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Symbol Qty
46
7
3
3
LPD Area Summary
Label
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LPDArea 1
Calculation Summary
Label
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CalcPts 1
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LED Fixtures
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Label
Pole
Wall Pack
Street Light
Trailer Lights
Area Total Watts
232107 14615.2
92609 6726.6
CalcType
Illuminance
Illuminance
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Arrangement Total Lamp Lumens
SINGLE 50000
SINGLE N.A.
SINGLE N.A.
SINGLE N.A.
LPD
0. 063
0.073
Units Avg Max Min
Fe 1. 09 9.3 0.0
Fe 1. 29 10.0 0.0
0.6 O.s
LLF
0. 650
0.079
1. 000
0. 791
Avg/Min
N.A.
N.A.
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Description
ACP 40S 76
1400 Lumen LED Wall Pack
LEDG 120 53 4K 00 2H L3
LNC-7LU-AM-3-X
Max/Min
N.A.
N.A.
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Guard Shack with (1)
Hubbell LNC-7LU Wallpack
Amber LED Fixtures
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PROPOSED
SKE-5
Boeing Renton Apron A & D
Lighting Impingement Study
5-22-2015
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Symbol Qty
46
7
3
LPD Area Summary
Label
LPDArea
LPDArea 1
Calculation Summary
Label
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CalcPts 1
JUN O 9 2015
• a
Existing Light
Pole with 400W
High Pressure
Sodium Fixtures
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Label Arrangement Total Lamp Lumens LLF Description
Pole SINGLE 50000 0.650 ACP 40S 76
Wall Pack SINGLE N.A. 0.079 1400 Lumen LED Wall Pack
Street Light SINGLE N.A. 1. 000 LEDG 120 53 4K 00 2H 13
Area Total Watts LPD
232107 14602 0.063
92609 6720 0.073
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Pole with 400W
High Pressure
Sodium Fixtures
l '
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EXISTING
, 0
SKE-4
Boeing Renton Apron A & D
Lighting Impingement Study
5-22-2015
CL «
"' m
I
E :;,
CL C---m NI
-X
I _,-
---------------
9 / , \ \\ 1 0 ----\ '
SHORELINE SETBACK NOTE:
THE WORK SHOWN ON THIS ENKARGED
PLAN 0c~uRs OUTSIDE THE 2o~St ·
SHORELINE SETBACK. , ..
SAN-
I I .
ABOVE-GROUND CONDYIT
PER ELCTRICAL ·
ITMPORARY SECURITY FENCE
APRON D OFFICE TRAILER
" /' \c !('"\' /r\ \..,,f\\'tlt ~ ·J \J\'H -
I J.
SHORELINE SETBACK NOTE:
THE WORK SHOWN WITHIN
THE CLOUDED AREA OCCURS
WITHIN THE 200' SHORELINE
SETBACK.
CREW
<
APRON D CREW TRAILERS
CREW SHEL ITR
\
I
\
I
APRON A CREW TRAILERS
SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT
CONSTRUCTION NOTES
[I> 1.5" DOMESTIC WATER SERVICE PER
RENTON STD PLAN 320.2
(t>, 4" FIRE PROTECTION SERVICE
D:>, (1) 2" POWER CONDUIT
(1> (1) 4" COMMUNICATIONS CONDUIT
[9>, 6" SIDE SEWER PER RENTON STD
PLAN 406.1
(§>-4" SEWER BUILDING CONNECTION PER
RENTON STD PLAN 406.2
[t> ( 1) 4" COMMUNICATIONS CONDUIT
LEGEND
--w--
--FS--
--P--
--E--
--ss--
--c--
l( l( l(
0
•
D
LJ . . .
~
L:.__:J
A B
ClO
Cl 1
C12
C13
C14
C15
C16 . '
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
RECl:l~D
JUN O 9 2015
CITY Of RENfON
1 p·
-Pl.ANN!i\lG DIV/Si-OM
1'
WATER
FIRE PROTECTION SERVICE
UNDERGROUND POWER
SERVICE
OVERHEAD POWER SERVICE
SANITARY SIDE SEWER
COMMUNICATIONS SERVICE
SAWCUT
FENCE TO BE REPLACED
POINT OF CONNECTION
(SEE MEP FOR CONTINUATION)
GATE VALVE
PIPE COUPLING ADAPTER
BOLLARD
SEWER CLEANOUT
SEWER REDUCER
CONCRETE APRON
DEMO /RESTORATION
ASPHALT DEMO/RESTORATION
LANDSCAPE RESTORATION
KEY PLAN
SCl,LE : NONE
APRON D
CREW TRAILERS
APRON D
omcE TRAILER
APRON A
CREW TRAILERS
@
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SCALE IN FEET
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THIS DESIGN AND/OR 05.22. 15
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..-APPROVED BY DEPT. DA"TE APRON o & A CREW OFFICE & CREW SHELTERS C450 !
RENTON AIRPORT APRON D & A JOB NO. COMP NO.
CIVIL MASTER RENTON, WA DWG NO. 05-YD-C450
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GENERAL NOTES:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. CONTRACTOR SHALL PROVIDE ALL FIELD UTILITY LOCATION
SERVICES AND VERIFY ALL UTILITY LOCATIONS WITH THE PROPER BOEING FACILITIES PERSONNEL PRIOR TO THE START OF EXCAVATION
WORK. FOR WORK LOCATED ON THE CITY OF RENTON PROPERTY, THE CONTRACTOR SHALL CONTACT UTILITY LOCATE AT
1-800-424-5555.
3. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
4. FOR TRAFFIC CONTROL REQUIREMENTS, SEE SPECIFICATIONS.
5. CONTRACTOR IS TO HAVE UTILITY LOCATOR SERVICE LOCATE UTILITIES AND SHOW THEM ON CONSTRUCTION DRAWINGS FOR REVIEW
AND APPROVAL BY RENTON FACILITIES SHUTDOWN COMMITTEE PRIOR TO SAWCUTTING AND EXCAVATION.
6. ALL UNDERGROUND PIPING, EXCEPT OFFICE AREA AND IRRIGATION SPRINKLER PIPING, SHALL BE IDENTIFIED BY THE USE OF SURFACE
LOCATED MARKERS. MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FT, AT ALL CHANGES OF DIRECTION , WITHIN 5 FT
OF A WALL, AT ALL MANHOLES AND VALVE BOXES, AND ADJACENT TO ROADS. MARKERS SHOULD INDICATE SERVICE, PIPE SIZE,
DIRECTION OF FLOW, PIPE MATERIAL AND PIPE DEPTH. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR
PROVIDED AS-BUILT INFORMATION IN THE FORM OF RED-MARKED DRAWINGS.
7. CONTRACTOR SHALL OBSERVE ALL PROCEDURES FOR ACCESS. MANEUVERING AND CLEANLINESS WITHIN AIRPORT. TAXIWAY AND APRON
AREAS IN STRICT ACCORDANCE WJTH RENTON MUNICIPAL AIRPORT AND BOEING REQUIREMENTS.
8. EXTERIOR GALVANIZED SURFACES EXPOSED TO RAIN SHALL BE PAINTED OR COATED
GENERAL NOTES DEMOLITION/EXCAVATION:
1. ASPHALT AND CONCRETE PAVING TO BE REMOVED SHALL BE SAWCUT TO A MIN. DEPTH OF TWO INCHES. ALL SURFACE CONCRETE.
PAVEMENT. SIDEWALKS, CURBS. GUTTERS. AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MIN. DEPTH OF TWO INCHES OR
REMOVED TO AN EXISTING EXPANSION JOINT.
2. PERMANENT ASPHALT PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED ASPHALT CONCRETE PAVEMENT CLASS B SHALL
BE PLACED IN KIND AND TO THE THICKNESS OF THE EXISTING ASPHALT PAVEMENT OR TO A MIN. DEPTH OF THREE INCHES.
WHICHEVER IS GREATER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT
CEMENT OR ASPHALT EMULSION IMMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT
SHALL THEN BE PLACED, LEVELED AND COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER ALL
JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE
COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. THE MATERIAL FOR TACKING THE BOTTOM AND SIDES OF PATCHES
FOR ASPHALTIC CONCRETE SHALL BE AN EMULSIFIED ASPHALT PER SPEC. FOR SEALING THE EDGES AFTER PLACING THE ASPHALTIC
CONCRETE PATCH, USE A LIGHT CUTBACK CALLED RC-70, AND SAND THE SURFACE TO PREVENT TRACKING.
3. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON AND OTHER GOVERNING AGENCIES FOR TEMPORARY EROSION CONTROL
MEASURES AND STORMWATER POLLUTION PREVENTION PLAN.
4. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IF CONTAMINATED SOIL %%uOR GROUNDWATER%%u IS ENCOUNTERED DURING THE
WORK. SEE CONTRACT SPECIAL CONDITIONS FOR REQUIRED DIRECTION.
5. EXCAVATIONS ARE TO HAVE SLOPED SIOES TO COMPLY WITH %%uLOCAL CODES AND ORD1NANCES HAVING JURISDICTION AND%%u
%%uWASHINGTON STATE REGULATIONS (WISHA)%%u. PROVIDE SHORING AND BRACING WHERE SLOPING IS NOT POSSIBLE BECAUSE OF
SPACE RESTRICTIONS. STABILITY OF MATERIAL EXCAVATED, OR TRENCH DEPTH IS GREATER\ THAN 4" -0".
6. THE CONTRACTOR SHALL REPLACE, AT NO EXPENSE TO BOEING, ANY STRUCTURES, PAVEMENT, OR OTHER ITEMS DESIGNATED TO
REMAIN THAT ARE DAMAGED DURING REMOVAL OPERATIONS.
7. DEWATERING AND EXCAVATED SOIL MAY BE HAULED AND DISPOSED OF OFF-SITE PER CONTRACT SPECIAL CONDITIONS WITH BOEING
APPROVAL. FOR SOIL DISPOSAL APPROVAL AND REQUIREMENTS. CONTACT BOEING SHEA AT (425)965-2703. FOR DEWATERING
DISPOSAL APPROVAL AND PERMITS. CONTACT BOEING SHEA AT {425)965-2703.
8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT ANY SILTS. SEDIMENTS, OR OTHER DELETERIOUS MATERIALS FROM
ENTERING THE DRAINAGE COURSE AS A RESULT OF THIS PROJECT.
SYM RE'i1SION BY APPRO\IED DATE SYM REVISION
WATER UTILITY NOTES AND SPECIFICATIONS:
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED
IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT. FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
ANO CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 46-HOUR LOCATORS 800-424-5555.
4. NOT APPLICABLE.
5. DATUM FOR VERTICAL CONTROL SHALL BE NGVD29, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON
THE PLANS.
6. ALL WA TERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LA TEST REVISION, THICKNESS
CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON
OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA
C105/A21.5-93 STANDARDS.
7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RA TED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSI/AWWA C11D/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES
IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA
C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS. SHALL BE IN
ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBrNATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH
THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE
FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION
53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE
OWNER.
8. GATE VALVES SHALL BE IRON BODY. BRONZED-MOUNTED. DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA
C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI.
GATE VALVES SHALL BE CLOW LIST 14. MUELLER COMPANY NO. A2380 OR M & H.
9. NOT APPLICABLE.
10. NOT APPLICABLE.
11. NOT APPLICABLE.
12. NOT APPLICABLE.
13. NOT APPLICABLE.
14. NOT APPLICABLE.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES
AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR. WATERMAINS ARE TO BE
LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO DISINFECTION. THE 'POLY
PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL. 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE
RUBBER COATING ON THE REAR OF 'PIG" ONLY.
17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WA TERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERA TING PRESSURE. IN
ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING
SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL
NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS
IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER
SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE
WITH SECTION 711.3(12)EOR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED
FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
23. INSTALLATION OF CORPORA TE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER
APPLICATIONS. CONSTRUCTION PERMITS. AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FIROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS.
25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO
NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR. AS WELL AS
THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS. NUTS, BOLTS. ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY
OF COLUMBUS OHIO. OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28. NOT APPLICABLE.
29. NOT APPLICABLE.
30. NOT APPLICABLE.
'
SANITARY SEWER NOTES AND SPECIFICATIONS:
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPEC!FlCATIONS OF Tl1E CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL
BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN
WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE
AND CORRECT LOCA Tl ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
CONTRACTOR"S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR"S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS. METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND
OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON l'f1TH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN
STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH
OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE
PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE
SAME AS DESCRIBED.
11. NOT APPLICABLE.
12. DATUM FOR VERTICAL CONTROL SHALL BE NGVD29, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS
UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON
THE PLANS.
13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE
PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF ~ENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT ANO THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED,BEDDING MATERIAL. TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A
UNIFORMLY DENSE. UNYIELDING ~ASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
'
15. SANITARY SEWER PIPE SHALL BE.POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. UNLESS
OTHERWISE APPROVED BY THE WASTEWATER UTILITY.
' I 16. NOT APPLICABLE. -'
PROJECT AREA IMPACTS
PROPOSED
IMPROVEMENTS
APRON D
CREW OFFICE
CREW SHELTER
CABANA TOOLS
RELOCATED GUARDHOUSE
APRON A
CREW SHELTER
CABANA TOOLS
APRON D SUBTOTAL
APRON A SUBTOTAL
TOTAL REPLACED IMPERVIOUS SURFACE
REPLACED IMPERVIOUS
SURFACE (1, 2) (SQ FT)
2.323
507
285
125
3.240
519
287
806
4,046
1. REPLACED IMPERVIOUS SURFACE REPLACES POLLUTION GENERATING
IMPERVIOUS SURFACE WITH NON-POLLUTION GENERATING IMPERVIOUS
SURFACE IN ALL CASES.
2. UTILITY TRENCHES ARE EXEMPT FROM STORMWATER REQUIREMENTS
AND ARE EXCLUDED FROM THE IMPACT AREAS.
SHORELINE SUBSTANTIAL
. DEVELOPMENT PERMIT
RECEI\/ED
JUN O 9 i015
CffV O 11 ·,\!'(ON
f'Lt't,NNli'!C 01·J ,>Ji~;N
05.22.15 {'ff;; ~F C'/, AccEPrAs1uTY 8~1~M 'o's.22.15 SVllTITI.E c1v1L NOTES CURRENT REVISION __ SYMBOL 8 ~ WAS!f 'Y THIS DESIGN AND/OR
BY DATE DATE
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GATE VALVE
PIPE COUPLING ADAPTER
BOLLARD
SEWER CLEANOUT
SEWER REDUCER
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ASPHALT DEMO/RESTORATION
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SCALE : NONE
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C25
C26
C27 L-.......!1!..............1.--'-----t-~
C28
APRON D
CREW TRAILERS
APRON D
OFFICE TRAILER
APRON A
CREW TRAILERS
C29 @
C30 ~ N
i<!ECElVED
JUN O 9 20151P' }•' -£ 1f
Cr!Y OF !!ENiOI\I SCALE IN FEET
PLANNING DIVISION
20'
j
UTILITY AND DRAINAGE CONTROL PLAN CURRENT RE'IISION SYMBOL B
05.22.15
DATE
THIS DESIGN AND/OR
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....-:..r. APPROVED BY DEPT. DATE TTfLE APRON D & A CREW OFFICE & CREW SHELTERS C450 i
RENTON AIRPORT APRON D & A ~JOB~NO.----l=COM~P N~O. ----j~
!--....--------~-----___,
RENTON, WA DWG NO. CIVIL MASTER 05-YD-C450
SYM
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35
30
29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60
PROFILE SEWER SERVICE
SCALE: 1 • = 1 o· -o· (H), 1 • = 5' -o" (V) C4~510
. . . " .... p ...
····+······ · · ·/· · · 'L· · · ·j ........................................... L. ..... . ................ ,.!····"'· ....... ····················:·r ................. ···················r ..... 35 ····························································································•················································
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' . . . . n . . · · · · · · · ' · · · · · · ' · 24 MINIM\JM COER -i · · ........ , ......... ·:· . . . . . .j: . . .... , ..
30
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29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60
PROFILE UNDERGROUND POWER
SCALE: 1" = 1 o· -o· (H), 1 • = 5' -o" (V) C4~510
29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60
PROFILE DOMESTIC WATER SERVICE r3\
SCALE: 1" = 10'-0" (H), 1" = 5'-0" (V) C4~510
GENERAL NOTES
1, 3' COVER IS ASSUMED ON
EXISTING NON-GRAVITY UTILITIES .
POTHOLE TO CONFIRM PRIOR TO
CONSTRUCTION
25 ... ] · · · 1 ......•.... · ..•....•....•.. ; · · · .,. . ~· · ~·;::::;·F·· ·~· ~=············==···········:::::···········=·····t='· ······==q~5~-············ · · · · · ·: ·l ~ ·,·;,,
'1 • •• • • ~ , J'l ;, • · n · · : ; • () ,,j 6" CLEAR BETWEEN FS AND EX UTILITIES
24" MINIMUM COVER
.......... i: : : ... . .. . . . .',,.
·"'-······ +·····································I 20
. .... ""· .
20 ............ ) ....... -................................. ···:···.··:···:r···· .... , . . . ;
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. W .... W W .... LJ.J , .].W .. W. UJ . W ... L.&il . U ... W ...
10 L-----'------'-1 ------'-----'---·-·-·-...... !_._ ··--~---~---~--~ 10
15
29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60
PROFILE FIRE PROTECTION SERVICE /4\
SCALE: 1" = 10'-0" (H), 1" = 5'-0" (V) C4~510
RE'<1SION BY APPRO'IED DATE SYM REVISKJN BY DATE ~t
' '\.
~··li,'rd·
\ v"" .
\.
''>·
~--~" ··t,._
I
I
·• ··•-ACCEPTABILl1Y D~N DATE SUBTITLE
SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT
UTILITY PROFILES
11'111::,"'~nv i';i.,~ii:, ED
JUN O 9 2Di5
CITY Of l'.IENTOill
PLANNJi'H,'; DlVl.!:lON
CURRENT REVISION SYMBOL DATE B 05.22.15
~ ~ /, "'"-, ¢I · 1 ,,.:·=S=PE;Cl~RCA;n;ON:::_.:;IS~APPROVE~~D~-fflnl.Eir--10=5=.22=·=151Tin:E--,;oo;;:,;;,,:;--.;-;.,;iinii,,i~~..--"°':,.,<'LM"iTl=i=i<'------rs"">1EE:Ta;=;----__.._----1--------H :!
. ¥!"~\ ~ ls,,c'/t,1<f> THIS DESIGN AND/OR SDCSMJMM 05.22.15
1 .,"/,
0
-· ~ r APPROVED SY DEPT. DATE. TTII.E APRON D & A CREW OFFICE & CREW SHELTERS CS 1 o ;;:
i : / f/ . ' ; ' t------t---t--~t,.CH"",•""'""""~s-----1-----l ~
~ .. ~ir"t..~\.,$. (,i-----1r-T~~ .. i'lrovi~--t---j RENTON AIRPORT APRON D & A JOB NO. COMP NO. i
...,,/!_SfUNAL fJ.O ~· r------t---t---h;~paap"'ROVE"""'O---+----t 0WG
. ~ •••• -; 4·"' . CIVIL MASTER RENTON, WA No. 05-YD C510 .
SYM
<l
g• MIN
SAWCUT EXIST HMA
PAVEMENT
g• GRAVEL BASE
SANITARY SEWER
TRENCH C520 C520
TYPICAL HMA RESTORATION SECTION
SCALE: 1" = 2' -0"
PIPE BEDDING
• .....
SURFACE
RESTORATION PER
PLAN
SLOPE AS REQUIRED
SANITARY SEWER TRENCH SECTION
OUTISDE OF CONCRETE APRON
SCALE: 1" = 2'-0"
REVIStON BY APPROVED DATE SYM
7' CLEAR
3' CLEAR
COMPACTED
SUBGRADE
REVISION
',! 4 ,;;·
3'
EXISTING UTILITY
PROTECT EXIST CONC MOW EDGE
SAWCUT EXIST HMA
PAVEMENT
ASPHALT PATCH
SCALE: 1" = 2' -0"
BY DATE
RESTORE LANDSCAPING,
TOPSOIL AND
IRRIGATION IN-KIND
,_,. '.
PLANTER
\_
i
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...... ,. .. 'I:>-"-~~~~~-,;, ---.r:: .. ·----'--,,,.-M\o ,.,.,,,,.,s.,,,=f·t,r77:,i'r:,--.. 9.-... SL--<--
COMPACTED S\JBGRADE []
COMMUNICATION TRENCH SECTION
THROUGH CONCRETE
SCALE: 1 • = 2' -0"
REPLACE FENCE IN KIND
EXTRUDED CONCRETE CURB
PIPE BEDDING
PVC SANITARY SIDE SEWER
DRAWN DATI::
ACCEPTABILITY DC JMM 05.22.15 SUBTITl.E
NEW 12" REINFORCED CONC SLAB
#5 @ 16" 0.C EW
SLOPE AS REQUIRED
CONTROLLED DENSITY
FILL
s· -2 .. -~ EPOXY GROUT
1" \ilx1'-4" SMOOTH DOWL
(A36) @ 1'-6" OC
GREASE END IN NEW
CONC SLAB
TYPICAL CONC. RESTORATION SECTION
SCALE: 1" = 2' -0"
R = 1•
1"-t
6" #3 BAR
R = 1 1/2"
10·
EXTRUDED CONCRETE CURB
SCALE: 1" = 2'-0"
TRENCH BACKFILL NOTES
1. PIPE BEDDING FOR UTILITIES UNDER THE APRON
AND WHEN LAID IN A COMMON TRENCH SHALL BE
CDF.
2. TRENCH BACKFILL FOR UTILITIES UNDER THE APRON
SHALL BE CDF. TRENCH BACKFILL FOR UTILITIES
OUTSIDE OF THE APRON SHALL BE PER THE
EARTHWORK SPECIFICATION.
3. PIPE BEDDING UNDER ASPHALT PAVEMENT AND
LANDSCAPING MAY BE EITHER CDF OR COMPACTED
BACKFILL FOR PIPE BEDDING
4. PIPE BEDDING FOR POWER AND COMMUNICATIONS
CONDUIT SHALL BE CDF.
SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT
SECTIONS AND DETAILS
RE.Ct\\/ED
JUN O 9 Z015
CIT'! Of RENiON
""PLANNING oNJ5\0N
CURRENT REVISION SYMBOL B
05.22.15 TNIS DESIGN AND/OR SPEC!FlCATION IS APPROVED SSM 05.22.15 '"'s"'wE=ET----------+------------4--l st 1-..,:;~~~;.;;~~::-lfmlm~--r-==.:..;...hTITLEru--,.:m,m,---;;;-.;-:.------;:;~.,----,;icn~..-"°'=u.<'Ulc=.,:;:=c;;;,--------, .::::
~.,....-.. APPROVED BY DEPT. ElATI:: APRON o & A CREW OFFICE & CREW SHELTERS C520 i
RENTON AIRPORT APRON D & A """'Joe----=-No.-----------t=co~MP l'/0~. ----+--1::1 :: r=.--....-------~~--------i-l= RENTON, WA DWG NO. CIVIL MASTER 05-YD-C520
~ ::e
CD
I
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-X
I/
~ ..
-w ~ ~
C -w
gJ ~
SYM
6'
SHORELINE SETBACK NOTE:
THE WORK SHOWN ON THIS ENKARGED
PLAN CtfC~~RS OUTSIDE THE 20~~.I> ·
SHORELINE SETBACK. ·-
REVISION
ABOVE-GROUND CONDYIT
PER ELCTRICAL '
TEMPORARY SECURITY FENCE
,9
APRON D OFFICE TRAILER
BY DATE
\
\
\
\
\
I
I
REVISION
\
BY APPRO'/ED DATE
SHORELINE SETBACK NOTE:
THE WORK SHOWN WITHIN
THE CLOUDED AREA OCCURS
WITHIN THE 200' SHORELINE
SETBACK.
<li--1111.EING•
APRON D CREW TRAILERS
CREW SHELTER
\
I
I
\
--1
··'
APRON A CREW TRAILERS
N
ACCEPTABILITY DC JMM 05.22.15
I
\
I
\
SUBTITLE
SHORELINE SUBSTANTIAL
DEVELOPMENT PERMIT
CONSTRUCTION NOTES
[J>-1.5" DOMESTIC WATER SERVICE PER
RENTON STD PLAN 320.2
(t>-4" FIRE PROTECTION SERVICE
(t> ( 1) 2" POWER CONDUIT
[1> ( 1) 4" COMMUNICATIONS CONDUIT
I]::> 6" SIDE SEWER PER RENTON STD
PLAN 406.1
[].> 4" SEWER BUILDING CONNECTION PER
RENTON STD PLAN 406.2
[2> ( 1) 4" COMMUNICATIONS CONDUIT
LEGEND
---w---
---FS---
---IP---
---IE---
---ss---
---c---
0
•
D
CJ . . .
~
L:__:J
A B C
C1D
D
WATER
FIRE PROTECTION SERVICE
UNDERGROUND POWER
SERVICE
OVERHEAD POWER SERVICE
SANITARY SIDE SEWER
COMMUNICATIONS SERVICE
SAWCUT
FENCE TO BE REPLACED
POINT OF CONNECTION
(SEE MEP FOR CONTINUATION)
GATE VALVE
PIPE COUPLING ADAPTER
BOLLARD
SEWER CLEANOUT
SEWER REDUCER
CONCRETE APRON
DEMO/RESTORATION
ASPHALT DEMO/RESTORATION '
LANDSCAPE RESTORATION
KEY PLAN
SCALE : NONE
C11 r=~~~#t--\'tti~h C12 t--fffiMi6::1:=--=A--\k-+.tn\.:
C13 hi=:tif;-'ttt1"\\\\f--l-::'t--i':"~
C14
C15
C16 f-\\\!~~~~~~~
C17
C18
C19
C20 f---Jll4-1ctl/r,llr,~-l-'l,--l-1f-J-lll...Jl...-f--
C21 l:::!E:±i__J
C22
C23 l--,ttl=\-+-+tlr'-'::H"tll
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C241---=\\1'1.JJJ.\!~~~~~
C25 ~~~~~ C26 I
C27 '--...!1!.---L-'----+-'111/,,-l
C28
APRON D
CREW TRAILERS
APRON D
OFFICE TRAILER
APRON A
CREW TRAILERS
C29 @
C30 N
RECEIVED
JUN O 9 2015 1 p' 1•' -~ 1f
CITY OF R!:fJTOftJ SCALE IN FEET
PLAN.i\!:!NG DiVtS!O~!
SYMBOL B UTILITY AND DRAINAGE CONTROL PLAN CURREKT REVISION DATE
05.22.15 THIS DESIGN AND/OR
SPECIFICATION IS APPROVED SSM 05.22.15 f-=s=Hm=----~---+-------'-----j,. f-..:::..::=.:::::::::::.:..:.;:..:::.:..:::::;=::~-/mllll'lEE~--i-~~'-hT1TLEmr-----.,mriiun~~Mir""u=r.~ ... =iuc;;,;:;=;,------J ,
t--::.-Ylio APPROVED BY DEPT. DATE APRON o & A CREW OFFICE & CREW SHELTERS C450 i
RENTON AIRPORT APRON D & A t.=JOB.-..,.NO.-----t.c=COM~P N~O. -----I~
CIVIL MASTER
1-==~-------~------1=
RENTON, WA DWG NO. 05-YD-C450
I
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27
23
1 9
1 6 17
3 14
12
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SCALE: 1 /32" = 1'-0"
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GENERAL N0-1ES:
1. SEE GENERAL NOTES ON COVER SHEET GO.
LEGEND:
[I> NEW 36' X 60' CREW OFFICE (SEE SHT. A-2)
OUTSIDE OF 200' SHORELINE SETBACK.
···[]::> . NEW 12' X 30' CREW SHELTER (SEE SHT. A-3)
OUTSIDE OF 200' SHORELINE SETBACK.
p NEW 8' -0" X 9' -1 O" GATE HOUSE OUTSIDE OF
100' SHORELINE SETBACK.
p NEW 12' X 30' CREW SHELTER (SEE SHT. A-3).
A B C D E F G H J K L
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JUN O 9 2015
PLANN!i,lG D!VlSJON
SHORELINE PERMIT SUBMITTAL "'
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s:M APRON o & A CREW omc:EV~::~LER AND SHELTERS R-1so21 ::1 APPRovED oso:; 1s sYM REV1s10N BY APPRovED DATE iH~co~~16;~~~~ g~::rn oiT!os 1s susrnLc OVERALL ARCHITECTURAL SITE PLAN ""cu=RR,,...EN_r _"EV-1s-10N_.1-s_YM-so_L _A--1-oA-rE_o_s_.22_._1 s_-----l~
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~ ~~~J APPROVED .APRON D & A :JO:B:NO:, ===R=-=15=02=1=======CO=MP=N=O·======~~ APPROVED DWG NO ARCHITECTURAL MASTER RENTON WA . ' RTN-YD-A 1
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FOR REFENCE ONLY --DRAWINGS BY PACIFIC MODULAR ---
MIKE O'BRIAN 360-573-5009
GENERAL NOTES:
1. THE GENERAL CONTRACTOR AND RESPECTIVE
SUBCONTRACTORS SHALL VERIFY DIMENSIONS
AND CONDITIONS SHOWN ON THE DRAWINGS
2. THE GENERAL CONTRACTOR ANO RESPECTIVE
SUBCONTRACTORS SHALL BE RESPONSIBLE FOR
COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL,
MECHANICAL AND ELECTRICAL WORK.
REC~IVED
JUN O ~ 2015
CHY OF RENTON
PLANi\J!\'JG DlV1~iON
4' 2' 0 2' 4' 8'
SHORELINE PERMIT SUBMITTAL SCALE: 1/4"=1'-o" ~
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REVISION BY APPROVED DATE ~~Co~:~:~~~~ l-iogi-i;sfc=KE""o----+-'0=5.0=5~.15---i,A};TRQN D 0-45 GATE HOUSE FLOOR PLAN & ELEVATIONS CURRENT REV1s10N -SYMBOL A DATE 05.22.15 ~ SYM REVISION BY APPROVED DATE SYM
(-...::S'.'.:.'.PE:::::CIF:.:::IC::.ATlc:'.'.ON'....'.IS~A;P'.:::PR:::_;OV=ED--::::--trm=~-,--iTITLE-irirmwRmJn~umvnITT~&rRi°iAl<;fmITTC;--SHEET ;.;-
APPROVED BY DEPT. DATE CHE:::: TITLE LOCATE APRORENTONW AIRPORT SHELTERS 1-c=~-_1_A_1_0 ___ i-=;=-cc;,-7 ____ ~
APRON D & A t-ccJO=B~No~. __ R_-_15_0_21 ___ ~c-oM_P_No_. ----, ~
RENTON, WA DWG NO. RTN-YD-1A10
A LOCATE APRON D & A OFFICE AND CREW SHELTERS R-15021 RAI 05.05.15
r{JL_11DEING 0
APPROVED
APPROVED ARCHITECTURAL MASTER
EXTERIOR ALUMINUM STAIR & RAMP
GENERAL NOTES:
1. ALL RAMPS AND STAIRS TO MEET THE ANSI A117.1 REQUIREMENTS,
LATEST EDITION.
2. ALL RAMPS AND STAIRS TO BE 2012 IBC COMPLIANT
3. DOOR CLEARANCE TO BE 2012 IBC COMPLIANT
4. CONTRACTOR IS TO COMPLY WITH ALL OSHA AND STATE LABOR AND
INDUSTF!IES STANDARDS, AND ASSUME FULL RESPONSIBILITY AS TO
THE CONDITION OF THE STRUCTURE AND RELATED SYSTEMS.
5. ALL RAMPS AND STAIRS AND PLATFORMS TO BE CONSTRUCTED OF
ALUMINUM.
EXTERIOR STAIRS & RAMP:
1. PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING
2. RAMP SLOPE = 1: 12 MAX.
3. CROSS SLOPE -2% MAX.
4. LIVE LOAD = 100 PSF MIN.
5. MAXIMUM STAIR RISE = 7'', MINIMUM TREAD = 11"
6. RAILING: 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE
TO WALKING SURFACE OR RAMP, LANDING, OR STAIR.
7. GUARDRAIL: 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER
30" FROM GRADE TO WALKING SURFACE, LANDING, OR RAMP.
CONFIGURATION TO NOT ALLOW PASSAGE OF 4" SPHERE ALONG
GUARDRAIL.
8. HANDRAIL: GRASPABLE, CONTINUOUS AND AT 34" -38" OFF RAMP,
PLATFORM, OR STAIR NOSING; EXTEND 12" HORIZONTALLY OVER
WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN.
9. TOE KICK REQUIRED.
MOBILE CREW SHELTER CONSTRUCTION REQUIREMENTS LEGEND
PLANKING: CODE REQUIREMENTS:
LEGS:
1. ALL STAIR TREADS AND LANDINGS SHALL BE NON-SLIP ALUMINUM
PLANKING
2. RAMP: ALL PLANKING SHALL BE MINIMUM 13 GA
3. PLATFORM: ALL PLANKING SHALL BE MINIMUM 13 GA PLATFORM
CONFIGURED TO MEET CURRENT CODES.
4. STAIRS: ALL PLANKING SHALL BE MINIMUM 11 GA
1. PROVIDE ADJUSTABLE LEGS FOR MEETING REQUIREMENTS OF LEVELING
AT SITE.
SIZE:
MODULE HEIGHT:
OCCUPANCY:
TYPE OF
CONSTRUCTION:
SNOW LOAD:
FLOOR LOAD:
WIND LOAD:
FORCE
IMPORTEANCE FACTOR:
12' X 30'
12'-0" MAX, ABOVE FINISHED GRADE
B OFFICE
V-B
25 PSF
FLOOR LIVE LOAD 50 PSF UNIFORM LOAD OR
2,000 LBS CONCENTRATED LOAD, WHICHEVER
PRODUCTS GREATER EFFECTS.
110 MPH -EXPOSURE D, MIN. 20 PSF UPLIFT
1.0
WELDING:
1. PROVIDE WELDED CONNECTIONS AT ALL NON-ADJUSTABLE
COMPONENTS.
2. CONTINUOUS WELD AT ALL JOINTS & CONNECTIONS.
3. WELDING TO BE CERTIFIED BY A THIRD PARTY INSPECTOR, IN
ACCORDANCE WITH ANSI/ AWS D1 .2 CODE.
FASTENERS:
1. ASTM A325 OR STAINLESS STEEL.
2. LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS , UNLESS
OTHERWISE SPECIFIED
3. ALL SCREWS, STAINLESS STEEL #10 X 1 1/4" SELF TAPPING.
ATIACHMENT TO STRUCTURE:
1. PROVIDE FOR ATIACHMENT TO FRAME PER STRUCTURAL.
2. PROVIDE ATTACHMENT TO GRADE PER STRUCTURAL.
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WA ENERGY CODE:
CODE:
STATE SEALS
WASHINGTON STATE ENERGY CODE, LASTEST
VERSION ZONE I
2012 IBC, WAC 51-50 AS ADOPTED AND
COMPLIANCE WITH CITY OF RENTON CODE.
WA GOLD
INTERIOR CLEAR SPAN: NO INTERIOR COLUMNS ALLOWED.
30' ~o"
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INSULATION: CONTINUOUS INSULATION AS REQUIRED PER
WASHINGTON ENERGY CODE.
FINISH: EXTERIOR COLORS TO MATCH EXITING CREW
SHELTERS, SUBMIT COLORS FOR APPROVAL.
ROOF /CEILING
CEILING: SUSPENDED ACOUSTICAL CEILING TILE (24X48
FISSURED)
CEILING HEIGHT: 7' -11" MIN. FINSH CEILING HGT
GUTIERS/D.S.: PROVIDE PRE-FINISHED GUTIER AND DOWNSPOUTS
FASTENED AT TOP AND BOTIOM AND 2'-0" O.C.
DOORS:
(2) EXTERIOR DOORS: 3' -0" X 7'-0"X 1 %" METAL INSULATED FLUSH
DOOR GRADE 2, 16 GUAGE WITH VIEW LITE AND
WELDED HM FRAME. DOOR AND FRAME SHALL BE
FACTORY PRIMED AND PAINTED. VIEW LITE TO BE
NOMINAL 4" X 25" WITH INSULATED LAMIMATED
GLAZING. DOOR SHALL MEET ENERGY CODE
REQUIREMENTS.
HARDWARE AT
EACH DOOR: LOCKSET: UNICAN 1021-M-26D LEVER PUSH
BUTION LOCKSET TO RECEIVE "YALE 121 O" 6 PIN
CYLINDERS BY BOEING
SIDING:
WINDOWS:
(3) SIZE:
MOUNTING HT:
FRAME:
GLAZING:
MISC.:
(2) FIRE EXT. CAB:
CLOSER: NORTON 7500BF
KICKPLATE: 1 O" X34" STAINLESS STEEL EACH SIDE.
HINGES: STANLEY FBB 179 4 W' X 4 lf" US26D NRP
EXTERIOR DRIP: PEMKO #346C -3" DRIP AT TOP OF
FRAME
GASKETS: FULLY WEATHER STRIP, INCLUDE SEAL AT
THRESHOLD
CYLINDER KEYING BY BOEING
36" X 30" HORIZONTAL SLIDER WITH BUG SCREEN,
QUAKER HS-HC40 OR APPROVED EQUAL.
TOP OF ROUGH OPENING TO MATCH DOOR OPENING
ANODIZED ALUMN
1" INSULATED GLAZED UNIT, EXTERIOR PANE PPG )4"
TEMPERED WITH SOLARBAN 60 LOW E, INTERIOR PANE
)4" SOUND CONTROL LAMINATED GLAZING
CLIP BOARD HANG RAIL MOUNTED AT 76"
SHIPPED LOOSE WITH WALL MOUNT HOOK
GENERAL NOTES
1. NO EXPOSED GALVANIZED METAL ALLOWED.
2. EXTERIOR MAXIMUM ROOF RIDGE HEIGHT: 12'-0"
3. INSULATION: CONFORM TO THE STATE OF
WASHINGTON ENERGY CODE.
REFERENCE DRAWINGS
CONSTRUCTION NOTES
[t> EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN
BUILD, PROVIDE SUBMITIAL FOR APPROVAL.
GUTIERS AND DOWNSPOUTS: PROVIDE FACTORY
PREFINISHED GUTIERS, DOWNSPOUTS, AND MOUNTING
HARDWARE PER CONSTRUCTION REQUIREMENTS.
[l> ALUMINUM SLIDING WINDOWS PER CONSTRUCTION
REQUIREMENTS.
[}:> ATIACHMENT OF RAMP AND STAIR TO GRADE PER
STRUCTURAL, TYP.
I]:> ATIACHMENT OF RAMP AND STAIR TO UNIT FRAME
PER STRUCTURAL, TYP.
4' 2' 0 2' 4' 8'
I
SCALE: 1 / 4" = 1' -0"
r~ECF.iVED rolluda architects
JUN O 9 2015 105 S. Main Street Suite 323
FOR RE FENCE ONLY Seattle, WA 98104
DRAWINGS-BY-PACIFIC MODULAR CITY OF R£N'fON t: 206-624-4222
MIKE O'BRIAN 360-573-5009 SHORELINE PERMIT SUBMITTAL P!ANMINGDII/ISiON f:206-624-4226 ~
~SY-M~------R-~~ISIO_N ______ ----r--~-,---AP-PR-~E-D--,-DA-TE--,r-SY-M,---------R~-IS-IO-N-------,--~--,--A-PP-RO-VED-,----OO-E---r---------------,-------,--T-!~sc~!~:~~:=~N-l~~=~-R-,,g~~~::rED--,,~Mo'5Ec.0-5.-15Tssu~BTITTIT~LE----lF-L-O-O-t~P~t~R~~~i't~Eri~~~~~~.;;:~~~~[~T~J~~~i·L-A_N_S...__ ___ :C:UR:RE:NT=R~~:ISl:ON==-:S:YM:80:L==A===D:M:E==0=5.=22=·=15===:io ..
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I •• ::~~ CHECKED RENTON AIRPORT ~---~~~--1~
~_'\ APPROVED APRON D & A ~JD=Bc-cN=o· __ R-_1_5_02_1 ___ ~c-oM_P-ND_. __ ~---1~
APPROVED ARCHITECTURAL MASTER RENTON, WA DWG ND. RTN-YD-1 A 11
SPRAY-ON INSULATION,
VENTILATION ALLOWED
=
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MAX
7' 11" $
MIN.
INTERIOR
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-J'// ~ -PER STRUCTURE
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0f---~-cf-LER-;_1~-.=1_.~_~_EV_A_T_I O_N_V_I E_W _________________ ~
.
(Df----~-c?-LEU_: ;~;~~,,=~1 ~~~_EV_A_T_I O_N_V_I E_W __________________ _
4' 2' 0 2' 4'
FOR REFENCE ONLY
SCALE: 1/4"=1'-0"
--
DRAWINGS BY-PACIFIC MODULAR --
3'
LEGEND
GENERAL NOTES
1. THE GENERAL CONTRACTO AND RESPECTIVE
CONTRACTORS SHALL VERIFY DIMENSIONS AND
CONDITION SHOWN ON THE DRAWINGS.
2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS
SHALL BE RESPONSIBLE FOR COORDINATION OF
CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL WORK.
3. NO EXPOSED GALVANIZED MATERIALS ALLOWED.
CONSTRUCTION NOTES
[t> EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN
BUILD, PROVIDE SUBMITIAL FOR APPROVAL. PAINT
HIGH VISIBILITY YELLOW; CONFIRM EXACT FINISH
COLOR WITH PAINTING SPECS. AND ARCHITECT
[l=> GUTTERS AND DOWNSPOUTS: PROVIDE FACTORY
PREFINISHED GUTTERS, DOWNSPOUTS, AND MOUNTING
HARDWARE, PER CONSTRUCTION REQUIREMENTS.
[!> LIGHTING PER ELECTRICAL, TYPICAL.
[±::> HVAC EQUIPMENT PER CONSTRUCTION
REQUIREMENTS.
@:::>-CONTINUOUS CLOSURE SKIRT BY MODULAR BUILDING
VENDOR
JUN O 9 2015
cirv Of ~ENTOM
t1lA.NN!N,G 5l~R·:non
rolluda architects
105 S. Main Street Suite 323
Seattle, WA 98104
t: 206-624-4222
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I-REVISION BY APPROVED DATE ACCEPTABILITY g~iwN oiri.05.15 SUBTITLE APRON A CREW SHELTER CURRENT REVISION -SYMBOL A DATE ro
MIKE O'BRIAN 360-573-5009 --f: 206-624-4226 SHORELINE PERMIT SUBMITTAL
THIS DESIGN AND/OR CHECKED EXTERIOR ELEVATIONS & SECTION ""'=,,,----~----1---0-5-'2-2'-15--$
rm \ I SPECIFICATION IS APPROVED SHEET O
\~ ~ ~A..::PP..::RO:.::.:VE::::D :.::::BY:.:...:.;:...::::_DE.:.::PT.:::.;.::.:::D-AT-E .frCHffilECIFl!KnED~---r--1niTITCLELE-,Lnroc;;:;;ATITE~AADP"°'RO;;;;R;-D;:;-E.;N~T'oricRxNww (AITTIF:'irR'CPJO;;--;::RDCT'wwcs'wHClELTITE:URCS ---i A 6 0 9 !
\_sr:,."~_"'.'_j APPROVED APRON D & A 1-=Jo=s~No~. __ R_-_15_02_1 __ ~_coM._P_N_o_. ----1~
APPROVED ARCHITECTURAL MASTER RENTON WA DWG NO. RTN-YD-A60
'
SYM REVISION BY APPROVED DATE SYM
A APRON D & A CREW OFFICE TRAILER ANDSHELTERS R-15021 RAI 05.05.15
rzi.-_llDEING"
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