SGP504
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
FRAMING PLAN - LEVEL 4 AND 4.5
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
FRAMING PLAN - LEVEL 4 AND 4.5 1
FRAMING PLAN NOTES:
1. UNLESS NOTED OTHERWISE POST TENSION SLAB
MUST BE 7" THICK.
2. REFER TO SHEETS 405-SZD507 AND 405-SZD508
FOR TYPICAL POST TENSION DETAILS.
1 1.6 2 3 4 5 6 7 8 9 10 11 12.4 13
A
B
C
D
1
405-SZE502
1
405-SZE501
1
405-SZX502
1
405-SZX501
2
405-SZX501 4.2%
4.2%
2
405-SZE501
2
405-SZE502
2
405-SZX502
12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"
1' - 0"1' - 0"60' - 9"60' - 6"60' - 9"1' - 0"184' - 0"4
405-SZD508
6
405-SZD508
1
405-SZD508
TYP
4
405-SZD508
MB-2
MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2
B2
MB-3MB-4MB-4MB-4MB-4MB-4MB-3MB-1MB-2 MB-1 MB-1 MB-1 MB-1 MB-1 MB-1 MB-2MB-3MB-4MB-4MB-4MB-4MB-4MB-3B2 B2B2
B2B2
5
405-SZD508
MB-1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERN
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:11 PM1/16" = 1'-0"
405
57 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SGP505
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
FRAMING PLAN - LEVEL 5 AND 5.5
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
FRAMING PLAN - LEVEL 5 AND 5.5 1
FRAMING PLAN NOTES:
1. UNLESS NOTED OTHERWISE POST TENSION SLAB
MUST BE 7" THICK.
2. REFER TO SHEETS 405-SZD507 AND 405-SZD508
FOR TYPICAL POST TENSION DETAILS.
L01-TOS
0' -0"
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
1
1.6
2 3 4 5 6 7 8 9 10 11
12.4
13
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX502
2
405-SZX502
20' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"20' - 0"
7
405-SZD508
L01-TOS
0' -0"
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
1
1.6
234567891011
12.4
13
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX502
2
405-SZX502
20' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"20' - 0"
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:18 PM1/16" = 1'-0"
405
58 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZE501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
ELEVATIONS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"405-SFP501
ELEVATION - SOUTH 1
SCALE: 1/16" = 1'-0"405-SFP501
ELEVATION - NORTH 2
L01-TOS
0' -0"
A B C D
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX501
2
405-SZX501
60' - 9"60' - 6"60' - 9"
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
ABCD
L04-TOS
32' -6"
L05-TOS
43' -0"
1
405-SZX501
2
405-SZX501
60' - 9"60' - 6"60' - 9"
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:19 PM1/16" = 1'-0"
405
59 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZE502
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
ELEVATIONS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"405-SFP501
ELEVATION - WEST 1
SCALE: 1/16" = 1'-0"405-SFP501
ELEVATION - EAST 2
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
1
1.6
2 3 4 5 6 7 8 9 10 11
12.4
13
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX502
12" CONC WALL 16" x 18" CONC BEAM
2
405-SZX502
20' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"20' - 0"
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
1
1.6
2 3 4 5 6 7 8 9 10 11
12.4
13
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX502
2
405-SZX502
20' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"20' - 0"
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:21 PM1/16" = 1'-0"
405
60 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZX501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
SECTIONS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"
SECTION BETWEEN GRIDS B AND C 1
SCALE: 1/16" = 1'-0"405-SFP501
SECTION BETWEEN GRIDS C AND D 2
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
A B C D
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX501
2
405-SZX501
60' - 9"60' - 6"60' - 9"
L01-TOS
0' -0"
L02-TOS
11' -6"
L03-TOS
22' -0"
A B C D
L04-TOS
32' -6"
L05-TOS
43' -0"
L05.5-TOS
48' -3"
L01.5-TOS
5' -9"
L03.5-TOS
27' -3"
L02.5-TOS
16' -9"
L04.5-TOS
37' -9"
T/PARA
51' -9"
1
405-SZX501
2
405-SZX501
60' - 9"60' - 6"60' - 9"
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:22 PM1/16" = 1'-0"
405
61 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZX502
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
SECTIONS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/16" = 1'-0"405-SFP501
SECTION BETWEEN GRIDS 7 AND 8 1
SCALE: 1/16" = 1'-0"405-SFP501
SECTION BETWEEN GRIDS 4 AND 5 2
NOTES:
1. SEE GENERAL NOTES FOR CONCRETE COVER REQUIREMENTS & BAR CLEARANCES.
2. CORNER BARS ARE THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT.
3. REINFORCEMENT AT ALL CONCRETE WALL CORNERS, INTERSECTIONS AND ENDS TO BE FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DETAIL SHOWN.
4. DETAIL ALSO APPLIES TO ALL CONTINUOUS WALL FOOTINGS.
5. SINGLE CURTAIN REINFORCEMENT SHALL BE PLACED AT WALL CENTERLINE UNLESS NOTED OTHERWISE.
6. VERTICAL REINFORCEMENT SHOWN IS ADDITIONAL IF TYPICAL VERTICAL REINFORCEMENT IS NOT IN PROPER LOCATION.
7. 90° STANDARD HOOK MAY BE SUBSTITUTED FOR CORNER BARS. USE 90° STANDARD HOOK FOR EMBEDMENT LESS THAN 24" PAST FACE OF WALL.
CORNER BAR TO MATCH TYP HORIZ
REINF
(4) ADDL VERT BARS
ADDL VERT BARS
SEE NOTE 6, TYP
TYP WALL REINF .PER SCHEDLbEND BAR
SIZE AND SPACING TO MATCH HORIZ WALL REINF
3/4" CHAMFER, TYP
PER SCHED
Lb
PER SCHED
Lb
ALTERNATE CORNER BAR
AS SHOWN
PER SCHED
Lb
(2) VERT, TYP
CONC WALL PER
PLAN
TYP WALL REINF .
NOTE:
OBTAIN APPROVAL OF ENGINEER FOR LOCATION OF CONSTRUCTION JOINTS.
.TYP WALL REINF Lb
1 1/2" DEEP x 1/3 WALL WIDTH KEY
WAY
Lb EITHER SIDE2 1/2" MINEITHER SIDE2 1/2" MINCONC WALL PER PLAN
#4
SPACED AS TYP HORIZ
REINF
JOINT W/ FILLER & SEALANT
(2) VERT BARS, TYP
TYP WALL REINF .
NOTE:
PROVIDE EXPANSION JOINT AT X'-X" MAXIMUM.
JOINT W/ FILLER & SEALANT
.TYP WALL REINF CONC WALL PER PLAN
24"24"AS REQD
CONC WALL PER PLAN
JOINT W/ FILLER & SEALANT
(2) VERT BARS, TYP
.TYP WALL REINF
PVC WATERSTOP
JOINT W/ FILLER & SEALANT
PVC WATERSTOP
.TYP WALL REINF CONC WALL PER PLAN
NOTE:
PROVIDE EXPANSION JOINT AT X'-X" MAXIMUM.
ABBREVIATIONS
db = BAR DIAMETER
Ld = TENSION DEVELOPMENT LENGTH
Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR
Lb = CLASS B LAP SPLICE LENGTH, 1.3Ld
Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt
Ldh = TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK
f'c = CONCRETE COMPRESSIBLE STRENGTH AT 28 DAYS
fy = BAR YIELD STRENGTH
NOTES:
1. USE THE LENGTH IN THESE SCHEDULES, UNLESS NOTED OTHERWISE.
2. USE LENGTH IN () WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS.
3. TOP BAR IS HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT.
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
24
30
36 (53)
52 (78)
59 (89)
67 (100)
75 (113)
84 (125)
31
39
46 (69)
67 (101)
77 (116)
87 (130)
98 (147)
109 (163)
46 (69)
67 (101)
77 (116)
87 (130)
98 (147)
40
50
60 (90)
88 (132)
100 (150)
113 (170)
127 (191)
141 (212)
15
18
21
24
27
30
33
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
21
27
32 (48)
13
16
19
21
24
27
30
f'c = 4,000 psi
fy = 75,000 psi
f'c = 5,000 psi
fy = 75,000 psi
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
19
24
29 (44)
42 (64)
48 (73)
55 (82)
61 (92)
68 (102)
25
31
38 (57)
55 (83)
63 (94)
71 (106)
80 (120)
89 (133)
25
31
38 (57)
55 (83)
63 (94)
71 (106)
80 (120)
89 (133)
33
41
49 (74)
72 (107)
82 (123)
92 (138)
104 (156)
115 (173)
12
15
17
19
22
25
27
f'c = 6,000 psi
fy = 75,000 psi
46 (70)
53 (80)
60 (90)
67 (101)
75 (112) 97 (146)
88 (131)
78 (117)
69 (103)
60 (90)
41 (62) 41 (62)
60 (90)
69 (103)
78 (117)
88 (131)
97 (146)
28
34
28
34
36
45
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
19
24
28 (43)
42 (62)
47 (71)
54 (80)
60 (90)
67 (100)
25
31
37 (55)
54 (81)
62 (92)
70 (104)
78 (117)
87 (130)
25
31
37 (55)
54 (81)
62 (92)
70 (104)
78 (117)
87 (130)
32
40
48 (72)
70 (105)
80 (120)
90 (136)
102 (153)
113 (170)
9
12
14
17
19
21
24
27
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
17
21
25 (38)
8
11
13
15
17
19
22
24
f'c = 4,000 psi
fy = 60,000 psi
f'c = 5,000 psi
fy = 60,000 psi
SIZE Ld Ldt Lb Lbt Ldh
#4
#5
#6
#7
#8
#9
#10
#11
15
19
23 (35)
34 (51)
39 (58)
44 (66)
49 (74)
55 (82)
20
25
30 (45)
44 (66)
50 (76)
57 (85)
64 (96)
71 (106)
20
25
30 (45)
44 (66)
50 (76)
57 (85)
64 (96)
71 (106)
26
33
39 (59)
57 (86)
65 (98)
74 (111)
83 (125)
92 (138)
8
10
12
14
15
17
20
22
f'c = 6,000 psi
fy = 60,000 psi
37 (56)
42 (64)
48 (72)
54 (81)
60 (90) 78 (117)
70 (105)
62 (93)
55 (83)
48 (72)
33 (50) 33 (50)
48 (72)
55 (83)
62 (93)
70 (105)
78 (117)
22
28
22
28
29
36
43 (65)
63 (94)
72 (108)
81 (121)
91 (137)
101 (152)
54 (81)
78 (118)
90 (134)
101 (152)
114 (171)
126 (190)
31
39
109 (163)
12 11 10
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:13 PM405
62 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD501
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 3/4" = 1'-0"
TYP HORIZ REINF FOR CONC WALLS & STEM WALLS 1
SCALE: 1" = 1'-0"
WALL CONSTRUCTION JOINTS 3
SCALE: 1" = 1'-0"
WALL EXPANSION JOINT - INTERIOR 4
SCALE: 1" = 1'-0"
WALL EXPANSION JOINT - EXTERIOR 5
SCALE: 1/2" = 1'-0"
DEVELOPMENT& LAP SPLICE LENGTH SCHED - CONCRETE 2
TOP LEFT CONT
MIN
6"CLEAR SPAN L1
ACI STD HOOK
(MIN OF 2 BARS EXT INTO
SUPPORT)
STIRRUPS PER SCHED
BOT BARS
PIERCL
TOP RIGHT OVER SUPPORT
CLEAR SPAN L2
PIERCL
TOP RIGHT OVER SUPPORT
BOT CONT
TOP RIGHT CONT
BOT BARS
0.25 L1
TOP LEFT OVER
SUPPORT
TOP RIGHT CONT
TYP
2"0.125 L2
WHICHEVER IS GREATER
0.3 L1 OR L2
WHICHEVER IS GREATER
0.3 L1 OR L2 0.3 L2 0.3 L2
0.125 L2
L3 CANTILEVER
TOC EL
PER PLAN
TYP CONST JT 2x6 SHEAR KEY LOCATED IN MIDDLE
THIRD OF SPAN, WHERE REQD
(2) #5x4'-0" EF CTR ON
CONST JT
0.125 L1 6"6"
6"6"
BEAM
MARK
RIGHT
END
WIDTH
B
HEIGHT
H
TOP LEFT
CONTINUOUS
TOP LEFT OVER
SUPPORT OR
TOP END
GB-1
GB-2
24" 30"
GB-3 18" 30"
BOTTOM
CENTER
BOTTOM
CONTINUOUS
SIZE
BEAM STIRRUPS COMMENTSTOP RIGHT OVER
SUPPORT OR
TOP END
TOP RIGHT
CONTINUOUS
SHAPE SPACING
(3) #9 #4 @ 7" OC
#4 @ 9" OC
(2) #9 (2) #9 #4 17 @ 8" OC
BALANCE @ 18"
(2) #924" 30"(3) #9
NOTE:
PROVIDE #4 @ 10" OC FACE BAR.
FACE BAR
AT EA FACE SPACING
10"
(2) #9
(2) #9
(2) #9
(2) #9
(2) #9
(2) #9
(2) #9 (3) #9
(2) #9
(3) #9
(2) #9
(2) #9
(2) #9 (2) #5
(2) #5
(2) #5
10"
10"
BOT REINF
PER SCHED
TOC EL
PER PLAN
HB
STIRRUPS PER SCHED
FACE BARS
PER SCHED
TOP REINF
PER SCHED
BOT REINF
PER SCHED
TOC EL
PER PLAN
B
STIRRUPS PER SCHED
FACE BARS
PER SCHED
TOP REINF
PER SCHED
HSOG PER PLAN
TOC EL
PER PLAN
L4x4x1/4x DOOR OPNG W/
3/4"øx6" HSA @ 18" OC
PVC WATERSTOP W/ WELDED
JOINTS
#5 @ 12" OC EW T&B
#5 @ 12" OC CENTERED
IN WALL
REBAR
TO MATCH SIZE & SPACING OF
SLAB REINF
#5 @ 12" OC , TYP
NOTES:
1. VERIFY ELATOR PIT SIZE AND DEPTH WITH ARCHITECTURAL DRAWINGS.
2. VERIFY DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION.
.
#5 EA SIDE OF BLOCKOUT
EXTEND 24" PAST BLOCKOUT
EDGES EA DIRECTION
SEE NOTE 2
BLOCKOUT
FOR SHAFT
TOC EL
PER PLAN
1'-0"12"AS REQD
.
SUMP PIT. SEE NOTE 1
GALV L4x3x1/4 LLV W/
1/2"ø EXP ANCHORS @ 12" OC
(3 1/2" MIN EMBED DEPTH)
(3) #5
@ 12" OC
#5
GALV GRATING
#5
@ 12" OC
CENTERED IN WALL
NOTES:
1. VERIFY SUMP PIT DIMENSIONS AND LOCATION WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION.
2. FOR INFORMATION NOT SHOWN SEE TYPICAL ELEVATOR PIT SECTION.
ELEVATOR PIT WALL
TOC EL
PER PLAN
8"8"24"24"12"AS REQD
WATERSTOP
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:14 PM405
63 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD502
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/2" = 1'-0"
TYPICAL GRADE BEAM REINFORCING DETAIL 1
SCALE: 1" = 1'-0"
CONCRETE GRADE BEAM REINFORCEMENT SCHEDULE 2
SCALE: 3/4" = 1'-0"
TYP GRADE BEAM REINF 3
SCALE: 3/4" = 1'-0"
TYP GRADE BM REIN 4
SCALE: 1" = 1'-0"405-SFP501
ELEVATOR PIT SECTION 6SCALE: 1" = 1'-0"405-SFP501
SUMP AT ELEVATOR PIT 5
SOG PER PLAN
DOWELS TO MATCH VERT
REINF
VERT REINF PER SCHED3"ZONE AZONE BZONE AZONE AZONE B3"TIE REINF PER SCHED3"TIE REINF PER
SCHED3'-0"ZONE ABEAM WHERE OCCURS
LdcSLAB BLOCKOUT @
COLUMN
TOC EL
PER PLAN
TOF EL
PER PLAN
TOC EL
PER PLAN
TOC EL
PER PLAN
LdcGRID
GRID
COL TIES PER SCHED
3/4" CHAMFER, TYPL
BGRID
GRID
COL TIES PER SCHED
COL TIES PER SCHED
3/4" CHAMFER, TYP
BL
COLUMN MARK
COLUMN SIZE
LxB
C24-1
24" x 24"
LEVEL 5 & 5.5
LEVEL 4 & 4.5
LEVEL 3 & 3.5
LEVEL 2 & 2.5
LEVEL 1 & 1.5
(8) #10 (DET 2 & 3)
#5 @ 4.5" OC
#5 @ 6" OC
(8) #10 (DET 2 & 3)
#5 @ 4.5" OC
#5 @ 6" OC
(12) #10 (DET 2 & 3)
#5 @ 4.5" OC
#5 @ 6" OC
(12) #10 (DET 2 & 3)
#5 @ 4.5" OC
#5 @ 6" OC
C18
18" x 18"
(4) #6 (DET 3)
#4 @ 6" OC
#4 @ 6" OC
VERT
ZONE A
ZONE B
VERT
ZONE A
ZONE B
VERT
ZONE A
ZONE B
VERT
ZONE A
ZONE B
NOTE:
SEE DETAILS
FOR COLUMN REINFORCEMENT LAYOUT.
2
405-SZD503
3
405-SZD503
4
405-SZD503
C30-1
30" x 30"
(12) #10 (DET 2 & 3)
#5 @ 5" OC
#5 @ 6" OC
(12) #10 (DET 2 & 3)
#5 @ 5" OC
#5 @ 6" OC
(12) #10 (DET 2 & 3)
#5 @ 5" OC
#5 @ 6" OC
(12) #10 (DET 2 & 3)
#5 @ 5" OC
#5 @ 6" OC
GRID
GRID
COL TIES PER SCHED
COL TIES PER
SCHED
3/4" CHAMFER, TYP
SLEEVES IN COL AS REQD FOR CABLE
BARRIERS.
SEE ARCH FOR LOCATION & SIZE
LB
SCALE: 3/8" = 1'-0"
TYP COLUMN REINFORCEMENT DETAIL 6
SCALE: 1" = 1'-0"405-SZD503
COLUMN REINFORCEMENT DETAIL 2
SCALE: 1" = 1'-0"405-SZD503
COLUMN REINFORCEMENT DETAIL 4
SCALE: 1" = 1'-0"
GRAVITY COLUMN SCHEDULE 1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:14 PM405
64 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD503
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 1" = 1'-0"405-SZD503
COLUMN REINF WITH SLEEVE DETAIL 3
SOG PER PLAN
DOWELS TO MATCH VERT
REINF
VERT REINF PER SCHED
MAX 4" TIE REINF SPACING @
SPLICE
EXTEND TIES INTO FTGLdcCOL PER PLAN & SCHED
MOMENT FRAME BEAM REINF
PER SCHED
MOMENT FRAME BEAM PER
SCHED
TOC EL
PER PLAN
COL TIE REINF PER
DETAILS
CL OF COL SPLICE
REBAR TERMINATOR IN LIEU OF
HOOKS
SLAB BLOCKOUT @ COLUMN
TOC EL
PER PLAN
TOC EL
PER PLAN
TOF EL
PER PLAN
X'-X"COLUMN MARK
COLUMN SIZE LxB
MC-2
24" x 42"
MC-1
24" x 42"
(20) #9
(SEE DET 2)
(20) -#9
(SEE DET 2)
(20) #9
(SEE DET 2)
LEVEL 5 & 5.5
LEVEL 4 & 4.5
LEVEL 2 & 2.5
LEVEL 1 & 1.5
LEVEL 3 & 3.5
(12) #9
(SEE DET 3)
(12) #9
(SEE DET 3)
(12) #9
(SEE DET 3)
VERT REINF
TIE REINF NOTES
VERT REINF
TIE REINF NOTES
VERT REINF
TIE REINF NOTES
VERT REINF
TIE REINF NOTES
VERT REINF
TIE REINF NOTES
(20) #9
(SEE DET 2)
(12) #9
(SEE DET 3)
(20) #9
(SEE DET 2)
(12) #9
(SEE DET 3)
GRID
GRID
#5 @ 4" OC
#5 @ 4" OC
#5 @ 4" OC
EQEQEQBL
GRID
GRID
#5 @ 4" OC
#5 @ 4" OC
ALT HOOK DIRECTION &
LOCATION, TYP
POST TENSION (PT) BEAM
WHERE OCCURS
3/4" CHAMFER, TYP
BL
SCALE: 3/8" = 1'-0"
MOMENT FRAME COLUMN REINF DETAIL 4
SCALE: 1" = 1'-0"
MOMENT FRAME COLUMN REINF SCHEDULE 1
SCALE: 1" = 1'-0"
MC COLUMN REINFORCEMENT DETAIL 2
SCALE: 1" = 1'-0"
MC COLUMN REINFORCEMENT DETAIL 3
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:15 PM405
65 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD504
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
BOT REINF PER SCHED
STIRRUPS PER
SCHED
TOP REINF PER
SCHED
FACE BAR PER
SCHED
SLAB REINF PER
PLAN
ADDL #4 x
@ 10" OC
SLAB WHERE OCCURS
TOC EL
PER PLAN HB
24"36"
TOP REINF PER
SCHED
STIRRUPS PER
SCHED
BOT REINF PER
SCHED
FACE BAR PER
SCHED, TYP
SLAB REINF
PER PLAN TOC EL
PER PLAN
HBSSS
TOP RIGHT LONG
L1
ACI STD HOOK
BOT CONT
SUPPORTCL
0.25 L1
(3) #4
0.3 L1
TOC EL
PER PLAN
S/2 S
0.15 L1
0.15 L1
0.3 L2
0.15 L2
0.25 L1 0.25 L2
L2
SLAB
MARK
RIGHT
END
HEIGHT H TOP LEFT
S-1 SOUTH 8" #5 @ 12" OC
NOTE:
PROVIDE #4 @ 10" OC FACE BAR.
BOT CTR
#5 @ 12" OC
BOT CONT
#5 @ 12" OC
TOP RIGHT LONG
#5 @ 12" OC
TOP RIGHT SHORT
#5 @ 12" OC
SHRINKAGE REINF
SIZE S
#4 12"
TOP LEFT BOT CTR
TOP RIGHT SHORT
(7) #4
6"6"
TOP LEFT CONT
MIN
6"CLEAR SPAN L1
0.125 L1
TOP END BAR
ACI STD HOOK
(MIN OF 2 BARS EXT INTO
SUPPORT)
STIRRUPS PER SCHED
BOT BARS
BEAM OR COLCL
TOP RIGHT OVER SUPPORT
CLEAR SPAN L2
BEAM OR COLCL
TOP RIGHT OVER SUPPORT
BOT CONT
TOP RIGHT CONT
6"6"BOT BARS
1.4 Ld 0.25 L1
TOP LEFT OVER
SUPPORT
TOP RIGHT CONT
TYP
2"
0.125 L2
WHICHEVER IS GREATER
0.3 L1 OR L2
WHICHEVER ID GREATER
0.3 L1 OR L2 0.3 L2 0.3 L2
0.125 L2
L3 CANTILEVER
TOC EL
PER PLAN
6"6"
BEAM
MARK
RIGHT
END
WIDTH
B
HEIGHT
H
TOP LEFT
CONTINUOUS
TOP LEFT OVER
SUPPORT OR
TOP END
B1
B2
16" 18"
BOTTOM
CENTER
BOTTOM
CONTINUOUS
SIZE
BEAM STIRRUPS COMMENTSTOP RIGHT OVER
SUPPORT OR
TOP END
TOP RIGHT
CONTINUOUS
SHAPE SPACING
-
#4 @ 7" OC
#4 @ 9" OC(2) #514" 16"
NOTE:
PROVIDE #4 @ 10" OC FACE BAR.
FACE BAR
AT EA FACE SPACING
(2) #6
(2) #5
(2) #6 (1) #6 (2) #6
(2) #5
(2) #6
(2) #5
(2) #6
(2) #5
SCALE: 3/4" = 1'-0"
TYPICAL UPTURN BEAM REINF DETAIL 3
SCALE: 3/4" = 1'-0"
TYP DOWNTURN BEAM REINF DETAIL 2
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:15 PM405
66 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD505
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/2" = 1'-0"
TYPICAL ONE-WAY SLAB REINFORCING DETAIL 5
SCALE: 1/2" = 1'-0"
TYPICAL CONCRETE BEAM REINFORCING DETAIL 4
SCALE: 1" = 1'-0"
CONCRETE BEAM REINFORCEMENT SCHEDULE 1
TOPLEVEL 5 & 5.5
LEVEL 4 & 4.5
LEVEL 3 & 3.5
LEVEL 2 & 2.5
INTERIOR SUPPORT
BOTTOM
MB-2
EXTERIOR SUPPORT
MB-1 MB-3
TOP BOTTOM TOP BOTTOM TOP BOTTOM
(5) #8 (5) #8
(5) #8 (5) #8
(5) #8 (5) #8
(6) #8 (5) #8 (5) #8 (5) #8
(6) #8 (5) #8 (5) #8 (5) #8
(6) #9 (5) #9
(6) #9 (6) #9
(4) #9(4) #9
(6) #9 (5) #9
TYPICAL BAR LAYOUT
4 BARS3 BARS 5 BARS 6 BARS
2" , TYP
EQEQ
2" , TYP
EQ EQ EQ
2" , TYP
EQ EQ EQ EQ
2" , TYP
EQ EQ EQ
3", TYPMB-4
TOP BOTTOM
(5) #8 (5) #8
(5) #8 (5) #8
(4) #8 (4) #8
(5) #8 (5) #8
BEAM MARK
BEAM SIZE
BxH
24"x40"24"x40"24"x40"24"x40"
(6) #8
(6) #8
(5) #8
(5) #8
(5) #8
(5) #8
(5) #8
(5) #8
#4 @ 12" OC x
TYP, UNO
BOT REINF
PER SCHED
FACE BARS
PER SCHED
#4 @ 8" OC STIRRUPS @ NON
SPECIAL ZONE, SEE
TOP REINF PER SCHED
#4 @ 6" OC STIRRUPS @ SPECIAL
TRANSVERSE ZONE ONLY
B
SLAB BOT REINF PER PLAN.H18"7'-0"
4
405-SZD506
#4 @ 12" OC x
TYP, UNO
TOP REINF PER SCHED
FACE BARS PER SCHED
#4 @ 8" OC STIRRUPS @
NON SPECIAL ZONE, SEE
BOT REINF PER SCHED
B
SLAB BOT REINF PER PLAN
SLAB @ SIM
.H18"7'-0"
4
405-SZD506
TYP
2"
NON SPECIAL ZONE STIRRPIS
.
SPECIAL TRANSVERSE ZONE STIRRUPS, TYP
2H (8'-0" MIN)
PER .
Lb STIRRUPS @ LAP SPLICE
#5 @ 4" OC STIRRUPS
@ SPECIAL TRANSVERSE ZONE
PER DETAILS
STIRRUPS OUTSIDE
OF 2H ZONE
COL TIE
COL VERT REINF
BEAM TOP REINF PER
SCHED
BEAM BOT REINF PER SCHED
CL LAP SPLICE @ MIDSPAN FACE BAR PER DETAILSSPECIAL TRANSVERSE ZONE STIRRUPS, TYP
2H (8'-0" MIN)h2
405-SZD506
SCALE: 1" = 1'-0"
MOMENT FRAME BEAM REINFORCEMENT SCHEDULE 1
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:16 PM405
67 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD506
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 1" = 1'-0"405-SGP502
MF BEAM (UPTURN)2
SCALE: 1" = 1'-0"405-SGP502
MF BEAM (DOWNTURN)3
SCALE: 1/2" = 1'-0"405-SZD506
TYP MOMENT FRAME BEAM REINF AT INTERIOR SPANS 4
GRID GRID
(2) #6 TOP(4) #10 TOP
(2) #8 BOT (2) #8 BOT
15'-0"
TYP PT PROFILE. SEE PLAN FOR PROFILE
& QUANTITY
15'-0"
2"10 @ 6" O/C
#4 STIRRUPS
REMAINING @ 24" OC
#4 STIRRUPS
10 @ 6" OC
#4 STIRRUPS
2"
(4) #10 TOP
TYP
Lb
(4) #8x40'-0" BOT
3
405-SZD508
TYP
Lb
2"
10 @ 6" OC
#4 STIRRUPS
REMAINING @ 24" OC
#4 STIRRUPS
10 @ 6" OC
#4 STIRRUPS
2"
(4) -#10 TOP x 34'-0"2-#6 TOP, TYP UNO(4) #10 TOP
(2) #8 BOT (2) #8 BOT
(2) #6 TOP, TYP UNO (4) #10 TOP
(2) #8 BOTTYP PT PROFILE. SEE PLAN FOR PROFILE
& QUANTITY
2"
10 @ 6" OC
#4 STIRRUPS
REMAINING @ 24" OC
#4 STIRRUPS
10 @ 6" OC
#4 STIRRUPS
2"
COL WHERE OCCURS
(4) #8 x40'-0" BOT
TYP
Lb
(4) #8 x40'-0" BOT
GRID GRID GRID
3
405-SZD508
GRID GRID
INDICATES TENDON PROFILE POINT
INDICATES TENDON INFLECTION POINT
L/2 UNO L/2 UNO h2L
**
L/10 L/10
0.2 h1
0.2 h2 *h1*
NOTES:
1. SEE PLAN FOR TENDON PROFILE POINT VALUES. DIMENSIONS GIVEN ARE FROM BEAM
SOFFIT TO CENTER OF GRAVITY OF TENDONS.
2. INSTALL TENDON WTH PARABOLIC DRAPE BETWEEN PROFILE AND INFLECTION PONTS.
3. PROVIDE TENDON SUPPORT AT EACH HIGH POINT, LOW POINT AND AT 48" MAXIMUM
SPACING THROUGHOUT.
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:16 PM405
68 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD507
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 1/4" = 1'-0"
TYPICAL SINGLE SPAN PT BEAM REINFORCEMENT DETAILS 1
SCALE: 3/16" = 1'-0"
TYPICAL MULTI SPAN PT BEAM REINFORCEMENT DETAIL 3
SCALE: 1/4" = 1'-0"
TYPICAL SINGLE SPAN PT BEAM REINFORCEMENT DETAILS 2
2'-6"FOR GIRDER REINF AND LAP
LOCATIONS SEE BEAM
ELEVATIONS
(3) #4 EF
PT SLAB REINF PER
PLAN PT SLAB TENDONS
3'-0"PLANPER1/2" MIN CHAMFER
#4 STIRRUPS SEE EL FOR SIZE
& SPACING
PT TENDON SUPPORT BAR
PER
ADDED SLAB TOP REINF
OVER GIRDER, SEE PLAN
2
405-SZD508 2'-6"(2) #4 CONT
CONT TOP REINF
BARS PER BEAM
ELEVATIONS
CHAIR & #4 TIE BARS EA
SIDE OF BEAM SEE PLAN
SLAB TOP BARS SUPPORTED TO
MAINTAIN SCHEDULED COVER, SEE PLAN
1"
1'-4"
1"PLANPER1/2" MIN CHAMFER
(2) #4 CONT MID DEPTH
BOT REINF PER BEAM
ELEVATIONS
#4 STIRRUPS
PT TENDON SUPPORT BAR PER
EQEQEQ2
405-SZD508
SUPPORT BAR HOOKS
MAY BE TURNED UP
BEAM PER PLAN
TENDON BUNDLES
#4 PT TENDON SUPPORT BAR
EQ EQ
BEAM STIRRUP
SECURE SUPPORT BARS
TO BEAM STIRRUPS
NOTES:
1. PROVIDE SUPPORT BARS AS REQD TO MAINTAIN PROPER PROFILE. MAXIMUM SPACING TO BE
PER POST-TENSIONING NOTES.
2. LOAD TENDONS IN EQUAL BUNDLES WHENEVER POSSIBLE.
(2) #4
8"
FACE BAR
#4 @ 12" OC SLAB REINF
PER PLAN
#5 @ 12" OC24"36"3'-4"-
#5 @ 12" OC MIN
SLOPE TOP TO INT 1/4" PER FT
1'-6"#5x5' - 0" @ SIM
BEAM BELOW @ SIM
(2) #4
FACE BAR
#4 @ 10" OC, TYP 4"7"3'-4"1" GAP
BARRIER WALL PER
PLAN
COL PER PLANCOL PER PLAN
TOS
1" GAP
4
405-SZD508
GRID
PLANPER1 1/2"1'-6" 4"
1/2" CHAMFER, TYP
CABLE RAIL
4"1'-6"PLANPER1 1/2"#4 @ 12"
TYP 60"
GRID
4"6"6"CABLE RAIL PLANPER1"NOTE:
1.FOR INFO NOT SHOWN SEE
1'-6"
1'-0"PLANPER1 1/2"4"
5
405-SZD508
SCALE: 3/4" = 1'-0"405-SGP502
TYPICAL PT GIRDER 1
SCALE: 3/4" = 1'-0"405-SZD507
TYPICAL PT BEAM SECTION 3
SCALE: 3/4" = 1'-0"405-SZD508
TYPICAL TENDON SUPPORT 2
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:17 PM405
69 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD508
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CONCRETE DETAILS
SOUTH RENTON TRANSIT CENTER
SCALE: 3/4" = 1'-0"405-SGP502
TYPICAL BARRIER WALL 4
SCALE: 3/4" = 1'-0"405-SZE501
TYPICAL BARRIER WALL 7
SCALE: 1" = 1'-0"405-SGP502
SLAB EDGE AT RAMP 5
SCALE: 1" = 1'-0"405-SGP505
SLAB EDGE AT RAMP 6
STIRRUPS W/ 180° STD HOOK EA END
PER SCHED.
ALT & ROTATE AS REQD TO FIT IN CELL
BOTTOM REINF
PER SCHED
WIDTH (W) CLEAR SPAN BOTTOM
REINF
8" & 12"
UP TO 10'-4"
(2) #5
CMU LINTEL SCHEDULE
MARK
L1
L2
L3
LINTEL BLOCK(SEE SCHED)D8" & 12"
8" & 12"
UP TO 8'-0"
UP TO 4'-0"
DEPTH
(D)
1'-4"
2'-0"
2'-8"
(2) #5
(2) #5
TOP REINF
(2) #5
(2) #5
(2) #5
STIRRUPS
#4 @ 16" OC
#4 @ 16" OC
#4 @ 8" OC
NOTES:
1. DO NOT SPLICE HORIZ LINTEL REINF
2. WHERE BOND BEAM OCCURS WITHIN LINTEL DEPTH, RUN BOND BEAM REINFORCEMENT
CONTINUOUS ACROSS OPENING.3"TOP REINF PER SCHED
W
SECTION AT LINTEL
TO OPNG PER
ARCH
1'-4"
.
AT OPENING UP TO
10'-0"
HORIZ REINF W/ STD HOOK. ROTATE AS
NECESSARY TO FIT IN CELL
SIZE OF BAR TO MATCH
VERT CMU WALL REINF.
PROVIDE (2) BARS TO
FLR ABOVE OPENING
1'-4"1'-4"
.
AT OPENING UP TO
4'-0"
GROUT REINF CELLS
FULL HT
PLAN AT JAMB
.
AT OPENING UP TO
12'-0"
8"
2'-0"
TERMINATE HORIZ REINF 2" FROM
CJ TYP UNO
VERT REINF EA SIDE OF JOINT
NOTE
1. ALIGN BOND BEAM CONTROL JOINTS WITH WALL CONTROL JOINTS.
2. COCNRETE BLOCK SHOWN. (BRICK SIMILAR)
BOND BEAM REINF PENETRATES CJ
BACKER ROD & SEALANT AT VERT CJ
PROVIDE CLOSED END BLOCKS
AT CJ, TYP
TYPICAL BOND BEAM
BOND BEAM AT FLOOR AND ROOF
CL CONTROL JOINT
CL CONTROL JOINT
PREMOLDED JOINT FILLER
LINTEL BEAM REINF PER
SCHED
TYP VERT WALL REINF UNO W/ STD
HOOK INTO LINTEL
JAMB REINF IN CELL
ADJACENT TO OPENING
DOWELS TO MATCH VERT
REINF TYP
TYP
PER ARCH
HORIZ REINF W/ HOOK WHERE Ld (24" MIN) EXTENSION
NOT POSSIBLE
Ld
Ld
LspTOC EL
PER PLAN
CONC WALL OR
COLUMN
BREAK SHELL FOR FLOW OF
GROUT 16 GA DOVETAIL ANCHOR @
16" OC
VERT @
INTERSECTIONS
VERT @ CORNERSAT FREE END AT INTERSECTION AT CORNER
VERT AT FREE END
CORNER BAR TO MATCH HORIZ
REINF TYP
LdALT HOOKLd
BOND BEAM AT FIRST
COURSE, TYP
FOUNDATION DOWEL TO MATCH WALL
VERT REINF. REFER TO CMU WALL VERT
REINF SCHED FOR SIZE & SPACING
BOND BEAM AT TOP OF WALL
BOND BEAM @ 4'-0" OC MAX
& WHERE SHOWN
HOLD TOP OF EA GROUT LIFT 2"
BELOW TOP OF BLOCK TO PROVIDE
KEY FOR NEXT LIFT.
USE LOW LIFT METHOD OF GROUTING
(MAX GROUT LIFT = 5'-4")
NOTES:
1. GROUT REINFORCED CELLS
SOLID.
2. CMU SHALL BE LAID IN
RUNNING (COMMON) BOND.
3. REFER TO ARCH FOR CMU
ELEVATIONS.
4. FOR REINF AT OPENINGS
SEE
5. FOR REINF AT CORNERS,
INTERSECTIONS, AND FREE
END SEE
6. PROVIDE BAR POSITIONERS
FOR VERTICAL REINF IN TWO
LAYERS OR AT FACE OF WALL.
SEE
7. HORIZONTAL REINF TO BE
PLACED IN BOND BEAMS
EXCEPT OVER OPENINGS
WHERE HORIZONTAL REINF IS
TO BE PLACED IN LINTEL
BLOCK. SEE CMU LINTEL
SCHEDULE.
8. WHERE TOP OF WALL IS NOT A
COURSING DIM, CUT 2ND
COURSE FROM TOP OF WALL
UNO.
9. SPLICE VERT REINF IN 6'-0" TO
8'-0" LENGTH
NOMINAL WIDTH
(W)VERT REINF HORIZ REINF IN
BOND BEAM
8" #5 @ 24" OC (2) #5 @ 4'-0" OC
CMU WALL REINFORCEMENT SCHEDULE
MARK
W1
NOTES
TOC EL
PER PLANLsp (LAP SPLICE)/3 405-SZD509
/1 405-SZD509
/5 405-SZD509
VERT BAR
POSITIONER
NOTE:
VERTICAL BAR POSITIONERS REQUIRED WHEN
REINFORCEMENT IS AT FACE OF WALL OR IN TWO LAYERS
8" CMU
2 1/2"2 1/2"
SCALE: 1" = 1'-0"
CONTROL JOINT AT CMU WALL 4
SCALE: 1/2" = 1'-0"
TYPICAL CMU WALL OPENING REINFORCEMENT 3
SCALE: 1" = 1'-0"
TYP HORIZ REINF PLACING DETAIL - CMU 1
SCALE: 1" = 1'-0"
TYP CMU WALL REINF AND SCHEDULE 2
SCALE: 1 1/2" = 1'-0"
VERT REINF BAR POSITIONER 5
35381LARSERIK H
O
LTESTATE O F WASHIN
G
TONPROF
E
SSIONAL E N G IN EERSTRUC
TURAL E N G IN EERNOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARYTHE STRUCTURAL DRAWINGS ARE
CONCEPTUAL IN NATURE AND NOT INTENDED
TO REPRESENT A FINAL DESIGN SOLUTION.
FOUNDATION DETAILS OR STRUCTURAL
MEMBERS (I.E., BEAM TYPE OR LOCATION)
DEPICTED ARE NOTIONAL AND SHOULD NOT
BE TAKEN AS AN INDICATION OF MEETING OR
EXCEEDING DESIGN REQUIREMENTS.
THE DESIGNER OF RECORD (DOR) SHALL
ENSURE ALL DESIGN REQUIREMENTS ARE
IDENTIFIED, MET, AND AN OPTIMAL SOLUTION
PROVIDED.BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-S-v2020.rvt2/3/2022 12:21:17 PM405
70 0
BRT-405-SZN-500
AE 0054-17
02/11/2022
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-SZD509
02/11/2022R. GORMAN
PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
STRUCTURAL
TYPICAL CMU DETAILS
SOUTH RENTON TRANSIT CENTER
EACHEASTEAST BOUNDELECTRIC, ELECTRICALELEVATIONELEVATOREMERGENCYEMERGENCY MANAGEMENT PANELEQUALEQUIPMENTEMERGENCY TELEPHONEEMERGENCY TRIP SWITCH/STATIONEXHAUSTEXISTING EXPANSION BOLTEMERGENCY VENTILATION SYSTEMEXPOSED, EXPANSIONEXTERIORFIRE MARSHALLFACE OFFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDSFARE GATEFEET, FOOTFLAT HEAD/FIRE HYDRANTFINISH, FINISHEDFINISH FLOOR ELEVATIONFINISH FLOOR LINEFIRE ALARMFIRE-RATEDFIRE EXTINGUISHER (CABINET)FIRE HOSE CABINETFLASHINGFLEXIBLE CONNECTIONFLOOR, FLOORINGFLOOR CLEANOUTFLOOR DRAINFLUORESCENTFRESH AIR INTAKEFLOOR SINKFURNISHED BY OTHERSGAGE, GAUGEGALVANIZEDGALVANIZED SHEET METALGLASS, GLAZINGGRAB BARGRANITEGYPSUMGENERALGROUNDGLASS FIBER REINFORCED CONCRETETELEPHONEHANDHOLEHARDWAREHEADERHEATING/VENTILATING/ AIR CONDITIONINGHEAVY DUTYHEIGHTHEXAGONALHOLLOW METALHORIZONTALHOSE BIBBHIGH WORKING POINTHIGH POINTHIGH DENSITY POLYETHYLENE MEMBRANEINTERNATIONAL BUILDING CODEINSIDE DIAMETERINSULATE, INSULATED, INSULATIONINTERIORINVERTINCH, INCHESINCLUDINGEAEEBELECTELELEVEMERGE.M.PEQEQUIPE TELE.T.SEXHEXIST (E)E.BE.V.S. EXPEXTFMF.OF.O.CF.O.FF.O.MF.O.SF.GFTF.HFINF.F.EF.F.LF.AF.RF.E.CF.H.C.FLGF.CFLR, FLFL COF.DFLUORF.A.IF.SF.B.OGAGALVG.S.MGLG.BGRNGYPGENGRDG.F.R.CTELHHHDWHDRH.V.A.CH.DHTHXH.MHORIZH.BH.W.PH.PH.D.P.EIBCI.DINSULINTINVIN OR INCLAVENUEABOVEABOVE FINISHED FLOORABOVE SUSPENDED CEILINGAMERICAN SOCIETY FOR TESTING AND MATERIALS ACCESSACCESS PANELACOUSTIC, ACOUSTICALAMERICAN WITH DISABILITY ACTADDITIONALADHESIVEADJUSTABLEAGGREGATEALTERNATEALUMINUMANCHOR BOLTANCHORANODIZEDARCHITECT, ARCHITECTURALARCHITECT/ENGINEERAREA DRAINAUTOMATICAUXILIARYAUXILIARY POWER ROOMAPPROXIMATEBEAMBELOWBETWEENBEVELEDBLOCKINGBLUE LIGHT SWITCH/STATIONBOARDBOTH SIDESBOTTOMBRONZEBUILDINGBENCHMARKBOULEVARDCABINETCAST IRONCAST-IN-PLACE (CONCRETE)CATCH BASINCEILINGCEMENTCERAMICCHAMFERCLEAR, CLEARANCECLOSED CIRCUIT T.V. CAMERACOLUMNCOMPOSITIONCONCRETECONCRETE MASONRY UNITCONVENIENCE OUTLET, CLEAN OUTCONSTRUCTIONCONTINUE, CONTINUOUSCONTROL JOINTCOPPERCORNER GUARDCHAIN LINKCARD READERCOUNTERSUNK SCREW, COUNTERSINKCOMMUNICATIONS & SIGNALINGAVEABVA.F.FA.S.CA.S.T.MACCA.PACADAADD'LADHADJAGGALTAL, ALUMA.BANCHANODARCHA/EADAUTOAUXAPRAPPROXBMBELBTWBVLBLKGB.L.SBDB.SBOT, BTMBRZBLDGB.MBLVD, BLCABC.IC.I.PC.BCLGCEMCERCHAMCLRC.C.T.VCOLCOMPOCONCC.M.UC.OCONSTCONTC.JCPRC.GC.LC.RCTSKC & SANGLECENTER LINEDIAMETERPERPENDICULARSQUARE FEETLVLLTGLAMLAVLTLWL.PL.W.PLLINLONGITL.C.S.MBHMFRM.OMAXMECHMEDMTL, METMINMIRMISCMTDMTGMEZZNB N.R.CNOMN/RN/ANO., #NN.I.CNTSO/O.A.IOBSO.COPOPNGOPPO.DO.AO.S.ALEVELLIGHTINGLAMINATE, LAMINATEDLAVATORYLIGHTLIGHTWEIGHTLOW POINTLOWER WORKING POINTLENGTHLINEARLONGITUDINALLOCAL CONTROL STATIONMANHOLEMANUFACTURER MASONRY OPENINGMAXIMUMMECHANIC, MECHANICALMEDIUMMETALMINIMUMMIRRORMISCELLANEOUSMOUNT, MOUNTEDMOUNTINGMEZZANINENORTH BOUND NOISE REDUCTION COEFFICIENTNOMINALNON-RATEDNOT APPLICABLENUMBERNORTHNOT IN CONTRACTNOT TO SCALEOVEROUTSIDE AIR INTAKEOBSCUREON CENTER, CENTERSOPAQUEOPENINGOPPOSITEOUTSIDE DIAMETEROVERALLOUTSIDE SUPPLY AIRSBS.F.C.US.FSECTSHTSIMSSPECSQSTDSTASTLSTRUCTSYMS.SSTSCHEDSPKRT/C T.D.DTELTVT.V.MTHKT.O.T.O.ST.O.CT.O.WTTWSTYPT.DSOUTH BOUNDSTATION FARE COLLECTION CONTROL UNITSQUARE FEETSECTION SHEETSIMILARSOUTHSPECIFICATION, SPECIFICATIONSSQUARESTANDARDSTATION (ALIGNMENT)STEELSTRUCTURALSYMMETRY, SYMMETRICALSTAINLESS STEELSTREETSCHEDULESPEAKERTOP OF CURBTELECOMMUNICATION DEVICE FOR THE DEAFTELEPHONETELEVISIONTICKET VENDING MACHINETHICK, THICKNESSTOP OFTOP OF STEELTOP OF CONCRETETOP OF WALLTREADTACTILE WARNING SURFACINGTYPICALTRENCH DRAINØCLU.N.OU.W.PV.C.TVENTVERTVESTV.M.SWBW.S.PW.TWPW.W.MW.W.FWW/OWDW.PW/UNLESS NOTED OTHERWISEUPPER WORKING POINTVINYL COMPOSITION TILEVENTILATIONVERTICALVESTIBULEVARIABLE MESSAGE SIGNWEST BOUNDWET STAND PIPEWATER TABLEWATERPROOFINGWELDED WIRE MESHWELDED WIRE FABRICWEST, WIDTHWITHOUTWOODWORKING POINTWITHDEG OR °DETDIAGDIA DIMDIVDRDTADTSDWGD.FDND.IDEGREEDETAILDIAGONALDIAMETERDIMENSIONDIVISIONDOORDOVETAIL ANCHORDOVETAIL ANCHOR SLOTDRAWINGDRINKING FOUNTAINDOWNDRAIN INLETPROJPVCPARPARTPERFP LAMPLPLUMPTPSFPSIPROPP.LPCP TELLB OR LBSQ.TPROJECTIONPOLYVINYL CHLORIDEPARALLELPARTIALPERFORATE, PERFORATEDPLASTIC LAMINATEPLATEPLUMBINGPOINTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPROPERTYPROPERTY LINEPRECASTPASSANGER ASSISTANCE TELEPHONEPOUND, POUNDSQUARRY TILERTRAD, RREFREFLRESREINFREVR.O.WRR.DRFGRMR.OR.BREQ'DRDRIGHTRADIUSREFERENCEREFLECT, REFLECTED, REFLECTIVE, REFLECTORRESILIENTREINFORCINGREVISION, REVISIONS, REVISED, REVERSERIGHT-OF-WAYRISER, RADIUSROOF DRAINROOFINGROOMROUGH OPENINGRUBBER BASEREQUIREDROAD JANITOR'S CLOSETJOINTJOINT FILLERKNOCKOUT PANELJ.CJTJ.FK.O.P.EXTERIOR ELEVATIONCOLUMN GRIDELEVATION DATUMSECTION DESIGNATION(LETTER)DETAIL DESIGNATION (NUMBER)VIEW DESIGNATION (LETTER)DRAWING NO. ON WHICH SECTION APPEARSDRAWING NO. ON WHICH VIEW APPEARSMATCH LINEELEVATION (FINISH FLOOR, SURFACE U.N.O OR SPOT ELEVATION)REF NO.VIEW TITLEALIGN EDGESCENTERLINEROOM TAGNORTH ARROWVEHICLE CIRCULATIONCLSCALE IN FEETSCALE: 1/16" = 1'-0"0161632Axxx-xxx-xxx0NameElevationAXXX-XXXXXSIM-1NVIEW NAMESCALE 1/8"=1'-0"1405-APP501405-APP501ROOM NAME1001GRAPHIC SCALEMARKDESCRIPTIONMATCH LINESEE DRAWINGNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONNTSPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:13 PM405710BRT-405-AZN500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZN50102/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGENERAL ARCHITECTURAL ABBREVIATIONS & SYMBOLSSOUTH RENTON TRANSIT CENTERARCHITECTURAL ABBREVIATIONSSYMBOLS
NOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONNTSPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:13 PM405720BRT-405-AZN500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZN50202/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGENERAL ARCHITECTURAL NOTESSOUTH RENTON TRANSIT CENTERGENERAL NOTES:1.BEFORE BEGINNING WORK AT THE SITE AND THROUGHOUT THE COURSE OF CONSTRUCTION, INSPECT AND VERIFY THE LOCATION AND CONDITION OF ITEMS AFFECTED BY THE WORK UNDER THIS CONTRACT, REPORT DISCREPANCIES TO ARCHITECT PRIOR TO PERFORMING WORK RELATED TO THOSE DISCREPANCIES. ALSO SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2.COORDINATE ALL OPENINGS IN FLOORS, WALLS, PARTITIONS, CEILINGS, AND SLEEVES THROUGH STRUCTURE WITH CIVIL, ARCHITECTURAL, MECHANICAL, AND ELECTRICAL WORK.3.COORDINATE ALL OPERATIONS WITH OWNER INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, SPECIAL CONSIDERATIONS FOR NOISY OPERATIONS, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, ETC.4.PROVIDE GALVANIC SEPARATION MATERIAL BETWEEN DISSIMILAR METALS.5.AT INSTALLATION OF ALL VAPOR BARRIERS, PROVIDE AT LEAST TWELVE INCHES OF OVERLAP BETWEEN INDIVIDUAL SHEETS AND TAPE ALL JOINTS. SHOULD THE MATERIAL BE TORN OR PUNCTURED, PATCH BY ADDITION OF MATERIAL OVER AFFECTED AREA WITH AT LEAST 12" COVERAGE BEYOND DAMAGED AND TAPE JOINTS.6.ALL CASEWORK, CABINETS, AND RACKS SHALL BE SECURELY ANCHORED TO WALLS AND FLOORS TO CONFORM TO SEISMIC SUPPORT REQUIREMENTS.7.PROVIDE BACKING/BLOCKING FOR ALL WALL MOUNTED EQUIPMENT. PROVIDE BLOCKING FOR ALL CASEWORK, COUNTERS, WALL STOPS (DOORS), AND FIXTURES. VERIFY ALL MOUNTING HEIGHTS AND STRUCTURAL SUPPORT REQUIREMENTS WITH EQUIPMENT MANUFACTURERS BEFORE INSTALLING BACKING AND SUPPORTS.DIMENSION NOTES:1.IF DIMENSIONAL DISCREPANCIES ARE ENCOUNTERED CONTACT THE ARCHITECT FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL CONFIRM DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.2.ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS, CONTRACTOR SHALL VERIFY DIMENSIONS OR RECOMMEND DIMENSIONAL MODIFICATIONS.3. ADDITIONAL ARCHITECTURAL DIMENSIONS MAY BE FOUND ON ENLARGED PLANS, SECTIONS AND ELEVATIONS.4. OTHER DIMENSIONS MAY BE SHOWN ON CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. MECHANICAL AND ELECTRICAL EQUIPMENT MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED TO EQUIPMENT SIZES AND CLEARANCES.5. GRID LINE IDENTIFICATION: GRID LINES IDENTIFY AND PROVIDE POINTS FOR DIMENSIONING MAJOR ALIGNED VERTICAL STRUCTURAL ELEMENTS6.GRID LINE LOCATIONS: GRID LINES ARE SHOWN AT THE CENTERLINES OF COLUMNS WHEN COLUMNS ARE THE PRINCIPAL VERTICAL STRUCTURAL ELEMENTS, UNLESS NOTED OTHERWISE.7.WHEN COLUMNS ARE NOT THE PRINCIPAL VERTICAL STRUCTURAL ELEMENTS, GRID LINES ARE TO THE FACE OF THE STRUCTURAL ELEMENT OF THE WALLS SUCH AS FACES OF LOAD BEARING STUDS, UNFINISHED FACES OF LOAD BEARING MASONRY, UNFINISHED FACES OF PRE-CAST CONCRETE AND UNFINISHED FACES OF CAST-IN-PLACE CONCRETE WALLS, UNLESS THESE WALLS ARE ALIGNED WITH COLUMNS OR OTHER DEFINING ELEMENTS (SUCH AS RIDGE LINES), IN WHICH CASE, THE GRIDLINE LOCATION IS NOTED AS FOLLOWS: WALL-CENTERED GRID LINES ARE NOTED COS (CENTER OF STUD), COM (CENTER OF MASONRY), COC (CENTER OF CONCRETE), ETC.8. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS (FOS), ONE FACE OF MASONRY WALLS (FOM), ONE FACE OF CONCRETE WALLS (FOC), ONE FACE OF WALL (FOW), ETC, UNLESS NOTED OTHERWISE.9. DOOR AND WINDOW DIMENSIONS IN MASONRY AND CONCRETE WALLS ARE FOR “ROUGH”OPENINGS LOCATION (FACES OF MASONRY OR CONCRETE).10. DOOR AND WINDOW OPENINGS SHOWN IN PLAN ARE FOR DOOR LEAF/WINDOW OPENING SIZE. ADJUST THE "ROUGH" OPENINGS FOR FRAMES. TYPICAL CLEAR AT FRAMES SHOULD ALLOW FOR 1/4" CLEAR EACH SIDE OF FRAME AND 1/2" AT THE HEAD OF FRAME.11. STOREFRONT DIMENSIONS IN MASONRY OR CONCRETE SHALL ADJUST "ROUGH" OPENINGS FOR FRAMES. TYPICAL CLEAR AT FRAMES SHOULD ALLOW FOR 1/2" CLEAR EACH SIDE OF FRAME AND 1/2" AT THE HEAD/SILL DIMENSION.12.“TYPICAL”CLEARANCE DIMENSIONS BETWEEN DOOR FRAMES AND FACE OF STUDS AT NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4”DEPENDING ON HARDWARE CLEARANCES (3”-DOOR HANDLES PLUS 1”-WALL STOPS = 4”). DOORS WITH COAT HOOKS TYPICALLY REQUIRE 6”CLEARANCE.13.SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT EXIT WAYS OR PREFABRICATED STAIR ENCLOSURES ARE NOTED “CLR”AND ARE SHOWN TO THE FACES OF FINISHES.14. TYPICAL DIMENSIONS FOR SPECIALTIES, FIXTURES AND EQUIPMENT MAY BE FOUND ON “PROTOTYPE DETAILS”. THESE INCLUDE TOILET STALLS, LAVATORIES, CASEWORK, EQUIPMENT LOCATIONS, ETC.15.THE FIRST FLOOR REFERENCE (LEVEL 1) ELEVATION IS 0'-0".SEALANT NOTES:1.THE OBJECT OF APPLYING SEALANT IS TO FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR WET/DAMP LOCATIONS. PROPER PRIMING MUST BE USED WITH SEALANTS. THE OBJECT OF APPLYING CAULKING IS TO ENHANCE APPEARANCE AND FINISH AT INTERIOR APPLICATIONS AND IN SOME SITUATIONS TO REDUCE AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THEEXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER PENETRATIONS AND TO DECREASE SOUND TRANSMISSION THROUGH WALLS AND CEILINGS. OTHER USES MAY BE NOTED IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING SHOULD BE USED, CONTACT THE ARCHITECT.2.SPECIFIED SEALANT AND BACKER RODS SHALL BE APPLIED AT BOTH INTERIOR AND EXTERIOR CONTROL AND EXPANSION JOINTS AND/OR AS NOTED ON DRAWINGS.3.SPECIFIED SEALANT AND BACKER RODS SHALL BE USED AT HORIZONTAL AND VERTICAL TILE CONTROL AND EXPANSION JOINTS.4.SPECIFIED SEALANT AND BACKER ROD SHALL BE USED AT MASONRY AND CONCRETE CONTROL JOINTS. IN SOME CASES, SEALANT MAY BE REQUIRED AT EXPANSION OR SEISMIC JOINTS, WITH OR WITHOUT MECHANICAL COVERS. REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATION.5.SET EXTERIOR THRESHOLDS IN CONTINUOUS SEALANT UNLESS NOTED OTHERWISE.6.SPECIFIED SEALANT SHALL BE USED ALL AROUND BOTH SIDES OF HOLLOWMETAL DOOR AND WINDOW FRAMES.7.SPECIFIED SEALANT SHALL BE USED ALL AROUND BOTH SIDES OF EXTERIORDOOR AND WINDOW FRAMES.8.SPECIFIED SEALANT SHALL BE USED AT JOINTS BETWEEN DIFFERENT WALLMATERIALS (CMU TO GYPSUM BOARD ETC). USE SPECIFIED SEALANT AT WALLMATERIAL GAPS OF 1/16TH INCH OR MORE UNLESS THE GAP IS SHOWN AS AN ARCHITECTURAL "REVEAL."9.SPECIFIED SEALANT SHALL BE USED WHERE COUNTERTOPS AND BACK SPLASHES MEET WALLS.10.SET FAUCETS, LAVATORIES, SINKS, SOAP DISPENSERS AND OTHER COUNTER MOUNTED FIXTURES IN A CONTINUOUS BEAD OF SPECIFIED SEALANT. SEAL AROUND WALL MOUNTED WATER CLOSETS, URINALS, MOP SINKS AND OTHER WALL AND FLOOR MOUNTED FIXTURES.11.USE SPECIFIED SEALANT AT THE INTERSECTIONS OF WALLBOARD, FLOORS ANDHARD CEILINGS (BUT NOT ACOUSTICAL OR LAY-IN CEILINGS) TO AID ACOUSTICAL SEPARATION. AT A MINIMUM THIS SHALL INCLUDE CORRIDOR WALLS, TOILET ROOM WALLS, ALL EXTERIOR WALLS AND OTHER WALLS INDICATED AS ACOUSTICAL.12.USE SPECIFIED SEALANT AROUND WALL, FLOOR AND HARD CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS ARE SPECIFIED OR PROVIDED, SET THE ESCUTCHEON IN A BEAD OF SEALANT.13.USE SPECIFIED SEALANT AROUND PENETRATIONS IN EXTERIOR WALLS ANDSOFFITS, SUCH AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS, LIGHTING, VENTS, ETC.14.USE FIRE-RATED SEALANT AT ALL PENETRATIONS OF RATED WALLS AND FLOORS AS REQUIRED BY CODES AND SPECIFICATIONS.
NOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONNTSPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:14 PM405730BRT-405-AZN500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZN50302/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALBUILDING CODE INFORMATIONSOUTH RENTON TRANSIT CENTERAREA ALLOWED PER TIER:OPEN PARKING, TYPE IIB ALLOWED AREA PER TIER: (50,000 + 25% INCREASE ) 62,500 SF/TIER(IBC 2018, 406.5.5)MAX AREA PROVIDED: 52,122 SF/ TIER (@ FIRST LEVEL AREA INCLUDES CANOPIES)IBC 2018, 406.5.5 AREA AND HEIGHT INCREASE: GARAGES WITH SIDES OPEN ON THREE-FOURTH OF THE BUILDING'S PERIMETER ARE PERMITTED TO BE INCREASED BY 25% IN AREA AND ONE TIER IN HEIGHT. FOR SIDES TO BE CONSIDERED OPEN, THE TOTAL AREA OF OPENINGS ALONG THE SIDE SHALL BE NOT LESS THAN 50% OF THE INTERIOR AREA OF THE SIDE AT EACH TIER AND SUCH OPENINGS SHALL BE EQUALLY DISTRIBUTED ALONG THE LENGTH OF THE TIER. FOR PURPOSES OF CALCULATING THE INTERIOR AREA OF THE SIDES, THE HEIGHT SHALL NOT EXCEED 7FT.HEIGHT ALLOWED (IN TIER):8+1 TIERS (IBC 2018 TABLE 406.5.4 & 406.5.5)HEIGHT PROVIDED (IN TIER):5 TIERSVERTICAL BARRIERS (IBC 2018 406.4.2):2'-9" MINALLOWABLE BUILDING HEIGHT:75 FT FOR FULLY SPRINKLER TYPE IIBS-2 BUILDING (IBC 2018 TABLE 504.3) HOWEVER, THE RENTON MUNICIPAL CODE ALLOWS A LOWER BUILDING HEIGHT OF 65 FT. MAX BUILDING HEIGHT PROVIDED:64'-1 1/2"FIRE RESISTANCE REQUIREMENTS PER(IBC TABLE 601):• PRIMARY STRUCTURAL FRAME:0 HRS• EXTERIOR BEARING WALLS:0 HRS• INTERIOR BEARING WALLS0 HRS• NON BEARING WALLS AND PARTITIONS:0 HRS• FLOOR CONSTRUCTION:0 HRSOCCUPANT LOAD CALCULATION (IBC 2018 TABLE 1004.5SPACE OCCUPANCY AREA LOAD OCCUPANTSLEVEL 1PARKING PARKINGGARAGES45,464 SF 200 GROSS 228ELEVATOR MACHINE ROOM EQUIPMENTROOM579 SF 300 GROSS 2SECURITY ROOM BUSINESS AREA 178 SF 150 GROSS 2LACTATION ROOM BUSINESS AREA 109 SF 150 GROSS 1SPRINKLER ROOM EQUIPMENTROOM282 SF 300 GROSS 1ELECTRICAL ROOM EQUIPMENTROOM491 SF 300 GROSS 2GENERATOR ROOM EQUIPMENTROOM409 SF 300 GROSS 2JANITOR ROOM ACCESSORYSTORAGE200 SF 300 GROSS 1STORAGE ACCESSORYSTORAGE451 SF 300 GROSS 2COMMUNICATIONS ROOM EQUIPMENTROOM407 SF 300 GROSS 2KING COUNTY PANELS EQUIPMENTROOM46 SF 300 GROSS 1LEVEL 2PARKING PARKINGGARAGES49, 011 SF 200 GROSS 246COMMUNICATIONS CLOSET EQUIPMENTROOM197 SF 300 GROSS 1COMMUNICATIONS CLOSET EQUIPMENTROOM180 SF 300 GROSS 1ELECTRICAL CLOSET EQUIPMENTROOM178 SF 300 GROSS 1LEVEL 3PARKING PARKINGGARAGES49, 557 SF 200 GROSS 248LEVEL 4PARKING PARKINGGARAGES49, 011 SF 200 GROSS 246COMMUNICATIONS CLOSET EQUIPMENTROOM197 SF 300 GROSS 1COMMUNICATIONS CLOSET EQUIPMENTROOM180 SF 300 GROSS 1ELECTRICAL CLOSET EQUIPMENTROOM178 SF 300 GROSS 1LEVEL 5PARKING PARKINGGARAGES49, 557 SF 200 GROSS 248TOTAL BUILDING OCCUPANT LOAD (SEE TABLE ABOVE): 1, 238MIN NUMBER OF EXITS OR ACCESS TO EXITS PER STORY(IBC 2018 TABLE 1006.3.2)REQUIRED:2PROVIDED:2MEANS OF EGRESSSTAIRWAYS (IBC 2018 1005.3.1):No OCCUP X 0.3 INCH OR 36 INCHES (WHICHEVER IS GREATER)MIN STAIR WIDTH PROVIDED:72 INCHESTREAD AND RISER (IBC 2018 1011):11 INCHES MIN & 7 INCHES MAX RESPECTIVELYHANDRAILS (IBC 2018 1014):34 INCHES MIN 38 INCHES MAXGUARDRAILS (IBC 2018 1015):NOT LESS THAN 42 INCHES MEASURED VERTICALLY FROM WALKING SURFACESDOORS WIDTH (IBC 2018 1010):No. OCCUP X 0.2 INCHES OR 32 INCHES (WHICHEVER IS GREATER)MIN DOOR WIDTH PROVIDED:36 INCHES (@ ROOMS)36 INCHES (@ BUILDING EXITS)PERSONNEL DOORS (NFPA 70 110.26(C)(3)ELECTRICAL ROOM W/ 800A OR MORE:ELEC ROOMDOOR TO HAVE PANIC HARDWARESTAIR ENCLOSURE: NOT REQUIRED PER IBC 2018 1019.3AREA OF REFUGE:NOT REQUIRED PER IBC 2018 1009.3.3EXIT ACCESS TRAVEL DISTANCE (IBC 2018 1017.2)FOR S-2 OCCUPANCY WITH SPRINKLER:400 FEETEXIT STAIR CONFIGURATION (IBC 2018 1007.1)MAX OVERALL DIAGONAL DIMENSION OF THE AREA SERVED:+/-314 FTSTAIR SEPARATION REQUIRED (FULLY SPRINKLER BLDG):≥+/-105 FT (+/-314/3)STAIR SEPARATION PROVIDE:+/-243 FTSTANDPIPE:REQUIRED PERIBC 406.5.8. ELECTRIC CHARGING REQUIREMENTS (WAC 51-50-0429.2):WHERE PARKING IS PROVIDED, TEN PERCENT OF PARKING SPACES SHALL BE PROVIDED WITH ELECTRIC VEHICLE CHARGING INFRASTRUCTURE IN COMPLIANCE WITH SECTIONS 427.3, 427.4 AND 427.5. WHEN THE CALCULATION OF PERCENT SERVED RESULTS IN A FRACTIONAL PARKING SPACE, THE APPLICANT SHALL ROUND UP TO THE NEXT WHOLE NUMBER.(STALLS IN PASSENGER LOADING/ UNLOADING ZONE, MOTORCYCLE PARKING AND DEDICATED SOUND TRANSIT MAINTENANCE TRUCK PARKING NOT INCLUDED IN THE ELECTRIC CHARGING REQUIREMENT CALCULATION)TOTAL STALLS W/ ELEC CHARGING INFRASTRUCTURE REQUIRED (PER WAC 51-50-0429.2) • 10% OF TOTAL PARKING (0 .1 X 724)73 STALLSTOTAL PARKING CAPACITY:724 CARS & 28 MOTORCYCLESSTANDARD STALLS W/ ELEC CHARGING:14 STALLSADA STALLS WITH ELEC CHARGING:2 STALLSTOTAL STALLS W/ ELEC CHARGING:16 STALLSSTANDARD STALLS W/ ELEC CHARGING INFRASTRUCTURE:81ADA STALLS W/ ELEC CHARGING INFRASTRUCTURE:5TOTAL STALLS WITH ELECTRIC CHARGING INFRASTRUCTURE PROVIDED: • 16+81+5= 102ADA PARKING REQUIREMENT ( RMC 4-4-080):2% OF TOTAL SPACESTOTAL PARKING STALL:724REQUIRED ADA STALL:15 ADA STALL PROVIDED:15ELEC VEHICLE CHARGING ADA STALL REQUIRED (PER WAC 51-50-0429.5) • 10% OF TOTAL ADA STALL (0.1X15):2 STALLSELECTRIC VEHICLE CHARGING ADA STALL PROVIDED:7 STALLSVAN PARKING SPACES (2010 ADA STANDARD 208.2.4)FOR EVERY SIX OR FRACTION OF SIX PARKING SPACES REQUIRED PROVIDE ONE VAN PARKING SPACE.TOTAL ADA STALL PROVIDED:15TOTAL VAN SPACE REQUIRED:3VAN SPACE PROVIDED:3PASSENGER LOADING ZONES (2010 ADA STANDARDS 209.2.1)ACCESSIBLE PASSENGER LOADING STALL REQUIRED:1ACCESSIBLE PASSENGER LOADING STALL PROVIDED:1PARKING TYPESSTALL TYPE COUNTSTALL DIMENSIONWIDTH DEPTHPICK UP/ DROP OFF STALLS 9 9'-0" 20'-0"ADA PICK UP/ DROP OFF STALLS 1 9'-0" 20'-0"SOUND TRANSIT ONLY PARKING (NOTFOR GENERAL PUBLIC)2 9'-0" 20'-0"MOTORCYCLE STALLS 28 4'-0" 8'-0"STANDARD STALLS 614 8'-6" 18'-0"STANDARD STALLS W/ ELEC CHARGING 14 8'-6" 18'-0"STANDARD STALLS W/ ELEC CHARGINGINFRASTRUCTURE ONLY (NO CHARGER)81 8'-6" 18'-0"ADA STALLS8 8'-6" 18'-0"ADA STALLS W/ ELECTRIC CHARGING 2 8'-6" 18'-0"ADA STALLS W/ ELEC CHARGINGINFRASTRUCTURE ONLY (NO CHARGER)2 8'-6" 18'-0"ADA VAN STALLS W/ ELEC CHARGINGINFRASTRUCTURE ONLY (NO CHARGER)3 8'-6" 18'-0"BUILDING ENVELOPE REQUIREMENTS (IECC 2018)CLIMATE ZONE (IECC 2018 C301):4C (KING COUNTY)THERMAL ENVELOPE (IECC 2018 TABLE C402.1.3)• WALLS (ABOVE GRADE)• MASS:R-11.4ci• METAL FRAME:R-13 + R-7.5ci• FLOORS• MASS:R-10ci• SLAB-ON-GRADE FLOORS• UNHEATED SLABS:R-10 FOR 24 INCHES BELOWBUILDING ENVELOPE FENESTRATION MAX U-FACTOR ( IECC 2018 TABLE C402.4)• FIXED FENESTRATION:0.38• OPERABLE FENESTRATION:0.45PLUMBING FIXTURES (IBC 2902.1)RESTROOMS ARE NOT FOR GENERAL PUBLIC USE AND ARE FOR LIMITED SOUND TRANSIT PERSONNEL AND METRO BUS OPERATORS ONLY. THERE WILL BE 2 PERSONNEL IN THE SECURITY OFFICE IN THE GARAGE AND ABOUT 13 METRO BUS OPERATORS WHEN BUS LAYOVER STALLS ARE AT FULL CAPACITY. LAVATORIESWATER CLOSETS/ URINALSMALE FEMALEREQUIRED 1 1 1PROVIDED 2 2 2*** IN ADDITION TO THE MALE AND FEMALE RESTROOMS, ONE SINGLE OCCUPANCY GENDER NEUTRAL RESTROOM IS PROVIDED.LOCATION:750 RAINIER AVE S, RENTON, WA 98055PARCEL NUMBER:1923059035, 1923059063, 1923059068, 1923059074,LEGAL DESCRIPTION:FOR PARCEL No. 1923059035:LOT 2 LESS HWY PER DEED #20110812001717 OF RENTON LLA #LUA-02-025-LLA REC 20020515900009 LOCATED IN NW 1/4 OF NE 1/4FOR PARCEL No. 1923059063:POR OF NW QTR OF NE QTR STR 19-23-05 DAF: BEG AT NE COR SD SEC 19 TH N 89-50-24 W ALG N LN SD NE QTR 2179.38 FT TH S 00-09-36 W AT R/A TO SD N LN 510.35 FT TO TPOB TH CONTG S 00-09-36 W 260.0 FT TO NLY MGN OF BN RR R/W (FORMERLY NP RR R/W) TH N 77-20-05 E ALG SD MGN 414.00 FT TO ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W TH N 00-29-24 W ALG SD C/L 168.13 FT TO PT FROM WCH TPOB BEARS N 89-50-24 W TH N 89-50-24 W TO TPOB LESS W 0.98 FT THOFFOR PARCEL No. 1923059068:POR OF ABANDONED BN RR R/W (FORMERLY NP RR) LY WLY OF FOLG DESC LN: BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W WITH N LN OF NE QTR STR 19-23-05 SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 LESS HWY PER DEED #20110812001717FOR PARCEL No. 1923059074:POR OF PUGET SOUND POWER & LIGHT CO R/W IN NE QTR STR 19-23-05 LY NORTH OF NLY MGN OF S GRADY WAY & WLY OF FOLG DESC LN -BEG AT NXN OF ORIGINAL C/L OF BONNEVILLE POWER TRANSMISSION LINE R/W SD PT BEING 1783.40 FT W OF NE COR SD SEC 19 TH S 00-29-24 W ALG SD C/L TO NLY LN SD S GRADY WAY LESS POR LY WLY OF ELY LN OF RAINIER AVE S (STATE RD NO 167) & LESS POR CONDEMNED BY STATE OF WASHINGTON IN SCC NO 861445 LESS HWY PER DEED #20110812001717AUTHORITY HAVING JURISDICTION:CITY OF RENTONZONING AND LAND USEZONING DISTRICTCOMMERCIAL ARTERIAL (CA) LAND USE DESIGNATION:MIXED USE (CMU)OVERLY DISTRICT:URBAN DESIGN DISTRICT DDEVELOPMENT STANDARDS:RENTON MUNICIPAL CODE ( RMC) TITLEIV -DEVELOPMENT REGULATIONSALLOWABLE BLDG HT:65 FT (50FT + 15 FT) THE 15FT INCREASE IS ALLOWED FOR BUILDING WITH PITCH ROOF FOR 60% OR MORE OF THE STRUCTURE. GIVEN THE FUNCTION OF THE GARAGE, THE INTENT IS TO MEET THE INTENT OF THE CODE THROUGH FACADE DESIGN AND ARTICULATION. THIS WAS CONFIRMED IN A MEETING WITH THE CITY OF RENTON HELD ON 03/25/2021 1:00PM-2:00PM. MAX BUILDING HEIGHT PROVIDED:64'-1 1/2"BUILDING CODE INFORMATIONBUILDING CODES:- INTERNATIONAL BUILDING CODE (IBC) 2018- INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018- INTERNATIONAL FIRE CODE(IFC 2018)- RENTON MUNICIPAL CODE (RMC)- WASHINGTON ADMINISTRATIVE CODE (WAC) 51-50WASHINGTON'S BUILDING CODE AMENDMENTS - ADA ACCESSIBILITY GUIDELINES(ADAAG) FOR BUILDINGS AND FACILITIES- 2010 ADA STANDARDSFOR ACCESSIBLE DESIGN- NFPA 702020: NATIONAL ELECTRICAL CODE WASHINGTON CITIES ELECTRICAL CODE, 2020- NFPA 132019: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMSPROPOSED USE:OPEN PARKING GARAGE IBC 406.5.2 OPENINGS: FOR NATURAL VENTILATION PURPOSES, THE EXTERIOR SIDE OF THE STRUCTURE SHALL HAVE UNIFORMLY DISTRIBUTED OPENINGS ON TWO OR MORE SIDES. THE AREA OF SUCH OPENING IN EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20% OF THE TOTAL PERIMETER WALL AREA OF EACH TIER. THE AGGREGATE LENGTH OF THE OPENINGS CONSIDERED TO BE PROVIDING NATURAL VENTILATION SHALL BE NOT LESS THAN 40% OF THE PERIMETER OF THE TIER. INTERIOR WALL SHALL BE NOT LESS THAN 20% OPEN WITH UNIFORMLY DISTRIBUTED OPENINGS. OCCUPANCY GROUPS:S-2, LOW HAZARD STORAGE, B BUSINESS (THEB OCCUPANCY IS ACCESSORY OCCUPANCY)CONSTRUCTION TYPE:TYPE IIBFIRE PROTECTION:FULLY SPRINKLEREDFIRE ALARM:REQUIRED (RMC 4-5-70, 90.907.2.24)
AD11.62345678910111213CB± 33'± 116'± 157'± 59'± 142'± 103'± 27'± 32'UP TO LEVEL 2 STAIR #1TO LEVEL 1 EXIT± 144'STAIR #1STAIR #2BTP120113BTP120112BTP120110BTP120106BTP120104BTP120105BTP120108BTP120107BTP120109BTP120101ELEVATOR #2ELEVATOR #1BTP120102BTP120103BTP120111DIAGONAL DISTANCE = +/-314 FTSTAIR SEPERATION REQUIRED: +/-314 FT/3 = +/-105 FTEXIT REQ.:No.OCCP X 0.2 OR 32 INCHES83 X 0.2 = 17 INCHES < 32 INCHESEXIT REQ.:32 INCHESEXIT PROVIDED:72 INCHESEXIT REQ.:No.OCCP X 0.2 OR 32 INCHES83 X 0.2 = 17 INCHES < 32 INCHESEXIT REQ.:32 INCHESEXIT PROVIDED:72 INCHESEXIT REQ.:No.OCCP X 0.2 OR 32 INCHES83 X 0.2 = 17 INCHES < 32 INCHESEXIT REQ.:32 INCHESEXIT PROVIDED:36 INCHES± 73'STAIR SEPARATION = +/- 240 FT± 20'AD11.62345678910111213CB± 56'± 60'STAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESUP TO LEVEL 3 STAIR #1DIAGONAL DISTANCE = +/-314 FTSTAIR SEPERATION REQUIRED: +/-314 FT/3 = +/-105 FT STAIR SEPARATION = +/- 250 FTDN TO LEVEL 2.5 STAIR #2BTP120203BTP120201BTP120202± 100'± 100'± 116'± 100'± 100'ELEVATOR #2ELEVATOR #1STAIR #1± 100'± 24'± 16'± 26'± 8'STAIR #2GENERAL NOTE:FOR GENERAL EGRESS REQUIREMENTS REFER TO BUILDING CODE INFORMATION SHEET.LEVEL 1 GARAGE STALL COUNT:EV READY:81STALLSEV:14STALLSPO/DO:9STALLSPO/DO ADA:1STALLSEV ADA:2STALLSEV READA ADA: 2STALLSVAN EV READY ADA: 3STALLSMOTORCYCLE: 28STALLSST ONLY: 2STALLSTOTAL CARS: 142STALLSLEGEND:PATH OF TRAVEL15' X STAIR WIDTH STAIR SURGE ZONE (SSZ)(10'X10') ELEVATOR SURGE ZONE (ESZ)+ 0'-0"DOOR EXIT CAPACITY-LEVEL 2 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 162 STALLSNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:19 PM405740BRT-405-AZP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZP50102/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE EXITING PLAN - LEVEL 1 AND 2SOUTH RENTON TRANSIT CENTERSCALE: 1" = 30'-0"405-AZP501EXITING PLAN LEVEL 1 & 1.51SCALE: 1" = 30'-0"405-AZP501EXITING PLAN LEVEL 2 & 2.52SCALE: 1" = 30'-0"0303060EGRESS PATH TRAVEL DISTANCE LEVEL1 & 2LEVELMAX.EGRESSPATHLENGTHEGRESSCAPACITY INOCCUPANTSEGRESS COMPONENTPROVIDEDMIN DOORWIDTH ININCHESMIN STAIRWIDTH ININCHESLEVEL 1 392 FT 244 36" 72"LEVEL 2 256 FT 249 36" 72"LEVEL ONE ROOMS - EXITING PLANROOM NUMBER ROOM NAMEBTP120101 ELEVATOR MACHINE ROOMBTP120102 SECURITY ROOMBTP120103 LACTATION ROOMBTP120104 WOMEN'S RESTROOMBTP120105 ALL GENDER RESTROOMBTP120106 MEN'S RESTROOMBTP120107 JANITOR ROOMBTP120108 STORAGEBTP120109 COMMUNICATIONS ROOMBTP120110 SPRINKLER ROOMBTP120111 KING COUNTY PANELS ROOMBTP120112 ELECTRICAL ROOMBTP120113 GENERATOR ROOMLEVEL TWO ROOMS - EXITING PLANBTP120201 COMMUNICATIONS CLOSETBTP120202 ELECTRICAL CLOSETBTP120203 COMMUNICATIONS CLOSET
AD11.62345678910111213CB STAIR SEPARATION = +/- 250 FT± 56'± 60'STAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESUP TO LEVEL 4 STAIR #1DIAGONAL DISTANCE = +/-314 FTSTAIR SEPERATION REQUIRED: +/-314 FT/3 = +/-105 FTDN TO LEVEL 3.5 STAIR #2± 100'± 100'± 116'± 100'± 100'± 100'± 24'± 16'± 26'± 10'ELEVATOR #2ELEVATOR #1STAIR #1STAIR #2AD11.62345678910111213CB STAIR SEPARATION = +/- 250 FTSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESUP TO LEVEL 5 STAIR #1DIAGONAL DISTANCE = +/-314 FTSTAIR SEPERATION REQUIRED: +/-314 FT/3 = +/-105 FTDN TO LEVEL 4.5 STAIR #2± 56'± 60'± 100'± 100'± 116'± 100'± 100'± 100'± 24'± 16'± 26'± 10'STAIR #1ELEVATOR #1ELEVATOR #2STAIR #2BTP120401BTP120402BTP120403LEVEL 3 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL: 162 STALLSLEVEL 4 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 162 STALLSGENERAL NOTE:FOR GENERAL EGRESS REQUIREMENTS REFER TO BUILDING CODE INFORMATION SHEET.LEGEND:PATH OF TRAVEL15' X STAIR WIDTH STAIR SURGE ZONE (SSZ)(10'X10') ELEVATOR SURGE ZONE (ESZ)+ 0'-0"DOOR EXIT CAPACITY-NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:24 PM405750BRT-405-AZP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZP50202/11/2022R. GORMANF. ReviewedPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE EXITING PLAN - LEVEL 3 AND 4SOUTH RENTON TRANSIT CENTERSCALE: 1" = 30'-0"405-AZP502EXITING PLAN LEVEL 3 & 3.51SCALE: 1" = 30'-0"405-AZP502EXITING PLAN LEVEL 4 & 4.52SCALE: 1" = 30'-0"0303060EGRESS PATH TRAVEL DISTANCE LEVEL 3 & 4LEVELMAX.EGRESSPATHLENGTHEGRESSCAPACITY INOCCUPANTSEGRESS COMPONENTPROVIDEDMIN DOORWIDTH ININCHESMIN STAIRWIDTH ININCHESLEVEL 3 256 FT 248 36" 72"LEVEL 4 256 FT 249 36" 72"LEVEL FOUR ROOMS - EXITING PLANBTP120401 COMMUNICATIONS CLOSETBTP120402 ELECTRICAL CLOSETBTP120403 COMMUNICATIONS CLOSET
AD11.62345678910111213CB STAIR SEPARATION = +/- 250 FTSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESSTAIR WIDTH REQ.:No.OCCP X 0.3 OR 36 INCHES125 X 0.3 = 38 INCHES > 36 INCHESSTAIR WIDTH REQ.:38 INCHESSTAIR WIDTH PROVIDED:72 INCHESDIAGONAL DISTANCE = +/-314 FTSTAIR SEPERATION REQUIRED: +/-314 FT/3 = +/-105 FTELEVATOR #1ELEVATOR #2STAIR #2STAIR #1± 56'± 60'± 100'± 100'± 60'± 100'± 100'± 61'± 24'± 16'± 26'± 10'FROM BELOW LEVEL TO LEVEL 5 STAIR #2± 56'LEVEL 5 GARAGE STALL COUNT:STANDARD: 134 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 136 STALLSGENERAL NOTE:FOR GENERAL EGRESS REQUIREMENTS REFER TO BUILDING CODE INFORMATION SHEET.LEGEND:PATH OF TRAVEL15' X STAIR WIDTH STAIR SURGE ZONE (SSZ)(10'X10') ELEVATOR SURGE ZONE (ESZ)+ 0'-0"DOOR EXIT CAPACITY-NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:26 PM405760BRT-405-AZP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AZP50302/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE EXITING PLAN - LEVEL 5SOUTH RENTON TRANSIT CENTERSCALE: 1" = 30'-0"405-AZP503EXITING PLAN LEVEL 5 & 5.51SCALE: 1" = 30'-0"0303060EGRESS PATH TRAVEL DISTANCE LEVEL 5LEVELMAX.EGRESSPATHLENGTHEGRESSCAPACITY INOCCUPANTSEGRESS COMPONENTPROVIDEDMIN DOORWIDTH ININCHESMIN STAIRWIDTH ININCHESLEVEL 5 256 FT 248 36" 72"
12345678910111213KEY NOTES:1. GARAGE POINT OF ENTRY (AT GRADE LEVEL).2. 5 TIER PARKING GARAGE.3. CANOPY.4. BIKE RACK.5. OPTIONAL FUTURE PV PANEL.6. STATION PLATFORM AREA.7. BUS LAY-OVER AREA.8. DUMPSTER ENCLOSURE.9. UTILITY YARD.10. GARAGE DRIVE.11. FIRE DEPARTMENT ACCESSRAINER AVE SBUS BAYBUS BAY1123474S GRADY WAY665891010POTENTIAL FUTURE TRANSIT ORIENTED DEVELOPMENT (TOD)511111111RENTON FM. BUILDING IS FULLY SPRINKLERED)225' - 0" (INCREASE ALLOWED BY CITY OFRENTON FM. BUILDING IS FULLY SPRINKLERED)225' - 0" (INCREASE ALLOWED BY CITY OFEXTENT OF SEATTLE CITY LIGHT OVERHEAD POWERLINE EASEMENTSITE PLAN LEGENDEXTENT OF 20 FT OFFSET FROM PROPERTYGRASS LAWN, SEE LANDSCAPE DRAWINGSLOW LAWN, SEE LANDSCAPE DRAWINGSBIORETENTION PLANTINGS, SEE LANDSCAPE DRAWINGSDECIDUOUS/ACCENT TREES, SEE LANDSCAPE DRAWINGSCONIFER TREES, SEE LANDSCAPE DRAWINGSDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:23:13 PM405770BRT-405-ASP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-ASP50202/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE SITE PLANSOUTH RENTON TRANSIT CENTERSCALE: 1" = 50'-0"05050100NSCALE: 1" = 50'-0"405-ASP502ARCHITECTURAL SITE PLAN1
UPA405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501ADBTP120105BTP120104ELEV#2ELEV#111.62345678910111213BTP120106UPUP4.5%4.5%BTP120101BTP120109BTP1201071BTP120102BTP120103182' - 0"UP TO LEVEL 1.518' - 0"23' - 0"18' - 0"UP TO LEVEL 218' - 0"23' - 0"18' - 0"20' - 0"23' - 0"18' - 0"18' - 0"25' - 6"18' - 0"27' - 9"1344225671405-APP5061405-APP5071405-APP508BTP120108BTP120110BTP120111BTP120112BTP1201132405-APP508CB81091012' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"1' - 4 1/2"23' - 3"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"2' - 10"20' - 0"2' - 8"3' - 6"23' - 3"1' - 4 1/2"60' - 9"60' - 6"60' - 9"3' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"13' - 0"3' - 6"25' - 6"2' - 10"13' - 9 1/2"1' - 4 1/2"12' - 0"STR#1STR#23' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"12' - 6"3' - 6"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"269' - 6"111114' - 6"19' - 3"19' - 3"14' - 6"13' - 9 1/2"1' - 4 1/2"2' - 10"26' - 0"KEY NOTES (THIS SHEET):1. GARAGE POINT OF ENTRY.2. CURTAIN WALL SYSTEM.3. BOLLARD, TYP.4. LINE OF CANOPY ABOVE.5. CONCRETE VEHICLE BARRIER, TYP.6. CABLE BARRIER, TYP.7. CONCRETE COLUMN, TYP SEE STRUCT.8. TYPICAL DIRECTIONAL ARROW STRIPING9. TYPICAL ACCESSIBLE AISLE STRIPING10. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).11. METAL CANE DETECTION RAILINGLEVEL 1 GARAGE STALL COUNT:EV READY:81STALLSEV:14STALLSPO/DO:9STALLSPO/DO ADA:1STALLSEV ADA:2STALLSEV READA ADA: 2STALLSVAN EV READY ADA: 3STALLSMOTORCYCLE: 28STALLSST ONLY: 2STALLSTOTAL CARS: 142STALLSNOTE:FOR WALL TYPES LEGEND REFER TO ENLARGED PLANS.NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:38 PM405780BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50102/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE FLOOR PLAN - LEVEL 1SOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-APP501GARAGE FLOOR PLAN LEVEL 1 & 1.51SCALE: 1/16" = 1'-0"0161632PARKING TYPES - LEVEL ONEPARKING TYPE DESIGNATIONSTALLDIMENSIONMINACCESSAISLEREQUIREDWIDTH DEPTHPICK-UP/ DROP-OFF STALL PU/DO 9'-0" 20'-0" N/AADA PICK-UP/ DROP-OFFSTALLADA PU/DO 9'-0" 20'-0" 60 INCHESADA STALL W/ ELECCHARGINGADA; EV 8'-6" 18'-0" 60 INCHESADA STALL W/ ELECCHARGING INFRASTRUCTUREONLYADA; EVREADY8'-6" 18'-0" 60 INCHESADA VAN STALL W/ CHARINGINFRASTRUCTURE ONLYADA VAN; EVREADY8'-6" 18'-0" 96 INCHESSTANDARD STALL W/ ELECCHARGINGEV 8'-6" 18'-0" N/ASTANDARD STALL W/ ELECCHARGING INFRASTRUCTUREONLYEV READY 8'-6" 18'-0" N/AMOTORCYCLE STALL MC 4'-0" 8'-0" N/ASOUND TRANSIT DEDICATEDSTALLST ONLY 9'-0" 20'-0" N/ALEVEL ONE ROOM SCHEDULEROOM NUMBER ROOM NAME AREABTP120101 ELEVATOR MACHINE ROOM 359 SFBTP120102 SECURITY ROOM 131 SFBTP120103 LACTATION ROOM 76 SFBTP120104 WOMEN'S RESTROOM 169 SFBTP120105 ALL GENDER RESTROOM 41 SFBTP120106 MEN'S RESTROOM 163 SFBTP120107 JANITOR ROOM 144 SFBTP120108 STORAGE 394 SFBTP120109 COMMUNICATIONS ROOM 335 SFBTP120110 SPRINKLER ROOM 223 SFBTP120111 KING COUNTY PANELS ROOM 40 SFBTP120112 ELECTRICAL ROOM 437 SFBTP120113 GENERATOR ROOM 370 SF
UPA405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501AD11.62345678910111213269' - 6"ELEV#2ELEV#1BTP120202BTP120201BTP1202039935522467119108UP4.2%UP4.2%18' - 0"23' - 0"18' - 0"18' - 0"23' - 4"18' - 0"18' - 0"23' - 0"18' - 0"18' - 0"26' - 6"26' - 6"18' - 0"24' - 6"24' - 6"CB1211STR#2STR#112' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"1' - 4 1/2"23' - 3"3' - 6"22' - 0"60' - 9"60' - 6"60' - 9"3' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"13' - 0"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"182' - 0"UP TO LEVEL 3DOWN TO LEVEL 1.5UP TO LEVEL 2.5UP TO LEVEL 2.522' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"2' - 10"22' - 0"22' - 0"20' - 0"2' - 8"3' - 6"23' - 3"1' - 4 1/2"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"19' - 3"22' - 0"3' - 6"22' - 0"3' - 6"3' - 6"25' - 6"2' - 10"13' - 9 1/2"1' - 4 1/2"12' - 0"3' - 6"14' - 6"19' - 3"3' - 6"22' - 0"3' - 6"3' - 6"13' - 9 1/2"1' - 4 1/2"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"2' - 10"14' - 6"3' - 6"26' - 0"3' - 6"12' - 6"KEY NOTES (THIS SHEET):1. BARRIER BEAM AND SIGNAGE BELOW.2. CURTAIN WALL SYSTEM.3. PARKING STALL BELOW; TYP4. BOLLARD, TYP.5. GLAZED CANOPY BELOW, TYP.6. CONCRETE VEHICLE BARRIER, TYP.7. CABLE BARRIER, TYP.8. CONCRETE COLUMN, TYP SEE STRUCT.9. GARAGE SCREENING.10. TYPICAL DIRECTIONAL ARROW STRIPING.11. TYPICAL ACCESSIBLE AISLE STRIPING.12. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).LEVEL 2 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 162 STALLS20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON ONE SIDE. PROVIDE BATT INSULATION IN CAVITY.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITY20 GA 8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYWALL TYPES20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYFULLY GROUTED NOM 8" CMU WALL. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.20 GA 8" MTL STUD @ 16 OC WITH MIN R-13 BATT INSULATION IN CAVITY AND 5/8" GYPSUM WALL BOARD FINISH ON INTERIOR INSIDE. PROVIDE 5/8" GYPSUM BASE SHEATHING, AIR/ WATER BARRIER MEMBRANE, MIN R-7.5 CONTINUOUS RIGID INSULATION, 7/8" MTL FURRING CHANNELS AT 24" OC HORIZONTALLY AND 1 1/2" MTL PANELS ON THE EXTERIOR SIDE. FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" CEMENTITOUS BACKER BOARD w/ FULL HEIGHT TILE FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISHNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:42 PM405790BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50202/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE FLOOR PLAN - LEVEL 2SOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-APP502GARAGE FLOOR PLAN LEVEL 2 & 2.51SCALE: 1/16" = 1'-0"0161632PARKING TYPES - LEVEL TWOPARKING TYPE DESIGNATIONSTALLDIMENSIONMINACCESSAISLEREQUIREDWIDTH DEPTHADA STALL ADA 8'-6" 18'-0" 60 INCHESSTANDARD STALL N/A 8'-6" 18'-0" N/ALEVEL TWO ROOM SCHEDULEROOM NUMBER ROOM NAME AREABTP120201 COMMUNICATIONS CLOSET 123 SFBTP120202 ELECTRICAL CLOSET 124 SFBTP120203 COMMUNICATIONS CLOSET 123 SF
DNUPA405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501AD11.62345678910111213ELEV#2ELEV#1772781134576UP4.2%UP4.2%18' - 0"23' - 0"18' - 0"18' - 0"23' - 4"18' - 0"18' - 0"23' - 0"18' - 0"26' - 6"18' - 0"18' - 0"26' - 6"24' - 6"18' - 0"24' - 6"CBSTR#1STR#2910269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"1' - 4 1/2"23' - 3"3' - 6"22' - 0"60' - 9"60' - 6"60' - 9"14' - 6"3' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"13' - 0"3' - 6"25' - 6"2' - 10"13' - 9 1/2"1' - 4 1/2"12' - 0"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"182' - 0"UP TO LEVEL 4DOWN TO LEVEL 2.5UP TO LEVEL 3.5UP TO LEVEL 3.523' - 3"22' - 0"3' - 6"22' - 0"2' - 10"20' - 0"22' - 0"3' - 6"22' - 0"3' - 6"2' - 8"3' - 6"1' - 4 1/2"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"19' - 3"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"13' - 9 1/2"1' - 4 1/2"2' - 10"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"12' - 6"3' - 6"26' - 0"3' - 6"14' - 6"19' - 3"3' - 6"22' - 0"3' - 6"LEVEL 3 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL: 162 STALLSKEY NOTES (THIS SHEET):1. CURTAIN WALL SYSTEM.2. PARKING STALL BELOW; TYP.3. BOLLARD, TYP.4. CONCRETE VEHICLE BARRIER, TYP.5. CABLE BARRIER, TYP.6. CONCRETE COLUMN, TYP SEE STRUCT.7. GARAGE SCREENING.8. TYPICAL DIRECTIONAL ARROW STRIPING.9. TYPICAL ACCESSIBLE AISLE STRIPING.10. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:45 PM405800BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50302/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE FLOOR PLAN - LEVEL 3SOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-APP503GARAGE FLOOR PLAN LEVEL 3 & 3.51SCALE: 1/16" = 1'-0"0161632PARKING TYPES - LEVEL THREEPARKING TYPE DESIGNATIONSTALLDIMENSIONMINACCESSAISLEREQUIREDWIDTH DEPTHADA STALL ADA 8'-6" 18'-0" 60 INCHESSTANDARD STALL N/A 8'-6" 18'-0" N/A
UPA405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501AD11.62345678910111213ELEV#2ELEV#1BTP120402BTP120401BTP120403UP4.2%UP4.2%18' - 0"23' - 0"18' - 0"18' - 0"23' - 4"18' - 0"18' - 0"23' - 0"18' - 0"24' - 6"24' - 6"26' - 6"18' - 0"18' - 0"26' - 6"772781134576CBSTR#2STR#1269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"1' - 4 1/2"23' - 3"3' - 6"22' - 0"60' - 9"60' - 6"60' - 9"14' - 6"3' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"13' - 0"3' - 6"25' - 6"2' - 10"13' - 9 1/2"1' - 4 1/2"12' - 0"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"109182' - 0"UP TO LEVEL 5DOWN TO LEVEL 3.5UP TO LEVEL 4.5UP TO LEVEL 4.53' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"2' - 10"20' - 0"2' - 8"3' - 6"23' - 3"1' - 4 1/2"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"19' - 3"22' - 0"3' - 6"22' - 0"13' - 9 1/2"1' - 4 1/2"19' - 3"3' - 6"22' - 0"3' - 6"2' - 10"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"12' - 6"3' - 6"26' - 0"3' - 6"14' - 6"KEY NOTES (THIS SHEET):1. CURTAIN WALL SYSTEM.2. PARKING STALL BELOW, TYP.3. BOLLARD, TYP.4. CONCRETE VEHICLE BARRIER, TYP.5. CABLE BARRIER, TYP.6. CONCRETE COLUMN, TYP SEE STRUCT.7. GARAGE SCREENING.8. TYPICAL DIRECTIONAL ARROW STRIPING.9. TYPICAL ACCESSIBLE AISLE STRIPING.10. TYPICAL DIAGONAL STRIPING ( NO PARKING ZONE).LEVEL 4 GARAGE STALL COUNT:STANDARD: 160 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 162 STALLS20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON ONE SIDE. PROVIDE BATT INSULATION IN CAVITY.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITY20 GA 8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYWALL TYPES20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYFULLY GROUTED NOM 8" CMU WALL. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.20 GA 8" MTL STUD @ 16 OC WITH MIN R-13 BATT INSULATION IN CAVITY AND 5/8" GYPSUM WALL BOARD FINISH ON INTERIOR INSIDE. PROVIDE 5/8" GYPSUM BASE SHEATHING, AIR/ WATER BARRIER MEMBRANE, MIN R-7.5 CONTINUOUS RIGID INSULATION, 7/8" MTL FURRING CHANNELS AT 24" OC HORIZONTALLY AND 1 1/2" MTL PANELS ON THE EXTERIOR SIDE. FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" CEMENTITOUS BACKER BOARD w/ FULL HEIGHT TILE FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISHNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:48 PM405810BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50402/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE FLOOR PLAN - LEVEL 4SOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-APP504GARAGE FLOOR PLAN LEVEL 4 & 4.51SCALE: 1/16" = 1'-0"0161632PARKING TYPES - LEVEL FOURPARKING TYPE DESIGNATIONSTALLDIMENSIONMINACCESSAISLEREQUIREDWIDTH DEPTHADA STALL ADA 8'-6" 18'-0" 60 INCHESSTANDARD STALL N/A 8'-6" 18'-0" N/ALEVEL FOUR ROOM SCHEDULEROOM NUMBER ROOM NAME AREABTP120401 COMMUNICATIONS CLOSET 123 SFBTP120402 ELECTRICAL CLOSET 124 SFBTP120403 COMMUNICATIONS CLOSET 123 SF
DNA405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501AD11.62345678910111213ELEV#2ELEV#1UP4.2%UP4.2%18' - 0"23' - 0"18' - 0"18' - 0"23' - 8"18' - 0"18' - 0"23' - 0"18' - 0"24' - 6"24' - 6"26' - 6"18' - 0"18' - 0"26' - 6"772781134576CBSTR#1STR#2910269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"60' - 9"60' - 6"60' - 9"14' - 6"3' - 6"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"13' - 0"3' - 6"25' - 6"2' - 10"13' - 9 1/2"1' - 4 1/2"12' - 0"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"19' - 3"182' - 0"DOWN TO LEVEL 4.5UP TO LEVEL 5.5UP TO LEVEL 5.51' - 4 1/2"23' - 3"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"3' - 6"22' - 0"2' - 10"20' - 0"2' - 8"3' - 6"23' - 3"1' - 4 1/2"13' - 9 1/2"1' - 4 1/2"2' - 10"26' - 0"3' - 6"12' - 6"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"16' - 8"3' - 6"12' - 6"3' - 6"26' - 0"3' - 6"14' - 6"19' - 3"3' - 6"22' - 0"3' - 6"LEVEL 5 GARAGE STALL COUNT:STANDARD: 134 STALLSACCESSIBLE: 2 STALLSTOTAL CARS: 136 STALLSKEY NOTES (THIS SHEET):1. CURTAIN WALL SYSTEM.2. PARKING STALL BELOW; TYP3. BOLLARD, TYP.4. CONCRETE VEHICLE BARRIER, TYP.5. CABLE BARRIER, TYP.6. CONCRETE COLUMN, TYP SEE STRUCT.7. GARAGE SCREENING.8. TYPICAL DIRECTIONAL ARROW STRIPING.9. TYPICAL ACCESSIBLE AISLE STRIPING.10. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:50 PM405820BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50502/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE FLOOR PLAN - LEVEL 5SOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-APP505GARAGE FLOOR PLAN LEVEL 5 & 5.51SCALE: 1/16" = 1'-0"0161632PARKING TYPES - LEVEL FIVEPARKING TYPE DESIGNATIONSTALLDIMENSIONMINACCESSAISLEREQUIREDWIDTH DEPTHADA STALL ADA 8'-6" 18'-0" 60 INCHESSTANDARD STALL N/A 8'-6" 18'-0" N/A
UPA10111213ALL GENDERRESTROOMBTP120105WOMEN'SRESTROOMBTP120104ELEVATOR #2ELEV#2MEN'SRESTROOMBTP120106ESZSSZSECURITYROOMBTP120102LACTATIONROOMBTP1201039671021131214192015171612ELEVATOR #1ELEV#118"18"CLR32"CLR32"1' - 9"HOISTWAY9' - 0" CLRHOISTWAY9' - 0" CLR5' - 1"ESZHOISTWAY11' - 4" CLR18"18"CLR60"EQEQ11111125' - 6"8' - 0"12' - 0"47' - 4"1' - 0"6' - 3"10' - 8"6' - 8"13' - 6"5' - 9 5/8"7' - 8 3/4"5' - 5 5/8"11 THREADS @ 11" EA.10' - 1"LANDING6' - 0"STAIR #1STR#13 1/2"4' - 4 1/2"6"6' - 0"6' - 0"1' - 0"UP1' - 0"16' - 1"CLCLCLCLCL1' - 0"122518813223CLR49"36" TYPALIGN25' - 4"1' - 4"1' - 4"CLR12"CLR12"5' - 8"1' - 8"8' - 10"1' - 2"36" TYPCLR3' - 9"CLR4' - 1 3/4"2' - 0"8' - 8"5' - 4"2' - 4"2' - 0"2232324KEY NOTES (THIS SHEET):1. CONCRETE FLOOR, SEE STRUCT.2. CURTAIN WALL SYSTEM.3. REQUIRED ADA WATER CLOSET CLEAR SPACE.4. BOLLARD, TYP.5. CONCRETE COLUMN, TYP SEE STRUCT.6. TICKET WINDOW.7. P-LAM COUNTER.8. SINK.9. PRIVACY CURTAIN.10. P-LAM BASE CABINET BELOW.11. RESTROOM IDENTIFICATION DOOR SIGN.12. TYPICAL LAVATORY.13. SOLID SURFACE COUNTER.14. URINAL, SEE PLUMBING.15. TYPICAL WATER CLOSET, SEE PLUMBING.16. TYPICAL 36" GRAB BAR.17. TYPICAL 42" GRAB BAR.18. TYPICAL SEAT COVER DISPENSER.19. TYPICAL TOILET TISSUE DISPENSER.20. TYPICAL NAPKIN DISPOSAL.21. TYPICAL PAPER TOWEL DISPENSER.22. PERFORATED METAL PANEL RAILING.23. THERMALLY BROKEN ALUMINUM WINDOW24. METAL CANE DETECTION RAILINGLEGEND:15' X STAIR WIDTH STAIR SURGE ZONE (SSZ)(10'X10') ELEVATOR SURGE ZONE (ESZ)20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON ONE SIDE. PROVIDE BATT INSULATION IN CAVITY.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITY20 GA 8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYWALL TYPES20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYFULLY GROUTED NOM 8" CMU WALL. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.20 GA 8" MTL STUD @ 16 OC WITH MIN R-13 BATT INSULATION IN CAVITY AND 5/8" GYPSUM WALL BOARD FINISH ON INTERIOR INSIDE. PROVIDE 5/8" GYPSUM BASE SHEATHING, AIR/ WATER BARRIER MEMBRANE, MIN R-7.5 CONTINUOUS RIGID INSULATION, 7/8" MTL FURRING CHANNELS AT 24" OC HORIZONTALLY AND 1 1/2" MTL PANELS ON THE EXTERIOR SIDE. FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" CEMENTITOUS BACKER BOARD w/ FULL HEIGHT TILE FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISHNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:52 PM405830BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50602/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE ENLARGED FLOOR PLANSOUTH RENTON TRANSIT CENTER0448SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"405-APP506GARAGE ENLARGED FLOOR PLAN LEVEL 11
8910COMMUNICATIONSROOMBTP120109STORAGEBTP120108JANITORROOMBTP120107CB60' - 6"15' - 4"17' - 4"6' - 6 3/8"21335489625' - 6"12' - 0"725' - 6"10111219' - 10"40' - 8"2KEY NOTES (THIS SHEET):1. CONCRETE WALL, SEE STRUCT.2. CMU WALL.3. CONCRETE COLUMN, TYP SEE STRUCT.4. MOTORCYCLE STALL, TYP.5. ST ONLY PARKING STALL.6. CONCRETE FLOOR, SEE STRUCT.7. PARKING STALL W/ ELEC CHARGING INFRASTRUCTURE.8. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).9. CABLE BARRIER, TYP.10. FLOOR MOUNTED MOP SINK11. BUILT-IN SHELFING12. EMERGENCY EYEWASH.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON ONE SIDE. PROVIDE BATT INSULATION IN CAVITY.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITY20 GA 8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYWALL TYPES20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYFULLY GROUTED NOM 8" CMU WALL. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.20 GA 8" MTL STUD @ 16 OC WITH MIN R-13 BATT INSULATION IN CAVITY AND 5/8" GYPSUM WALL BOARD FINISH ON INTERIOR INSIDE. PROVIDE 5/8" GYPSUM BASE SHEATHING, AIR/ WATER BARRIER MEMBRANE, MIN R-7.5 CONTINUOUS RIGID INSULATION, 7/8" MTL FURRING CHANNELS AT 24" OC HORIZONTALLY AND 1 1/2" MTL PANELS ON THE EXTERIOR SIDE. FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" CEMENTITOUS BACKER BOARD w/ FULL HEIGHT TILE FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISHNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:53 PM405840BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50702/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE ENLARGED FLOOR PLANSOUTH RENTON TRANSIT CENTER0448SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"405-APP507GARAGE ENLARGED FLOOR PLAN LEVEL 11
111213KING COUNTYPANELS ROOMBTP120111SPRINKLERROOMBTP120110/MATCH LINE2405-APP508B21236ELECTRICALROOMBTP1201121' - 8"5' - 1"2' - 7"7' - 11 3/8"20' - 0"8' - 0"12' - 0"ALIGNALIGN14' - 0"2' - 0"4' - 7"WOMEN'SRESTROOMBTP120104MEN'SRESTROOMBTP120106111213/MATCH LINE1405-APP508ELECTRICALROOMBTP120112GENERATORROOMBTP120113C216' - 10 3/8"1' - 8"20' - 0"32541128' - 0"12' - 0"ALIGN23' - 5 5/8"1' - 9"78KEY NOTES (THIS SHEET):1. CMU WALL, SEE STRUCT.2. CONCRETE COLUMN, TYP SEE STRUCT.3. BOLLARD, TYP.4. REMOVABLE FULL HEIGHT WIRE MESH SCREEN.5. TYPICAL DIAGONAL STRIPING (NO PARKING ZONE).6. CHAINLINK PARTITION.7.CONCRETE VEHICLE BARRIER PER STRUCTURAL; TYP.8. METAL LOUVER; REFER TO MECHANICAL DRAWINGS; TYP20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON ONE SIDE. PROVIDE BATT INSULATION IN CAVITY.20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITY20 GA 8" MTL STUD @ 16 OC WITH 5/8" CEMENTITIOUS BACKER BOARD & FULL HEIGHT TILE FINISH ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYWALL TYPES20 GA 3 5/8" MTL STUD @ 16 OC WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE BATT INSULATION IN CAVITYFULLY GROUTED NOM 8" CMU WALL. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.20 GA 8" MTL STUD @ 16 OC WITH MIN R-13 BATT INSULATION IN CAVITY AND 5/8" GYPSUM WALL BOARD FINISH ON INTERIOR INSIDE. PROVIDE 5/8" GYPSUM BASE SHEATHING, AIR/ WATER BARRIER MEMBRANE, MIN R-7.5 CONTINUOUS RIGID INSULATION, 7/8" MTL FURRING CHANNELS AT 24" OC HORIZONTALLY AND 1 1/2" MTL PANELS ON THE EXTERIOR SIDE. FULLY GROUTED NOM 8" CMU WALL WITH MIN R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" CEMENTITOUS BACKER BOARD w/ FULL HEIGHT TILE FINISH. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL.R-11.4 CONTINUOUS RIGID INSULATION & 20 GA 2 1/2" MTL STUD FURRING @ 16 OC & 5/8" GYPSUM WALL BOARD FINISHNNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:54 PM405850BRT-405-APP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-APP50802/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE ENLARGED FLOOR PLANSOUTH RENTON TRANSIT CENTERSCALE: 1/4" = 1'-0"405-APP508GARAGE ENLARGED FLOOR PLAN LEVEL 11SCALE: 1/4" = 1'-0"405-APP508GARAGE ENLARGED FLOOR PLAN LEVEL 120448SCALE: 1/4" = 1'-0"
A405-AEE501B405-AEE502A405-AEE502B405-AEE501A405-AEX501B405-AEX501AD11.623456789101112138' - 6"1/2" / 1'-0"1/2" / 1'-0"114133567CB1/2" / 1'-0"554460' - 9"60' - 6"60' - 9"182' - 0"269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"222KEY NOTES:1. SINGLE PLY ROOFING W/ MIN SOLAR REFLECTIVE INDEX (SRI) OF 82.2. OPTIONAL FUTURE PV PANEL3. GLASS CANOPY BELOW4. SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT, TYP.5. PARAPET, TYP6. CONCRETE COLUMN TYP, SEE STRUCT7. RAILING, TYPALLOCATE 30% OF UNOCCUPIED ROOF SPACE FOR FUTURE PV IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODEGENERAL PV NOTE:NNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:56 PM405860BRT-405-ARP500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-ARP50102/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE ROOF PLANSOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"0161632SCALE: 1/16" = 1'-0"405-ARP501GARAGE ROOF PLAN1
LEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"STR RF FRAMING54' -6"B405-AEX50111.62345678910111213LEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"METAL PANEL CLADDING; TYPAL CURTAIN WALL SYSTEM; TYPMETAL PANEL REVEAL; TYPHIGH PERFORMANCE COATED METAL FRAME WITH WIRE MESH SCREEN; TYPGLAZED CANOPY; TYPAL STOREFRONT SYSTEM; TYPSTACK BOND CMU WALL; TYPCONCRETE COLUMN PER STRUCTURAL; TYPCONCRETE VEHICLE BARRIER PER STRUCTURAL; TYPENTRANCE CANOPY AND SIGNAGEPAINTED METAL GUARD RAIL; TYPSTAINLESS STEEL SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT; TYPHIGH PERFORMANCE COATED METAL GARAGE SCREENINGHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORTGLAZED CANOPY BEYOND269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"OPTIONAL FUTURE PV PANEL BEYOND; TYP64'-1 1/2"MAX BLDG HGTLEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"STR RF FRAMING54' -6"A405-AEX501ADLEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"CBHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORT/ SCREEN182' - 0"60' - 9"60' - 6"60' - 9"METAL PANEL CLADDING; TYPAL CURTAIN WALL SYSTEM; TYPMETAL PANEL REVEAL; TYPHIGH PERFORMANCE COATED METAL FRAME WITH WIRE MESH SCREEN; TYPGLAZED CANOPY; TYPAL STOREFRONT SYSTEM; TYPCONCRETE COLUMN PER STRUCTURAL; TYPCONCRETE VEHICLE BARRIER PER STRUCTURAL; TYPSTAINLESS STEEL SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT; TYPHIGH PERFORMANCE COATED METAL GARAGE SCREENINGBARRIER BEAM AND SIGNAGEOVERHEAD ROLL UP DOORHM METAL DOOR AND DOOR FRAME; TYPOPTIONAL FUTURE PV PANEL BEYOND; TYPGARAGE SCREEN MATERIAL SHALL HAVE PERFORATION OR OPENING THAT MEETS 2018 IBC 406.5.2OPENINGS REQUIREMENTS FOR NATURAL VENTILATION PURPOSES.FACADE DESIGN SHALL COMPLY TO CITY OF RENTON'S URBAN DESIGN REGULATIONS SECTION 4-3-100FACADE SCREEN AND FACADE DESIGN NOTE:ALLOCATE 30% OF UNOCCUPIED ROOF SPACE FOR FUTURE PV IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODEGENERAL PV NOTE:NOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APPREVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:21:44 PM405870BRT-405-AEE500AE 0054-17XX/XX/XXXX02/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AEE50102/11/2022R. GORMANF. ReviewedPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE EXTERIOR ELEVATIONS - NORTH AND EASTSOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-AEE501NORTH ELEVATIONASCALE: 1/16" = 1'-0"405-AEE501EAST ELEVATIONBSCALE: 1/16" = 1'-0"0161632
LEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"STR RF FRAMING54' -6"B405-AEX50111.62345678910111213LEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"STAINLESS STEEL SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT; TYPMETAL PANEL CLADDING; TYPAL CURTAIN WALL SYSTEM; TYPMETAL PANEL REVEAL; TYPPAINTED METAL GUARD RAIL; TYPENTRANCE SIGNAGEHIGH PERFORMANCE COATED METAL GARAGE SCREENINGHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORTOPTIONAL FUTURE PV PANEL BEYOND; TYPHIGH PERFORMANCE COATED METAL FRAME WITH WIRE MESH SCREEN; TYPGLAZED CANOPY; TYPENTRANCE SIGNAGEGLAZED CANOPY BEYONDCONCRETE COLUMN PER STRUCTURAL; TYPOPTIONAL FUTURE PV PANEL BEYOND; TYPLEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"STR RF FRAMING54' -6"A405-AEX501AD182' - 0"LEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"CB60' - 9"60' - 6"60' - 9"STAINLESS STEEL SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT; TYPMETAL PANEL CLADDING; TYPAL CURTAIN WALL SYSTEM; TYPMETAL PANEL REVEAL; TYPBARRIER BEAM AND SIGNAGEOVERHEAD ROLL UP DOORGLAZED CANOPY; TYPHIGH PERFORMANCE COATED METAL FRAME WITH WIRE MESH SCREEN; TYPOPTIONAL FUTURE PV PANEL BEYOND; TYPHIGH PERFORMANCE COATED METAL GARAGE SCREENINGHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORT/ SCREENGARAGE SCREEN MATERIAL SHALL HAVE PERFORATION OR OPENING THAT MEETS 2018 IBC 406.5.2OPENINGS REQUIREMENTS FOR NATURAL VENTILATION PURPOSES.FACADE DESIGN SHALL COMPLY TO CITY OF RENTON'S URBAN DESIGN REGULATIONS SECTION 4-3-100FACADE SCREEN AND FACADE DESIGN NOTE:ALLOCATE 30% OF UNOCCUPIED ROOF SPACE FOR FUTURE PV IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODEGENERAL PV NOTE:NOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:22 PM405880BRT-405-AEE500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AEE50202/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE EXTERIOR ELEVATIONS - SOUTH AND WESTSOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-AEE502SOUTH ELEVATIONASCALE: 1/16" = 1'-0"405-AEE502WEST ELEVATIONBSCALE: 1/16" = 1'-0"0161632
DRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:22 PMNTS405890BRT-405-AEE500AE 0054-1702/11/2022DesignerAuthorCheckerApproverI-405 BRTCONTRACT UNIT DESCRIPTION 5405-AEE50302/11/2022R. GORMANARCHITECTURALGARAGE EXTERIOR 3D - NW/ SE VIEWSSOUTH RENTON TRANSIT CENTERSCALE: NTS405-AEE503SOUTHEAST VIEWBSCALE: NTS405-AEE503NORTHWEST VIEWA
DRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:22 PMNTS405900AE 0054-1702/11/2022DesignerAuthorCheckerApproverI-405 BRTCONTRACT UNIT DESCRIPTION 5405-AEE50402/11/2022R. GORMANARCHITECTURALGARAGE EXTERIOR 3D - NE/ SW VIEWSSOUTH RENTON TRANSIT CENTERSCALE: NTS405-AEE504SOUTHWEST VIEWBSCALE: NTS405-AEE504NORTHEAST VIEWA
LEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"11.62345678910111213269' - 6"12' - 0"8' - 0"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"25' - 6"8' - 0"12' - 0"LEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"CABLE RAILING; TYPGLAZED CANOPYHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORT; TYPCONCRETE DECK PER STRUCTURAL; TYPCONCRETE RAMP PER STRUCTURAL; TYPOPTIONAL FUTURE PV PANELS BEYOND, TYP8' - 5"7' - 5"LEVEL 10' -0"LEVEL 211' -6"LEVEL 322' -0"LEVEL 432' -6"LEVEL 543' -0"T.O. PARAPET51' -9"AD182' - 0"LEVEL 2.516' -9"LEVEL 3.527' -3"LEVEL 4.537' -9"LEVEL 5.548' -3"LEVEL 1.55' -9"CB60' - 9"60' - 6"60' - 9"124 SFELECTRICAL CLOSET124 SFELECTRICAL CLOSET370 SFGENERATOR ROOM437 SFELECTRICAL ROOM131 SFSECURITY ROOM169 SFWOMEN'S RESTROOM223 SFSPRINKLER ROOMHIGH PERFORMANCE COATED STRUCTURAL SCREEN SUPPORT; TYPOVERHEAD ROLL UP DOORHIGH PERFORMANCE COATED METAL FRAME WITH WIRE MESH SCREEN; TYPSTAINLESS STEEL SHEET METAL SCUPPER, CONDUCTOR HEAD AND DOWNSPOUT; TYPOPTIONAL FUTURE PV PANELS, TYPSTAIR #1CONCRETE DECK PER STRUCTURAL; TYPNOT FOR CONSTRUCTIONDRAWING NO.:FACILITY ID:SHEET No: REV:SCALE:FILENAME:CONTRACT No.:SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:No.DATEDSN CHK APP REVISIONAS NOTEDPRELIMINARYBIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-A-v2020.rvt1/26/2022 4:22:33 PM405910BRT-405-AEX500AE 0054-1702/11/2022I-405 BRTCONTRACT UNIT DESCRIPTION 5405-AEX50102/11/2022R. GORMANPHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTALARCHITECTURALGARAGE LONGITUDINAL AND TRANSVERSE SECTIONSSOUTH RENTON TRANSIT CENTERSCALE: 1/16" = 1'-0"405-AEX501LONGITUDINAL SECTIONASCALE: 1/16" = 1'-0"405-AEX501TRANSVERSE SECTIONBSCALE: 1/16" = 1'-0"0161632
ABBREVIATIONS - MECHANICAL
ABV ABOVE
AC AIR CONDITIONING UNIT
ACC AIR COOLED CONDENSER
ACD AUTOMATIC CONTROL DAMPER
AD ACCESS DOOR
AL ACOUSTICAL LINING
ARCH ARCHITECTURAL
ATC AUTOMATIC TEMPERATURE CONTROL
BD BALANCING DAMPER
BDD BACK DRAFT DAMPER
BMS BUILDING MANAGEMENT SYSTEM
BHP BRAKE HORSE POWER
BTU BRITISH THERMAL UNIT
CC COOLING COIL
CD CEILING DIFFUSER
CFM CUBIC FEET PER MINUTE
CG CEILING GRILLE
CR CEILING REGISTER
DB DRY BULB
DIA DIAMETER
DN DOWN
DX DIRECT EXPANSION
(E)EXISTING TO REMAIN
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB
EF EXHAUST FAN
EFF EFFICIENCY
ELEV ELEVATOR
EHC ELECTRIC HEATING COIL
EUH ELECTRIC UNIT HEATER
EWB ENTERING WET BULB
°F DEGREES FAHRENHEIT
F FILTER
FBO FURNISHED BY OTHERS
FC FLEXIBLE CONNECTION (DUCT OR PIPE)
FD FUSIBLE LINK FIRE DAMPER W/ DUCT ACCESS DOOR
FLR FLOOR
FLA FULL LOAD AMPS
FPI FINS PER INCH
FRE FIRE RATED ENCLOSURE
FSD COMBINATION FIRE AND SMOKE DAMPER
FT FEET
HC HEATING COIL
HTP HEAT PUMP
HP HORSE POWER
HR HOUR
HRU HEAT RECOVERY UNIT
ID INSIDE DIMENSION
KW KILOWATT
KWH KILOWATT HOURS
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LWS LOUVER WITH WIRE SCREEN
MAT MIXED AIR TEMPERATURE
MAX MAXIMUM
MBH THOUSAND BTU PER HOUR
MFG MANUFACTURER
ABBREVIATIONS - MECHANICAL
MFS MAXIMUM FUSE SIZE
MIN MINIMUM
MOCP MAXIMUM OVERCURRENT PROTECTION
NC NORMALLY CLOSED
NFA NET FREE AREA
NIC NOT IN THIS CONTRACT
NK NECK
NO NORMALLY OPEN
NTS NOT TO SCALE
OAI OUTSIDE AIR INTAKE
OBD OPPOSED BLADE DAMPER
OD OUTSIDE DIMENSION
PD PRESSURE DROP
PSI POUNDS PER SQUARE INCH (GAUGE)
PSIA POUNDS PER SQUARE INCH ABSOLUTE
RA RETURN AIR
RF RETURN FAN
RH RELATIVE HUMIDITY
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SAD SEE ARCHITECTURAL DRAWINGS
SF SUPPLY FAN
SED SEE ELECTRICAL DRAWINGS
SENS SENSIBLE
SM SHEET METAL
SP STATIC PRESSURE
SQFT SQUARE FEET
ST SOUND TRAP
TX TOILET EXHAUST
TYP TYPICAL
UH UNIT HEATER
UON UNLESS OTHERWISE NOTED
VAR VARIABLE
VD VOLUME DAMPER
VFD VARIABLE FREQUENCY DRIVE
W/WITH
WB WET BULB
WG WATER GAUGE
WMS WIRE MESH SCREEN
WO-SIZE WALL OPENING - [SIZE]
(300) CUBIC FEET OR AIR PER MINUTE OR GALLONS PER MINUTE
CEILING DIFFUSER
1-WAY BLOW 3-WAY BLOW
4-WAY BLOW2-WAY BLOW
MECHANICAL LEGEND AND ABBREVIATIONS
18x12
18x12
DUCTWORK LEGEND
U
MISCELLANEOUS
18
18
2
M3.1
CT
1-1
SR-A,12x8 1
M2.1
WO-SIZE
(200)
SR-A,12x8
(200)
(200)
ER-C,12x8
(200)
ER-C,12x8
CD-1,12x12
(550)
CD-1,12x12
(550)
DUCTWORK LEGEND (CONTINUED)
RETURN/EXHAUST REGISTER OR GRILLE WITH
FLEXIBLE DUCT CONNECTION
CEILING DIFFUSER WITH FLEXIBLE DUCT
CONNECTION
RETURN/EXHAUST REGISTER OR GRILLE
UNDERCUT DOOR
TRANSFER GRILLES ON BOTH SIDES OF
PARTITION OR WALL (SIZE)
WALL OPENING ABOVE HUNG CEILING (SIZE)
SUPPLY REGISTER WITH AIR OUTLET DEVICE
DESIGNATION
RETURN OR EXHAUST REGISTER OR GRILLE
WITH AIR INLET DEVICE DESIGNATION
BACK DRAFT DAMPER WITH DUCT ACCESS
DOOR
DUCT SPLIT WITH SPLIT SIZE
RADIUS ELBOW
RECTANGULAR SUPPLY DUCT UP
RECTANGULAR SUPPLY DUCT DOWN
RECTANGULAR RETURN OR EXHAUST DUCT UP
RECTANGULAR RETURN OR EXHAUST DUCT DOWN
ROUND DUCT, UP
ROUND DUCT, DOWN
BEAM PENETRATION
DUCT SIZE (CLEAR INSIDE DIMENSION)
FIRST FIGURE INDICATES PLAN SIZE
ROUND DUCT DIAMETER SIZE (CLEAR INSIDE DIMENSION)
DIAMETER
RISER DESIGNATION
SECTION DESIGNATION
DETAIL DESIGNATION
EQUIPMENT DESIGNATION
AIR
OUTLET/INLET
DEVICE
DESIGNATION
RISER SERVICE
RISER NUMBER
SECTION NUMBER
DRAWING NUMBER
DETAIL NUMBER
DRAWING NUMBER
EQUIPMENT TYPE
EQUIPMENT FLOOR
AND NUMBER
TYPE
NECK OR
FACE SIZE
CFM
SIDE, TOP OR BOTTOM DUCT ACCESS DOOR
ELBOW WITH TURNING VANES
RECTANGULAR BRANCH TAKEOFF WITH
BALANCING DAMPER
HW
1
8x6
8x616x6
16x6
DRAWING REVISION DESIGNATION WITH NUMBERS
KEYNOTE
1
AUTOMATIC CONTROL DAMPER
VOLUME DAMPER IN DUCT
DUCT LINING (DUCT SIZE
NOTED INDICATES INSIDE DIMENSIONS)
FLEXIBLE CONNECTION
FLEXIBLE DUCT
RECTANGULAR OR SQUARE TO ROUND OR
OVAL TRANSITION
DUCT END/CAP
T TEMPERATURE SENSOR/THERMOSTAT
PIPING LEGEND
REFRIGERANT LIQUID PIPING
RL
RL
REFRIGERANT SUCTION PIPINGRS
RS
ELBOW TURNED UP
ELBOW TURNED DOWN
TOP PIPE CONNECTION
UNION
SHUT-OFF VALVE
BOTTOM PIPE CONNECTION
CAPPED PIPE WITH SHUT-OFF VALVE
D CONDENSING UNIT
ACU AIR CONDITIONING UNIT
ARROW INDICATES DIRECTION OF FLOW
CONDENSATE DRAIN PIPINGD
D
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:24:54 PM405
92 0
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TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHN501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC LEGENDS AND ABBREVIATIONS
BRT-405-MHP500N
GENERAL NOTES:
1. THE FOLLOWING NOTES APPLY TO ALL MECHANICAL DRAWINGS. ADDITIONAL NOTES MAY BE INDICATED ON INDIVIDUAL DRAWINGS.
2. DRAWINGS INDICATE THE WORK OF THE TRADES. VERIFY LOCATION OF EQUIPMENT, ROUGH-IN LOCATIONS, AND TYPE OF CONNECTIONS
PRIOR TO PREPARATION OF SHOP DRAWINGS SUBMITTALS , AND PRIOR TO INSTALLATION OF SERVICE CONNECTIONS.
DO NOT INTERFERE WITH ACCESS FOR MAINTENANCE AND REMOVAL OR REPLACEMENT OF EQUIPMENT.
3. COORDINATE THE PHASING AND INSTALLATION OF NEW WORK WITH THE WORK OF ALL OTHER TRADES. BEAR THE EXPENSE FOR ANY
ADDITIONAL WORK WHICH MAY BE CAUSED BY IMPROPER SEQUENCING OF CONSTRUCTION ACTIVITIES.
4. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS OF DEVICES IN FINISHED AREAS AND AT HEIGHTS INDICATED ON
ARCHITECTURAL ELEVATIONS. LOCATE MECHANICAL DEVICES (E.G. TEMPERATURE SENSORS, PANELS AND SWITCHES), SO THAT THEY
DO NOT CONFLICT WITH GENERAL CONSTRUCTION (E.G. WAINSCOT, DOOR HARDWARE), ELECTRICAL DEVICES (E.G. LIGHT SWITCHES,
SPEAKERS, OUTLETS), AND THE WORK OF OTHER TRADES.
5. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GENERAL CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EQUIPMENT
HOUSEKEEPING PADS, PENETRATION DETAILS, FLASHING AND SEALING DETAILS, AND OTHER ELEMENTS OF GENERAL CONSTRUCTION.
COORDINATE THE SIZE AND LOCATION OF EQUIPMENT HOUSEKEEPING PADS WITH APPROVED EQUIPMENT SO THAT HOUSEKEEPING
PADS ARE NOMINALLY 4" HIGH UNLESS INDICATED OTHERWISE, AND EXTEND 6" MINIMUM IN ALL DIRECTIONS FRO THE HORIZONTAL
LIMITS OF THE EQUIPMENT WHICH THY SUPPORT.
6. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CEILING MOUNTED ITEMS, INSTALL CEILING MOUNTED ITEMS IN THE CENTER
OF CEILING TILES, IN THE CENTER OF ROOMS, OR WHERE INDICATED ON ARCHITECTURAL DRAWINGS. WHERE LOCATION OF ITEMS ARE
NOT INDICATED ON ARCHITECTURAL DRAWINGS, OBTAIN DIRECTIONS FROM ARCHITECT PRIOR TO ROUGH-IN AND INSTALLATION.
7. COORDINATE EQUIPMENT POWER CONNECTION AND ELECTRICAL CHARACTERISTICS WITH ELECTRICAL DRAWINGS AND CONNECTION REQUIREMENTS.
COORDINATE VARIATION IN ELECTRICAL CHARACTERISTICS FROM SCHEDULE VALUES. CHANGES TO ELECTRICAL CHARACTERISTICS (E.G. VOLTAGE,
AMPS, HORSEPOWER ETC.)SHALL BE SUBJECT TO APPROVAL. BEAR THE TOTAL EXPENSE FOR REQUIRED REVISIONS TO THE ELECTRICAL SCOPE OF
WORK CAUSED BY VARIATION FROM THE SCHEDULED REQUIREMENTS.
8. EQUIPMENT SHORT CIRCUIT RATINGS (SCCR) SHALL BE NOT LESS THAN THE INTERRUPTING RATING OF THE BRANCH CIRCUIT OVERCURRENT
PROTECTIVE DEVICE SUPPLYING POWER TO THE EQUIPMENT. REFER TO SCHEDULES FOR BRANCH CIRCUIT OVERCURRENT DEVICE INTERRUPTING
RATINGS.
9. COORDINATE THE LOCATION OF WORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES AND OTHER CEILING MOUNTED DEVICES AS REQUIRED TO
ALLOW FOR REMOVAL AND MAINTENANCE ACCESS.
10. DO NOT RESTRICT ACCESS TO ELECTRICAL CABLE TRAYS. AT A MINIMUM, ALLOW 18" CLEAR ON ONE SIDE OF CABLE TRAYS UP TO AN ELEVATION OF 6"
ABOVE THE TOP OF THE CABLE TRAY. MAINTAIN 12" MINIMUM CLEARANCE OVER TOP OF CABLE TRAYS EXCEPT WHERE DUCT, PIPING, OR CONDUIT
CROSS PERPENDICULAR TO CABLE TRAY, THIS CLEARANCE MAY BE REDUCED TO 6" OVER A DISTANCE OF NO MORE THAN 36" ALONG THE CABLE TRAY.
PROVIDE NO LESS THAN 36" BETWEEN AREAS OF REDUCED CLEARANCE AND MAINTAIN INDICATED ACCESS ON THE SAME SIDE OF THE CABLE TRAY
EXCEPT WHERE OTHERWISE APPROVED. DO NOT CONNECT OTHER TRADE ITEMS TO CABLE TRAY, CABLE TRAY SUPPORTS OR CABLE TRAY SEISMIC
RESTRAINTS.
11. PROVIDE SUPPORT AND SEISMIC RESTRAINTS FOR PIPES, AND EQUIPMENT AS SPECIFIED, AS REQUIRED, AND AS SHOWN ON THE DRAWINGS.IF
REQUIRED FOR INSTALLATION OF PIPES, DUCTS, AND EQUIPMENT, DESIGN AND PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMN,
JOISTS, AND STRUCTURAL FRAME TO MEET SUPPORT AND SEISMIC RESTRAINT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL
MEMBERS AND ANCHORAGES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
REFER TO STRUCTURAL DRAWINGS FOR DESIGN CRITERIA. SUBMIT STRUCTURAL MEMBER SHOP DRAWINGS AND CALCULATIONS FOR REVIEW.
STRUCTURAL MEMBERS, BOLTS, AND WELDS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SHOWN ON THE STRUCTURAL DRAWINGS AND
INDICATED IN THE SPECIFICATIONS. NO WELDING, BOLTING, OR OTHER MEANS OF ATTACHMENTS TO THE STRUCTURAL MEMBERS SHALL BE MADE ON
PORTIONS OF STRUCTURAL MEMBERS AT OR NEAR CONNECTIONS BETWEEN STRUCTURAL MEMBERS ON ANY ELEMENTS DESIGNATED IN THE SEISMIC
LOAD RESISTING SYSTEMS UNLESS APPROVED BY THE STRUCTURAL ENGINEER. SUPPORTS SHALL NOT INDUCE TORSIONAL LOAD INTO SUPPORTING
STRUCTURAL FRAMING.
12. DO NOT CORE DRILL OR DRILL THROUGH BEAMS, COLUMNS OR SHEAR WALLS UNLESS INDICATED ON STRUCTURAL DRAWINGS OR AS APPROVED BY
THE STRUCTURAL ENGINEER.
13. PROVIDE PIPE SLEEVES AND PENETRATION SEALS AS REQUIRED FOR THE INSTALLATION OF PIPING SYSTEMS. REFER TO SPECIFICATIONS FOR
REQUIREMENTS.
14. COORDINATE THE LAYOUT OF EQUIPMENT, DUCTWORK, PIPING, AND APPURTENANCE SO THAT IT FITS INTO THE SPACE ALLOTTED. PROVIDE SERVICE
ACCESS AND CLEARANCE AS INDICATED ON DRAWINGS, AS REQUIRED BY CODES, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE
INSTALLATION, REMOVAL, ENTRY, SERVICING, AND MAINTENANCE OF EQUIPMENT. PRIOR TO INSTALLATION, COORDINATE LAYOUT OF EQUIPMENT,
DUCTWORK, PIPING, AND APPURTENANCES WITH ALL OTHER TRADES TO AVOID BLOCKING SERVICE OR REPLACEMENT ACCESS FOR NEW AND
EXISTING EQUIPMENT AND EQUIPMENT INSTALLED BY OTHERS.
15. DRAWINGS ARE DIAGRAMMATIC AND SHOW APPROXIMATE LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, AND APPURTENANCES. DRAWINGS DO NOT
SHOW REQUIRED TRANSITIONS, OFFSETS, FITTING, AND DEVICES. REFER TO DETAILS, DIAGRAMS, AND SPECIFICATIONS FOR REQUIRED SYSTEM
APPURTENANCES, CONTROL DEVICES, ETC. INSTALL DEVICES IN ACCORDANCE WITH DEVICE MANUFACTURER RECOMMENDATIONS. CAREFULLY
INVESTIGATE ELEMENTS OF CONSTRUCTION THAT COULD AFFECT THE WORK TO BE PERFORMED AND ARRANGE NEW WORK ACCORDINGLY. PREPARE
COORDINATION DRAWINGS FOR NEW WORK, WHICH ARE COORDINATED WITH THE APPROVED AND INSTALLED WORK OF OTHER TRADES. PROVIDE
REQUIRED OFFSETS, FITTING, TRANSITIONS, SUPPORTS AND OTHER APPURTENANCES AS REQUIRED. BEAR THE TOTAL EXPENSE OF RE-WORK THAT IS
CAUSED BY FAILURE TO COORDINATE.
16. PROVIDE MAXIMUM HEADROOM AND CLEARANCE BELOW DUCTWORK, PIPING AND EQUIPMENT AND ASSOCIATED SUPPORTS AND RESTRAINTS. UNLESS
OTHERWISE INDICATED, INSTALL TIGHT TO STRUCTURAL SYSTEMS ABOVE. WHERE WALL MOUNTED, INSTALL AS CLOSE TO WALL AS POSSIBLE.
PROVIDE ADDITIONAL FITTINGS AND OFFSETS AS REQUIRED.
17. REFER TO EQUIPMENT SCHEDULE FOR DESIGN CAPACITIES. SCHEDULED VALUES SHALL BE CONSIDERED DESIGN CAPACITIES. PROVIDE EQUIPMENT
WHICH MEET OR EXCEEDS THE SCHEDULED VALUES. MARK THE CONTRACT DRAWING EQUIPMENT SCHEDULES TO INDICATE THE MANUFACTURER,
MODEL AND CAPACITY OF THE ACTUAL APPROVED EQUIPMENT PROVIDED AND SUBMIT THIS INFORMATION WITH RECORD DRAWINGS AS PART OF
PROJECT CLOSEOUT.
18. TO ENHANCE THE CLARITY OF PLAN DRAWINGS, AND WHERE NOT NECESSARY TO DESCRIBE THE REQUIRED SIZE, INDIVIDUAL SEGMENTS OF DUCT AND
PIPE BETWEEN CONNECTIONS MAY BE SHOWN WITHOUT A SIZE INDICATED. WHERE SIZE IS NOT SHOWN ON PLANS, THAT SEGMENT SHALL BE THE
SAME SIZE AS THE NEXT UPSTREAM SEGMENT WITH A SIZE INDICATED.
19. WHERE NOT INDICATED ON PLANS, REFER TO EQUIPMENT SCHEDULES AND DETAILS FOR INLET AND OUTLET DUCT AND/ OR PIPE SIZE. WHERE INDICATED
ON PLANS, PLAN SIZES SHALL TAKE PRECEDENCE.
20. DUCTWORK SERVING INDIVIDUAL DIFFUSERS AND GRILLES IS GENERALLY NOT SIZED. WHERE NOT INDICATED ON PLAN DRAWINGS, REFER TO
SCHEDULES AND DETAILS FOR NECK AND BRANCH DUCT SIZES BASED ON INDICATED AIRFLOW RATE ON NECK SIZE.
21. INSTALL DRAINS AT ALL LOW POINTS IN PIPING, INCLUDING ANY TRAPPED PORTIONS OF PIPING. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN
CLOSED LOOP (MECHANICAL) PIPING SYSTEM. IN GENERAL, THESE DEVICES ARE NOT INDICATED ON DRAWINGS. WHERE AUTOMATIC AIR VENTS ARE
INDICATED ON DRAWINGS, EXTEND AUTOMATIC AIR VENT (AAV) DISCHARGE TO NEAREST FLOOR DRAIN USING INDIRECT DRAIN PIPING OF SAME SIZE AS
AAV DISCHARGE. INDICATED THE ACTUAL LOCATION ON FIELD-LOCATION DRAINS, VENTS AND DRAIN PIPING ON THE RECORD DRAWINGS.
22. PROVIDE A MANUAL VOLUME DAMPER FOR:
(1) EACH SUPPLY, RETURN, AND EXHAUST OPENING
(2) IN ALL BRANCH DUCTS WHERE THREE OR MORE OPENING ARE ASSOCIATED WITH BRANCH, AND ELSEWHERE AS NOTED ON DRAWINGS OR
IN SPECIFICATIONS. LOCATE VOLUME DAMPERS AS FAR AS POSSIBLE FROM OPENINGS. FOR THE PURPOSE OF THIS REQUIREMENT , TERMINAL UNIT
PRIMARY AIR DAMPERS ARE CONSIDERED A VOLUME DAMPERS. VOLUME DAMPERS ARE NOT REQUIRED FOR CEILING RETURN GRILLES THAT
TRANSFER AIR TO A RETURN AIR PLENUM UNLESS OTHERWISE NOTED.
23. PROVIDE CONICAL TAPS FOR 90 DEGREE ROUND DUCT BRANCHES FROM RECTANGULAR SUPPLY DUCTWORK. DO NOT USE STRAIGHT TEE FITTINGS
UNLESS SPECIFICALLY INDICATED ON DRAWINGS.
24. DUCTWORK STATIC PRESSURE AND SEAL CLASS, BASED ON SMACNA HDCS:
DUCT SYSTEM STATIC PRESSURE SEAL CLASS
A. UPSTREAM OF FAN COIL UNITS PLUS 4 A
B. DONWSTREAM OF FAN COIL UNITS PLUS 2 B
C. UPSTREAM OF EXHAUST FANS PLUS 2 B
D. DOWNSTREAM OF EXHAUST FANS MINUS 2 B
E. OUTSIDE AIR INTAKE DUCTWORK MINUS 4 A
F. TRANSFER DUCTWORK MINUS 2 B
G. EXHAUST DUCTWORK UPSTREAM OF HEAT RECOVERY UNITS MINUS 4 A
H. EXHAUST DUCTWORK DOWNSTREAM OF HEAT RECOVERY UNITS PLUS 4 A
25. PROVIDE DUCT LINING FOR DUCTWORK AND PLENUMS AS SPECIFIED, WHERE INDICATED ON DRAWINGS AND AS INDICATED BELOW. DUCT SIZES
INDICATED ON DRAWINGS ARE NET INSIDE DIMENSIONS REPRESENTING THE MINIMUM DUCT FREE AREA. THICKNESS OF DUCT LINING SHALL BE AS
SPECIFIED UNLESS A GREATER THICKNESS IS INDICATED ON DRAWINGS. FOR CLARITY, DUCT LINING MAY NOT BE SHOWN IN ALL REQUIRED LOCATIONS
ON DRAWINGS. PROVIDE DUCT LINING FOR THE FOLLOWING:
A. RECTANGULAR SUPPLY AIR DUCTWORK FROM HEAT RECOVERY UNITS TO TERMINAL UNITS AND AS INDICATED ON DRAWINGS.
B. PLENUMS UPSTREAM OF RETURN/EXHAUST FANS.
C. TOILET EXHAUST DUCTWORK FROM EACH EXHAUST GRILLE TO A POINT 10' DOWNSTREAM OF GRILLE.
D. ROUND SUPPLY AIR DUCTWORK.
E. ROUND RETURN AIR DUCTWORK.
F. ALL AIR TRANSFER DUCTS.
26. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS ITEMS. DO NOT INSTALL DEFERRED SUBMITTALS ITEMS UNIT HE DEFERRED SUBMITTAL
DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
A. SEISMIC AND WIND RESTRAINTS.
27. REFER TO THE 2018 WASHINGTON STATE ENERGY CODE COMPLIANCE SCHEDULE FOR ADDITIONAL MECHANICAL REQUIREMENTS.
28. ALL DUCT BRANCHES LEADING TO DIFFUSERS ARE TO MATCH NECK SIZE OF DIFFUSER UNLESS NOTED OTHERWISE.
29. PROVIDE WIRE MESH SCREEN FOR ALL OPEN ENDED DUCT SHOWN ON PLANS.
30. MECHANICAL SYSTEM COMMISSIONING SHALL BE COMPLETED AS PER WSEC SECTION C408.
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:24:55 PM405
93 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHN502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC GENERAL NOTES
BRT-405-MHP500
VENTILATION CALCULATIONS
Zone Room: Name Room: Number Area Space Type Outdoor Air per Person Outdoor Air per Area Occupancy Unit Number of People Outdoor Airflow
ACU-1-3 SECURITY ROOM BTP120102 131 SF Office - Enclosed 5 CFM 0.06 CFM/SF Number of people 2 18 CFM
ACU-1-4 LACTATION ROOM BTP120103 76 SF Office - Enclosed 5 CFM 0.06 CFM/SF Number of people 1 10 CFM
N
BTP120105
BTP120104
ELEV#2
ELEV#1
BTP120106
BTP120101
BTP120109
BTP120107
BTP120102
BTP120103
BTP120108
BTP120110
BTP120111
BTP120112
BTP120113
STR#1
STR#2
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-MHP506
2
405-MHP506
1
405-MHP505
1
405-MHP505
2
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:24:57 PM405
94 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC PLAN - LEVEL 1
BRT-405-MHP500
SCALE: 1/16" = 1'-0"405-MHP501
MECHANICAL PLAN - LEVEL 1 & 1.5 1
ELEV#2
ELEV#1
BTP120202
BTP120201
BTP120203
UP4.2%
UP4.2%
STR#2
STR#1
UP TO LEVEL 3 DOWN TO LEVEL 1.5
UP TO LEVEL 2.5
UP TO LEVEL 2.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-MHP507
1
405-MHP507
3
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:02 PM405
95 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC PLAN - LEVEL 2
BRT-405-MHP500
SCALE: 1/16" = 1'-0"405-MHP502
MECHANICAL PLAN - LEVEL 2 & 2.5 1
ELEV#2
ELEV#1
BTP120402
BTP120401
BTP120403
UP4.2%
UP4.2%
STR#2
STR#1
UP TO LEVEL 5 DOWN TO LEVEL 3.5
UP TO LEVEL 4.5
UP TO LEVEL 4.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-MHP507
2
405-MHP507
4
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:07 PM405
96 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP504PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC PLAN - LEVEL 4
BRT-405-MHP500
SCALE: 1/16" = 1'-0"405-MHP504
MECHANICAL PLAN - LEVEL 4 & 4.5 1
C
11 12 13
ELECTRICAL ROOM
BTP120112
GENERATOR ROOM
BTP120113
EFAN
1-1
T
HTR
1-1
KING COUNTY
PANELS ROOM
BTP120111
24x24
FUEL FILL
PORT
300 kVA
GENSET
WITH
BELLY
TANK
6ø
GENERATOR FLUE
ACD
PROVIDE
LOUVER SIZE
AT MINIMUM
5 SF NFA
PROVIDE
LOUVER SIZE
AT MINIMUM
2.5 SF NFA
PROVIDE LOUVER
SIZE MINIMUM AT 30
SF NFA
PROVIDE WIRE MESH
OPENING SIZE AT
MINIMUM 30 SF NFA
EXHAUST
SILENCER
6ø3' - 0"ACD
64x24
HTR
1-8
2
2
2
4
24x24
5
6
11 12 13
SECURITY ROOM
BTP120102
LACTATION ROOM
BTP120103
WOMEN'S RESTROOM
BTP120104
MEN'S RESTROOM
BTP120106
ALL GENDER
RESTROOM
BTP120105
SPRINKLER ROOM
BTP120110
HTR
1-2
EFAN
1-2
EFAN
1-3
EFAN
1-4
ERV
1-1
HTR
1-4
HTR
1-3
HTR
1-5
CU
1-4
ACU
1-4
ACU
1-3
TT
3/4" D CONNECT TO
TAIL PIECE. SEE
MHD501 FOR DETAIL
6ø6ø
6ø
6ø
1
1
BDD
BDD
CU
1-3
PROVIDE
LOUVER SIZE
AT MINIMUM
0.3 SF NFA
SG-A,8x6
(40)
RG-A,8x6
(40)
RG-A,8x6
(20)
SG-A,8x6
(20)
PROVIDE
LOUVER SIZE
AT MINIMUM
1.0 SF NFA
1
6ø
10ø8ø6ø6ø
16x8
BDD
BDD
BDD
2
2
3 3
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:10 PM405
97 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP505PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC ENLARGED PLAN - LEVEL 1
BRT-405-MHP500
SCALE: 1/4" = 1'-0"405-MHP505
MECHANICAL - LEVEL 1 ENLARGED PLAN - A 1
SCALE: 1/4" = 1'-0"405-MHP505
MECHANICAL - LEVEL 1 ENLARGED PLAN - B 2
NUMBERED NOTES:
1 EFAN TO BE CONTROLLED BY OCCUPANCY SENSOR,
WITH A 15 MINUTE TIME-DELAY TO TURN OFF.
2 LOUVER TO BE PROVIDED BY OTHERS, REFER TO
ARCHITECTURAL DRAWINGS FOR EXACT SIZE OF
LOUVER.
3 INSTALL CONDENSER UNIT ON A MINIMUM 4-INCH
HIGH CONCRETE PAD PROVIDED BY OTHERS.
PROTECTION BOLLARD TO BE PROVIDED BY OTHERS.
4 PROVIDE WIRE MESH SCREEN FOR THE OPEN ENDED
DUCT.
5 GENERATOR FLUE PIPE TO BE TERMINATED 3' FROM
BUILDING.
6 PROTECTION BOLLARD OF FUEL FILL PORT TO BE
PROVIDED BY OTHERS.
9
JANITOR ROOM
BTP120107
STORAGE
BTP120108
COMMUNICATIONS
ROOM
BTP120109
HTR
1-6
EFAN
1-5
ACU
1-2
CU
1-2
HTR
1-7
T
3/4" D TO DRAIN
OUTSIDE
BDD
PROVIDE LOUVER
SIZE AT MINIMUM 0.3
SF NFA
1
2
A
8 9
ELEVATOR MACHINE
ROOM
BTP120101
CU
1-1
ACU
1-1
T
30x1030x10
30x10
3/4" D TO DRAIN
OUTSIDE
SG-A,30x10
(800)
RG-A,30x10
(800)
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:12 PM405
98 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP506PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC ENLARGED PLAN - LEVEL 1
BRT-405-MHP500
1/4" = 1'-0"2 MECHANICAL - LEVEL 1 ENLARGED PLAN - D
1/4" = 1'-0"1 MECHANICAL - LEVEL 1 ENLARGED PLAN - C
NUMBERED NOTES:
1 INSTALL CONDENSER UNIT ON A
MINIMUM 4-INCH HIGH CONCRETE PAD
PROVIDED BY OTHERS. PROTECTION
BOLLARD TO BE PROVIDED BY OTHERS.
2 LOUVER TO BE PROVIDED BY OTHERS,
REFER TO ARCHITECTURAL DRAWINGS
FOR EXACT SIZE OF LOUVER.
D
1 1.6
CU
4-2
ACU
4-2
T
COMMUNICATIONS
CLOSET
BTP120203
3/4" D TO DRAIN
OUTSIDE
2
D
11 12 13
D
11 12 13
COMMUNICATIONS
CLOSET
BTP120401ELECTRICAL CLOSET
BTP120402
EFAN
4-1
ACU
4-1
CU
4-1
TT
HTR
4-1
24x12
3/4" D TO DRAIN
OUTSIDE
ACD
PROVIDE LOUVER
SIZE AT MINIMUM
1.0 SF NFA
PROVIDE LOUVER
SIZE AT MINIMUM
1.0 SF NFA
ACD
24x12
1
1
2
24x24
D
11 12 13
COMMUNICATIONS
CLOSET
BTP120201
ELECTRICAL CLOSET
BTP120202
ACU
2-1
CU
2-1
EFAN
2-1
TT
HTR
2-1
24x12
3/4" D TO DRAIN
OUTSIDE
ACD
ACD
PROVIDE LOUVER
SIZE AT MINIMUM
1.0 SF NFA
PROVIDE LOUVER
SIZE AT MINIMUM
1.0 SF NFA
24x12
1
1
2
3
24x24
D
1 1.6
ACU
2-2
T
COMMUNICATIONS
CLOSET
BTP120203
3/4" D TO DRAIN
OUTSIDE
CU
2-2 2
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:14 PM405
99 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHP507PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC ENLARGED PLAN - LEVEL 2 AND 4
BRT-405-MHP500
1/4" = 1'-0"2 MECHANICAL - LEVEL 4 ENLARGED PLAN - A
1/4" = 1'-0"4 MECHANICAL - LEVEL 4 ENLARGED PLAN - B
1/4" = 1'-0"1 MECHANICAL - LEVEL 2 ENLARGED PLAN - A
1/4" = 1'-0"3 MECHANICAL - LEVEL 2 ENLARGED PLAN - B
NUMBERED NOTES:
1 LOUVER TO BE PROVIDED BY OTHERS,
REFER TO ARCHITECTURAL DRAWINGS
FOR EXACT SIZE OF LOUVER.
2 INSTALL CONDENSER UNIT ON A
MINIMUM 4-INCH HIGH CONCRETE PAD
PROVIDED BY OTHERS. PROTECTION
BOLLARD TO BE PROVIDED BY OTHERS.
3 PROVIDE WIRE MESH SCREEN FOR THE
OPEN ENDED DUCT.
T
SPACE
TEMPERATURE
SENSOR
AI
EXHAUST FAN
STATUS: DI
ENABLE: DO
MOTORIZED DAMPER
OPEN/CLOSE: DO
END SWITCH: DI
MOTORIZED DAMPER
OPEN/CLOSE: DO
END SWITCH: DI
M
M
EFAN-1-1
EFAN-2-1
EFAN-4-1
DISCONNECT
SWITCH
SEQUENCE OF OPERATION:
1. THE BMS SHALL OPEN THE DAMPERS AND
CYCLE THE FAN ON UPON A TEMPERATURE
ABOVE SETPOINT.
2. THE FAN SHALL RUN UNTIL THE
TEMPERATURE IN THE SPACE IS BELOW
SETPOINT AND THE DAMPERS SHALL
CLOSE WHEN THE FAN IS OFF.
3. SETPOINT -85°F
4. ALARM
A. TEMPERATURE READING 20° ABOVE
OR BELOW SETPOINT.
HTR-1-1 THRU HTR-4-1
ELECTRIC HEATER
T
SPACE
TEMPERATURE
SENSOR: AI
ELEC. HEATER
STATUS: DI
ELEC. HEATER
ENABLE: DO
NOT APPLIABLE TO
HEATER WITH INTEGRAL
THERMOSTAT
SEQUENCE OF OPERATION:
1. THE UNIT SHALL CYCLE THE FAN AND
ELECTRIC COIL ON TO MAINTAIN
SETPOINT.
2. WHEN SETPOINT IS REACHED THE UNIT
SHALL TURN OFF.
3. SETPOINT -70°F
4. ALARM
A. TEMPERATURE READING 20° ABOVE
OR BELOW SETPOINT.
CALL: DO
STATUS: AI
FAULT: DI
DP OBC
ACU-1-1 THRU CU-4-2
CU OUTDOOR
CONDENSING
UNIT. TYP.
RSRL
ON/OFF: DI
ENABLE/DISABLE: DO
FILTER: DI
UNIT TROUBLE: DI
UNIT RUNNING: DI
T
SEQUENCE OF OPERATION:
1. THE BMS SHALL ENABLE THE MANUFACTURES
CONTROL SYSTEM FOR THE EQUIPMENT.
2. THE EQUIPMENT SHALL RUN AND BE
CONTROLLED BASED ON THE
PREPROGRAMMED EQUIPMENT SEQUENCES
OF OPERATION
3. THE EQUIPMENT SHALL CONTROL TO MAINTAIN
TEMPERATURE SETPOINT IN THE SPACES
4. SETPOINTS
A. MACHINE ROOM SPACES ARE OCCUPIED
24/7. REGULARLY OCCUPIED SPACES
SHALL WORK OFF A SCHEDULE.
B. OCCUPIED
a. HEATING -70°F
b. COOLING -75°F
C. UNOCCUPIED
a. HEATING -55°F
b. COOLING -85°F
5. ALARM
A. ALL ALARMS FROM THE MANUFACTURES
CONTROL SYSTEM
DPT
EA
SA RA
OSA
OUTDOOR AIR
FILTER
EXHAUST AIR
FILTER
DPT
STATUS: DI
ERV-1-1
ERV-1-1
ENABLE: DO
FILTER: DI
FILTER: DI
SEQUENCE OF OPERATION:
1. THE UNIT SHALL BE SCHEDULED AND
INTERLOCKED TO THE HVAC EQUIPMENT
SERVING THE SPACE
2. THE UNIT SHALL RUN WHEN THE OCCUPANCY
IS SCHEDULED FOR THE EQUIPMENT AND BE
OFF ALL OTHER TIMES.
3. ALARMS
A. FILTER LOADED –SETPOINT
RECOMMENDED BY THE VENDOR
EXHAUST FAN
STATUS: DI
ENABLE: DO
EFAN-1-2 THRU EFAN-1-5
OSOCCUPANCY
SENSOR
DI
SEQUENCE OF OPERATION:
1. THE BMS SHALL CYCLE THE FAN ON UPON A
SIGNAL FROM THE OCCUPANT SENSOR
2. 10 MINUTES AFTER THE LAST SIGNAL FROM THE
OCCUPANCY SENSOR THE FAN SHALL TURN OFF.
3. ALARMS
A. UNIT ON FOR MORE THAN 24 HOURS
STRAIGHT
B. OCCUPANCY SENSOR SIGNALLY
OCCUPANCY FOR MORE THAN 24 HOURS
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:15 PM405
100 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHS501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC CONTROL SCHEMATICS
BRT-405-MHP500
NTS1TEMP CONTROLLED EXHAUST FAN - BMS SCHEMATIC
NTS5ELECTRIC HEATER - BMS SCHEMATIC
NTS3SPLIT AC UNIT - BMS SCHEMATIC
SHEET NOTES:
1. BUILDING MANAGEMENT SYSTEMS TO BE NIAGARA TRIDIUM.
2. BMS CONTINUOUSLY MONITOR BUILDING
ENVIRONMENTAL CONDITIONS AND EQUIPMENT
OPERATION.
3. BMS COMPARES BUILDING ENVIRONMENTAL
CONDITIONS AND EQUIPMENT OPERATION TO
ACCEPTABLE BUILDING ENVIRONMENTAL VALUES AND
OPERATING SCHEDULES.
4. BMS ACTIVATES OR DEACTIVATES BUILDING
EQUIPMENT AS REQUIRED TO MAINTAIN ACCEPTABLE
BUILDING ENVIRONMENTAL VALUES AND OPERATING
SCHEDULES.
5. BMS REGISTERS FAULT SIGNALS FOR BUILDING
EQUIPMENT UNABLE TO MAINTAIN ACCEPTABLE
BUILDING ENVIRONMENTAL VALUES AND OPERATING
SCHEDULES.
6. BMS COMMUNICATES FAULTS TO ST FACILITIES
MAINTENANCE FOR GARAGES.
7. BMS MANAGES FIRE ALARM RESPONSE FOR
MECHANICAL EQUIPMENT BASED ON FACP INPUT.
8. INSTRUMENTATION SHOWN FOR REFERENCE, BUT
DESIGNER SHALL COORDINATE APPROPRIATE
SENSOR OR INSTRUMENTATION FOR FUNCTIONALITY OF
SELF-CONTROLLED EQUIPMENT AND BMS CONTROLLED
EQUIPMENT.
NTS4ENERGY RECOVERY VENTILATOR - BMS SCHEMATIC
NTS2JANITOR'S CLOSET TOILET CEILING EXHAUST FAN - BMS SCHEMATIC
SC
SUPPLY/
OUTDOOR AIR
RETURN /
EXHAUST
ERV-1-1 RENEWAIRE
SL70H 60 60
SECURITY ROOM BTP120102
LACTATION ROOM BTP120103 0.50 0.50 8 8 24 57 83 78 72% 58%120/1 2 2 10 32 1,2
ENERGY RECOVERY VENTILATOR SCHEDULE
NOTES:
1. ELECTRONICALLY COMMUTATED MOTOR (ECM).
2. PROVIDE WITH WALL MOUNT TC7D DIGITAL TIME CLOCK AND INSTALL IT IN SECURITY ROOM. EXT.S.P.(IN. WG.)EXT.S.P.(IN. WG.)OUTDOOREAT °FSUPPLYLAT °FOUTDOOREAT °FSUPPLYLAT °FWINTERSUMMERVOLTAGE /PHASEFLA(SUPPLY FAN)FLA(EXHAUST FAN)TOTAL MCADESIGNATION
MANUFACTURER
MODEL NUMBER
MAXIMUM CFM
SERVICE
SUPPLY FAN EXHAUST FAN
INTAKE FILTEREFFICIENCY(MERV)EXHAUST FILTEREFFICIENCY(MERV)WINTER SUMMER
TOTAL
EFFECTIVENESS ELECTRICAL
OPERATING
WEIGHT
(LBS)
NOTES
NOTES:
1. PROVIDE WITH CONDENSATE PUMP AND ECM MOTOR.
2. HEAT PUMP UNIT.
ACU-1-3 CU-1-3 SECURITY ROOM BTP120102 DAIKIN
FTX09AXVJU WALL MOUNTED 430 0 9 8 75 63 55 54 13 0.3 FLA 208/1 N 20 1,2
ACU-1-4 CU-1-4 LACTATION ROOM BTP120103
DAIKIN
FTX09AXVJU WALL MOUNTED 430 0 9 8 75 63 55 54 13 0.3 FLA 208/1 N 20 1,2
ACU-2-1 CU-2-1 COMMNUNICATOINS CLOSET BTP120201
DAIKIN
FAQ24PVJU WALL MOUNTED 635 0 24 18 75 63 55 54 27 0.6 FLA 208/1 Y 31 1,2
ACU-2-2 CU-2-2 COMMNUNICATOINS CLOSET BTP120203
DAIKIN
FAQ24PVJU WALL MOUNTED 635 0 24 18 75 63 55 54 27 0.6 FLA 208/1 Y 31 1,2
ACU-1-1 CU-1-1 ELEVATOR MACHINE ROOM BTP120101
DAIKIN
FDMQ24RVJU HORIZONTAL DUCTED 800 0.4 24 17 75 63 55 54 27.6 1.54 208/1 Y 82 1,2
ACU-1-2 CU-1-2 COMMNUNICATIONS ROOM BTP120109 DAIKIN
FAQ24PVJU WALL MOUNTED 635 0 24 18 75 63 55 54 27 0.6 FLA 208/1 Y 31 1,2
ACU-4-1 CU-4-1 COMMNUNICATOINS CLOSET BTP120401
DAIKIN
FAQ24PVJU WALL MOUNTED 635 0 24 18 75 63 55 54 27 0.6 FLA 208/1 Y 31 1,2
ACU-4-2 CU-4-2 COMMNUNICATOINS CLOSET BTP120203
DAIKIN
FAQ24PVJU WALL MOUNTED 635 0 24 18 75 63 55 54 27 0.6 FLA 208/1 Y 31 1,2
CAPACITY EAT LAT
CAPACITY(MBH)MCAVOLTAGE / PHASETOTALMBHSENSIBLEMBHDB(°F)WB(°F)DB(°F)WB(°F)SPLIT SYSTEM INDOOR UNIT SCHEDULE
DESIGNATION CORRESPONDING
OUTDOOR UNIT SERVICE
MANUF.
MODEL
NUMBER
UNIT TYPE
SUPPLY
AIRFLOW
(CFM)
ESP
(IN. WG.)
COOLING HEATING ELECTRICAL
STANDBY
POWER
(Y/N)
WEIGHT
(LBS)NOTES
NOTES:MCA (A)VOLTAGE / PHASECU-2-1 ACU-2-1
DAIKIN
RZR24PVJU R-410A 24 N/A 17.3 10.2 16.5 208/1 150
CU-2-2 ACU-2-2
DAIKIN
RZR24PVJU R-410A 24 N/A 17.3 10.2 16.5 208/1 150
CU-1-1 ACU-1-1
DAIKIN
RX24RMVJUA R-410A 24 15.0 18.6 12.5 16.9 208/1 108
CU-1-2 ACU-1-2
DAIKIN
RZR24PVJU R-410A 24 N/A 17.3 10.2 16.5 208/1 150
CU-1-3 ACU-1-3
DAIKIN
RX09AXVJU R-410A 9 N/A 19.0 12.5 8.7 208/1 57
CU-1-4 ACU-1-4
DAIKIN
RX09AXVJU R-410A 9 N/A 19.0 12.5 8.7 208/1 57
CU-4-1 ACU-4-1
DAIKIN
RZR24PVJU R-410A 24 N/A 17.3 10.2 16.5 208/1 150
CU-4-2 ACU-4-2
DAIKIN
RZR24PVJU R-410A 24 N/A 17.3 10.2 16.5 208/1 150
SPLIT SYSTEM AIR COOLED CONDENSER OUTDOOR UNIT SCHEDULE
DESIGNATION SERVICE
MANUF.
MODEL
NUMBER
REF
COOLING
CAPACITY
(MBH)
HEATING
CAPACITY
(MBH)
SEER EER
ELECTRICAL
WEIGHT
(LBS)NOTES
RG-A TITUS 3FL RETURN SEE PLANS 1
SG-A TITUS 300-FL SIDEWALL SUPPLY SEE PLANS 1
AIR INLET AND OUTLET SCHEDULE
NOTES:
1. COORDINATE FINAL DIFFUSER LOCATION, COLOR AND BORDER TYPE WITH ARCHITECT.
DESIGNATION MANUFACTURER
MODEL NUMBER SERVICE FACE
DIMENSIONS REMARKS
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:15 PM405
101 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHS502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC SCHEDULES
BRT-405-MHP500 SC
EFAN-1-1 ELECTRICAL ROOM BTP120112 GREENHECK INLINE SQ140-VG 2000 0.5 3/4 120/1 NO YES 74 11.6 90 2
EFAN-1-2 WOMEN'S BTP120104 GREENHECK CEILING SP-A200 200 0.25 0.46FLA 120/1 NO NO 54 2 24 1
HP VOLTAGE/
PHASE VFD ECM
EFAN-1-3 MEN'S BTP120106 GREENHECK CEILING SP-A200 200 0.25 0.46FLA 120/1 NO NO 54 2 24 1
EFAN-1-4 ALL GENDER BTP120105 GREENHECK CEILING SP-A110 100 0.25 0.18FLA 120/1 NO NO 45 0.7 17 1
EFAN-1-5 JAN RM BTP120107 GREENHECK CEILING SP-A110 100 0.25 0.18FLA 120/1 NO NO 45 0.7 17 1
EFAN-2-1 ELEC BTP120202 GREENHECK INLINE SQ90-VG 400 0.5 1/10 120/1 NO YES 67 8 49 2
EFAN-4-1 ELEC BTP120402 GREENHECK INLINE SQ90-VG 400 0.5 1/10 120/1 NO YES 67 8 49 2
NOTES:
1. FAN ON/OFF CONTROLLED BY LIGHTING SWITCH.
2. FAN ON/OFF CONTROLLED BY WALL THERMOSTAT.
FAN SCHEDULE
DESIGNATION LOCATION/SERVICE MANUFACTURER TYPE MODEL CFM
STATIC
PRESSURE
IN. WC
MOTOR
LWA SONES WEIGHT NOTESKWEAT(°F)LAT(°F)HTR-1-1 ELEC RM BTP120112 REZNOR EGHB 510 3.0 70 89 1/30 208 / 1 1,2
HTR-1-2 SPRINKLER BTP120110 REZNOR EGHB 510 2.0 70 82 1/30 208 / 1 1,2
HTR-1-3 MENS BTP120106 REZNOR EHC 160 2.0 70 109 N/A 208 / 1 1,2
HTR-1-4 WOMENS BTP120104 REZNOR EHC 160 2.0 70 109 N/A 208 / 1 1,2
HTR-1-5 ALL GENDER BTP120105 REZNOR EHC 160 1.5 70 100 N/A 208 / 1 1,2
HTR-1-6 STORAGE BTP120108 REZNOR EGHB 510 2.0 70 82 1/30 208 / 1 1,2
HTR-1-7 JAN ROOM BTP120107 REZNOR EHC 160 2.0 70 109 N/A 208 / 1 1,2
HTR-1-8 PANELS ROOM BTP120111 REZNOR EHC 160 1.5 70 100 N/A 208 / 1 1,2
HTR-2-1 ELEC BTP120202 REZNOR EHC 160 2.0 70 109 N/A 208 / 1 1,2
HTR-4-1 ELEC BTP120402 REZNOR EHC 160 2.0 70 109 N/A 208 / 1 1,2
NOTES:
1. PROVIDE BUILT-IN THERMOSTAT KIT.
2. COORDINATE COLOR AND FINISH WITH ARCHITECT.
ROOM HEATER SCHEDULE
DESIGNATION SERVICE /
LOCATION
MANUF.
MODEL
NUMBER
AIRFLOW
(CFM)
HEATING
MOTOR HP VOLTAGE/
PHASE NOTES
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:25:16 PM405
102 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHS503PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC SCHEDULES
BRT-405-MHP500 SC
GALVANIZED STEEL
IRON RING (TYP.)
GALVANIZED
STEEL
RECTANGULAR
DUCTWORK
GALVANIZED STEEL
LATERAL ANGLE BRACE
METAL DECK
7/16"Ø
MACHINE
BOLTS (TYP.)
THREADED HANGER
RODS (TYP.)
COUPLING (TYP.)
1
3
GALVANIZED STEEL
STRAP WRAP
AROUND DUCTWORK
(TYP.)
SHEET METAL
SCREW (TYP.)1
NOTES:
1. SIZES, QUANTITIES AND SPACING
IN ACCORDANCE WITH MECHANICAL
CODE REQUIREMENTS.
2. ROUND DUCT SUPPORT SIMILAR.
3.PROVIDE DUCTMATE OVALMATE IN
PLACE OF ANGLE IRON EXCEPT AT
SEISMIC BRACE.
SECTION A-A
1/2" EXPANSION ANCHOR (3-1/2" MIN.
EMBEDMENT, TYPICAL AT 2ND FLOOR)
45°
A
45°
1
GALVANIZED STEEL
IRON RING (TYP.)
GALVANIZED STEEL
ROUND DUCTWORK
GALVANIZED STEEL LATERAL
ANGLE BRACE AT 40'-0"
SPACING. MIN. ONE PER MAIN
DUCT
5/16"Ø
MACHINE
BOLTS (TYP.)
THREADED HANGER
RODS (TYP.)
COUPLING (TYP.)
1
2
GALVANIZED STEEL
STRAP WRAP AROUND
DUCTWORK (TYP.)
SHEET METAL
SCREW (TYP.)
1
1
1 SIZES, QUANTITIES AND SPACING IN
ACCORDANCE WITH MECHANICAL CODE
REQUIREMENTS.
2 PROVIDE GALVANIZED IRON RING OR
"OVALMATE" JOINT.
SECTION A-A
1/2"Ø EXPANSION ANCHOR (3-1/2" MIN.
EMBEDMENT, TYPICAL AT 2ND FLOOR)
NOTES:
2
45°
A
45°
FLAT OVAL EQUIVALENT ROUND
ROUND Ø FLAT OVAL INCHES
6" 4x9
7"5x10
8"6x11
10"6x11
12"7x20
14"8x22
16"8x30
ROLL WYE TOWARD
DIFFUSER INLET NECK
BALANCING DAMPER
MAIN ROUND DUCT
MAIN SUPPLY DUCT
BALANCING DAMPER
OVAL TO ROUND
TRANSITION
ADJUSTABLE SCREW TYPE
STAINLESS STEEL CLAMP
ROUND CONNECTION WITH
3/8" RAISED BEAD SAME
DIAMETER AS FLEX
CONNECTION.
FLEXIBLE DUCT
TO DIFFUSER
FLAT OVAL, SEE SCHEDULE
FOR EQUIVALENT ROUND SIZE
MAIN SUPPLY DUCT
SPIN-IN ROUND COLLAR
WITH 3/8" RAISED BEAD
& BALANCING DAMPER
FLEXIBLE DUCT
TO DIFFUSER
FLEXIBLE DUCT
TO DIFFUSER
ROUND DUCT COLLAR
WITH 3/8" RAISED BEAD
AND BALANCING DAMPER
ADJUSTABLE SCREW
TYPE STAINLESS
STEEL CLAMP
ADJUSTABLE SCREW
TYPE STAINLESS
STEEL CLAMP
"Y" LATERAL FITTING
45°
ROUND TAP TO RECTANGULAR MAIN
(TAP SMALLER THAN MAIN)
ROUND TAP TO ROUND MAIN
ROUND TAP TO RECTANGULAR MAIN
(TAP LARGER THAN MAIN)
BALANCING
DAMPER
NOTE 4
MAX.
2
1
1/8" ANGLE
1/2" CLEAR
SEISMIC AIRCRAFT CABLE
SPRING VIBRATION
ISOLATOR
HANGER ROD
SUSPENDED EQUIPMENT
DUAL U-BOLT
CABLE CLAMPS
CABLE
EYELET
LOCK NUT AND WASHER
NOTES:
1. HANGER SPACING ALONG LENGTH OF UNIT TO BE AS FOLLOWS:
MINIMUM - 2 HANGERS MAXIMUM SPACING 6'-0".
2. PROVIDE ADEQUATE SEISMIC CABLE BRACING TO RESIST MOTION
IN ALL LATERAL DIRECTIONS.
3. REFER TO SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES
(LATEST EDITION) FOR MECHANICAL SYSTEMS.
4. ATTACH TO STRUCTURE ABOVE.
FIXED AIR GAP BY
PLUMBING
CONTRACTOR
1"CONDENSATE DRAIN FROM
MECHANICAL UNIT OR
CONDENSATE PUMP.
MECHANICAL CONTRACTOR TO CONNECT CONDENSATE PIPING TO FIXED AIR
GAP FITTING PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR.
P-TRAP2'-0" MAX.CEILING
VENT
NOTE:
MAXIMUM ONE DRAIN
CONNECTION AT
EACH SINK.
FLOOR
SINK MECHANICAL SCOPE
PLUMBING SCOPE
INSULATED
7'-0"
6"
1/2"
SUSPENSION
BOLTS
WALL MOUNTED AC UNIT
ELEVATION FRONT VIEW
WALL MOUNTED AC
MOUNTED 6" ABOVE DOORRLG RLRSGAS PIPE SIZE = 5/8" OD
LIQUID PIPE SIZE = 3/8 OD
CONTRACTOR TO VERIFY
INSTALLATION
OF REFRIGERANT PIPING PER
MANUFACTURES GUIDELINES
MOUNTING DETAIL
D
INTEGRAL
MOUNTING
BRACKET
INTEGRAL
CONDENSING PUMP
FLOOR
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-M-v2020.rvt2/2/2022 7:24:53 PM405
103 0
AE 0054-17
JC
JC
TS
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MHD501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
HVAC DETAILS
BRT-405-MHP500
NTS1DUCT SUPPORT DETAIL - A
NTS2DUCT SUPPORT DETAIL - B
NTS3LOW PRESSURE BRANCH DUCT CONNECTIONS
NTS4SUSPENDED EQUIPMENT WITH SEISMIC CABLES - B
NTS5CONDENSATE DRAIN CONNECTION TO SINK AIR GAP FITTING
NTS6WALL MOUNTED AC
D
NPW
TP
FLOOR SINK
RISER NO.
RISER
EQUIPMENT
EQUIPMENT NO.EQUIPMENT DESIGNATION
DWG. SHEET NO.
DETAIL NUMBER
REVISION NUMBER
DOMESTIC COLD WATER PIPING
NUMBERED NOTE NUMBER
DETAIL DESIGNATION
DOMESTIC HOT WATER PIPING
DOMESTIC HOT WATER RETURN PIPING
SLEEVE
PUMP
METER
FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE
DRAIN
ROOF DRAIN
ROOF RECEPTOR
HOSE BIBB
PLUMBING LEGEND AND ABBREVIATIONS
TRAP PRIMER
NON-POTABLE WATER
LEGEND (CONTINUED)
WATER HAMMER ARRESTER
RISE (WITH IN FLOOR)RISEGARAGE DRAINGD
EXPANSION LOOP SIZE
FLEXIBLE CONNECTION
CUBIC FEET PER SECONDCFS
CUBIC FEET PER MINUTECFM
SHOWERSH
ROOF RECEPTORRR
EXPANSION TANKET
DRINKING FOUNTAINDF
ACCESS PANELAP
MH
MIN
MS
(N)
NC NORMALLY CLOSED
NEW
MOP SINK
MINIMUM
MANHOLE
OS&Y
P/FT
PD
POC
PDR PLANTER DRAIN
POINT OF CONNECTION
PITCH PER FOOT
PUMP DISCHARGE
OUTSIDE SCREW & YOKE GATE VALVE
NOT IN THIS CONTRACTNIC
PSI
PSIG
RC
SD
SE
SF
SED SEWAGE EJECTOR DISCHARGE
SQUARE FEET
SMOKE DETECTOR
SEWAGE EJECTOR
POUNDS PER SQUARE INCH (GAUGE)
ROOF RECEPTOR
POUNDS PER SQUARE INCH
PRESSURE REDUCING VALVEPRV
Y STRAINER WITH BLOW OFF VALVE
LEGEND
PRESSURE REDUCING VALVE
OS&Y (OUTSIDE SCREW & YOKE) VALVE
VALVE (SPECIFICATION FOR TYPE)
CHECK VALVE
BALANCING VALVE
SOLENOID VALVE
UNION
PRESSURE GAUGE AND COCK
TEMPERATURE MIXING VALVE
VALVE WITH TAMPER SWITCH
AD
BLDG
AFF
BOB
CD
BV
BOP
ABOVE FINISHED FLOOR
BOTTOM OF PIPE
BALANCING VALVE
CONDENSATE DRAIN
BOTTOM OF THE BEAM
AREA DRAIN
BUILDING
CLG
COTG
CONN
CONT
CP
CLEANOUT TO GRADE
CONTINUATION
CIRCULATING PUMP
CEILING
CONNECTION
CV
CW
DN
DWG
DWP
DR
CHECK VALVE
COLD WATER
DOWN
DRAIN
DRAWING
EL
(E)
EWC
EWH
FCO
FD
ELEVATION
ELECTRIC WATER COOLER
FLOOR CLEANOUT
ELECTRIC WATER HEATER
FLOOR DRAIN
EXISTING
DOMESTIC WATER PUMP
FL FLOOR
FSK
FT
FU FIXTURE UNIT
FLOOR SINK
FEET
GAL
GPM GALLONS PER MINUTE
GALLONS
CFH CUBIC FEET PER HOUR
CO CLEANOUT
FS FLOW SWITCH
NPW NON-POTABLE WATER BUTTERFLY VALVE (MANUAL)
GLOBE VALVE
SEISMIC JOINT
THERMOMETER
WATER FLOW SWITCH
DFU DRAINAGE FIXTURE UNIT
SAN SANITARY
RISER DESIGNATION
FLOOR NO.
(H)(X)(L)
M
BT BATHTUB
CA COMPRESSED AIR
CI CAST IRON
DIA DIAMETER
DROP (WITHIN FLOOR)DROP
EMERGENCY EYE WASHEEW
FLH FLOOR HYDRANT
NORMALLY OPENNO
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OST OVERFLOW STORM PIPING
PIV POST INDICATING VALVE
RD ROOF DRAIN
RECLAIMED WATERRW
SHOCK ABSORBERSA
SHOCK ABSORBER
VACUUM BREAKER
MANUAL AIR VENT
AUTOMATIC AIR VENT
BASKET STRAINER
CHECK VALVE WITH ABD
AUTOMATIC FLOW CONTROL VALVE
RELIEF VALVE
ANGLE RELIEF VALVE
REDUCER
ECCENTRIC REDUCER (E.R.)
IRRIGATION PIPINGIRR
M
A
OVERFLOW ROOF DRAIN
?
?
X
#
X
X-X
X
?
POTABLE WATER
NON-POTABLE / INDUSTRIAL WATER
MISCELLANEOUS
LDR
MAX MAXIMUM
LEADER
LAVATORYL
JS JANITOR SINK
kPa KILOPASCALS
LPS LITERS PER SECOND
M METERS
M²SQUARE METERS
M³CUBIC METERS
mm MILLIMETER
VALVE IN VERTICAL
BOTTOM PIPE CONNECTION
TOP PIPE CONNECTION
PIPING LEGEND
V
SEV
SPV
SED
SPD
CD
IW
ST
SAN
SAN
SUMP PUMP VENT PIPING
INDIRECT WASTE PIPING
VENT PIPING
SANITARY (ABOVE FLOOR)
SEWAGE EJECTOR VENT PIPING
SEWAGE EJECTOR DISCHARGE PIPING
SUMP PUMP DISCHARGE PIPING
SANITARY (BELOW FLOOR)
CONDENSATE DRAIN PIPING
STORM DRAIN PIPING
OVERFLOW STORM PIPINGOST
WASTE / VENT / STORM
GD
GD
GARAGE DRAIN PIPING (BELOW FLOOR)
GARAGE DRAIN PIPING (ABOVE FLOOR)
CENTER LINEC
CLEANOUT/PLUG
PIPE UP
P-TRAP
PIPE DOWN
FLOOR CLEANOUT/GRADE CLEANOUT
CHANGE IN PIPE ELEVATION
ARROW INDICATES DIRECTION OF FLOW
PITCH PIPE DOWN IN DIRECTION OF ARROW
CAP
INSULATED AND HEAT TRACED PIPING
FRESH AIR INLET
WALL HYDRANT
SSD
SSD
SUB-SOIL DRAIN (BELOW FLOOR)
SUB-SOIL DRAIN (ABOVE FLOOR)
PUMP DISCHARGEPD
ABBREVIATIONS
TOTAL DISCHARGE HEADTDH
SUB SOIL DRAINSSD
TEMPERATURE MIXING VALVETMV
TRENCH DRAINTD
TRAP PRIMER VALVETPV
SK SINK
SPKR
SP
TOP
ST
TYP
TS
UP
UR
UON
TOS TOP OF SLAB
UP (PENETRATES FLOOR SLAB)
UNLESS OTHERWISE NOTED
URINAL
TAMPER SWITCH
TYPICAL
STORM PIPING
TOP OF PIPE
SUMP PUMP
SPRINKLER
SPD SUMP PUMP DISCHARGE
VB
VTR
WH
Z
WC WATER CLOSET
WALL HYDRANT
ZONE
VENT THROUGH ROOF
VACUUM BREAKER
VENTV
SOI SAND/OIL INTERCEPTOR
SUMP PUMP VENTSPV
TRAP PRIMERTP
VR VENT RISE
WHA WATER HAMMER ARRESTER
WFU WATER FIXTURE UNIT
HD HUB DRAIN
HT
HW
HB
HEAT TRACING
HOSE BIBB
HOT WATER
HWR HOT WATER RETURN
HWCP HOT WATER CIRCULATING PUMP
INCHIN
INVERT ELEVATIONIE
IW INDIRECT WASTE
HEAT EXCHANGERHX
ID INSIDE DIAMETER
GV GATE VALVE
ABBREVIATIONSABBREVIATIONS
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:30 PM405
104 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPN500PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING LEGENDS AND ABBREVIATIONS
BRT-405-MPN500
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
2" CW FROM RPBP,
SEE SITE PLAN FOR
CONTINUATION
6" SAN, SEE
SITE PLAN FOR
CONTINUATION
UP TO FCO
UP TO FCO
6" ST FROM
ABOVE
6" ST FROM
ABOVE
UP TO GD-1
UP TO GD-1
UP TO GD-1
UP TO GD-1
UP TO GD-1
UP TO GD-1
8" ST, SEE SITE PLAN
FOR CONTINUATION
SOI
1
6" GD6" GD 6" GD6" GD6" GD
6" GD
6" GDN
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:32 PM1/16" = 1'-0"
405
105 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING PLAN - LEVEL B1
SCALE: 1/16" = 1'-0"405-MPP501
PLUMBING - B1 PLAN 1
BRT-405-MPP500
BTP120105
BTP120104
ELEV#2
ELEV#1
BTP120106
BTP120101
BTP120109
BTP120107
BTP120102
BTP120103
BTP120108
BTP120110
BTP120111
BTP120112
BTP120113
STR#1
STR#2
FS-1
WH-1
S-1
L-1
FD-1
WC-2
L-2
WC-1
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
MS-1
WC-2
FD-1
UR-1
L-1
HEAT TRACE CW
PASSING THROUGH
UNCONDITIONED SPACE
2" CW DN
W/SHUT-
OFF VALVE
6" GD-1
TYP.
EEW-1
HEAT TRACE CW
PASSING THROUGH
UNCONDITIONED SPACE
FCO
6" ST UP & DN
6" ST FROM
ABOVE
6" ST FROM
ABOVE
6" ST DN
FCO
4" GD DN
4" GD DN
4" GD DN
4" GD DN
4" GD DN
4" GD DN
SOI
1
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
AS NOTEDPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:34 PM405
106 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPP502
MECHANICAL
PLUMBING PLAN - LEVEL 1
SHEET NOTES:
1.PROVIDE VENTING PER CODE
FOR SAND/OIL INTERCEPTOR,
SOI-1.
2.ROUTE CONDENSATE FROM
FAN COIL UNITS TO JANITOR'S
ROOM, SPILL TO SINK AND MOP
SINK. REFER TO MECHANICAL
DWG. FOR LOCATION OF FAN
COILS.
SCALE: 1/16" = 1'-0"405-MPP502
PLUMBING PLAN - LEVEL 1 & 1.5 1
BRT-405-MPP500
ELEV#2
ELEV#1
BTP120202
BTP120201
BTP120203
UP4.2%
UP4.2%
STR#2
STR#1
UP TO LEVEL 3 DOWN TO LEVEL 1.5
UP TO LEVEL 2.5
UP TO LEVEL 2.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
4" GD-1
4" GD-1
6" ST FROM ROOF
DRAINS
4" GD-1
4" GD-1
4" GD-1
4" GD-1
6" ST FROM ROOF
DRAINS
6" ST FROM ROOF
DRAINS
6" ST FROM ROOF
DRAINS
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:38 PM1/16" = 1'-0"
405
107 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPP503PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING PLAN - LEVEL 2
SCALE: 1/16" = 1'-0"405-MPP503
PLUMBING PLAN - LEVEL 2 & 2.5 1
SHEET NOTES:
1.LEVEL 2 GARAGE DRAIN LAYOUT TYPICAL,
LEVELS 3 & 4 SIMILAR.
2.COORDINATE SLAB PENETRATIONS WITH
STRUCTURAL.
BRT-405-MPP500
ELEV#2
ELEV#1
UP4.2%
UP4.2%
STR#1
STR#2
DOWN TO LEVEL 4.5
UP TO LEVEL 5.5
UP TO LEVEL 5.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
4" RD-1
TYP.
4" RD-1
TYP.
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:41 PM1/16" = 1'-0"
405
108 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPP506PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING PLAN - LEVEL 5
SCALE: 1/16" = 1'-0"405-MPP506
PLUMBING PLAN - LEVEL 5 & 5.5 1
SHEET NOTES:
1.COORDINATE SLAB
PENETRATIONS WITH STRUCTURAL.
BRT-405-MPP500
ROOF
LEVEL 5
LEVEL 4
LEVEL 3
LEVEL 2
LEVEL 1
LEVEL B1
TO
SANITARY
SEWER
TO STORM
WATER
SYSTEM
FCO FCO
4" RD-1 4" RD-1 4" RD-1
4" GD-1,
TYPICAL
FLOORS 4
THROUGH 2ST
GDSTSTSTSTSTSTSTSTST ST ST STGDGDGDGDGDGDGDGDGDGDGDGDGDGDGDGDGDGD
GDGD
GD GD
GD
GD
6" GD-1 6" GD-1 6" GD-1
SOI
1
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:41 PMNTS
405
109 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPS501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING RISER
BRT-405-MPS500
S V CW HW
WC-1 WATER CLOSET 4" 2" 1" -WALL HUNG
WC-2 WATER CLOSET 4" 2" 1" -WALL HUNG, ADA
L-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2"NOTE 1
L-2 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" WALL HUNG, ADA, NOTE 1
S-1 SINK 2" 1-1/2" 1/2" 1/2"NOTE 1
MS-1 MOP SINK 3" 1-1/2" 1/2" 1/2"NOTE 2
EEW-1 EMERGENCY EYE WASH 2" 1-1/2" 1/2" 1/2" WALL HUNG, WITH BOWL & THERMOSTATIC MIXING VALVE
WH-1 WALL HYDRANT _ _ 3/4" _ EXTERIOR WALL HYDRANT, NON-FREEZE
NOTES:
1. PROVIDE ELECTRIC POINT OF USE WATER HEATER, INSTALL BELOW COUNTER
2. PROVIDE ELECTRIC WATER HEATER, INSTALL ON WALL SHELF ABOVE MOP SINK.
PLUMBING FIXTURE SCHEDULE
ITEM DESCRIPTION
CONNECTIONS
REMARKS
2. 1" AIR GAP REQUIRED AT ALL INSTANCES OF AN INDIRECT DRAIN DISCHARGING TO A FLOOR DRAIN/FLOOR SINK. PROVIDE UNISTRUT OR SIMILAR PIPE SUPPORT AS NECESSARY TO GUARANTEE REQUIRED AIR GAP.
FD-1 FLOOR DRAIN 2" JR SMITH 2005Y FULL ROUND TOP, NOTE 1
GD-1 GARAGE DRAIN SEE DWGS. JR SMITH 1416Y
HEAVY DUTY
TRACTOR ROUND TOP, 15-1/4" DIA.
HD-1 HUB DRAIN SEE DWGS. - - - P-TRAP W/STANDPIPE
FS-1 FLOOR SINK 4" JR SMITH 3100Y-21 HALF NOTE 1
RD-1 ROOF DRAIN SEE DWGS. JR SMITH 1416Y
HEAVY DUTY
TRACTOR ROUND TOP, 15-1/4" DIA.
NOTES:
1. PROVIDE TRAP PRIMER CONNECTION.
PLUMBING DRAIN SCHEDULE
TYPE DESCRIPTION SIZE MANUFACTURER MODEL NUMBER GRATE NOTES
INLET OUTLET VENT
SOI-1 SAND OIL INTERCEPTOR GARAGE DRAINS 5 GPM MAX 20 6 6 3 TBD INTERMITTENT FLOW
PLUMBING SAND OIL INTERCEPTOR SCHEDULE
NOTES: 72" L X 48" W, HEIGHT AS REQUIRED BY INSTALLATION.
ITEM DESCRIPTION
LOCATION &
SERVICE
FLOW RATE
GALLONS
WATER CAPACITY
GALLONS
CONNECTIONS
INCHES MANUF. & MODEL NO. REMARKS
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION
NTSPRELIMINARY
SOUTH RENTON TRANSIT CENTERML02/11/2022 02/11/2022
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-P-v2020.rvt2/3/2022 1:45:41 PM405
110 0
AE 0054-17
BW
BW
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MPS502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
PLUMBING SCHEDULES
BRT-405-MPS500
NAS NO AUTOMATIC SPRINKLERS
OFI
RN
S.F.
SPR
PSI
NTS
OFCI
NO
NC
NIC
HYD
INV
OWNER FURNISHED AND INSTALLED
POUNDS PER SQUARE INCH
RISER NIPPLE
SQUARE FEET
SPRINKLER
OWNER FURNISHED AND CONTRACTOR INSTALLED
NOT IN CONTRACT
NOT TO SCALE
NORMALLY CLOSED
NORMALLY OPEN
INVERT OF PIPE ELEVATION
HYDRANT
GPM
GC
FEC
FLR
FFE
FPC
ELL
EL
DWG
EM
AFF
CONT.
CONTR.
CLG
AFC
CONN
AP
FIRE PROTECTION CONTRACTOR
HIGH/LOW AIR PRESSURE SWITCH
FINISHED FLOOR ELEVATION
FURNITURE EQUIPMENT CONTRACTOR
GALLONS PER MINUTE
GENERAL CONTRACTOR
FLOOR
EQUIPMENT MANUFACTURER
ELEVATION
ELBOW
DRAWING
ABOVE FINISHED FLOOR
ABOVE FINISHED CEILING
CONTINUATION
CONTRACTOR
CEILING
CONNECTION
ACCESS PANEL
ACOUSTICAL TILE CEILINGATC
ABBREVIATIONS -FIRE PROTECTION
JOCKEY PUMP CONTROLLER
FPCR
FCC
ATS
FLOOR CONTROL VALVE ASSEMBLY
AUTOMATIC TRANSFER SWITCH
FIRE PUMP CONTROLLER
JPC
DN DOWN
TOP
WTS
TYP
TS
TOP OF PIPE ELEVATION
TAMPER / SUPERVISORY SWITCH
WATER TIGHT SLEEVE
TYPICAL
SYMBOL LEGEND
FS
PS
TH
FSP
D
SP
F
FDC
STRAINER
PIPE PITCH ( INCHES PER FOOT)
PIPING FLOW ARROW
PRESSURE GAUGE
PRESSURE SWITCH
FLOW SWITCH
UNION
PIPING UP OR DN THROUGH FLOOR SLAB
PIPING RISE OR DROP NOT THROUGH FLOOR SLAB
DOUBLE CHECK VALVE ASSEMBLY
PIPING BRANCH TAKE-OFF
PIPE SLEEVE
WATER TIGHT PIPE SLEEVE
SHUTOFF VALVE
FIRE DEPARTMENT CONNECTION PIPING
FIRE PUMP TEST HEADER PIPING
CHECK VALVE WITH BALL DRIP
SHUTOFF VALVE WITH TAMPER SWITCH
FIRE STANDPIPE PIPING
DRAIN PIPING
EXISTING TO REMAIN (GENERAL)
EXISTING PIPING TO BE REMOVED (GENERAL)
CONNECT TO EXISTING PIPING (GENERAL)
WET SPRINKLER PIPING
FIRE MAIN PIPING
NEW PIPING (GENERAL)
REDUCED PRESSURE BACKFLOW PREVENTER
SWING CHECK VALVE
DCVA
RPBP
CUT AND CAP EXISTING PIPING (GENERAL)
.
.
INSULATED AND HEAT TRACED PIPING
CONTINUATION
PIPING LEGEND
SECTION DESIGNATION
DETAIL / SCHEMATIC DESIGNATION
SPRINKLER HYDRAULIC NODE TAG
UPRIGHT SPRINKLER HEAD
HORIZONTAL SIDEWALL SPRINKLER HEAD
CONCEALED PENDENT SPRINKLER HEAD
SEMI-RECESSED PENDENT SPRINKLER HEAD
PIPE CAP
#
#
DWG
EQUIPMENT TAG
RISER DIAGRAM DESIGNATIONF
#
FIRE PUMP TEST HEADER
FIRE DEPARTMENT CONNECTION (FLUSH)
FIRE HOSE VALVE
24 VDC ELECTRIC BELL
FIRE DEPARTMENT CONNECTION (FREE STANDING)
PREACTION VALVE
DRY PIPE VALVE
ROOF MANIFOLD
FIRE HOSE VALVE CABINET
2 WAY-FLUSH OUTLET BODY
3 WAY-FLUSH PLATE
#
DWG
EQ
#
DSP DRY SPRINKLER PIPING
WATER FLOW PRESSURE SWITCH
WATER FLOW SWITCH
HVAC HEATING VENTILATION AND AIR CONDITIONING CONTRACTOR
PS
WF/PS
WF
FHV FIRE HOSE VALVE INSPECTORS TEST VALVE
FIRE PROTECTION LEGEND AND ABBREVIATIONS
FCVA
FIRE COMMAND CENTER
FDC FIRE DEPARTMENT CONNECTION
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:58:54 AMNTS
405
111 0
AE 0054-17
INL
INL
MJA
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFN501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION LEGENDS AND ABBREVIATIONS
BRT-405-MFN500
FIRE PROTECTION SHEET LIST
SHEET NUMBER SHEET NAME
405-MFN501 FIRE PROTECTION LEGENDS AND ABBREVIATIONS
405-MFN502 FIRE PROTECTION GENERAL NOTES
405-MFP501 FIRE PROTECTION PLAN - LEVEL 1
405-MFP502 FIRE PROTECTION PLAN - LEVEL 2
405-MFP503 FIRE PROTECTION PLAN - LEVEL 3
405-MFP504 FIRE PROTECTION PLAN - LEVEL 4
405-MFP505 FIRE PROTECTION PLAN - LEVEL 5
405-MFD501 FIRE PROTECTION DETAILS
FIRE PROTECTION GENERAL NOTES
1.PROVIDE AUTOMATIC DRY-PIPE SPRINKLER SYSTEMS AND A CLASS I MANUAL DRY STANDPIPE SYSTEM THROUGHOUT THE
RENTON PARKING GARAGE BUILDING, HEREINAFTER REFERRED TO AS “THE FACILITY”. PROVIDE A NITROGEN GENERATOR
FOR DRY SPRINKLER AND STANDPIPE SYSTEM. DO NOT USE COMPRESSED AIR.
2.CONTRACTOR SHALL CONDUCT A FIRE HYDRANT WATER SUPPLY TEST.IF MUNICIPAL WATER SUPPLY IS NOT ADEQUATE
FOR SPRINKLER SYSTEMS, PROVIDE A FIRE PUMP TO SUPPLEMENT THE MUNICPAL WATER SUPPLY.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A FIRE HYDRANT FLOW TEST, PREPARING SHOP DRAWINGS FOR
AHJ REVIEW AND FOR FURNISHING AND INSTALLING ALL MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE AND
OPERATIONAL SYSTEM AS DESCRIBED IN THE PROJECT SPECIFICATIONS AND THESE DRAWINGS.
4.APPLICABLE CODES AND REGULATIONS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING CODES
AND REGULATIONS:
•NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION
•NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2016 EDITION
•NFPA 20, STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION, 2016 EDITION
•NFPA 88A, STANDARD FOR PARKING STRUCTURES, 2015 EDITION
•2018 STATE BUILDING CODE; BUILDING CODE
•2018 STATE BUILDING CODE; FIRE PREVENTION CODE
•THE MANUFACTURER'S REQUIREMENTS
•OTHER REFERENCED CODES AND STANDARDS, AS APPLICABLE
5.ALL REFERENCES TO THE ENGINEER SHALL MEAN WSP. ALL REFERENCES TO THE OWNER SHALL MEAN THE SOUTH
RENTON TRANSIT CENTER. ALL REFERENCE TO THE AHJ SHALL MEAN THE CITY OF RENTON.
6.SPRINKLER SPACING AND HYDRAULIC DESIGN CRITERIA HAS BEEN DETERMINED BY NFPA 13 FOR THE HAZARD
PROTECTED. SPRINKLER SYSTEMS MUST BE DESIGNED USING HYDRAULIC CALCULATIONS. THE FOLLOWING DESIGN
CRITERIA APPLIES:
•RESTROOMS AND SECURITY ROOMS, AND SIMILAR AREAS –LIGHT HAZARD: 0.10 GPM/SQ.FT OVER 1,500
SQ.FT, WITH A 100 GPM HOSE STREAM ALLOWANCE. K-5.6 SPRINKLERS.
•PARKING GARAGE, MECHANICAL, ELECTRICAL AND STORAGE ROOMS –ORDINARY HAZARD GROUP 1: 0.15
GPM SQ FT OVER 2,535 SQ FT, WITH A 250 GPM HOSE STREAM ALLOWANCE. K-8.0 SPRINKLERS.
•GENERATOR ROOM-EXTRA HAZARD GROUP 1: 0.3 GPM SQ FT OVER ENTIRE ROOM, WITH A 500 GPM HOSE
STREAM ALLOWANCE. K-8.0 SPRINKLERS.
7.ALL WORK SHALL BE COORDINATED WITH THE OWNER.
8.ALL MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES, INC. (U.L.) AND/OR FM APPROVED FOR USE ON
COMMERCIAL FIRE PROTECTION SYSTEMS.
9.SPRINKLER TYPES:
•INTERIOR AREAS WITH FINISHED CEILINGS: QUICK RESPONSE, STANDARD SPRAY, SEMI-RECESSED DRY
PENDENT, ORDINARY TEMPERATURE, WHITE WITH WHITE ESCUTCHEON PLATE.
•INTERIOR AREAS WITH UNFINISHED CEILINGS: STANDARD SPRAY, UPRIGHT, TEMPERATURE RATING AS
REQUIRED BY ROOM PROTECTED, WITH BRASS FINISH.
10.SPRINKLER PIPE AND FITTINGS SHALL MEET THE FOLLOWING CRITERIA:
•PIPE SIZES 2" AND SMALLER: SCHEDULE 40, BLACK STEEL, MEETING ASTM A53 (TYPE E GRADE B) OR A795
(TYPE E GRADE A) SPECIFICATIONS, CONNECTED WITH THREADED FITTINGS.
•PIPE SIZES 2-1/2" AND LARGER: SCHEDULE 10, BLACK STEEL, MEETING ASTM A135 OR A795 TYPE E GRADE A
SPECIFICATIONS, CONNECTED WITH LISTED GROOVED COUPLINGS.
•THREADED FITTINGS FOR SCHEDULE 40 PIPE SHALL CONFORM WITH NFPA 13.
•ROLL-GROOVED FITTINGS FOR SCHEDULE 10 PIPE SHALL BE UL LISTED. COUPLINGS SHALL COMPLY WITH
ASTM A536, AND A183 SPECIFICATIONS WITH GRADE E, TYPE A GASKETS. ALL COMPONENTS SHALL BE
FROM A SINGLE MANUFACTURER.
•COUPLINGS AND GASKETS SHALL BE UL LISTED AND FM APPROVED FOR USE ON DRY PIPE SYSTEMS.
PROVIDE A NITROGEN GENERATOR IN LIEU OF COMPRESSED AIR FOR DRY SYSTEMS.
11.ALL PIPING INSTALLED IN FINISHED AREAS SHALL BE INSTALLED CONCEALED UNLESS OTHERWISE APPROVED BY THE
OWNER.
12.ALL NECESSARY CONNECTIONS TO THE FIRE ALARM SYSTEM SHALL BE MADE BY AND COORDINATED WITH THE FIRE
ALARM CONTRACTOR.
13.AUXILIARY DRAINS ARE NOT SHOWN ON THESE DRAWINGS. LOCATIONS OF AUXILIARY DRAINS SHALL BE DETERMINED BY
THE CONTRACTOR; WHERE A CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE OF THE SYSTEM PIPING THROUGH THE
MAIN DRAIN VALVE. SIGNS SHALL BE PROVIDED TO INDICATE AUXILIARY DRAIN LOCATIONS.
14.UPON COMPLETION OF THE NEW SYSTEM INSTALLATION, HYDROSTATIC TESTING SHALL BE CONDUCTED IN ACCORDANCE
WITH NFPA 13 AND WITNESSED BY THE AHJ.
15.ALL SPRINKLER WORK SHALL BE INSPECTED BY A REPRESENTATIVE OF THE AHJ.
16.ALL DRY PIPE SYSTEMS SHALL BE PITCHED PER THE REQUIREMENTS OF NFPA 13.
17.ALL HANGERS SHALL BE U.L. LISTED FOR USE WITH SPRINKLER SYSTEMS. HANGER INSTALLATION AND SPACING SHALL BE
IN ACCORDANCE WITH NFPA 13.
18.PROVIDE SEISMIC BRACING. SPRINKLER AND STANDPIPE SYSTEM PIPING SHALL WITHSTAND THE EFFECTS OF MOTIONS AS
DETERMINED ACCORDING TO NFPA 13 AND ASCE/SEI7.
19.DRY PORTIONS OF SPRINKLER AND STANDPIPE SYSTEM SHALL BE SUPPLIED BY A NITROGEN GENERATOR. PROVIDE
EMERGENCY POWER FOR AIR COMPRESSOR THAT SUPPLIES NITROGEN GENERATOR. AIR COMPRESSOR MUST HAVE A
HARD WIRED CONNECTION AND HAVE OVERLOAD PROTECTION. COORDINATE FINAL NITROGEN GENERATOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED FILL TIME AS DETERMINED
BY CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW ADEQUATE CLEARANCES PROVIDE NITROGEN GENERATOR
FOR FILLING THE DRY PORTION OF THE SPRINKLER SYSTEM. STORAGE TANKS WILL NOT BE ACCEPTABLE IN LIEU OF A
NITROGEN GENERATOR.
THE FIRE PROTECTION CONTRACT DRAWINGS ARE THE "PRELIMINARY PLANS" DEFINED BY NFPA 13, A.14.1 PREPARED FOR
PRELIMINARY SUBMISSION TO THE AUTHORITIES HAVING JURISDICTION TO OBTAIN A PERMIT. THE CONTRACT DRAWINGS
INDICATE A PARTIAL DESIGN AND SPECIFY THE DESIGN CRITERIA TO BE USED BY THE INSTALLING CONTRACTOR WHO FINALIZES
THE SYSTEM LAYOUT AND PROVIDES HYDRAULIC CALCULATIONS. THE PRELIMINARY PLANS ONLY SHOW THE "TENTATIVE
LOCATION OF MAJOR PIPING INCLUDING MAINS, RISERS, OVERHEAD MAINS AND FIRE DEPARTMENT CONNECTIONS." THE
SPRINKLER AND PIPING LAYOUTS AND PIPE SIZES SHOWN ON THE CONTRACT DRAWINGS ARE TO DEFINE THE BASIC SCOPE FOR
PERMITTING AND ARE NOT INTENDED TO BE COMPLETE TAKE OFF BID DOCUMENTS FOR COMPETITIVE BIDDING. THE DRAWINGS
ARE DIAGRAMMATIC AND SHALL BE USED IN CONJUNCTION WITH THE SPECIFIED REQUIREMENTS TO PROVIDE COMPLETE, FULLY
FUNCTIONAL AND CODE COMPLIANT SYSTEMS.
THE SCOPE OF WORK OF THE FIRE PROTECTION CONTRACT INCLUDES:
•PREPARATION OF WORKING (FABRICATION) DRAWINGS AS DEFINED BY NFPA 13.
•COMPLETE SPRINKLER PROTECTION IN COMPLIANCE WITH NFPA 13.
•COMPLETE STANDPIPE SYSTEMS IN COMPLIANCE WITH NFPA 14.
•HYDRAULIC CALCULATIONS FOR THE ACTUAL INSTALLATION CONDITIONS BASED ON THE COORDINATION DRAWINGS.
•COORDINATION WITH OTHER TRADES.
•ON SITE FIELD SURVEY, MEASUREMENT, DESIGN AND FABRICATION.
•HYDRANT FLOW TESTING IN ACCORDANCE WITH NFPA 291 TO CONFIRM AVAILABLE WATER SUPPLY.
SPRINKLER WORK NOTES
*ALL SPRINKLERS ARE TO BE QUICK RESPONSE WHERE ALLOWED.
LIGHT HAZARD:
-DENSITY=0.1 GPM/S.F. FOR MOST REMOTE 1,500 S.F. WITH 100 GPM HOSE STREAM
-SPRINKLER COVERAGE 225 S.F. (MAX.)
ORDINARY HAZARD, GROUP I:
-DENSITY=0.15 GPM/S.F. FOR MOST REMOTE 1,500 S.F. WITH 250 GPM HOSE STREAM
-SPRINKLER COVERAGE 130 S.F. (MAX.)
ORDINARY HAZARD, GROUP II:
-DENSITY=0.2 GPM/S.F. FOR MOST REMOTE 1,500 S.F. 1,950 S.F FOR DRY SYSTEMS. WITH 250 GPM HOSE STREAM
-SPRINKLER COVERAGE 130 S.F. (MAX.)
EXTRA HAZARD, GROUP I:
-DENSITY=0.3 GPM/S.F. FOR MOST REMOTE 2,500 S.F. WITH 500 GPM HOSE STREAM
-SPRINKLER COVERAGE 100 S.F. (MAX.)
EXTRA HAZARD, GROUP II:
-DENSITY=0.4 GPM/S.F. FOR MOST REMOTE 2,500 S.F. WITH 500 GPM HOSE STREAM
-SPRINKLER COVERAGE 100 S.F. (MAX.)
*ALL HYDRAULIC CALCULATIONS SHALL INCLUDE AN INSIDE HOSE STREAM ALLOWANCE OF 100 GPM AT HOSE VALVE CONNECTIONS.
SPRINKLER DESIGN CRITERIA
1.
2.
FIRE PROTECTION NOTES
LIGHT HAZARD CRITERIA ASSUMED, UNLESS NOTED OTHERWISE.
ORDINARY HAZARD, GROUP I: LABELED
ORDINARY HAZARD, GROUP II: LABELED
EXTRA HAZARD, GROUP I: LABELED
EXTRA HAZARD, GROUP II: LABELED
REFER TO NFPA 13 FOR SPRINKLER SYSTEM REQUIREMENTS BASED ON HAZARD.
SPRINKLER HAZARD LEGEND
OH2
OH1
EH1
EH2
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:58:54 AMNTS
405
112 0
AE 0054-17
INL
INL
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFN502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION GENERAL NOTES
BRT-405-MFN500
DRY VALVE ASSEMBLY SCHEDULE
EQUIPTMENT
TAG
ELECTRICAL
EQUIPTMENT
REMARKS
TYPE #
VOLT
AGE
TEXT
PHA
SE
H
P RPM
DV 1
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 2
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 3
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 4
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 5
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 6
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 7
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 8
120 1 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DRY VALVE ASSEMBLY SCHEDULE
EQUIPTME
NT TAG
ELECTRICAL
EQUIPTMENT
REMARKS
TYPE #
VOLT
AGE
TEXT
PHA
SE
H
P RPM
DV 1
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 2
120 1 1 1700 PRE-FABRICATED DRY VALVE PACKAGE SUPPLIED BY A NITROGEN GENERATOR. THE PACKAGE
SHALL BE UL LISTED. DRY VALVE SERVE THE GARAGE ON LEVEL 1. PROVIDE EMERGENCY
POWER FOR AIR COMPRESSORS. CONTRACTOR TO COORDINATE FINAL AIR COMPRESSOR
REQUIREMENTS WITH ELECTRICAL CONTRACTOR BASED ON SYSTEM VOLUME AND ESTIMATED
FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
AMPS. PROVIDE HARD WIRED CONNECTION TO POWER AIR COMPRESSOR. AIR COMPRESSOR
MOTOR SHALL HAVE INTERGAL OVERLOAD PROTECTION.
DV 3 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 2
DV 4 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 2
DV 5 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 3
DV 6 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 3
DV 7 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 4DV3FILL TIME AS DETERMINED BY THEIR CALCULATIONS. COORDINATE WITH ALL TRADES TO ALLOW
ADEQUATE CLEARANCES. PROVIDE NITROGEN GENERATOR TO SUPPLY DRY PIPE SYSTEMS IN
LIEU OF COMPRESSED AIR. NITROGEN GENERATOR HAS THE FOLLOWING ELECTRICAL
CHARACTERISTICS: POWER SUPPLY OF 120 VAC/1 PHASE/60 Hz AND POWER CONSUMPTION OF 2
DV 7 120 1 1 1700 SAME AS ABOVE EXCEPT SERVES LEVEL 48
MJA
BTP120105
BTP120104
ELEV#2
ELEV#1
BTP120106
UP
UP 4.5%
4.5%
BTP120101
BTP120109
BTP120107
BTP120102
BTP120103
UP TO LEVEL 1.5
UP TO LEVEL 2
BTP120108
BTP120110
BTP120111
BTP120112
BTP120113
STR#1
STR#2
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11
12
13
2
DV
1
DV
4
DV
5
DV3
DV
6
DV
1
2 3
4 5
6
6
7
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:58:57 AM1/16" = 1'-0"
405
113 0
AE 0054-17
INL
INL
MJA
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION PLAN - LEVEL 1
BRT-405-MFP500
SCALE: 1/16" = 1'-0"405-MFP501
FIRE PROTECTION PLAN - LEVEL 1 & 1.5 1
SHEET NOTES:
1.REFER TO SHEET MFN501 AND MFN502 FOR MORE
INFORMATION.
2.EQUIPMENT SHOWN IS DIAGRAMMATIC AND IS NOT INTENDED
TO SHOW EVERY PIECE OF EQUIPMENT NECESSARY. THE
CONTRACTOR IS RESPONSIBLE FOR A COMPLETE, COMPLIANT
SYSTEM.
3.ANY SIZES SHOWN ARE FOR REFERENCE ONLY. FINAL PIPE
AND EQUIPMENT SIZES ARE THE RESPONSIBILITY OF THE
INSTALLING CONTRACTOR BASED ON THEIR HYDRAULIC
CALCULATIONS.
4.THE FINAL SIZE, QUANTITY, AND LOCATIONS OF DRY SPRINKLER
VALVES PROVIDED IS THE RESPONSIBILITY OF THE INSTALLING
CONTRACTOR IN ACCORDANCE WITH THEIR CALCULATIONS.
NUMBERED NOTES:
1 PIPING TO BE INSULATED AND HEAT TRACED.
FOR ALL WET PIPING INSTALLED IN AREAS
SUBJECT TO TEMPERATURES BELOW 40F.
FIRE ALARM SHALL MONITOR LOSS OF
POWER TO HEAT TRACE SYSTEM. TYPICAL.
2 4-WAY, SQUARE PATTERN FLUSH-MOUNTED
FIRE DEPARTMENT CONNECTION FOR
MANUAL DRY STANDPIPES.
3 PROVIDE CHECK VALVE WITH AUTO BALL
DRIP FOR FDC PIPING.
4 INSTALL 6" DOUBLE CHECK BACKFLOW
PREVENTER.
5 INCOMING 8" FIRE SERVICE PIPING.
6 SPRINKLER PIPING UP
7 2-WAY, SQUARE PATTERN FLUSH-MOUNTED
FIRE DEPARTMENT CONNECTION FOR
SPRINKLERS.
ELEV#2
ELEV#1
BTP120202
BTP120201
BTP120203
UP4.2%
UP4.2%
STR#1
UP TO LEVEL 3 DOWN TO LEVEL 1.5
UP TO LEVEL 2.5
UP TO LEVEL 2.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11
12
13
1
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:59:01 AM1/16" = 1'-0"
405
114 0
AE 0054-17
INL
INL
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFP502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION PLAN - LEVEL 2
BRT-405-MFP500
SCALE: 1/16" = 1'-0"405-MFP502
FIRE PROTECTION PLAN - LEVEL 2 & 2.5 1
SHEET NOTES:
1.REFER TO SHEET MFN501 AND MFN502 FOR
MORE INFORMATION.
2.EQUIPMENT SHOWN IS DIAGRAMMATIC AND IS
NOT INTENDED TO SHOW EVERY PIECE OF
EQUIPMENT NECESSARY. THE CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE, COMPLIANT
SYSTEM.
3.ANY SIZES SHOWN ARE FOR REFERENCE ONLY.
FINAL PIPE AND EQUIPMENT SIZES ARE THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR BASED ON THEIR HYDRAULIC
CALCULATIONS.
4.THE FINAL SIZE, QUANTITY, AND LOCATIONS OF
DRY SPRINKLER VALVES PROVIDED IS THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR IN ACCORDANCE WITH THEIR
CALCULATIONS.
NUMBERED NOTES:
1 SPRINKLER PIPING UP
MJA
ELEV#2
ELEV#1
STR#1
STR#2
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11
12
13
1
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:59:03 AM1/16" = 1'-0"
405
115 0
AE 0054-17
INL
INL
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFP503PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
FIRE PROTECTION
FIRE PROTECTION PLAN - LEVEL 3
BRT-405-MFP500
SCALE: 1/16" = 1'-0"405-MFP503
FIRE PROTECTION LEVEL - LEVEL 3 & 3.5 1
SHEET NOTES:
1.....1.REFER TO SHEET MFN501 AND MFN502 FOR
MORE INFORMATION.
2.EQUIPMENT SHOWN IS DIAGRAMMATIC AND IS
NOT INTENDED TO SHOW EVERY PIECE OF
EQUIPMENT NECESSARY. THE CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE, COMPLIANT
SYSTEM.
3.ANY SIZES SHOWN ARE FOR REFERENCE ONLY.
FINAL PIPE AND EQUIPMENT SIZES ARE THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR BASED ON THEIR HYDRAULIC
CALCULATIONS.
4.THE FINAL SIZE, QUANTITY, AND LOCATIONS OF
DRY SPRINKLER VALVES PROVIDED IS THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR IN ACCORDANCE WITH THEIR
CALCULATIONS.
NUMBERED NOTES:
1 RISER UP
MJA
ELEV#2
ELEV#1
BTP120402
BTP120401
BTP120403
STR#2
STR#1
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11
12
13
1
7
DV
8
DV
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:59:05 AM1/16" = 1'-0"
405
116 0
AE 0054-17
INL
INL
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFP504PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION PLAN - LEVEL 4
BRT-405-MFP500
SCALE: 1/16" = 1'-0"405-MFP504
FIRE PROTECTION PLAN - LEVEL 4 & 4.5 1
SHEET NOTES:
1.....1.REFER TO SHEET MFN501 AND MFN502 FOR
MORE INFORMATION.
2.EQUIPMENT SHOWN IS DIAGRAMMATIC AND IS
NOT INTENDED TO SHOW EVERY PIECE OF
EQUIPMENT NECESSARY. THE CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE, COMPLIANT
SYSTEM.
3.ANY SIZES SHOWN ARE FOR REFERENCE ONLY.
FINAL PIPE AND EQUIPMENT SIZES ARE THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR BASED ON THEIR HYDRAULIC
CALCULATIONS.
4.THE FINAL SIZE, QUANTITY, AND LOCATIONS OF
DRY SPRINKLER VALVES PROVIDED IS THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR IN ACCORDANCE WITH THEIR
CALCULATIONS.
NUMBERED NOTES:
1 LEVEL 4 DRY PIPE VALVES NEED TO BE
LOCATED IN A HEATED ROOM (ABOVE 40
DEGREES F). HEAT TRACED PIPE OR A
CONDITIONED CHASE NEEDS TO BE
PROVIDED FOR THE DRY PIPE VALVES ON
LEVEL 4. IF HEAT TRACED PIPE IS PROVIDED
IT HAS TO MONITORED FOR POWER LOSS BY
THE FIRE ALARM SYSTEM. IF POSSIBLE
LOCATE LEVEL 4 DRY PIPE VALVES IN
BPT120110.
MJA
ELEV#2
ELEV#1
UP4.2%
UP4.2%
STR#1
STR#2
DOWN TO LEVEL 4.5
UP TO LEVEL 5.5
UP TO LEVEL 5.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11
12
13
N
NOT FOR CONSTRUCTION
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:59:07 AM1/16" = 1'-0"
405
117 0
AE 0054-17
INL
INL
MJA
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFP505PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION PLAN - LEVEL 5
BRT-405-MFP500
SCALE: 1/16" = 1'-0"405-MFP505
FIRE PROTECTION PLAN - LEVEL 5 & 5.5 1
SHEET NOTES:
1.....1.REFER TO SHEET MFN501 AND MFN502 FOR
MORE INFORMATION.
2.EQUIPMENT SHOWN IS DIAGRAMMATIC AND IS
NOT INTENDED TO SHOW EVERY PIECE OF
EQUIPMENT NECESSARY. THE CONTRACTOR IS
RESPONSIBLE FOR A COMPLETE, COMPLIANT
SYSTEM.
3.ANY SIZES SHOWN ARE FOR REFERENCE ONLY.
FINAL PIPE AND EQUIPMENT SIZES ARE THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR BASED ON THEIR HYDRAULIC
CALCULATIONS.
4.THE FINAL SIZE, QUANTITY, AND LOCATIONS OF
DRY SPRINKLER VALVES PROVIDED IS THE
RESPONSIBILITY OF THE INSTALLING
CONTRACTOR IN ACCORDANCE WITH THEIR
CALCULATIONS.
NUMBERED NOTES:
2.
1.
WITH LOCAL FIRE DEPARTMENT.
THREADS ON FIRE DEPT. CONNECTION
SPRINKLER CONTRACTOR TO COORDINATE
WITH LOCAL FIRE DEPARTMENT.
HEIGHT & LOCATION OF FIRE DEPT. CONNECTION
SPRINKLER CONTRACTOR TO COORDINATE
NOTES
GRADE
18"-48"
(4) x 2 1/2"
CONNECTIONS
STANDPIPE
FIRE DEPT CONN
TT
TO FIRE SUPPRESSION
SYSTEM
OSY VALVE W/TAMPER
SWITCH -TYPICAL
SHALL MEET ASSE 1048
DOUBLE CHECK VALVE
SIZE PER NFPA 13
FROM WATER
SUPPLY SYSTEM
INSPECTORS TEST/DRAIN
STATION -SPILL TO FLOOR
OR FLOOR DRAIN WITH AIR
GAP DISCHARGE.
STANDPIPE
175LB. WWP
NOTES:
1.ALL FHV'S TO BE LOCATED A MAXIMUM OF 5'-0" A.F.F.
2.ALL THREADS AS APPROVED BY LOCAL FIRE MARSHALL'S OFFICE.
2-1/2" ANGLE VALVE
2-1/2" X 1-1/2" REDUCER
CAP AND CHAIN
LUGS FOR SPANNER
DSPDSP
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
FIRE DEPARTMENT
CONNECTION
2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV
FIRE DEPARTMENT
CONNECTION DSP2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV DSPDSPDOUBLE CHECK DETECTOR
BACKFLOW PREVENTER
ASSEMBLY
T T
8" WATER SERVICE
F
DSP DSP2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV DSPDSP DSP2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV DSPDSP DSP2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV DSPDSP DSP2½"FDV
2½"FDV
2½"FDV
2½"FDV
2½" FDV DSPDRY VALVE
F
T CONTROL VALVE WITH TAMPER
SWITCH
CHECK VALVE
FLOW SWITCH
2-1/2" FIRE HOSE VALVE
2-1/2" FIRE HOSE VALVE IN CABINET
LEGEND:
RISER IS DIAGRAMMATIC ONLY AND NOT INTENDED TO SHOW
ELEVATIONS OF EQUIPMENT ABOVE FLOOR LEVELS
ACCURATELY. REFER TO FLOOR PLANS FOR EXACT EQUIPMENT
LOCATIONS.
NOTES:
T
DP
T T T T T
T T
DP
DP
DP
DP
DP
DP
DP
2.
1.
WITH LOCAL FIRE DEPARTMENT.
THREADS ON FIRE DEPT. CONNECTION
SPRINKLER CONTRACTOR TO COORDINATE
WITH LOCAL FIRE DEPARTMENT.
HEIGHT & LOCATION OF FIRE DEPT. CONNECTION
SPRINKLER CONTRACTOR TO COORDINATE
NOTES
GRADE
18"-48"
(3) x 2 1/2"
CONNECTIONS
AUTO SPKR
FIRE DEPT CONN
N
DRAWING NO.:
FACILITY ID:
SHEET No:REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-FP-v2020.rvt2/8/2022 8:58:54 AMNTS
405
118 0
AE 0054-17
INL
INL
MJA
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-MFD501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
MECHANICAL
FIRE PROTECTION DETAILS
BRT-405-MFD500
NTS3STANDPIPE FIRE DEPARTMENT CONNECTION DETAIL
NTS2BACKFLOW PREVENTER ASSEMBLY DETAIL
NTS1FIRE HOSE VALVE DETAIL 1
NTS5FIRE PROTECTION RISER DIAGRAM MANUAL DRY STANDPIPENTS4SPRINKLER FIRE DEPARTMENT CONNECTION DETAIL
TV
GFR
S
B
P
B
J
J
M
CTB
T
F
VFD
VFD
EPO
G
G
$
$
$
$
$
LC
$
$
$
PC
P
L
2S
2D
4D
4S
DZC
$
$
OS
OS
TVTV
WAP XX,XXXASPD
B
B B
B
M
M
M
GFP
OS
OS
VS
VS
GROUND FAULT RELAY
ABBREVIATIONS
CENTER LINE
AFF ABOVE FINISHED FLOOR
AIC AMPERES INTERRUPTING CAPACITY
AF/AS AMPERE RATING OF FUSE/SWITCH
AT/AF AMPERE RATING OF CIRCUIT, BREAKER TRIP/FRAME
ATS AUTOMATIC TRANSFER SWITCH
BMS BUILDING MANAGEMENT SYSTEM
CKT CIRCUIT
DPDT DOUBLE POLE DOUBLE THROW
DPST DOUBLE POLE SINGLE THROW
(E)EXISTING TO REMAIN
EC EMPTY CONDUIT
ECC ENGINEER'S CONTROL CENTER
ELEV ELEVATOR
EMT ELECTRICAL METALLIC TUBING
FCC FIRE CONTROL CENTER
GFI GROUND FAULT CIRCUIT INTERRUPTOR
GND GROUND
IDF INTERMEDIATE DISTRIBUTION FRAME ROOM
IN INCH
MCP MOTOR CIRCUIT PROTECTOR
MDF MAIN DISTRIBUTION FRAME ROOM
MIC MINERAL INSULATED CABLE
(N)NEW
NC NORMALLY CLOSED
NO NORMALLY OPEN
NTS NOT TO SCALE
PVC POLYVINYL CHLORIDE CONDUIT
(R) EXISTING TO BE RELOCATED
RAC RIGID ALUMINUM CONDUIT
RSC RIGID STEEL CONDUIT
SCC SECURITY CONTROL CENTER
SLD SINGLE LINE DIAGRAM
SPST SINGLE POLE SINGLE THROW
TEL TELECOM
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
WP WEATHERPROOF
WT WATERTIGHT
(X) EXISTING TO BE REMOVED
XP EXPLOSION PROOF
POWER LEGEND
ATS, CPC, DPH, DPL, DSH, DSL, MCC OR
MS: SIZE APPROXIMATELY AS SHOWN.
DOUBLE LINE INDICATES FRONT.
SURFACE MOUNTED PANELBOARD:277/480V
SIZE APPROXIMATELY AS SHOWN
RECESSED MOUNTED PANELBOARD:277/480V
SIZE APPROXIMATELY AS SHOWN
SURFACE MOUNTED PANELBOARD:120/208V
SIZE APPROXIMATELY AS SHOWN
RECESSED MOUNTED PANELBOARD:120/208V
SIZE APPROXIMATELY AS SHOWN
TELECOM BACKBOARD: LENGTH APPROXIMATELY AS SHOWN
BUSWAY RISER WITH PLUG IN UNIT,
FUSE
BUSWAY RISER WITH PLUG IN UNIT,
BREAKER
BUSWAY HORIZONTAL
CABLE TAP BOX
STEP DOWN TRANSFORMER
GENERATOR
GENERATOR IN WP ENCLOSURE
HEAVY DUTY DISCONNECT SWITCH
HEAVY DUTY DISCONNECT SWITCH WITH FUSE
MOTOR STARTER
COMBINATION MOTOR STARTER/DISCONNECT SWITCH
VFD WITH DISCONNECT, NOT PROVIDED UNDER
ELECTRICAL SCOPE
VFD WITHOUT DISCONNECT, NOT PROVIDED UNDER
ELECTRICAL SCOPE
EMERGENCY POWER OFF BUTTON
MOTORIZED DOOR CONTROLLER (FURNISHED WITH
DOOR)
MOTORIZED SHADE CONTROLLER (FURNISHED WITH
SHADES)
PROJECTION SCREEN CONTROLLER (FURNISHED WITH
SCREEN)
SPEED CONTROLLER (FURNISHED WITH EQUIPMENT)
THERMAL OVERLOAD/DISCONNECT SWITCH
MOTOR CONNECTION
JUNCTION BOX, CEILING MOUNTED
JUNCTION BOX, WALL MOUNTED
PULL BOX
SPLICE BOX
FLOOR GROUND BAR
CIRCUIT BREAKER
SWITCH AND FUSE
DRAWOUT TYPE CIRCUIT BREAKER
DRAWOUT TYPE SWITCH AND FUSE
CIRCUIT BREAKER IN ENCLOSURE
CURRENT TRANSFORMER
TRANSFORMER
RACEWAY LEGEND
CONDUIT CONCEALED ABOVE CEILING OR WITHIN WALL
CONDUIT BELOW GRADE OR EMBEDDED WITHIN SLAB
CONDUIT UP
CONDUIT DOWN
CONDUIT STUBBED OUT WITH BUSHING
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
CONDUIT STUBBED OUT AND CAPPED
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
AUDIO/VISUAL SYSTEM RACEWAY
CABLE TRAY
GROUNDING SYSTEM RACEWAY
FIRE ALARM SYSTEM RACEWAY
SECURITY SYSTEM RACEWAY
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
TELECOM SYSTEM RACEWAY
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
TELEVISION SYSTEM RACEWAY
NOTE: PROVIDE PULLSTRING IN EACH EMPTY RACEWAY
CONDUIT HOMERUN
NOTE: MAXIMUM OF THREE BRANCH CIRCUITS FOR EACH
HOMERUN, UON
DUPLEX RECEPTACLE OUTLET: 125V ONE HALF
SWITCHED
PUSH BUTTON
POWER TYPE PLUGSTRIP OR SURFACE RACEWAY, LENGTH
APPROXIMATELY AS SHOWN
TELECOM TYPE PLUGSTRIP OR SURFACE RACEWAY,
LENGTH APPROXIMATELY AS SHOWN
TELEVISION COAXIAL OUTLET
WIRING DEVICE LEGEND
COMBINATION DUPLEX RECEPTACLE/TELECOM
OUTLET: 125V
COMBINATION DOUBLE DUPLEX RECEPTACLE/
TELECOM
OUTLET: 125V
TELECOM OUTLET
POWER CONNECTION TO ELECTRIFIED FURNITURE
SYSTEM
TELECOM CONNECTION TO ELECTRIFIED FURNITURE
SYSTEM
DUPLEX RECEPTACLE OUTLET: 125V
DEDICATED DUPLEX RECEPTACLE OUTLET: 125V
WIRING DEVICE SUBSCRIPT LEGEND
AC = ABOVE COUNTER
GFI = GROUND FAULT CIRCUIT INTERRUPTER
IG = ISOLATED GROUND
WP = WEATHERPROOF
a = LOWER CASE LETTER INDICATES SWITCH CONTROL
6 = NUMBER INDICATES CIRCUIT NUMBER
IG = ISOLATED GROUND (ONE OF DOUBLE DUPLEX)
ELECTRICAL LEGEND AND ABBREVIATIONS
EQUIPMENT TAG
GROUNDING CONDUCTOR
PHASE CONDUCTOR(S)
ISOLATED GROUNDING CONDUCTOR
NEUTRAL CONDUCTOR
A AMPERES
AL ALUMINUM
C CONDUIT (GENERIC TERM FOR RACEWAY - PROVIDE AS SPECIFIED)
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CU COPPER
DWG DRAWING
EWC ELECTRIC WATER COOLER
FA FIRE ALARM
FP FIRE PROTECTION SYSTEM INSTALLER
GC GENERAL CONTRACTOR
JB JUNCTION BOX
HP HORSEPOWER
HVAC HEATING, VENTILATING AND AIR CONDITIONING INSTALLER
KCMIL THOUSAND CIRCULAR MILS
KVA KILO-VOLT AMPERE
KW KILO-WATT
LTG LIGHTING
MCB MAIN CIRCUIT BREAKER
MDP MAIN DISTRIBUTION PANEL
MLO MAIN LUGS ONLY
MTD MOUNTED
MTG MOUNTING
MTS MANUAL TRANSFER SWITCH
NIC NOT IN CONTACT
P POLE
PL PLUMBING SYSTEM INSTALLER
PWR POWER
RGS RIGID GALVANIZED STEEL
SN SOLID NEUTRAL
PH PHASE
PB PULL BOX
SF-1
TB TELECOM BACKBOARD
CEILING FLOOR WALL
N/A
N/A
N/A
N/A
SPECIAL PURPOSE RECEPTACLE OUTLET: RATING AS
INDICATED
N/AN/A
BUZZER
BELL
DOUBLE DUPLEX RECEPTACLE OUTLET: 125V ONE
HALF SWITCHED
N/A
N/A
ONE-LINE DIAGRAM LEGEND
AUTOMATIC TRANSFER SWITCH
PANEL - REFER TO EQUIPMENT NAMING LEGEND ON THIS
SHEET
BUS
RACEWAY
DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
MOTOR
LIGHTING DEVICE LEGEND
LIGHTING CONTROL SWITCH. LOW VOLTAGE, UON
ILLUMINATED HANDLE SWITCH
KEY SWITCH
TIMER SWITCH
PHOTOCELL
OCCUPANCY SENSOR; WALL MOUNTED
OCCUPANCY SENSOR; CEILING MOUNTED
LIGHTING LEGEND
LIGHTING FIXTURE; CEILING MOUNTED
LIGHTING FIXTURE; WALL MOUNTED
LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN;
CEILING MOUNTED
LIGHTING FIXTURE, SIZE APPROXIMATELY AS SHOWN;
WALL MOUNTED
LIGHTING FIXTURE CONNECTED TO
EMERGENCY POWER SYSTEM
LIGHTING FIXTURE, CONTINUOUS ROW; CEILING MOUNTED
LIGHTING FIXTURE, WALL WASHER; CEILING MOUNTED
LIGHTING FIXTURE(S); POLE MOUNTED
LIGHTING FIXTURE SUBSCRIPTS:
NUMBER INDICATES CIRCUIT,
LOWERCASE LETTER INDICATES SWITCH CONTROL
UPPERCASE LETTER INDICATES FIXTURE TYPE
LIGHTING TRACK WITH FIXTURES, LENGTH APPROXIMATELY
AS SHOWN
ARROWS AS SHOWN, ILLUMINATED FACE AS INDICATED
BY SHADING, CONNECT TO EMERGENCY POWER SYSTEM
EXIT SIGN; WALL MOUNTED
EXIT SIGN; CEILING MOUNTED
EXIT SIGN; PENDENT MOUNTED
EXIT SIGN, LOW LEVEL; RECESSED IN WALL
EXIT SIGNS
2 a
A
2-BUTTON LOW-VOLTAGE WALL SWITCH
2-BUTTON LOW-VOLTAGE WALL-MOUNTED DIMMING SCENE SELECTOR
WITH RAISE/LOWER
DIMMING ZONE CONTROLLER, RECESSED IN WALL
4-BUTTON LOW-VOLTAGE WALL SWITCH
4-BUTTON LOW-VOLTAGE WALL-MOUNTED DIMMING SCENE SELECTOR
WITH RAISE/LOWER
OCCUPANCY SENSOR SWITCH
+XX" = MOUNTING HEIGHT ABOVE FINISHED FLOOR
WIRELESS ACCESS POINTN/AN/A
COMBINATION VOICE & TELECOM OUTLET
SURGE PROTECTION DEVICE
GROUND
SHORT CIRCUIT CURRENT AVAILABLE
UTILITY METERING BASE
COMBINATION MOTOR STARTER/DISCONNECT SWITCH
GFP GROUND FAULT PROTECTOR FOR EQUIPMENT
CUSTOMER ENERGY METERING
DISTRIBUTION SWITCHBOARD
LSIG LONG TIME, SHORT TIME, INSTANTANEOUS, GROUND
GROUND FAULT PROTECTION
OCCUPANCY SENSOR; WALL MOUNTED
OCCUPANCY SENSOR; CEILING MOUNTED
VACANCY SENSOR; WALL MOUNTED
VACANCY SENSOR; CEILING MOUNTED
DOUBLE DUPLEX RECEPTACLE OUTLET: 125V
AC
GFI
IG
WP
a
6
IG
MD
MS
PS
SC
T
AV
CT
G
FA
S
T
TV
-
-
-
H
K
T
OS
+XX"
A/V AUDIO/VISUAL
EV ELECTRIC VEHICLE
IG ISOLATED GROUND
U/G UNDERGROUND
SPST SINGLE POLE SINGLE THROW
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:37 PM12" = 1'-0"
405
119
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPN501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL LEGENDS AND ABBREVIATIONS
SHEET NOTES:
1.THIS IS A STANDARD LEGEND SHEET. NOT ALL SYMBOLS
USED IN THIS PROJECT.
CHARGER
CHARGER
CHARGER CHARGER
CHARGER
CHARGER
IT
CHARGER
CHARGER TRANSFORMER
CHARGER
SWITCHGEAR
CHARGER
CHARGER CHARGER 12345678910111213A
D
1
1.6
2
3
4
5
6
7
8
9 10
11
12
13 BUS BAY
BUS BAY
C
B
PROPOSED U/G ELECTRICAL
SERVICE TO GARAGE (REFER SLD)
PROPOSED LOCATION OF
GARAGE UTILITY TRANSFORMER
10'x10' PAD, CABLE VAULT BELOW
(3' CLEAR THREE SIDES, 10' CLEAR
ONE SIDE)
1
1
SHEET NOTES:
1. BUS CHARGING CRITERIA AND EQUIPMENT TO BE ADVISED.BUS
CHARGING WILL BE SERVED BY A SEPARATE UTILITY SERVICE, AND
SERVICE EQUIPMENT. LOCATIONS AND RATINGS OF EQUIPMENT TO
BE DETERMINED WHEN CRITERIA IS AVAILABLE.
2. CO-ORDINATE ALL UNDER GROUND ELECTRICAL WORK WITH OTHER
TRADES.
1. 12 IN X 12 IN X 12 IN HANDHOLE USED AS “MEET ME
POINT”. ONE FOR KING COUNTY METRO TWELVE (12)
20A 120V CIRCUITS. ONE FOR SOUND TRANSIT,
TWELVE (12) 20A 120V CIRCUITS.
NUMBERED NOTES#
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:52 PM1" = 30'-0"
405
120
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ESP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL GARAGE SITE PLAN
SCALE: 1" = 30'-0"405-ESP501
ELECTRICAL POWER -SITE PLAN 1
BTP120105
BTP120104
ELEV#2
ELEV#1
BTP120106
UP
UP 4.5%
4.5%
BTP120101
BTP120109
BTP120107
BTP120102
BTP120103
UP TO LEVEL 1.5
UP TO LEVEL 2
BTP120108
BTP120110
BTP120111
BTP120112
BTP120113
STR#1
STR#2
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-EEP501
1
TICKET MACHINE #1
TICKET MACHINE #2
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:38 PM1/16" = 1'-0"
405
121
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL POWER PLAN - LEVEL 1
SCALE: 1/16" = 1'-0"405-EPP501
ELECTRICAL POWER PLAN - LEVEL 1 & 1.5 1
SHEET NOTES:
1. REFER TO ARCHITECT'S DRAWINGS FOR DESIGNATED EV
STALLS INSTALLED, STALLS PROVIDED WITH CHARGING
INFRASTRUCTURE, AND FUTURE EV STALLS.
2. LIGHTING LAYOUT SHOWN AT 60%. ALL LIGHTING TO BE
LED. ALL LIGHTING AND LIGHTING CONTROLS TO COMPLY
WITH WASHINGTON STATE ENERGY CODE.
3. ELECTRICAL OUTLETS AND EQUIPMENT SHOWN AT 60%.
ELEV#2
ELEV#1
BTP120202
BTP120201
BTP120203
UP4.2%
UP4.2%
STR#2
STR#1
UP TO LEVEL 3 DOWN TO LEVEL 1.5
UP TO LEVEL 2.5
UP TO LEVEL 2.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-EEP501
2
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:40 PM1/16" = 1'-0"
405
122
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPP502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL POWER PLAN - LEVEL 2
SCALE: 1/16" = 1'-0"405-EPP502
ELECTRICAL POWER PLAN - LEVEL 2 & 2.5 1
NUMBERED NOTES:
1 LOCATION OF FUTURE RISER TO SOLAR ZONE.
SHEET NOTES:
1. LIGHTING LAYOUT SHOWN AT 60%. ALL LIGHTING TO BE
LED. ALL LIGHTING AND LIGHTING CONTROLS TO COMPLY
WITH WASHINGTON STATE ENERGY CODE.
2. ELECTRICAL OUTLETS AND EQUIPMENT SHOWN AT 60%.
ELEV#2
ELEV#1
UP4.2%
UP4.2%
STR#1
STR#2
UP TO LEVEL 4 DOWN TO LEVEL 2.5
UP TO LEVEL 3.5
UP TO LEVEL 3.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:42 PM1/16" = 1'-0"
405
123
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPP503PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL POWER PLAN - LEVEL 3
SCALE: 1/16" = 1'-0"405-EPP503
ELECTRICAL POWER PLAN - LEVEL 3 & 3.5 1
NUMBERED NOTES:
1 LOCATION OF FUTURE RISER TO SOLAR ZONE.
SHEET NOTES:
1. LIGHTING LAYOUT SHOWN AT 60%. ALL LIGHTING TO BE
LED. ALL LIGHTING AND LIGHTING CONTROLS TO
COMPLY WITH WASHINGTON STATE ENERGY CODE.
2. ELECTRICAL OUTLETS AND EQUIPMENT SHOWN AT
60%.
ELEV#2
ELEV#1
BTP120402
BTP120401
BTP120403
UP4.2%
UP4.2%
STR#2
STR#1
UP TO LEVEL 5 DOWN TO LEVEL 3.5
UP TO LEVEL 4.5
UP TO LEVEL 4.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
405-EEP501
3
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:44 PM1/16" = 1'-0"
405
124
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPP504PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL POWER PLAN - LEVEL 4
SCALE: 1/16" = 1'-0"405-EPP504
ELECTRICAL POWER PLAN - LEVEL 4 & 4.5 1
NUMBERED NOTES:
1 LOCATION OF FUTURE
RISER TO SOLAR ZONE.
SHEET NOTES:
1. LIGHTING LAYOUT SHOWN AT 60%. ALL LIGHTING TO BE
LED. ALL LIGHTING AND LIGHTING CONTROLS TO COMPLY
WITH WASHINGTON STATE ENERGY CODE.
2. ELECTRICAL OUTLETS AND EQUIPMENT SHOWN AT 60%.
ELEV#2
ELEV#1
UP4.2%
UP4.2%
STR#1
STR#2
DOWN TO LEVEL 4.5
UP TO LEVEL 5.5
UP TO LEVEL 5.5
A
C
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:46 PM1/16" = 1'-0"
405
125
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPP505PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL POWER PLAN - LEVEL 5
SCALE: 1/16" = 1'-0"405-EPP505
ELECTRICAL POWER PLAN - LEVEL 5 & 5.5 1
NUMBERED NOTES:
1 LOCATION OF FUTURE RISER TO SOLAR ZONE.
SHEET NOTES:
1. LIGHTING LAYOUT SHOWN AT 60%. ALL LIGHTING TO BE
LED. ALL LIGHTING AND LIGHTING CONTROLS TO
COMPLY WITH WASHINGTON STATE ENERGY CODE.
2. ELECTRICAL OUTLETS AND EQUIPMENT SHOWN AT 60%.
3. ALLOCATE 40% OF UNOCCUPIED ROOF SPACE PER C411
OF THE WASHINGTON STATE ENERGY CODE FOR SOLAR
ZONE.
ATSDIST MAIN
CB METERDIST
ATS
DIST MAIN
CB
DIST DIST
METERATSATS ATS
BTP120111
BTP120112
BTP120113
C
11 12 13
1
2
3
4
5
6
7
8
PNL
PNL
PNL PNL
PNL
PNL
LP
EV CHARGING
SERVICE
GARAGE
SERVICE
GARAGE
BRANCH
CIRCUITS
KING COUTY
METRO PANELS
NEC 700
NEC 701
EV
CHARGING
PANELS
PLUS
SPACE
FOR
FUTURE
FUEL FILL
300 kVA
GENSET
WITH
BELLY
TANK
(13'x6' PAD)2X CLEARANCE2X CLEARANCEGENERATOR
DISTRIBUTION
UPS
LIGHTING
INVERTER
COM/IT
UPS
PNL
D
12
PNL
LP
PNL
PNL
D
12
PNL
LP
PNL
PNL
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:37 PM1/4" = 1'-0"
405
126
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EEP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL ENLARGED PLANS
SCALE: 1/4" = 1'-0"405-EEP501
DETAIL 1 - LEVEL 1 MAIN ELECTRICAL & GENERATOR 1
SCALE: 1/4" = 1'-0"405-EEP501
DETAIL 2 - LEVEL 2 ELECTRICAL 2
SCALE: 1/4" = 1'-0"405-EEP501
DETAIL 3 - LEVEL 4 ELECTRICAL 3
PAD
MOUNT
PSE
UTILITY
TRANSFORMER(1.0MVA
52kA) (120/208V)
400A
PNL
400A
PNL
400A
PNL
400A
PNL
M
1200A
1000A
EV CHARGING
INFRASTRUCTURE (SHEET NOTE 1)
1200A 120/208V
M
1000A 120/208V 200A
120/208V
ELEV - 2
M
100A
PNL
1000A 120/208V
G
100A
PNL
100A
PNL
100A
PNL
200A
PNL
200A
PNL
200A
PNL
LP
LP
LP
400A
PNL
400A
PNL
400A
PNL
400A
PNL
UTILITY SERVICE
200A
PNL
200A
PNL
KING COUNTY METRO
PANELS FOR EQUIPMENT ON
BUS RAMP
GENERAL
GARAGE
LOADS
LIGHTING
CONTROL
PANELS
NEC
700
LOADS
ELEVATOR
& NEC 701
LOADS
200A
ATS
1000A
ATS
100A
ATS
100A
ATS
200A
PNL
200A
PNL
ELEV - 1
M
J
300KVA
DEISEL GENERATOR
120/208V
L2 ELECTRICAL
ROOM
L4 ELECTRICAL
ROOM
COMS/IT
UPS
25KW
FOR 10
MIN
100A
PNL
100A
PNL
100A
PNL
COMS/IT LOADS
LIGHTING
INVERTER
10KW
FOR
10 MIN
FIRE SPRINKLER DRY SYSTEM
COMPRESSORS AND ANCILLARY
EQUIPMENT POWER PER NFPA 13 -
8.2.6.3.1 AND 8.2.6.3.2 (PROTECT
MOTORS PER NFPA 70 -430)
305KW plus 20% spare 1016A at 120/208V 3P supply 1200A SB and service
Qty Diversity KW Qty Diversity KW
# 0-3 3 1 18 # 0-3 3 1 18
# 4-20 17 0.75 76.5 # 4-20 17 0.75 76.5
# 21-30 10 0.5 30 # 21-30 10 0.5 30
#31- 45 0.25 67.5 #31- 120 0.25 180
Total 75 Total 192 Total 150 Total 304.5
EV Charging Infrastructure for 75 Chargers Capacity for 150 Chargers
Level 2 Chargers at 208V 1P, 6 KW
Initial 75 Chargers Capacity for 150 Total Chargers
NEC 700 ATS Emergency Lighting 10
NEC 701 ATS Elevator #1 30
Plus 20% Spare 284.4
Amps at 120/208V 3P 790
Service Size Selected 1000
General Service for Parking Garage
Load Description KW
FP ATS Compressors 6
FP ATS Ancillary Equipment 1
NEC 701 ATS Elevator #2 30
NEC 701 ATS Ancillary Equipment 2
Garage SB KC Metro Platform Allowance 5
Garage SB Storage Equipment Estimate 2
Garage SB Generator Equipment Estimate 2
Garage SB Site Lighting and Equipment 2
TOTAL KW 237
Garage SB Platform Allowance 5
Garage SB Lighting (0.14w/sf per WSEC) 50
Garage SB Mechanical Systems 50
Garage SB Plumbing Systems 15
Garage SB IT / Comms Equipment Estimate 15
Garage SB Security Equipment Estimate 4
Garage SB Mens Equipment Estimate 4
Garage SB Womans Equipment Estimate 4
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERMJ 02/11/22 02/11/22BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-E-v2020.rvt2/3/2022 12:45:46 PM12" = 1'-0"
405
127
BRT-405-003-E-v2020
AE 0054-17
Designer
Author
MJ
MJ
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-EPS501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
ELECTRICAL ONE LINE
SCALE: NTS 405-EPS501
ONE-LINE DIAGRAM 1
SHEET NOTES:
1. EV CHARGING QUANTITIES PROVIDED PER WAC 51-50-0427
INFRASTRUCTURE PROVIDED FOR 75 LEVEL 2, 6kW CHARGERS
CAPACITY PROVIDED FOR 150 LEVEL 2, 6kW CHARGERS. DIVERSITY
ON CHARGERS CALCULATED PER CITY OF SEATTLE CALCULATION.
MANAGEMENT SYSTEM REGULATES CHARGING TO LIMITS OF
DIVERSITY CALCULATION ABOVE PER WAC 51-50-0427.
2. GROUNDING AND BONDING IN ACCORDANCE WITH NEC 250 FOR
EQUIPMENT AND SEPARATELY DERIVED SYSTEMS.
NUMBERED NOTES:
1
2
3
1
1. FUTURE RISER FOR SOLAR READINESS
2. (12) 20A 120V CIRCUITS TO HANDHOLD IN BUS PLATFORM FOR USE OF KING COUNTY METRO.
3. (12) 20A 120V CIRCUITS TO HANDHOLD IN BUS PLATFORM FOR USE OF SOUND TRANSIT.
4. ELEVATOR EQUIPMENT IN ELEVATOR MACHINE ROOM -LAYOUT PER ELIVATOR REQUIREMENTS.
5. FIRE SUPRESSION ATS AND PANEL IN FIRE SPRINKLER ROOM. LAYOUT PER SPRINKLER REQUIREMENTS.
4
5
DC
CR
CR
CR
PB
DA
IC
DR
A AMPERE
ABF AIR BLOWN FIBER
AFF ABOVE FINISHED FLOOR
AHJ AUTHORITY HAVING JURISDICTION
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AP (WIRELESS) ACCESS POINT
AV AUDIOVISUAL
AWG AMERICAN WIRE GAUGE
BICSI BUILDING INDUSTRIES CONSULTING SERVICE INT.
BMCS BUILDING MANAGEMENT CONTROL SYSTEM
BTU BRITISH THERMAL UNIT
C CONDUIT
CAT X, UTP CATEGORY X, UNSHIELDED TWIST PAIR
CATV COMMUNITY ANTENNA TV
CCTV CLOSED CIRCUIT TELEVISION (ANALOG)
CKT CIRCUIT
CODEC CODER/DECODER (COMPRESSION/DECOMPRESSION)
CP CONSOLIDATION POINT
CPE CUSTOMER PREMISES EQUIPMENT
CPU CENTRAP PROCESSING UNIT
CR CARD READER
CWDM COARSE WAVELENGTH DIVISION MULTIPLEXING
COAX COAXIAL CABLE
DC DOOR CONTACT
DEMARC DEMARCATION POINT (TELECOMMUNICATIONS)
DSL DIGITAL SUBSCRIBER LINE
DWG DRAWING
EMG EMERGENCY
EMC ELECTROMAGNETIC COMPATIBILITY
EMI ELECTROMAGNETIC INTERFERENCE
EMT ELECTRICAL METALLIC TUBING
ENC ELECTRICAL NONMETALLIC CONDUIT
ENT ELECTRICAL NONMETALLIC TUBING
FA FIRE ALARM
F/UTP FOILED UNSHIELDED TWISTED PAIR
FO FIBER OPTIC
GHZ GIGAHERTZ (FREQUENCY)
GND GROUND
HH HANDHOLD (OSP CABLE ACCESS)
IDC INSULATION DISPLACEMENT CONTACT (CONNECTION)
IDF INTERMEDIATE DISTRIBUTION FACILITY (TELECOM)
IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS
ENGINEERS
IG INSULATED GROUND
IMC INTERMEDIATE METAL CONDUIT
JB JUNCTION BOX
KVA KILOVOLT-AMPERE
KW KILOWATT
LAN LOCAL AREA NETWORK
MAN METROPOLITAN AREA NETWORK
MATV METROPOLITAN AREA TELEVISION
MDF MAIN DISTRIBUTION FACILITY (TELECOM)
MEP MECHANICAL, ELECTRICAL, PLUMBING
MGMT MANAGEMENT
MH MAINTENANCE HOLE (OSP CABLE ACCESS)
MHZ MEGAHERTZ (FREQUENCY)
MM MULTIMODE
mm MILIMETERS
MuTOA MULTI-USER TELECOMMUNICATIONS OUTLET ASSEMBLY
NEC NATIONAL ELECTRIC CODE (NFPA)
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC.
NIC NOT IN CONTRACT
NID NETWORK INTERFACE DEVICE
NTS NOT TO SCALE
OC ON CENTER
OC x OPTICAL CARRIER (OC1, OC3, OC12, ETC.)
OF OPTICAL FIBER
OFE OWNER FURNISHED EQUIPMENT
OSP OUTSIDE PLANT
PABX PRIVATE AUTOMATIC BRANCH EXCHANGE
PB PULL BOX
PBB PRIMARY BUS BAR
PBX PRIVATE BRANCH EXCHANGE
PNL PANEL
POE POINT OF ENTRY (TELECOMMUNICATIONS SERVICES)
POE POWER OVER ETHERNET
POP POINT OF PRESENCE (TELECOMMUNICATIONS)
POTS PLAIN OLD TELEPHONE SERVICE (LOOP START TIP &
RING)
2
ABBREVIATIONS STANDARD STRUCTURED CABLING SYMBOLS
STANDARD WALL MOUNTED TELECOMMUNICATIONS OUTLET
(2) CAT6 UTP CABLES (UON BY #)
1. LOW-VOLTAGE CONTRACTOR MUST REVIEW AND COMPLY WITH SOUND TRANSIT DESIGN
REQUIREMENTS.
2. PHYSICAL LOCATION OF OUTLETS AND OTHER TELECOMMUNICATIONS COMPONENTS ARE
APPROXIMATE AND SUBJECT TO BE DETERMINED IN FINAL DESIGN.
3. CONTRACTOR TO COORDINATE AND OBTAIN WRITTEN AUTHORIZATION FROM OWNERSHIP PRIOR TO
ANY INTERRUPTION OF ELECTRICAL OR TELECOMMUNICATIONS SERVICES.
4. LOW-VOLTAGE CONTRACTOR IS RESPONSIBLE FOR RESTORATION OF DAMAGE TO FIREPROOFING,
FINISHES OR STRUCTURE CAUSED BY LOW-VOLTAGE CONTRACTOR. RESTORATION SHALL BE TO
SAME CONDITION AS BEFORE DAMAGE OCCURRED. LOW-VOLTAGE CONTRACTOR SHALL OBTAIN
WRITTEN ACCEPTANCE OF RESTORATION FROM OWNERSHIP.
5. EQUIPMENT AND DEVICE MOUNTING. LOW-VOLTAGE CONTRACTOR SHALL USE A FASTENING
SYSTEM SUITABLE FOR THE ANTICIPATED LOADS AND THE STRENGTH OF THE SUPPORTING
STRUCTURE. COORDINATE WITH OWNER REGARDING WEIGHT AND LOCATION OF EQUIPMENT TO BE
MOUNTED TO STRUCTURE, ON WALLS, IN RACKS OR IN ENCLOSURES. LOW-VOLTAGE CONTRACTOR
MUST CONSULT STRUCTURAL ENGINEER FOR RECOMMENDED FASTENING SYSTEM FOR NON-
STANDARD CONDITIONS.
6. CONTRACTOR TO PROVIDE AND INSTALL FOUR-INCH (4") FIRE RATED SLEEVE PENETRATIONS IN RE-
ENTERABLE FIRE-RATED PATHWAYS.
7. HORIZONTAL CABLING IN EITHER OPEN OR NON-CONTIGUOUS PATHWAYS SHALL NOT BE BUNDLED.
GENERAL NOTES
SECURITY SYMBOLS
CARD READER -REQUIRES SINGLE GANG BOX, 3/4" CONDUIT STUBBED FROM SINGLE GANG
BOX ROUTED TO SECURITY PANEL LOCATION.
(1) TYPE E CABLE PER LOCATION, UON
DOOR CONTACT -1/2" CONDUIT STUB IN FRAME 6" FROM LEADING EDGE OF DOOR, UON
REQUIRES ONE (1) TYPE D CABLE PER LOCATION, UON
ELECTRIFIED STRIKE -1/2" CONDUIT STUB FROM ELECTRIC STRIKE TO J BOX, UON REQUIRES
ONE (1) TYPE B CABLE PER LOCATION, UON ELECTRICAL LOOKING DEVICES SPECIFIED BY
OTHER, SHOWN FOR INTERCONNECTION
WIRELESS CARD READER
W
PUSH BUTTON
DURESS ALARM
INTERCOM
SECURITY CAMERA -PROVIDE (1) CATEGORY 6 UTP CABLE TO EACH LOCATION. PROVIDE
HEATER AND HEATER POWER FOR CAMERAS.
DOOR RELEASE
PP PATCH PANEL
PR PAIR
PVC POLYVINYL CHLORIDE COMMUNICATIONS
RCDD REGISTERED DISTRIBUTION DESIGNER (BICSI)
RF RADIO FREQUENCY
RFI RADIO FREQUENCY INTERENCE
RG RADIO GUIDE (COAXIAL CABLE)
RJ REGISTERED JACK
RJ45 8-POSITION, 8-PIN MODULAR CONNECTOR
RM ROOM
RMC RIGID METAL CONDUIT
RU RACK UNIT (1RU=1.75")
SBB SECONDARY BUS BAR
SM SINGLE-MODE
ScTP SCREENED TWISTED PAIR
STP SHIELDED TWISTED PAIR
T1, T3 INTEGRATED SERVICES DIGITAL NETWORK (ISDN) CKT
TBB TELECOMMUNICATIONS BONDING BACKBONE
TBD TO BE DETERMINED
TEMP TEMPORARY
TSER TELECOMMUNICATIONS SERVICE ENTRANCE ROOM
TEL TELECOMMUNICATIONS
TELCO TELEPHONE (CARRIER) COMPANY
TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION
TR TELECOMMUNICATIONS ROOM
TSER TELECOM SERVICE ENTRANCE ROOM (SEE POE)
TYP TYPICAL
TV TELEVISION
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES INC
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
USOC UNIVERSAL SERVICE ORDER CODE (TELECOM)
UTP UNSHIELDED TWISTED PAIR
VA VOLT-AMPERE
V VOLT
W WATT
WAIO WORK AREA INFORMATION OUTLET
WAN WIDE AREA NETWORK
WAP WIRELESS ACCESS POINT
WP WATERPROOF
XFMR TRANSFORMER
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:30 PM12" = 1'-0"
405
128 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETN501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY LEGENDS AND ABBREVIATIONS
BRT-405-ETN500
CRCRCR
CR CR
CR
CRCRCRES ES
ESESCRESESESESESESA
D
1 1.6
2
3 4 5 6 7 8 9 10 11 12 13
C
B
405-ETE501
1
2
2
222222222222222
22
2
2
2
2
2
2
2
2
2
2
2
2222222222
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2 2 2 2 2 2 2
2 2 2 2 2 2 22 22 2 2 2 2 2 2 2 2
4 4
4
1
2
5
55
5
6
6
6
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:31 PM1/16" = 1'-0"
405
129 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETP501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY PLAN - LEVEL 1
BRT-405-ETP500
SCALE: 1/16" = 1'-0"
TECHNOLOGY PLAN - LEVEL 1 & 1.5 1
SHEET NOTES:
1. PROVIDE POWERING FOR SECURITY CAMERAS.
2. PROVIDE HEATING FOR SECURITY CAMERAS.
3. PLACE CARD READERS ON THE HANDLE SIDE OF
THE DOOR.
4. CABLES FROM DEVICES SHALL BE PLACED IN
CONDUIT TO THE NEAREST TELECOMMUNICATIONS
ROOM.
5. PROVIDE BACKBONE PATHWAYS FROM MDF TO
EACH IDF. PROVIDE IN CONDUIT OUTSIDE TELECOM
MDF AND IDFs. PROVIDE 100% GROWTH AND SPARE
CAPACITY.
NUMBERED NOTES:
1 PROVIDE CAMERA WITH VIEW OF
ELEVATOR WAITING AREA AND STAIRS.
2 PROVIDE CAMERA WITH VIEW OF TICKET
VALIDATION MACHINES.
3 COORDINATE CABLE QUANTITY AND
LOCATION WITH TICKET MACHINES
PROVIDED.
4 PROVIDE OUTLETS IN QUANTITY AS
REQUIRED TO ACCOMMODATE SECURITY
MONITORING.
5 PROVIDE CAMERAS WITH VIEW OF ENTRY
AND EXIT AISLES.
6 COORDINATE LOCATION AND QUANTITY
OF CABLES WITH EV CHARGING DEVICE
REQUIREMENTS. (TYPICAL)
CRCR
ES ES
ELEV#2
ELEV#1
BTP120202
BTP120201
BTP120203
STR#2
STR#1
A
D
1 1.6 2 3 4 5 6 7 8 9 10 11 12 13
C
B
405-ETE501
3
405-ETE501
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1
1
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:34 PM1/16" = 1'-0"
405
130 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETP502PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY PLAN - LEVEL 2
BRT-405-ETP500
SCALE: 1/16" = 1'-0"
TECHNOLOGY PLAN - LEVEL 2 & 2.5 1
SHEET NOTES:
1. PROVIDE POWER FOR SECURITY CAMERAS.
2. PROVIDE HEATING FOR SECURITY CAMERAS.
3. CABLES FROM DEVICES SHALL BE PLACED IN
CONDUIT TO THE NEAREST TELECOMMUNICATIONS
ROOM.
4. PROVIDE BACKBONE PATHWAYS FROM MDF TO
EACH IDF. PROVIDE IN CONDUIT OUTSIDE TELECOM
MDF AND IDFs. PROVIDE 100% GROWTH AND SPARE
CAPACITY.
NUMBERED NOTES:
1 COORDINATE LOCATION AND QUANTITY
OF CABLES WITH EV CHARGING DEVICE
REQUIREMENTS. (TYPICAL)
ELEV#2
ELEV#1
STR#1
STR#2
A
D
1 1.6
2
3 4 5 6 7 8 9 10 11 12 13
C
B
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:36 PM1/16" = 1'-0"
405
131 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETP503PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY PLAN - LEVEL 3
BRT-405-ETP500
SCALE: 1/16" = 1'-0"
TECHNOLOGY PLAN - LEVEL 3 & 3.5 1
CRCR
ES ES
ELEV#2
ELEV#1
BTP120402
BTP120401
BTP120403
STR#2
STR#1
A
D
1 1.6
2
3 4 5 6 7 8 9 10 11 12 13
C
B
405-ETE501
5
405-ETE501
4
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:38 PM1/16" = 1'-0"
405
132 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETP504PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY PLAN - LEVEL 4
BRT-405-ETP500
SCALE: 1/16" = 1'-0"
TECHNOLOGY PLAN - LEVEL 4 & 4.5 1
SHEET NOTES:
1. PROVIDE POWERING FOR SECURITY CAMERAS.
2. PROVIDE HEATING FOR SECURITY CAMERAS.
3. CABLES FROM DEVICES SHALL BE PLACED IN
CONDUIT TO THE NEAREST TELECOMMUNICATIONS
ROOM.
4. PROVIDE BACKBONE PATHWAYS FROM MDF TO
EACH IDF. PROVIDE IN CONDUIT OUTSIDE TELECOM
MDF AND IDFs. PROVIDE 100% GROWTH AND SPARE
CAPACITY.
134132
ELEV#2
ELEV#1
STR#1
STR#2
A
D
1 1.6
2
3 4 5 6 7 8 9 10 11 12 13
C
B
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:40 PM1/16" = 1'-0"
405
133 0
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETP505PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELEC TRICAL
TECHNOLOGY PLAN - LEVEL 5
BRT-405-ETP500
SCALE: 1/16" = 1'-0"
TECHNOLOGY PLAN - LEVEL 5 & 5.5 1
CRCRCR CR
CR
BTP120109
9
405-ETD501
1 MDF RACK
ELEVATION
2
14
5 5 5 5
3 3 3 3
D
13
405-ETD501
3
25
6
D
1
1
2
3
5
D
13
3
25
6
D
1
2
3
1
5
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:30 PM1/4" = 1'-0"
405
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETE501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
ELECTRICAL
TECHNOLOGY ENLARGED PLANS
BRT-405-ETE500
1/4" = 1'-0"1 ENLARGED MDF
1/4" = 1'-0"2 LEVEL 2 - SOUTH EAST IDF
1/4" = 1'-0"3 LEVEL 2 - SOUTH WEST IDF
1/4" = 1'-0"4 LEVEL 4 - SOUTH EAST IDF
1/4" = 1'-0"5 LEVEL 4 - SOUTH WEST IDF
SHEET NOTES:
1. PROVIDE ARMORED OFM-4 MULTIMODE
BACKBONE CABLING AND 12 OS-2 SINGLEMODE
BACKBONE CABLING BETWEEN THE MDF AND EACH
TELECOMMUNIATIONS ROOM IN THE GARAGE.
2. PROVIDE COPPER BACKBONE CABLING TO MEET
DESIGN REQUIREMENTS.
3. PROVIDE ADDITIONAL CABLING TO OTHER
STATION FACILITIES AS INDICATED ON
TELECOMMUNICATIONS DRAWINGS.
4. PROVIDE GROUNDING AND BONDING PER TIA
STANDARDS.
5. PROVIDE CABLE TRAY TO ROUTE ALL CABLES
WITHIN TELECOMMUNICAITONS SPACES FROM THE
CABLE ENTRY TO THE RACK LOCATIONS.
6. TERMINATE TELECOMMUNICATIONS CABLING ON
PATCH PANELS. FIBER CABLING WILL BE
TERMINATED IN FULLY ENCLOSED PATCH PANELS.
7. PROVIDE SEISMIC BRACING AS REQUIRED.
8. PROVIDE FIRE RETARDANT TREATED PLYWOOD
ON 2 ADJACENT WALLS OF TELECOMMUNICATIONS
ROOM FROM +6" AFF TO +90" AFF.
9. PROVIDE BACKBONE PATHWAYS FROM MDF TO
EACH IDF. PROVIDE IN CONDUIT OUTSIDE TELECOM
MDF AND IDFs. PROVIDE 100% GROWTH AND SPARE
CAPACITY.
NUMBERED NOTES:
1 CABLE TRAY FOR DISTRIBUTION OF
TELECOMMUNICATIONS CABLING WITHIN
THE TELECOMMUNICATIONS ROOM.
2 TELECOM GROUND BAR.
3 TELECOMMUNICATIONS RACK 19 INCH X
84 INCH, ATTACHED TO STRUCTURE.
PROVIDE 8-INCH TO 10-INCH CABLE
MANAGER BETWEEN EACH RACK AND AT
BOTH ENDS OF EACH ROW. PROVIDE (2)
EIGHT OUTLET HORIZONTAL
DISTRIBUTION UNITS PER RACK
CONNECT TO UPS.
4 PROVIDE SECURITY CAMERA IN MDF
WITH VIEW OF ENTRY DOOR.
5 PROVIDE MINIMUM 36" CLEARANCE AT
FRONT AND REAR OF
TELECOMMUNICATIONS RACK.
6 PROVIDE (2)2" CONDUIT FROM IDF ROOM
TO ADJACENT ROOM. TYPICAL FOR ALL
SOUTHEAST IDF ROOMS.
134
LEVEL 1
0' -0"
9
BO3-TOG
-3' -0"
BO2-TOG
-1' -4"
LEVEL 1.5
5' -9"
2
1 1 1 1 LEVEL 2
11' -6"
D
LEVEL 2.5
16' -9"
1
2
N
DRAWING NO.:
FACILITY ID:
SHEET No: REV:
SCALE:
FILENAME:
CONTRACT No.:
SUBMITTAL DATE:DATE:LINE IS 1" ATFULL SCALEREVIEWED BY:DATE:SUBMITTED BY:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
No.DATE DSN CHK APP REVISION PRELIMINARYSOUTH RENTON TRANSIT CENTERML02/11/21 02/11/21
ML
BIM 360://160363P3.003 - I-405 BRT & OMF Phase 3 Garage - R20/BRT-405-003-T-v2020.rvt2/7/2022 1:41:28 PM1/4" = 1'-0"
405
AE 0054-17
Designer
Author
Approver
I-405 BRT
CONTRACT UNIT DESCRIPTION 5 405-ETD501PHASE 3 - 30% SUBMITTALPHASE 3 - 30% SUBMITTAL
TECHNOLOGY DETAILS
BRT-405-ETD500
1/4" = 1'-0"1 MDF RACK ELEVATION
1/4" = 1'-0"2 TYPICAL FOR ALL IDFs (TYPICAL FOR ALL IDFs)
NUMBERED NOTES:
1 TELECOMMUNICATIONS RACK 19 INCH X
84 INCH, ATTACHED TO STRUCTURE.
PROVIDE 8-INCH TO 10-INCH CABLE
MANAGER BETWEEN EACH RACK AND AT
BOTH ENDS OF EACH ROW. PROVIDE (2)
EIGHT OUTLET HORIZONTAL
DISTRIBUTION UNITS PER RACK
CONNECT TO UPS.
2 CABLE TRAY FOR DISTRIBUTION OF
TELECOMMUNICATIONS CABLING WITHIN
THE TELECOMMUNICATIONS ROOM.
135