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EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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VICINITY MAP, CODE SUMMARY & INDEX
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2507
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TAL
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10/04/17
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D-2507-1000-01-J
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F
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CITY COMMENTS
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04/02/19
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G
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UPDATED FOR BID REVIEW
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12/13/17
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H
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GENERAL UPDATES
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04/23/19
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J
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GENERAL UPDATES
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04/30/19
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E
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ADDED SEA LEVEL & NAVD 88 NOTE
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01/31/19
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VICINITY MAP
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NORTH
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SCALE: NTS
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UTILITY LOCATES
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(48 HOUR NOTICE PRIOR TO EXCAVATION)
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%%UONE CALL SYSTEM............1 800 332 2344
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OREGON LAW REQUIRES YOU TO FOLLOW THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH 952-001-0100. (YOU MAY OBTAIN COPIES OF THE RULES FROM THE CENTER BY CALLING 503 246 1987.)
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%%UON LINE .... http://www.callbeforeyoudig.org/
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SCAPPOOSE, OREGON
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DEFERRED SUBMITTALS
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PLANS AND SPECIFICATIONS REQUIRED FOR THE WORK OF SPECIALTY TRADES MAY BE SUBMITTED AS DEFERRED SUBMITTALS IN ACCORDANCE WITH OSSC SECTION 107.3.4.2. THE FOLLOWING SPECIALITY TRADES WILL BE DESIGN-BUILD AND THEREFORE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE OBTAINING SEPARATE PERMITS FOR THIS WORK AND RESPONSIBLE FOR ANY NECESSARY DESIGN AND/OR ENGINEERING TO MEET THE APPLICABLE CODE REQUIREMENTS: STRUCTURAL ELECTRICAL MECHANICAL/PLUMBING FIRE SPRINKLER SYSTEM FIRE ALARM LANDSCAPING
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DRAWING INDEX
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VICINITY MAP, CODE SUMMARY & INDEX
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DESCRIPTION
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DRAWING NUMBER
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D-2507-1000-01
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PROPOSED SITE PLAN
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D-2507-1000-02
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D-2507-1000-03
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D-2507-1000-04
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CIVIL DOCUMENTS
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ENLARGED SITE PLAN - PARKING LOT
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STATEMENT OF SPECIAL INSPECTION
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REINFORCED CONCRETE SHALL BE PERIODICALLY TESTED IN ACCORDANCE WITH THE STANDARDS OF ASTM C192 AND ACI 318 AND SPECIAL INSPECTION IS REQUIRED AS LISTED IN 2014 OSSC TABLE 1705.3 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION. . CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS/OBSERVATIONS.
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PROJECT TEAM
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ARCHITECT
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LOWER COLUMBIA ENGINEERING, LLC 58640 McNULTY WAY, ST. HELENS, OREGON 97051 PHONE: (503)-366-0399 CONTACT: CARL BEAN [email protected]
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ENGINEER
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LOWER COLUMBIA ENGINEERING, LLC 58640 McNULTY WAY, ST. HELENS, OREGON 97051 PHONE: (503)-366-0399 CONTACTS: ANDREW NIEMI, P.E. [email protected]
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PORT OF COLUMBIA COUNTY - NEW HANGAR
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BID DOCUMENTS
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SCAPPOOSE INDUSTRIAL AIRPARK - SCAPPOOSE, OREGON
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OWNER
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PORT OF COLUMBIA COUNTY 100 E STREET, COLUMBIA CITY, OREGON 97018 PHONE: (503)-397-2888 CONTACTS: CRAIG ALLISON [email protected] TENANT: DEVINAIRE, LLC
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*NOTE: ADDITIONAL SHEETS WILL BE PROVIDED AS REQUIRED FOR PERMIT SETS.
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GENERAL NOTE
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1. DRAWINGS REPRESENT A BASELINE FOR FINISHES AND DRAWINGS REPRESENT A BASELINE FOR FINISHES AND BUILDING PRODUCTS AND SYSTEMS. OWNER INTENDS TO NEGOTIATE ANY CHANGES DEVELOPED DURING THE PRE-CONSTRUCTION SERVICES PHASE. 2. ALL ELEVATIONS ARE IN NAVD 88 UNLESS OTHERWISE ALL ELEVATIONS ARE IN NAVD 88 UNLESS OTHERWISE NOTED. 3. CONTRACTOR TO PROVIDE FIELD ENGINEERING TO VERIFY CONTRACTOR TO PROVIDE FIELD ENGINEERING TO VERIFY VERTICAL AND HORIZONTAL CONTROL.. 4. CONTRACTOR TO PROVIDE SAFETY AND STAGING PLAN FOR CONTRACTOR TO PROVIDE SAFETY AND STAGING PLAN FOR APPROVAL BY PORT PROJECT MANAGER PRIOR TO COMMENCING WORK ON SITE.
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HWY. US 30
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HWY. US 30
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ST. HELENS
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TO PORTLAND
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PROJECT SITE
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WEST LANE ROAD
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NORTHEAST CROWN ZELLERBACH LOGGING ROAD
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SCAPPOOSE VERNONIA HWY.
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WEST LANE ROAD
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WEST LANE ROAD
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NORTH HONEYMAN ROAD
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MOORE ROAD
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SKY WAY DRIVE
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AIRPORT ROAD
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BUILDING CODE SUMMARY
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ZONE: PUA - PUBLIC USE AIRPORT, PERMITTED USE - AIRCRAFT HANGARS PUA - PUBLIC USE AIRPORT, PERMITTED USE - AIRCRAFT HANGARS SCAPPOOSE INDUSTRIAL AIRPARK: 177 ACRES BUILDING SITE AREA: 3.78 ACRES 3.78 ACRES BUILDING AREA: 31,500 S.F., TABLE 503. 31,500 S.F., TABLE 503. OCCUPANCY: S-1 AIRCRAFT HANGAR, SECTION 311.2 S-1 AIRCRAFT HANGAR, SECTION 311.2 AIRCRAFT HANGAR, SECTION 311.2 B BUSINESS SECTION 304 BUILDING HEIGHT: ALLOWABLE - 2 STORIES, UP TO 55'-0” - ACTUAL 1 STORY, 39' - 3” TABLE 503. ALLOWABLE - 2 STORIES, UP TO 55'-0” - ACTUAL 1 STORY, 39' - 3” TABLE 503. - ACTUAL 1 STORY, 39' - 3” TABLE 503. TABLE 503. CONSTRUCTION TYPE: II-B TABLE 602.2 II-B TABLE 602.2 TABLE 602.2 MAXIMUM FIRE AREA: 40,000 S.F. GROUP II TABLE 4.12.4.6 40,000 S.F. GROUP II TABLE 4.12.4.6 OCCUPANCY LOAD: S-1 OCCUPANCY LOAD FACTOR - 500 27000 S.F. / 500 = 54 OCCUPANTS S-1 OCCUPANCY LOAD FACTOR - 500 27000 S.F. / 500 = 54 OCCUPANTS B OCCUPANCY LOAD FACTOR - 100 4500 S.F. / 100 = 45 OCCUPANTS REQUIRED WIDTH: 54 X .2 = 10.8 - 11'; 45 X .2 = 9 = 20" 54 X .2 = 10.8 - 11'; 45 X .2 = 9 = 20" SEPARATION OF OCCUPANCY: TABLE 508 - NOT REQUIRED BETWEEN S-1 AND B OCCUPANCY TABLE 508 - NOT REQUIRED BETWEEN S-1 AND B OCCUPANCY AUTOMATIC SPRINKLERS REQUIRED: PER 2014 OSSC SECTION 412.4.6 AND 2014 OREGON FIRE CODE PER 2014 OSSC SECTION 412.4.6 AND 2014 OREGON FIRE CODE 914.8.2 AND NFPA 409 MAXIMUM SINGLE FIRE AREA: 40,000 S.F. > 31,500 S. F. 2014 OFC 40,000 S.F. > 31,500 S. F. 2014 OFC GROUP II - HANGAR DOOR 26'-0” HIGH HIGH TABLES 914.8.2, OSSC 412.4.6 NO FOAM PER 412.4.6.2 - 2.1, 2.2, 2.3, 2.4, 2.5 YARD ON ALL SIDES : BUILDING 60'-0” YARDS ON ALL SIDES : BUILDING 60'-0” YARDS ON ALL SIDES BUILDING 60'-0” YARDS ON ALL SIDES YARDS ON ALL SIDES EXIT ACCESS TRAVEL DISTANCE: ALLOWABLE: 250', ACTUAL MAXIMUM DISTANCE AT RIGHT ANGLES 157'. TABLE ALLOWABLE: 250', ACTUAL MAXIMUM DISTANCE AT RIGHT ANGLES 157'. TABLE 250', ACTUAL MAXIMUM DISTANCE AT RIGHT ANGLES 157'. TABLE 1016.2 ALLOWABLE AREA INCREASE (AA): 83,125 S.F. > ACTUAL AREA 31,500 S.F. PER 2014 OSSC, SECTION 506 83,125 S.F. > ACTUAL AREA 31,500 S.F. PER 2014 OSSC, SECTION 506 F = 720 S.F. P= 720 S.F. W > 30' USE 30' IN FORMULA 506.2.1 > 30' USE 30' IN FORMULA 506.2.1 30' USE 30' IN FORMULA 506.2.1 IF = [F/P-.25] W/30 IF = [720/720 -.25] X 30/30 = .75 IS = 3 SPRINKLERS, 1 STORY, FACTOR PER SECTION 506.3 AA= [AT+ [AT X LF] + [AT X IS]] AA = 17500+ [17,500 X .75] + [17,500 X 3] 17,500 + 13,125 + 52,500 = 83,125 S.F. AA = 83,125 S.F.
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BASE FLOOD ELEVATION = 27'-0" MEAN SEA LEVEL = 7.8'
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SITE DETAILS
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D-2507-1000-05
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D-2507-1000-06
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EROSION & SEDIMENT CONTROL DETAILS & NOTES
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FIXTURE CALCULATIONS
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B: 1 WATER CLOSET PER 25 OCCUPANTS FOR FIRST 50 1 WATER CLOSET PER 25 OCCUPANTS FOR FIRST 50 1 LAVATORY PER 40 OCCUPANTS FOR FIRST 80 S-1: 1 WATER CLOSET PER 100 OCCUPANTS 1 WATER CLOSET PER 100 OCCUPANTS 1 LAVATORY PER 100 OCCUPANTS REQUIRED FIXTURES: B: 2 LAVATORIES & 2 WATER CLOSETS 2 LAVATORIES & 2 WATER CLOSETS S-1: 1 LAVATORY & 1 WATER CLOSET 1 LAVATORY & 1 WATER CLOSET PROVIDED FIXTURES: MEN'S 2 LAVATORIES, 1 URINAL, 1 WATER CLOSET 2 LAVATORIES, 1 URINAL, 1 WATER CLOSET WOMEN'S 2 LAVATORIES, 2 WATER CLOSETS2 LAVATORIES, 2 WATER CLOSETS
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
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THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING MATERIALS. EACH SUBCONTRACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED; AND THE LISTING AND APPROVAL INFORMATION (i.e. UL, ICC OR OTHER APPROVED REPORT/LISTING NUMBERS.) THIS INFORMATION MUST BE SUBMITTED, AND APPROVED BY, THE BUILDING INSPECTOR PRIOR TO ANY INSTALLATION.
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FIRESTOPPING MEETING NOTE
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D-2507-1000-07
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D-2507-1000-08
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PROPOSED GRADING PLAN
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D-2507-1000-09
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PROPOSED UTILITY PLAN
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D-2507-1000-10
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TRANSITIONAL SURFACE EXHIBIT AND BACKFLOW DIAGRAM
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ENLARGED SITE PLAN - RAMP
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EXISTING CONDITIONS PLAN
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D-2507-2000-03
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EXTERIOR ELEVATIONS & SCHEDULES
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D-2507-2000-04
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EXTERIOR ELEVATIONS & NOTES
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ARCHITECTURAL DOCUMENTS
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CONTRACTOR TO PROVIDE A SAFETY AND STAGING PLAN FOR APPROVAL BY PROJECT MANAGER PRIOR TO COMMENCING WORK ON SITE.
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D-2507-1000-11
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CONTAINMENT BASIN DETAILS
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D-2507-2000-01
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FOUNDATION PLAN & DETAILS
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D-2507-2000-02
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SCHEMATIC FLOOR PLAN & PEMB SPECIFICATIONS
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D-2507-2000-07
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OFFICE FLOOR PLAN & REFLECTED CEILING PLAN
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D-2507-2000-08
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HANGAR REFLECTED CEILING PLAN
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D-2507-2000-05
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BUILDING SECTION, ENLARGED PLANS, DETAILS
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D-2507-2000-06
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GENERAL NOTES & ADA DETAILS
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2014 OSSC, 2014 OFC, 2014 OMSC, OPSC, 2014 OEESC, 2017 OESC, NFPA 409
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CODES
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BID PRINT
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DATE:
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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B
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B4
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B4
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15-33
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C
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C
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25+00
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S.W. T-HANGAR TAXIWAY
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C
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D
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D
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D
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D
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D
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EXISTING BUILDING
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EXISTING OREGON AERO BUILDING
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NEW HANGAR
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(N) PARKING LOT AREA
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(N) ASPHALT DRIVEWAY
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SKY WAY DRIVE
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(E) ASPHALT TARMAC
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150'-0" x 180'-0" 27,000 SQ. FT.
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SKY WAY DRIVE
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(E) FENCE
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RIDGE LINE
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(VERIFY)
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BUILDING RESTRICTION LINE
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6' HIGH 5'X8' CEDAR FENCE TRASH ENCLOSURE PER 17.100.100. VERIFY SIZE WITH PORT PROJECT MANAGER.
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TAXIWAY 'B'
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150'-0"
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150'-0"
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(N) STRIPING
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(N) GATE
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TAXIWAY-B
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1.80% SLOPE (2% MAX)
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(N) FIRE TRUCK ACCESS GATE
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FIRE TRUCK ACCESS ROUTE
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FIRE TRUCK ACCESS ROUTE
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FIRE TRUCK ACCESS ROUTE
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13
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14
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15
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16
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17
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2
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1
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3
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6
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7
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4
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5
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8
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9
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11
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12
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18
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MANUAL 12'X12' COILING O.H. DOOR AND ADDITIONAL PAVING
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BUILDING RESTRICTION LINE
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(N) FENCE
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(E) PIV
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(N) 20,000 GAL (APPROX 3'-6"D x 24'W x 40'L) SECONDARY CONTAINMENT SYSTEM CONCRETE BASIN. VERIFY LOCATION WITH PORT PROJECT MANAGER. SEE DETAIL A/11.
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1
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FINISHED FLOOR EL. 53.27'
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NEW OFFICE
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0% CROSSSLOPE
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(N) ASPHALT RAMP. SEE DETAIL
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ADG-II TDG-2 AIRCRAFT MAX. WINGSPAN = 79'
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ROOF
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SLOPE
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WM
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(E) EDGE OF AC PAVEMENT
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CONCRETE PAD
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EXTENSION OF (E) BASIN
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FOR TRANSITIONAL SURFACE EXHIBIT SEE D-2507-1000-10
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1
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(N) BICYCLE RACK (2 BICYCLES)
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OBSTRUCTION FREE AREA
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LOADING
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(E) TRAFFIC GATE WITH OPERATORS
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HANGAR ROLLING DOORS
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CONCRETE PAD
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EXIT
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EXIT
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EXIT
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EXIT
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EXIT (MAIN ENTRANCE)
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EXIT
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(E) STOP BAR
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EXIT
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2
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5
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1
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3
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4
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SEE SHEET D-2507-1000-05 FOR TYPICAL BASIN DESIGN INCLUDING PLANT MATERIALS
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1
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150'-0" x 30'-0" 4,500 SQ. FT.
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210'-0"
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210'-0"
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STORM WATER BASIN EL=48'
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RIDGE LINE
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SEE SHEET D-2507-1000-05 FOR BASIN DESIGN INCLUDING PLANT MATERIALS
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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PROPOSED SITE PLAN
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2507
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MLA
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01/25/17
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D-2507-1000-02-X
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S
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ADJUSTED ELEVATIONS
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11/27/18
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T
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GENERAL UPDATES
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01/22/19
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U
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MOVED DIMENSIONS FOR CLARIFICATION
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01/31/19
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V
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SEPERATED INTO 3 SHEETS - SITE, UTILITY & GRADING
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02/21/19
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X
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GENERAL UPDATES
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4/23/19
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(E) CONCRETE
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SIGN
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CURB
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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EXISTING
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(E)
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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GENERAL NOTES
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1. CONTRACTOR TO PROVIDE EROSION & SEDIMENT CONTROL CONTRACTOR TO PROVIDE EROSION & SEDIMENT CONTROL AS REQUIRED BY THE CITY OF SCAPPOOSE. SEE SHEET D-2507-1000-06 FOR DETAILS. CONTRACTOR TO SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL BY PROJECT MANAGER. 2. LANDSCAPING (DEFERRED SUBMITTAL BY OWNER) TO MEET LANDSCAPING (DEFERRED SUBMITTAL BY OWNER) TO MEET CITY OF SCAPPOOSE LAND USE DEVELOPMENT STANDARDS. INCLUDE IRRIGATION SYSTEM WITH TIMER. CONTROLLERS TO BE LOCATED INSIDE HANGAR. COORDINATE WITH PORT PROJECT MANAGER. 3. WATER AND SEWER MAY OCCUPY THE SAME TRENCH. WATER AND SEWER MAY OCCUPY THE SAME TRENCH. COMPLY WITH 720.0 OF 2014 OPSC. 4. STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STANDARDS. 5. ALL DOORS NOTED AS "EXIT" ARE 3'-0" x 7'-0" SWING ALL DOORS NOTED AS "EXIT" ARE 3'-0" x 7'-0" SWING DOORS WITH PANIC HARDWARE. 6. SEE SHEETS 2000-03 AND 2000-04 FOR EXTERIOR LED SEE SHEETS 2000-03 AND 2000-04 FOR EXTERIOR LED LIGHTING. 7. ALL LIGHTING SHALL CONFORM TO FAA REQUIREMENTS FOR ALL LIGHTING SHALL CONFORM TO FAA REQUIREMENTS FOR LIGHTING CONTROL. 8. ALL PIPES SHALL HAVE .5% MINIMUM SLOPE AND 30" OF ALL PIPES SHALL HAVE .5% MINIMUM SLOPE AND 30" OF COVER MINIMUM. 9. ALL HARD SURFACES SHALL HAVE A MINIMUM OF 1.0% ALL HARD SURFACES SHALL HAVE A MINIMUM OF 1.0% SLOPE TOWARDS COLLECTION SYSTEM. 10. ALL WALKWAYS SHALL HAVE A MAXIMUM SLOPE OF 5.0% IN ALL WALKWAYS SHALL HAVE A MAXIMUM SLOPE OF 5.0% IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. 11. PLAN CAN BE PROVIDED IN CAD FORMAT TO ACCOMMODATE PLAN CAN BE PROVIDED IN CAD FORMAT TO ACCOMMODATE CONSTRUCTION STAKING. (NOT ALL DIMENSIONS ARE SHOWN) 12. LANDSCAPE AREAS SHALL BE SLOPED TOWARDS CATCH BASINS AS REQUIRED TO PREVENT PUDDLES.
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NOT IN CONTRACT
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N.I.C.
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KEY NOTES
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1
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TYPICAL PARKING STALL - 9'x18'
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2
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ACCESSIBLE PARKING STALL - 9'x18' WITH ACCESS AREA - 9'x18'
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3
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PROVIDE POWER FOR FUTURE ENTRANCE SIGN. SIGN BY OWNER TO COMPLY WITH CITY OF SCAPPOOSE REQUIREMENTS.
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4
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COORDINATE AREA LIGHT WITH CUT OFF DEVICES WITH PROJECT MANAGER AND CRPUD.
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5
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LED LIGHT BOLLARDS.
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SCALE: 1"=30'-0"
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NORTH
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PROJECT NORTH
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50'
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40'
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30'
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20'
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10'
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0'
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50'
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100'
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PROPOSED SITE PLAN
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WATER METER
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WM
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
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BID PRINT
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DATE:
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
S
TR
D
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13
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17
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18
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NEW OFFICE
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NEW HANGAR
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EXISTING BUILDING
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C
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05
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SKY WAY DRIVE
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EXISTING BUILDING
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6
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4
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11
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05
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G
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(E) ASPHALT TARMAC
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5'X8' TRASH ENCLOSURE
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(E) FENCE
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(N) CATCH BASIN (TYPICAL OF 4. SEE DETAIL F ON SHEET 1000-05)
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150'-0" x 30'-0" 4,500 SQ. FT.
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(N) STORMWATER BASIN EXTENSION
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(N) SECTION OF FENCE WITH SLATS OR CEDAR BOARDS
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(N) 4'-0" WIDE GATE IN (N) FENCE W/ HASPED EYE
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(N) PAVED DRIVEWAY WITH 3% SLOPE
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PROVIDE ADA PARKING SIGN AND GALVANIZED STEEL POLE WITH FOOTING.
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(E) CHAIN LINK FENCE
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(N) 26' WIDE FIRE TRUCK ACCESS GATE WITH KNOX BOX KEY ACCESS.
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(N) LANDSCAPING
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SLOPE FOR ADA ACCESS TO PARKING, 1:20 OR LESS.
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(E) TURF
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(N) PLANTER
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TYP.
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(N) CHAIN LINK FENCE TO MATCH EXISTING WITH 4' WIDE GATE WITH HASP AND EYE.
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(N) CHAIN LINK FENCE TO MATCH EXISTING AT (E) EDGE OF PAVEMENT.
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(N) PLANTER
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(N) PARKING AREA
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(N) PARKING AREA
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PAINT CURB RED WHERE INDICATED.
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KNOX BOX
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TYP
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KNOX BOX
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(N) 20,000 GAL SECONDARY CONTAINMENT BASIN PER SHEET 1000-11
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(E) STORM WATER BASIN
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(E) FDC FOR THIS ADJACENT PROPERTY
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6" STORM PIPE WITH 0.75% SLOPE
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WATER METER, VERIFY LOCATION WITH CITY
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PROVIDE LANDSCAPE
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(E) TRANSFORMER
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DS
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DS
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DS
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WM
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REMOVE EXISTING CHAIN LINK FENCE AT NEW DRIVEWAY.
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1
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4
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2
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1
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8
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3
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8
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8
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8
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8
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8
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1
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3
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3
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6
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7
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1
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1
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1
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9'-0"
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9'-0"
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8
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8
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8
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8
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9
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F
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01
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(E) FIRE HYDRANT
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FH
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10
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150'-0" x 180'-0" 27,000 SQ. FT. F.F. EL = 53.27'
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3
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5
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BASIN #3 E.L. = 52.30' I.E. = 50.70'
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6" STORM PIPE WITH 0.6% SLOPE
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6
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6
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BASIN #2 E.L. = 52.20' I.E. = 50.40'
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6" STORM PIPE WITH 0.6% SLOPE
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BASIN #1 E.L. = 54.14' I.E. = 52.64'
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6" STORM PIPE WITH 2.6% SLOPE
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55'
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8
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56'
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54'
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52'
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51'
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9
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54'
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54'
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55'
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53'
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EOP 53.50'
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EOP 52.70'
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EOP 52.50'
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EOP 52.70'
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EOP 52.70'
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EOP 52.67'
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TOC 54.50'
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TOC 53.10'
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EOP 52.60'
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EOP 52.95'
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EOP 53.18'
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TOC 53.50'
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TOC 53.50'
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TOC 55.50'
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TOC 54.00'
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EOP 53.00'
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(E) EOP 56.91'
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(E) EOP 56.82'
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(E) EOP 56.68'
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(E) EOP 56.29'
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53'
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EOP 53.00'
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TOC 53.20'
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EOP 55.29'
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EOP 52.60'
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EOP 52.70'
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(E) EOP 52.91'
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(E) EOP 53.17'
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(E) ESITMATED EOP 52.86'
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BASIN #4 E.L. = 52.80' I.E. = 51.30'
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(E) EOP 53.79'
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53'
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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ENLARGED SITE PLAN - PARKING LOT
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2507
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MLA
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01/25/17
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D-2507-1000-03-J
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F
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GENERAL UPDATES
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01/14/19
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G
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ADDED DIMENSIONS FROM SITE PLAN FOR CLARIFICATION
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01/31/19
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H
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GENERAL UPDATES
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4/23/19
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J
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GENERAL UPDATES
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05/01/19
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E
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ADDED PROPOSED CONTOURS
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11/27/18
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SCALE: 1"=10'-0"
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ENLARGED SITE PLAN - PARKING LOT
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NORTH
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PROJECT NORTH
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DESCRIPTION
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SYM.
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KEYED NOTES
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REPAIR AREA DAMAGED BY CONSTRUCTION ACTIVITIES TO ITS ORIGINAL CONDITION.
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COORDINATE AREA LIGHT AND POLE WITH PORT PROJECT MANAGER FOR PROVISION BY P.U.D.
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PROVIDE (10) 42" HIGH X 7" DIAMETER LED LIGHT BOLLARDS. PROVIDE 1 (Fc) FOOT CANDLE PER 20'-0". CONNECT TO SWITCH IN HANGAR.
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PROVIDE POWER FOR FUTURE SIGN. PROVIDE WIRING CONDUIT IN HAND HOLD BOX @ GRADE. HOME RUN TO HANGAR POWER PANEL. SIGN BY TENNANT: PROVIDE WITHIN CITY SIGN CODE.
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(E) CONCRETE
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SANITARY SEWER MANHOLE
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CATCH BASIN
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SIGN
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CURB
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POWER LINE
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GAS LINE
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COMMUNICATION LINE
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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FIRE HYDRANT
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WATER VALVE
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POWER POLE
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WATER METER
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SANITARY SEWER
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FH
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WM
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TELEPHONE RISER
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EXISTING
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(E)
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CO
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CLEAN OUT
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STORM WATER SEWER
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TELEPHONE LINE
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BURIED POWER LINE
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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STORM WATER SWR. MANHOLE
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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WATER LINE
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PRECAST CONCRETE WHEEL STOP
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PAVEMENT STRIPING AND CROSSWALK.
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(N) FDC AND HYDRANT. PROVIDE PER STANDARD FIRE MARSHAL REQUIREMENTS AND CITY OF SCAPPOOSE STANDARD DETAILS.
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TREES AND LANDSCAPING PER CITY OF SCAPPOOSE STANDARDS, TO BE PROVIDED BY DEFERRED SUBMITTAL
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1
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03
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1
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2
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3
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4
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5
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6
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7
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8
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SEE SHEET D-2507-1000-05 FOR BASIN GROWING MEDIUM AND PLANT MATERIALS, TYPICAL.
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9
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(N) INVERTED "U" BICYCLE RACK - (2) BIKES
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10
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NOTE: PARKING LOT STORM DRAINAGE IS DESIGNED TO MEET THE REQUIREMENTS OF THE OREGON PLUMBING CODE.
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(N) MAJOR CONTOUR
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(N) MINOR CONTOUR
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100
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22
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(E) MAJOR CONTOUR
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(E) MINOR CONTOUR
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100
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22
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
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BID PRINT
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DATE:
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05/03/19
EngineeringColumbia
Lower(503) 366-0399
St. Helens, Oregon
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25+00
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NEW HANGAR
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O.F.A.
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EXISTING BUILDING
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A
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05
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B
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05
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1
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1
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1
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1
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12" STORM PIPE WITH 0.5%%% SLOPE
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B
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05
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4
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3
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2
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5
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4
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NEW OFFICE
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150'-0" x 180'-0" 27,000 SQ. FT.
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RIDGE LINE
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(N) ASPHALT RAMP
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BUILDING RESTRICTION LINE
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TAXIWAY 'B'
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(N) STRIPING
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EXPAND (E) BASIN TO HAVE 27' X 200' BOTTOM X 2' DEEP, WITH 1:3 SIDE SLOPE BOTTOM EL = 49.5'
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(E) CULVERT TO BE BURIED BELOW TAXIWAY ACCESS BY OTHERS
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TYPICAL
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(E) DRAINAGE DITCH
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PLANTER
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FINISHED FLOOR ELEVATION 53.27'
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(E) I.E. 49.9'
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(N) EL. 51.29'
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(N) EL. 49.52'
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(E) I.E. 49.5'
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50'
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(N) 4" THK CONC STOOP
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(N) BOLLARD
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(N) BOLLARD
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DS
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DS
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DS
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DS
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DS
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DS
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DRAINAGE FROM PARKING AREA TO (N) ARMOR OUTLET W/ 3"-6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP., SEE SHT 1000-3 FOR CONTINUATION. I.E. = 49.66'
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(N) 20,000 GAL SECONDARY CONTAINMENT BASIN, SEE A/11
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2
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BUILDING RESTRICTION LINE SEE
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2
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04
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150'-0" x 30'-0" 4,500 SQ. FT.
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1
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6
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6
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6
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6
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7
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6
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6
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7
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6
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6
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6
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(N) 60'x40'x2' STORM WATER BASIN WITH 1:3 SIDE SLOPES BOTTOM EL = 48.0'
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(BY OTHERS)
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8" STORM LINE WITH 1.0% SLOPE I.E. = 48.5'
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51'
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52'
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53'
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50'
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49'
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50'
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49'
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48'
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(N) STORM WATER BASIN EXTENSIONS
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(E) STORM WATER BASIN
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REV.
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DATE
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APPR. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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ENLARGED SITE PLAN - RAMP
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2507
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MLA
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01/25/17
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D-2507-1000-04-N
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L
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PORT COMMENTS
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02/07/19
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M
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GENERAL UPDATES
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4/23/19
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N
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05/01/19
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J
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ADDED RESTRICTION LINE DETAIL
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01/31/19
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K
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PORT COMMENTS
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02/06/19
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SCALE: 1"=20'-0"
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ENLARGED SITE PLAN - RAMP
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NORTH
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PROJECT NORTH
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(E) CONCRETE
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S
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SANITARY SEWER MANHOLE
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CATCH BASIN
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SIGN
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CURB
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POWER LINE
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GAS LINE
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COMMUNICATION LINE
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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FIRE HYDRANT
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WATER VALVE
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POWER POLE
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WATER METER
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SANITARY SEWER
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FH
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WM
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TR
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TELEPHONE RISER
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EXISTING
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(E)
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CO
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CLEAN OUT
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STORM WATER SEWER
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TELEPHONE LINE
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BURIED POWER LINE
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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D
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STORM WATER SWR. MANHOLE
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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WATER LINE
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%%UKEYED NOTES
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1
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REPAIR AREAS DISTURBED BY CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITION. TYPICAL
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2
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4" OR GREATER PRE-SLOPED TRENCH DRAIN RATED MINIMUM CLASS E WITH SECURED GRATE LOCK-DOWN TO MEET FAA SPECIFICATIONS.
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3
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OIL AND WATER SEPARATOR WITH MANUAL LOCK TO MEET MINIMUM FLOW RATE OF 460 GPM; SUBMITTAL REQUIRED.
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4
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(N) ARMOR OUTLET WITH 3"-6" ROCK EXTENDING 6'-0" FROM OUTLET, TYPICAL
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5
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(N) CULVERT
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FENCE LINE
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04
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1
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6
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PROVIDE TREES AND LANDSCAPING PER CITY OF SCAPPOOSE STANDARDS BY DEFERRED SUBMITTAL.
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7
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SEE SHEET D-2507-1000-05 FOR BASIN DESIGN, GROWING MEDIUM AND PLANT MATERIAL, TYPICAL.
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(N) MAJOR CONTOUR
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(N) MINOR CONTOUR
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100
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(E) MAJOR CONTOUR
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(E) MINOR CONTOUR
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22
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100
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22
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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4" OF P-401 HMA SURFACE
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UNDISTURBED OR COMPACTED
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BASE MATERIAL
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6" OF P-208 AGGREGATE
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BASE COURSE
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COMPACTED ALLUVIAL GRAVEL SUBGRADE CONSISTING OF NUMEROUS COBBLES UP TO 6" IN DIAMETER, A 2" CUSHION OF P-154 AGGREGATE SUBBASE MATERIAL SPREAD OVER SUBBASE.
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SEE DETAIL
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3" OF "CLASS C" ASPHALTIC CONCRETE
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OVER 2" MINIMUM OF 3/4" MINUS CRUSHED ROCK
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UNDISTURBED OR COMPACTED
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BASE MATERIAL
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6" OF 1 1/2" MINUS CRUSHED ROCK
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2%%% SLOPE
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TYPICAL TYPE "A" CURB PER DETAILS ON THIS SHEET
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SEE DETAIL
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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SITE DETAILS
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2507
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MLA
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01/25/17
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D-2507-1000-05-B
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A
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GENERAL UPDATE
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12/13/17
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B
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CHANGED CURB DETAIL
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10/23/18
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GRAVEL LENS 2"-3" OF 3/4"-1/4" WASHED CRUSHED ROCK
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EXISTING SUBGRADE
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DRAIN ROCK
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SLOPE 1% TO BASIN
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18" MIN. 1 1/2" - 1/4" WASHED DRAIN ROCK
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GROWING MEDIUM SHALL BE A SANDY LOAM MIXED WITH COMPOST OR A SAND/SOIL/COMPOST BLEND. IT SHALL BE ROUGHLY ONE-THIRD COMPOST BY VOLUME, FREE DRAINING, AND SUPPORT PLANT GROWTH. THE COMPOST SHALL BE DERIVED FROM PLANT MATERIAL; ANIMAL WASTE IS NOT ALLOWED.
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1
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3
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TYPICAL BASIN SECTION
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NTS
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05
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A
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LEGEND
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CORNUS OBNUPTA SLOUGH SEDGE
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DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS
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CORNUS SERICEA 'KELSEYII' KELSEY DOGWOOD 1/2" MIN. CALIPER AT 6" ABOVE BASE
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SYMBOL
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BOTANIC NAME COMMON NAME
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ALL PLANTING AND CONSTRUCTION SHALL BE PER PORTLAND STORM WATER MANAGEMENT MANUAL. ALTERNATE, PLANTS MAY BE SELECTED FROM FACILITY PLANT LIST (APPENDIX F.4)
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ARCOSTAPYLOS UVA-URSI KINNICKINNICK
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LOOSEN EXISTING SOILS TO WIDTHS AND DEPTHS 2 1/2 TIMES THE SIZE OF THE ROOT BALL. THOROUGHLY MIX FERTILIZER AND ORGANIC MATTER IN HOLE. WHEN HOLE IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY, THEN ALLOW WATER TO SOAK IN ENTIRELY. REPLACE REMAINING BACKFILL AND DISH SURFACE AROUND PLANT TO HOLD WATER. FINAL GRADE SHOULD NOT BE MORE THAN ONE INCH HIGH ABOVE SURROUNDING GRADE. WATER THOROUGHLY AGAIN UNTIL WATER NO LONGER IS ABSORBED. TREES AND SHRUBS SHALL BE IRRIGATED MANUALLY.
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LANDSCAPE NOTES
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CITY OF SCAPPOOSE STANDARDS, OREGON CHAPTER OF APWA, OREGON DEQ AND OREGON STATE HEALTH DEPARTMENT STANDARD PLANS AND SPECIFICATIONS. 2. ALL CONSTRUCTION AREAS SHALL BE STRIPPED OF EXISTING AC AND DELETERIOUS MATERIAL. ALL MATERIALS SHALL BE PLACED IN 8" MAXIMUM LIFTS AND COMPACTED TO 95% OF THE MAXIMUM MATERIAL DENSITY PER AASHTO T-180. 3. SUB-BASE SHALL BE PROOF ROLLED PRIOR TO PLACEMENT OF BASE ROCK FOR PORT REPRESENTATIVE'S APPROVAL. 4. COMPACTION OF BASE ROCK SHALL BE TESTED, PROVIDE TEST REPORTS TO PORT FOR APPROVAL. 5. ASPHALT DENSITY SHALL BE 92% MINIMUM. PROVIDE TEST REPORTS FOR CITY APPROVAL. 6. ANY NECESSARY GEOTECHNICAL TESTING, REPORTING AND INVESTIGATION IS THE RESPONSIBILITY OF THE OWNER. 7. LOCATE ALL UTILITIES AND VERIFY LOCATION OF ALL PROPERTY LINES PRIOR TO PROCEEDING. 8. FOR OVERALL SITE PLAN AND LAYOUT SEE DRAWING NO. D-2507-1000-02. ANY UNCERTAINTIES SHALL BE RESOLVED WITH PROJECT ENGINEER, CITY ENGINEER AND THE PORT OF COLUMBIA COUNTY PRIOR TO PROCEEDING.
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GENERAL NOTES
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RAMP PAVEMENT SECTION
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SCALE: 1/2"=1'-0"
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05
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B
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TYPICAL PARKING LOT SECTION
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SCALE: 1/2"=1'-0"
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05
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C
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SCALE: NTS
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2" DIA. CALIPER
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12"
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UNDISTURBED SOIL
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TOP SOIL MIXTURE
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SCARIFY SIDES OF
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TREE (HEADED AT 6' &
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AND BURLAPED)
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TREE PLANTING DETAIL
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PLANTING PIT
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DEEPROOT UB 24-2 TREE ROOT BARRIER LINEAR ROOT GUARD ADJACENT TO WALKWAYS
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12"
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WELL BRANCHED, BALLED
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%%UNOTE:
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A
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PLAN VIEW
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SLOPE
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B
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A
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24"MIN
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B
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FLOW LINES
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TOP OF CURB
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HDPE PIPE OR BETTER SMOOTH WALL INTERIOR WITH 90° FITTINGAT OUTLET AS SHOWN
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EXPANSION JOINTS
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1. USES WSDOT STD STYLE "C-2" GRATE. 2. ALL PRIVATE STORM WATER IMPROVEMENTS SHALL BE DONE PER THE LATEST EDITION OF THE OPSC. 3. ALL PUBLIC IMPROVEMENTS SHALL BE DONE PER CITY OF SCAPPOOSE STANDARDS.
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24"
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12
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1
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CROSS SECTION B-B
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CROSS SECTION A-A
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TYPICAL STORM WATER BASIN/PLANTER DETAIL
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SCALE: NTS
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05
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D
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05
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D
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05
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E
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05
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E
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TYPE 'A' CURB
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SCALE: NTS
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05
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E
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1.5
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1 ft.
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TYPICAL PLAN VIEW
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NOTES:
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6"
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5'MIN
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SL=2%
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=
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>
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1
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4) INSTALL A BOND BREAKER OR ISOLATION JOINT BETWEEN BACK OF CURB AND SIDEWALK, AND AROUND ANY OBSTRUCTION WITHIN SIDEWALK AREA. 5) SEE STANDARD WHEEL CHAIR/BICYCLE RAMP DETAILS FOR SIDEWALK PATTERNS AT INTERSECTION CURB RETURNS
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1) STANDARD SIDEWALK CROSS SLOPE SHALL BE 1/4"/FOOT. WHEN THE LOT IS BELOW THE TOP OF THE CURB AND SLOPES DOWN FROM THE CURB A MINUS 1/4"/FOOT SLOPE MAY BE REQUIRED. 2) CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE NOMINAL 4" MIN. DRIVEWAY SECTIONS INCLUDING SIDEWALKS THROUGH DRIVEWAYS SHALL BE NOMINAL 6" MIN. 3) EXPANSION JOINTS WITH PREMOLDED FILLER SHALL BE INSTALLED BETWEEN DRIVEWAYS AND SIDEWALK AT THE DIRECTION OF THE ENGINEER. (SEE DRIVE-WAY DETAILS) CONTRACTION JOINTS SHALL BE INSTALLED AT APPROXIMATE INTERVALS OF 15 FEET BY CUTTING AT LEAST 1/3 OF THE DEPTH OF THE CONCRETE. "DUMMY" JOINTS SHALL BE INSTALLED AT APPROXIMATE INTERVALS OF 5 FEET.
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EXPANSION JOINT REQUIRED IF ABUTTING AGAINST EXISTING CONCRETE SIDEWALK OR BUILDING
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STANDARD CURB
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SIDEWALKS 8' AND WIDER SHALL HAVE A LONGITUDINAL CONTRACTION JOINT AT THE MIDPOINT.
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STANDARD DRIVEWAY
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CONTRACTION JOINT (EXPANSION JOINT IF AGAINST EXISTING SIDEWALK)
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CONTINUE PATTERN THROUGH DRIVEWAY APRON
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CONTRACTION JOINTS AT APPROXIMATE 15' INTERVALS
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SCORED 3/8" DEEP JOINTS AT APPROXIMATE 5' INTERVALS (EQUALLY SPACED)
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JOINT IN SIDEWALK TO MATCH JOINT IN CURB
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PLACE BOND BREAKER BETWEEN CURB AND SIDEWALK
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SLOPE AS DIRECTED BY ENGINEER TO MEET EXISTING GRADE.
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4" DEPTH PCC 6" DEPTH @ DRIVEWAYS
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3/4"-0" AGG BASE 4" DEPTH @ <1000psf SUBGRADE 2" DEPTH @ 1000psf SUBGRADE
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1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3300 PSI AFTER 28 DAYS. 2. PCC CONTRACTION JOINTS A. SPACING TO BE 15 FEET OR LESS. B. DEPTH TO BE AT LEAST 1 1/2". C. TO BE CENTERED OVER ANY WEEPHOLES. 3. INSTALL #3 REBAR AT 48" O.C. MAX. EACH WAY AND 6" FROM ALL EDGES.
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4. PCC EXPANSION JOINTS A. TO BE PROVIDED: 1. AT EACH POINT OF TANGENCY OF THE CURB. 2. AT EACH COLD JOINT. 3. AT EACH SIDE OF INLET STRUCTURES. 4. AT EACH END OF DRIVEWAYS. B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NONEXTRUDING, 1/2" THICK. 5. SEE DETAIL FOR CURB.
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SIDEWALK DETAIL
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G
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SCALE: NTS
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05
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CATCH BASIN
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SCALE: NTS
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05
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F
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BASE COURSE
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ROAD
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BACKFILL BEHIND
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CURB
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1. THIS DETAIL TO BE USED ONLY WHEN REPLACING LIKE CURB.
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NOT INTENDED FOR NEW CONSTRUCTION UNLESS SPECIFICALLY APPROVED BY THE CITY ENGINEER.
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2. CONCRETE TO HAVE COMPRESSIVE STRENGTH OF 3300 P.S.I. AFTER 28 DAYS.
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EXPANSION JOINTS.
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A. TO BE PROVIDED:
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1) AT EACH POINT OF TANGENCY OF THE CURB.
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2) AT EACH COLD JOINT.
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3) AT EACH SIDE OF INLET STRUCTURES.
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4) AT EACH END OF DRIVEWAYS.
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B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING,
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WITH A THICKNESS OF 1/2 INCH.
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3. CONTRACTION JOINTS.
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A. SPACING TO BE NOT MORE THAN 15 FEET.
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B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES.
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C. WEEPHOLE TO BE CENTERED WITH CONTRACTION JOINTS.
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4. BASE ROCK 1 1/2"-0 OR 3/4"-0, 95% (AASHTO T-180) COMPACTION. BASE ROCK SHALL BE
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TO SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS
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GREATER. SUBGRADE ROCK TO EXTEND 12" BEHIND CURB.
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5. DRAINAGE WEEPHOLE - 3" DIA. PLASTIC PIPE.
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A. I.D. PLASTIC PIPE WITH COUPLING.
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B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE
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CORE DRILLED.
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1/2" MAX.
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16"
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9"
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12"
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NOTES:
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FACE OF CURB
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WIDTH OF
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STREET
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1" R
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1/2" R
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DRAINAGE WEEPHOLE
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3" I.D. PLASTIC PIPE
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WITH COUPLING
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6"
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6"
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(AS REQUIRED)
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NOTE:FOR TYPICAL STORMWATER FOR TYPICAL STORMWATER PLANTING OVERVIEW SEE DETAIL:
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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EROSION & SEDIMENT CONTROL DETAILS & NOTES
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2507
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MLA
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01/25/2017
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D-2507-1000-06-B
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A
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GENERAL UPDATE
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12/13/17
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B
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CITY COMMENTS
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02/27/19
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GENERAL EROSION CONTROL NOTES
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1. DO NOT DISTURB A LARGER AREA THAN CAN BE STABILIZED BY THE END OF EACH WORK DAY. 2. SOIL EXPOSURE SHALL BE MINIMIZED BY COVERING WITH STRAW, VEGETATION, MATTING OR MULCHING. DUST PRODUCING SURFACES SHALL BE SPRINKLED TO CONTROL DUST. RESEED DISTURBED AREAS WITH NATIVE GRASS SEEDINGS. 3. LIMIT CONSTRUCTION ACCESS TO AS FEW OF ROUTES AS PRACTICALLY POSSIBLE. MINIMIZE TRACKING OF SOILS AND DEBRIS INTO ROADWAY. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY SEDIMENT THAT ACCUMULATES ON ADJACENT PROPERTIES. 5. NECESSARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION AREA IS STABILIZED OR AS DIRECTED BY THE CITY ENGINEER. 6. CONTRACTOR IS RESPONSIBLE FOR MINIMIZING PROPERTY DAMAGE. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR. 7. CONTROL EROSION DURING CONSTRUCTION WITH SILT FENCES, STRAW BALES, SEDIMENT PONDS, SEEDING AND MULCHING. FOLLOW LOCAL AND STATE GUIDELINES AND REGULATIONS. 8. OWNER IS RESPONSIBLE FOR OBTAINING BUILDING PERMIT. ALL OTHER REQUIRED PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
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NOTES:
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DIMENSIONS SINGLE FAMILY SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF " MINUS CLEAN ROCK. 34" MINUS CLEAN ROCK. COMMERCIAL COMMERCIAL 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL PUMPING.
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50' MIN.*
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RADIUS = 25' MIN.
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CLEAN PIT RUN OR 3"- 6" CLEAN ROCK
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SUBGRADE REINFORCEMENT
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GEOTEXTILE, AS REQUIRED
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PROVIDE FULL
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WIDTH OF
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INGRESS/EGRESS
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AREA*
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*20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL
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8" MIN.
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DEPTH
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GRAVEL CONSTRUCTION ENTRANCE
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CURB RAMP
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PAVEMENT
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EXISTING PAVEMENT
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OR APPROVED ACCESS POINT
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USE STITCHED LOOPS
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OVER 2"x 2" POSTS
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PROFILE
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6'MAXIMUM SPACING
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FRONT VIEW
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FILTER FABRIC MATERIAL
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36" WIDE ROLLS
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NTS
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NTS
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NTS
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PLAN VIEW
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ANGLE FILTER FABRIC
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FENCE TO ASSURE SOIL IS TRAPPED
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INTERLOCKED
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2"x 2" POSTS
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AND ATTACH
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from toe slope.
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3' minimum
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P
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L
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MINIMUM 12" OVERLAP
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NOTES:
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1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED.
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2. BARRIER REQUIRED @ TOE OF STOCK PILE.
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3. COVERING MAINTAINED TIGHTLY IN PLACE
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BY USING SANDBAGS OR TIRES ON ROPES WITH A
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PLASTIC SHEETING
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BARRIER REQUIRED @ TOE OF SLOPE.
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OF SEAMS.
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MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS.
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DITCH INLET
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PLAN VIEW
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FLOW
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FLOW
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DITCH BOTTOM
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CATCH BASIN
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MAY BE USED SHORT TERM
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W/ UTILITY WORK AND W/
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PHASING OF DEVELOPMENT
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AREA DRAIN
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FLOW
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NOTES:
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1. ADDITIONAL MEASURES MUST BE
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CONSIDERED DEPENDING ON SOIL TYPES.
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2. BIOFILTER BAGS SHOULD BE STAKED
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WHERE APPLICABLE USING (2) 1"x2"
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WOODEN STAKES OR APPROVED EQUAL PER BAG.
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SEDIMENT FENCE DETAIL
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SCALE: NTS
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06
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D
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PLASTIC SHEETING DETAIL
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SCALE: NTS
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06
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C
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INLET PROTECTION DETAIL
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SCALE: NTS
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06
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B
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CONSTRUCTION ENTRANCE DETAIL
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SCALE: NTS
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06
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A
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NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. 2. 2"x 2" FIR, PINE OR STEEL FENCE 2"x 2" FIR, PINE OR STEEL FENCE POSTS. 3. POSTS TO BE INSTALLED ON UPHILL POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE. 4. COMPACT BOTH SIDES OF FILTER COMPACT BOTH SIDES OF FILTER FABRIC TRENCH. 5. PANELS MUST BE PLACED PANELS MUST BE PLACED ACCORDING TO SPACING TABLE 4-7.
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EROSION & SEDIMENT CONTROL PLAN
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9. CONTRACTOR TO PROVIDE AN EROSION & SEDIMENT CONTROL PLAN TO ENGINEER AND PROJECT MANAGER FOR APPROVAL PRIOR TO COMMENCING WORK ON SITE.
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
S
S
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
S
TR
D
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B
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B4
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B4
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15-33
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C
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C
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25+00
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S.W. T-HANGAR TAXIWAY
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B
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B4
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C
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D
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D
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D
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D
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D
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EXISTING BUILDING
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EXISTING OREGON AERO BUILDING
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SKY WAY DRIVE
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(E) ASPHALT TARMAC
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(E) STORM WATER BASIN
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SKY WAY DRIVE
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(E) FENCE
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BUILDING RESTRICTION LINE
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O.F.A.
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TAXIWAY 'B'
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(E) STORM WATER BASIN
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TAXIWAY-B
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FDC
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BUILDING RESTRICTION LINE
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BOTTOM OF EXISTING DRAINAGE DITCH
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(E) PIV
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(E) EDGE OF AC PAVEMENT
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(E) GATE AND OPERATORS
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(E) FH
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(E) FH
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(E) FH
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(E) FH
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50'
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52'
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52'
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54'
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54'
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44'
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54'
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50'
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52'
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52'
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54'
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56'
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52'
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52'
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50'
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45'
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46'
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47'
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48'
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49'
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51'
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53'
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51'
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51'
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53'
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55'
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53'
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46'
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47'
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48'
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49'
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53'
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(E) GRASS
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EOP 56.29'
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EOP 56.91'
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EOP 53.17'
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EOP 52.91'
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EOP 52.78'
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EOP 56.82'
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EOP 56.68'
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EOP 56.36'
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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EXISTING CONDITIONS PLAN
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2507
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TRJ
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02/27/19
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D-2507-1000-07-D
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A
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SHEET NUMBER CHANGE
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02/28/19
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B
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GRADING PLAN
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02/28/19
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C
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GRADING PLAN UPDATES
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04/02/19
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D
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GENERAL UPDATES
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05/01/19
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SCALE: 1"=30'-0"
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EXISTING CONDITIONS PLAN
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(E) MAJOR CONTOUR
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(E) MINOR CONTOUR
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(E) CONCRETE
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SANITARY SEWER MANHOLE
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CATCH BASIN
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SIGN
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CURB
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POWER LINE
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GAS LINE
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COMMUNICATION LINE
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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FIRE HYDRANT
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WATER VALVE
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POWER POLE
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WATER METER
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SANITARY SEWER
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FH
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WM
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TELEPHONE RISER
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EXISTING
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(E)
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CO
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CLEAN OUT
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STORM WATER SEWER
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TELEPHONE LINE
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BURIED POWER LINE
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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STORM WATER SWR. MANHOLE
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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NORTH
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PROJECT NORTH
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WATER LINE
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GENERAL NOTES
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1. CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED BY THE CITY OF SCAPPOOSE. SEE SHEET D-2507-1000-06 FOR DETAILS. CONTRACTOR TO SUBMIT AN ERROSION CONTROL PLAN FOR APPROVAL BY PROJECT MANAGER. 2. ALL ELEVATIONS ARE IN NAVD88 UNLESS NOTED OTHERWISE.ALL ELEVATIONS ARE IN NAVD88 UNLESS NOTED OTHERWISE.
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NOT IN CONTRACT
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N.I.C.
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SPOT ELEVATION
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BASE FLOOD ELEVATION = 27'-0" MEAN SEA LEVEL = 7.8'
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100
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22
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
S
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
S
TR
D
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B
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B4
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B4
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15-33
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C
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C
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25+00
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S.W. T-HANGAR TAXIWAY
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B
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B4
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C
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D
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D
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D
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D
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D
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EXISTING BUILDING
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EXISTING OREGON AERO BUILDING
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NEW HANGAR
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(N) ASPHALT DRIVEWAY
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SKY WAY DRIVE
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(E) ASPHALT TARMAC
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150'-0" x 180'-0" 27,000 SQ. FT.
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(E) STORM WATER BASIN
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SKY WAY DRIVE
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(E) FENCE
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BUILDING RESTRICTION LINE
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TAXIWAY 'B'
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(N) STRIPING
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TAXIWAY-B
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1.80% SLOPE (2% MAX)
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(N) ARMOR OUTLET WITH 3" TO 6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP.
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(N) ARMOR OUTLET WITH 3" TO 6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP.
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FDC
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BUILDING RESTRICTION LINE
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BOTTOM OF EXISTING DRAINAGE DITCH
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(N) FENCE
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FINISHED FLOOR EL. 53.27'
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NEW OFFICE
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0% CROSSSLOPE
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ROOF
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SLOPE
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50'
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51'
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52'
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53'
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54'
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54'
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55'
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54'
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55'
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49'
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45'
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54'
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53'
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50'
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(E) GATE AND OPERATORS
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50'
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52'
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55'
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53'
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50'
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53'
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51'
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52'
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53'
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55'
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56'
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54'
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51'
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(N) STORM WATER BASIN (EXTENDING EXISTING)
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(N) STORM WATER BASIN
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150'-0" x 30'-0" 4,500 SQ. FT.
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EXISTING DRAINAGE DITCH
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50
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48
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53'
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50'
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51'
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52'
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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PROPOSED GRADING PLAN
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2507
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ASR
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02/21/19
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D-2507-1000-08-B
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A
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GENERAL UPDATES
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04/23/19
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B
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GENERAL UPDATES
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05/01/19
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PROPOSED GRADING PLAN
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(N) MAJOR CONTOUR
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(N) MINOR CONTOUR
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(E) CONCRETE
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SANITARY SEWER MANHOLE
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CATCH BASIN
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SIGN
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CURB
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POWER LINE
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GAS LINE
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COMMUNICATION LINE
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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FIRE HYDRANT
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WATER VALVE
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POWER POLE
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WATER METER
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SANITARY SEWER
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FH
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WM
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TELEPHONE RISER
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100
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EXISTING
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(E)
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CO
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CLEAN OUT
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STORM WATER SEWER
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TELEPHONE LINE
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BURIED POWER LINE
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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STORM WATER SWR. MANHOLE
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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WATER LINE
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GENERAL NOTES
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1. CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED BY THE CITY OF SCAPPOOSE. SEE SHEET D-2507-1000-06 FOR DETAILS. CONTRACTOR TO SUBMIT AN ERROSION CONTROL PLAN FOR APPROVAL BY PROJECT MANAGER. 2. LANDSCAPING (DEFERED SUBMITTAL BY OWNER) TO MEET LANDSCAPING (DEFERED SUBMITTAL BY OWNER) TO MEET CITY OF SCAPPOOSE LAND USE DEVELOPMENT STANDARDS. INCLUDE IRRIGATION SYSTEM WITH TIMER. CONTROLLERS TO BE LOCATED INSIDE HANGAR. COORDINATE WITH PORT PROJECT MANAGER. 3. WATER AND SEWER MAY OCCUPY THE SAME TRENCH. WATER AND SEWER MAY OCCUPY THE SAME TRENCH. COMPLY WITH 720.0 OF 2014 OPSC. 4. STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STANDARDS. 5. ALL ELEVATIONS ARE IN NAVD88 UNLESS NOTED OTHERWISE.
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NOT IN CONTRACT
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N.I.C.
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SPOT ELEVATION
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BASE FLOOD ELEVATION = 27'-0" MEAN SEA LEVEL = 7.8'
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SCALE: 1"=30'-0"
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NORTH
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PROJECT NORTH
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50'
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40'
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30'
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20'
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10'
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0'
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50'
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100'
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22
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(E) MAJOR CONTOUR
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(E) MINOR CONTOUR
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100
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22
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
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B
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B4
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B4
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15-33
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B4
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C
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C
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25+00
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S.W. T-HANGAR TAXIWAY
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B
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B4
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C
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15"
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STM
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EXISTING BUILDING
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EXISTING OREGON AERO BUILDING
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NEW HANGAR
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SKY WAY DRIVE
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(E) ASPHALT TARMAC
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150'-0" x 180'-0" 27,000 SQ. FT.
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SKY WAY DRIVE
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(E) FENCE
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RIDGE LINE
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(VERIFY)
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BUILDING RESTRICTION LINE
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(N) 5'X8' TRASH ENCLOSURE. VERIFY SIZE WITH PORT PROJECT MANAGER.
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O.F.A.
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TAXIWAY 'B'
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(N) STRIPING
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(N) GATE
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FOR STORM WATER BASIN INFORMATION SEE ENLARGED SITE PLANS ON SHEET 1000-03 & 1000-04
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TAXIWAY-B
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1.80% SLOPE (2% MAX)
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(N) 12" HDPE CULVERT (BY OTHERS)
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(N) ARMOR OUTLET WITH 3" TO 6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP.
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(N) ARMOR OUTLET WITH 3" TO 6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP.
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8" WATER SERVICE
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(N) FIRE TRUCK ACCESS GATE
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13
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14
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15
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16
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17
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2
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1
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3
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6
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7
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4
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5
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8
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9
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10
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11
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12
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FDC
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FDC
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7
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3
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2
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3
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6
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4
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18
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MANUAL 12'X12' COILING O.H. DOOR AND NEW PAVING
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BUILDING RESTRICTION LINE
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EXTENSION OF (E) BASIN
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BOTTOM OF EXISTING DRAINAGE DITCH
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(N) FENCE
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(E) PIV
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(N) 20,000 GAL (APPROX 3'D x 24'W x 40'L) SECONDARY CONTAINMENT SYSTEM CONCRETE BASIN. VERIFY LOCATION WITH PORT PROJECT MANAGER.
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9
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8
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FINISHED FLOOR EL. 53.27'
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0% CROSSSLOPE
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5
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(N) ASPHALT RAMP. SEE DETAIL
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ROOF
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SLOPE
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EXISTING TRANSFORMER
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(E) 6" SAN. STUB I.E. 47.07'
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(E) 10" SAN. MAIN
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(E) 12" WATER MAIN INVERT AT CONNECTION POINT 51.89'
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WM
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CO
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(E) EDGE OF AC PAVEMENT
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CONCRETE PAD
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(E) GATE
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(E) GATE OPERATOR
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CONCRETE PAD
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2
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OIL/WATER SEPERATOR
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CB
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CB
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CB
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(N) 6" STORM WATER PIPE W/ 2.6% SLOPE
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6" SAN. LATERAL
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(N) 6" STORM WATER PIPE W/ 0.6% SLOPE
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(N) 8" STORM WATER PIPE W/ 1% SLOPE
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STORM WATER BASIN ELEV.=48.00'
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(E) WATER LINE (VERIFY LOCATION)
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(N) 8" WATER LINE
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ROCK OUTFALL
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ROCK OUTFALL
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1
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(N) ASPHALT DRIVEWAY
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NOTE: CONNECT (N) 6" SANITARY LATERAL TO (E) 6" PVC SANITARY SEWER STUB IN SKYWAY DRIVE.
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NEW OFFICE
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150'-0" x 30'-0" 4,500 SQ. FT.
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CB
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SEE BACKFLOW PREVENTION DIAGRAM, DETAIL 1/10
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9
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9
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(N) 6" STORM PIPE W/ 0.75% SLOPE
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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PROPOSED UTILITY PLAN
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2507
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ASR
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02/21/19
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D-2507-1000-09-C
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A
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UPDATED SANITARY SEWER NOTE & PIPE SIZE
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03/14/19
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B
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GENERAL UPDATES
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04/23/19
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C
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GENERAL UPDATE
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05/01/19
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SCALE: 1"=30'-0"
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PROPOSED UTILITY PLAN
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SUBJECT PROPERTY LINE
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ADJACENT PROPERTY LINE
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LEGEND
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(N) MAJOR CONTOUR
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(N) MINOR CONTOUR
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(E) CONCRETE
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SANITARY SEWER MANHOLE
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CATCH BASIN
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SIGN
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CURB
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POWER LINE
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GAS LINE
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COMMUNICATION LINE
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TRAFFIC FLOW ARROW
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SLOPE ARROW
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FIRE HYDRANT
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WATER VALVE
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POWER POLE
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WATER METER
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SANITARY SEWER
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FH
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WM
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TELEPHONE RISER
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EXISTING
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(E)
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CO
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CLEAN OUT
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STORM WATER SEWER
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TELEPHONE LINE
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BURIED POWER LINE
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PARKING STRIPING
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(E) ASPHALT
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PLANTER SOIL
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STORM WATER SWR. MANHOLE
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AREA OF NEW ASPHALT
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AREA OF NEW CONCRETE
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NEW
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(N)
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NORTH
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PROJECT NORTH
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WATER LINE
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GENERAL NOTES
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1. CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED BY CONTRACTOR TO PROVIDE EROSION CONTROL AS REQUIRED BY THE CITY OF SCAPPOOSE. SEE SHEET D-2507-1000-06 FOR DETAILS. CONTRACTOR TO SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL BY ENGINEER AND PROJECT MANAGER. 2. LANDSCAPING (DEFERED SUBMITTAL BY OWNER) TO MEET CITY LANDSCAPING (DEFERED SUBMITTAL BY OWNER) TO MEET CITY OF SCAPPOOSE LAND USE DEVELOPMENT STANDARDS. INCLUDE IRRIGATION SYSTEM WITH TIMER. CONTROLLERS TO BE LOCATED INSIDE HANGAR. COORDINATE WITH PORT PROJECT MANAGER. 3. WATER AND SEWER MAY OCCUPY THE SAME TRENCH. COMPLY WATER AND SEWER MAY OCCUPY THE SAME TRENCH. COMPLY WITH 720.0 OF 2014 OPSC. 4. STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STORMWATER SYSTEM TO MEET CITY OF SCAPPOOSE STANDARDS.
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NOT IN CONTRACT
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N.I.C.
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KEY NOTES
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3
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5
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(E) FIRE HYDRANT. LOCATION TO BE VERIFIED.
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(N) PROVIDE FDC NO CLOSER THAN 10' FROM (N) FIRE HYDRANT. VERIFY LOCATION WITH FIRE MARSHALL. INCLUDE AN APPROVED LOCKING CAP. PROVIDE IDENTIFICATION SIGN AS REQUIRED.
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4
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(E) FIRE HYDRANT WITH SHUT OFF VALVE AND BOLLARDS BY PORT CONTRACTOR.
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6
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(E) FDC FOR EXISTING ADJACENT BUILDING. PROVIDE IDENTIFICATION SIGN AS REQUIRED.
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7
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PROVIDE (N) FIRE HYDRANT WITH SHUT OFF VALVE ON DEDICATED WATER LINE FOR BOTH HYDRANT & BUILDING FIRE SUPRESSION SYSTEM. INCLUDE EXISTING FIRE HYDRANT IN LOOP.
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8
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PROVIDE DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY AS REQUIRED PER THE SCAPPOOSE DEVELOPMENT CODE WITHIN BUILDING INTERIOR AND IN AN ACCESSIBLE LOCATION ADJACENT TO RISER WITH REMOTE READ.
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9
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PROVIDE OIL SEPARATOR AS REQUIRED BY CODE OR NFPA 409.
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SPOT ELEVATION
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2
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CONTINUOUS 4" PRE SLOPED TRENCH DRAINS RATED FOR AIRCRAFT CLASS E AND F WITH SECURE GRATE LOCKDOWN
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1
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1" WATER SERVICE WITH "T" OFF OF 8" WITH METER LOCATED IN SIDEWALK PER CITY STANDARDS.
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50'
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40'
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30'
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20'
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10'
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0'
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50'
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100'
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100
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22
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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PROVIDE CONTINUOUS CHEMICAL RESISTANT FLUID APPLIED MEMBRANE. INSTALL PER MANUFACTURER SPECIFICATIONS
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CONTINUOUS CHEMICAL RESISTANT WATER STOP
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+5'-10"
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CONTINUOUS 18 GAGE CLEAT
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PRE-FINISHED 24 GAGE COPING
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CONTINUOUS CANT
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8" CONCRETE WALL
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(2) HORIZONTAL #5 REBAR @ 16" O.C.
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KEY
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D
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11
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#5 VERTICAL REBAR AT 15" O.C. W/12" HOOK INTO FOOTING
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MAX FLUID HEIGHT
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#5 REBAR @ 12" O.C. BOTH WAYS TOP AND BOTTOM
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WALL HEIGHT
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FREEBOARD
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CONTINUOUS SLOPING SHIM
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6" MIN.-1'-6" MAX.
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6" MIN.-1'-6" MAX.
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SLOPE GRADE TO VALVE AT EAST WALL
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GRANULAR FILL
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GALVANIZED CHAIN LINK FENCE 42" ABOVE TOP OF WALL MINIMUM.
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GALVANIZED STEEL LADDER WITH WELDED RUNGS
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GALVANIZED GRATE PLATFORM
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BENT PLATE BOLTED TO CMU, WELDED TO LADDER, AT 48" O.C. MAX. (MIN. OF 4)
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PROVIDE DAMP-PROOFING MEMBRANE AS REQUIRED TO PROTECT INTERIOR BASIN FLUID APPLIED MEMBRANE.
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BOTTOM RUNG, 12" MAXIMUM DISTANCE TO GRADE
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NOTE: CONTRACTOR TO PROVIDE ACCESS LADDER COMPLIANT WITH OREGON OSHA REQUIREMENTS.
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8" DIAMETER VALVE CONNECTED TO FIRE ALARM SYSTEM (NORMALLY OPEN)
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C
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11
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11
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B
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TYP.
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11
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E
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0'
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0'
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1'
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2'
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1'
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2'
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STORM LINE FROM PARKING LOT CATCH BASINS, SEE SHEET 1000-03
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(N) ARMOR OUTLET W/ 3"-6" ROCK EXTENDING 6'-0" FROM OUTLET, TYP
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F
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11
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VALVE (BEYOND)
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LIQUID LEVEL
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SLOPE 1%
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TO BASIN
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SUITABLE NATIVE UNDISTURBED BASE MATERIAL
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CONTINUOUS CHEMICAL RESISTANT FLUID-APPLIED MEMBRANE
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CONTINUOUS 18 GAGE CLEAT
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PRE-FINISHED
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24 GAGE COPING
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CONTINUOUS SLOPING SHIM
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LIQUID LEVEL
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2' STORAGE DEPTH
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2"-3" GRAVEL
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18" DRAIN ROCK
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MEDIUM
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8" VALVE NORMALLY OPEN, CONNECT TO FIRE SUPPRESSION SYSTEM TO ACTIVATE SHUTOFF
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(E) FINISH GRADE E.L. = 49.35'
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42" HIGH (MIN.) GALVANIZED CHAIN LINK FENCE WITH LADDER ACCESS.
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(N) VERIFY FINAL FINISH GRADE
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2 SECTIONS OF GALVANIZED CHAIN USED FOR OPENING PROVIDE EYE BOLTS AND LOCKING CHAIN HOOKS
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B
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11
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BOTTOM RUNG AS NEEDED, 12" MAXIMUM TO GRADE
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MINIMUM HEIGHT
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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CONTAINMENT BASIN DETAILS
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2507
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MLA
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12/10/18
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D-2507-1000-11-D
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A
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GENERAL UPDATES
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01/22/19
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B
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ADDED LADDER AND UPDATED DETAILS
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02/11/19
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C
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GENERAL UPDATES
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4/23/19
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D
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GENERAL UPDATES
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05/01/19
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SECONDARY CONTINUOUS BASIN LOOKING EAST
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SCALE: 1/4" = 1'-0"
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11
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C
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FOOTING SECTION FOR SECONDARY CONTINUOUS BASIN
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1 1/2" = 1'-0"
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11
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SECONDARY CONTAINMENT BASIN
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SCALE: 1/8" = 1'-0"
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11
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TOP OF WALL COPING DETAIL
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SCALE: 3" = 1'-0"
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11
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D
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A
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B
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SECONDARY CONTINUOUS BASIN LOOKING NORTH
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SCALE: 1/4" = 1'-0"
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11
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E
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SECONDARY CONTINUOUS BASIN LOOKING EAST-EXTERIOR
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SCALE: 1/4" = 1'-0"
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11
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F
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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7
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6
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P.E.M.B COLUMN TYPICAL
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05
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A
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A
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05
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HANGAR FLOOR: PROVIDE 2 COATS OF CLEAR SEALER TYPICAL
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HANGAR
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100
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CONNECT 4" LATERAL TO SANITARY SEWER TO 10" PVC SEWER MAIN IN SKYWAY DRIVE.
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9' x 9' x 2'
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12' x 12' x 3'
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20' x 20' x 3'
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12' x 12' x 3'
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7' x 7' x 2'
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7' x 7' x 2'
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6' x 6' x 2'
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6' x 6' x 2'
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12' x 12' x 3'
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20' x 20' x 3'
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12' x 12' x 3'
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12' x 12' x 3'
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12' x 12' x 3'
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12' x 12' x 3'
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3
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3
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3
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3
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3
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F.F. EL. = 53.27'
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SEE FOR SAW CUT CRACK CONTROL
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01
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C
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TYPICAL
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5' x 5' x 2'
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5' x 5' x 2'
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5' x 5' x 2'
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5' x 5' x 2'
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5' x 5' x 2'
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5' x 5' x 2'
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5' x 5' x 2'
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2
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2
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2
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2
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2
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2
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2
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A
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07
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7' x 7' x 2'
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7' x 7' x 2'
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7' x 7' x 2'
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7' x 7' x 2'
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12' x 12' x 3'
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12' x 12' x 3'
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6' x 6' x 2'
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6' x 6' x 2'
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6' x 6' x 2'
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6' x 6' x 2'
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6' x 6' x 2'
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J
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AA
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7' x 7' x 2'
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B
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01
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1
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A
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01
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OFFICE
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105
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OFFICE
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104
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P.E.M.B PORTAL FRAME TYPICAL
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3
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3
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D
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01
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DRAIN PIPE CONTINUES TO SECONDARY CONTAINMENT BASIN
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CONTINUOUS 4" PRE SLOPED TRENCH DRAINS RATED FOR AIRCRAFT CLASS E AND F WITH SECURE GRATE LOCKDOWN (TYP) (3 PLACES)
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LxWxT (DEPTH-FEET)
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L (FEET)
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W (FEET)
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6"
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6"
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FINISHED GRADE
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1
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1
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TYPICAL SLAB REINFORCEMENT BENT AROUND THICKENED EDGE AS SHOWN
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(3) #5 CONT. REBAR
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1'-0"
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1'-0"
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TYPICAL THICKEND EDGE SECTION
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SCALE: 3/4" = 1'-0"
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01
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A
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(2) #5 CONT. REBAR
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TYPICAL SLAB REINFORCEMENT
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(2) #5 MATS @ 12" O.C. BOTH WAYS
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1
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1
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FOOTING & ANCHOR BOLTS
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TYPICAL BOLLARD ASSEMBLY DETAIL
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SCALE: 1/2" = 1'-0"
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01
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D
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5'-0" x 8" DIA.
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5'-0" x 8" DIA.
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CONCRETE FILL
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T/CONC.
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2'-0"
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2'-0"
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CONCRETE
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PAINT BOLLARD SAFETY YELLOW (GALV. STEEL RECOMMENDED BUT NOT REQUIRED)
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(2) #4 REBAR HOOPS
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#5 REBAR @ 18" O.C., EACH WAY CENTERED IN 6" SLAB
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(2) #6 CONT. REBAR WITH 12" HOOKS INTO PEDESTALS
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#4 REBAR STIRRUPS @ 18" O.C.
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10"
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10"
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8"
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1
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1
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THICKENED FOOTING SECTION
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SCALE: 3/4"=1'-0"
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D
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01
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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FOUNDATION PLAN & DETAILS
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2507
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MA
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01/25/17
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D-2507-2000-01-E
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A
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GENERAL UPDATE
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12/7/18
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B
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ADD OFFICE AND CHANGE DRAINAGE
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10/22/18
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GENERAL UPDATE
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12/7/18
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D
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GENERAL UPDATES
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04/23/19
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E
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GENERAL UPDATES
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05/01/19
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SCALE: 1/16"=1'-0"
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PRELIMINARY FOUNDATION PLAN
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NORTH
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SLAB SHALL BE SAWCUT WITH SOFT CUT MACHINE TO CONTROL CRACKING AT A MAXIMUM SPACING OF 15'-0" EACH DIRECTION, (ALONG EACH COLUMN LINE AND HALF WAY BETWEEN). A 1 1/2" DEEP SAW CUT SHALL BE INSTALLED AS SOON AFTER POURING AS POSSIBLE, ONCE SCARRING CAN BE AVOIDED (NO LATER THAN 24 HOURS AFTER POUR).
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TYPICAL SLAB REINFORCING (CENTERED BOTH DIRECTIONS) (SEE PLAN)
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SLAB THICKNESS
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SLAB THICKNESS
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SAWCUT CONTROL JOINT
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SAW CUT CRACK CONTROL JOINT DETAIL
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SCALE: NTS
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FOOTING DIMENSION KEY
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%%UFOUNDATION REBAR SCHEDULE
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6" SLAB WITH #5 REBAR @ 12" O.C. BOTH WAYS
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1
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#5 @ 12" O.C. BOTH WAYS - 2 MATS (3" FROM TOP AND BOTTOM)
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2
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#5 @ 12" O.C. BOTH WAYS - 3 MATS (3" FROM TOP AND BOTTOM AND CENTERED)
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3
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SCALE: 1/2"=1'-0"
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TYPICAL FOUNDATION SECTION
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NOTE: FOUNDATION PLAN IS FOR BID PURPOSES ONLY. FOUNDATION PLAN TO BE FINALIZED AFTER METAL BUILDING REACTIONS ARE PROVIDED TO STRUCTURAL ENGINEER FOR A FINAL CONSTRUCTION FOUNDATION PLAN.
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C
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01
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B
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01
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BID PRINT
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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7
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6
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5
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4
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3
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2
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1
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A
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STRUCTURAL STEEL FRAME (ABOVE)
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P.E.M.B. COLUMN TYPICAL
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A
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05
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RISER AREA
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TRENCH DRAIN (3) PLACES
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HANGAR FLOOR: PROVIDE 2 COATS OF CLEAR SEALER
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HANGAR
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100
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1
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05
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8" BOLLARD TYPICAL OF (2) SEE EXTERIOR ELEVATIONS
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F.F.EL. = 53.27'
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WP
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WP
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WP
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WP
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WP
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RECESSED KEYED WALL HYDRANT
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RECESSED KEYED WALL HYDRANT
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RECESSED KEYED WALL HYDRANT
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D
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01
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240V GPU RECEPTACLE
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240V GPU RECEPTACLE
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D
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01
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240V GPU POWER TO RECEPTACLE PANEL. VERIFY ELECTRICAL PANEL LOCATION WITH PORT PROJECT MANAGER.
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240V GPU RECEPTACLE
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O.H. DOOR
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12'x12' MANUALLY OPERATED COILING O.H. DOOR
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1
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07
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OFFICE
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104
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OFFICE
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105
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AA
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11
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10
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1
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7
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14
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9
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2
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3
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5
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4
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B
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B
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B
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B
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B
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B
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C
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B
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B
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12
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EXIT
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EXIT
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EXIT
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EXIT
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EXIT
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13
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EXIT
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13
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13
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14
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14
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23
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22
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D
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D
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D
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3 PANEL SLIDING HANGAR DOORS
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WP
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WP
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WP
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CONTINUOUS 4" PRE SLOPED TRENCH DRAINS RATED FOR AIRCRAFT CLASS E AND F WITH SECURE GRATE LOCKDOWN (TYP) PROVIDE OIL/WATER SEPARATORS TO SUPPORT TRENCH DRAIN SYSTEM. SEE NFPA 409 SECTION 5.11.2
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PITCH FLOORS TO TRENCH DRAINS MINIMUM .5 %. TYPICAL
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1-HOUR SEPARATION WALL
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PROVIDE FIRE EXTINGUISHERS. VERIFY TYPE, SIZE AND DISTRIBUTION WITH WITH FIRE MARSHAL.
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NOTE: CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS AT HANGAR AND OFFICES. VERIFY TYPE, SIZE AND DISTRIBUTION WITH WITH FIRE MARSHAL.
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A
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07
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CONNECT 4" LATERAL TO SANITARY SEWER TO 10" PVC SEWER MAIN IN SKYWAY DRIVE.
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DRAIN PIPE CONTINUES TO SECONDARY CONTAINMENT BASIN
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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PROJ. NO.
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DATE
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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SCHEMATIC FLOOR PLAN & PEMB SPECIFICATIONS
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2507
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MA
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01/25/17
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D-2507-2000-02-L
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K
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GENERAL UPDATE
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04/23/19
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L
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GENERAL UPDATE
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05/01/19
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H
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GENERAL UPDATE
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12/7/18
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I
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GENERAL UPDATES
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01/22/19
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J
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GENERAL UPDATES
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02/11/19
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SCALE: 1/16"=1'-0"
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OFFICE/HANGAR FLOOR PLAN
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NORTH
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1. APPLICABLE GOVERNING CODES APPLICABLE GOVERNING CODES A. 2014 OREGON STRUCTURAL SPECIALTY CODE 2014 OREGON STRUCTURAL SPECIALTY CODE B. 2014 OREGON ENERGY EFFICIENCY CODE 2014 OREGON ENERGY EFFICIENCY CODE C. CURRENT AMERICAN INSTITUTE OF STEEL CURRENT AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL CONSTRUCTION. D. AMERICAN WELDING SOCIETY D1.1 AMERICAN WELDING SOCIETY D1.1 E. ALL LOCAL CODES SHALL BE FOLLOWED AND ALL LOCAL CODES SHALL BE FOLLOWED AND VERIFIED BY BUILDING MANUFACTURER. 2. DESIGN CRITERIA (TO BE VERIFIED BY BUILDING ENGINEER) DESIGN CRITERIA (TO BE VERIFIED BY BUILDING ENGINEER) A. MINIMUM ROOF & GROUND SNOW LOAD = 25 MINIMUM ROOF & GROUND SNOW LOAD = 25 POUNDS PER SQUARE FOOT B. BUILDING IS HEATED BUILDING IS HEATED C. COLLATERAL ROOF DEAD LOAD = 5 POUNDS PER COLLATERAL ROOF DEAD LOAD = 5 POUNDS PER SQUARE FOOT D. BASIC WIND SPEED = 120 MILES PER HOUR BASIC WIND SPEED = 120 MILES PER HOUR (3-SECOND GUST) E. WIND EXPOSURE = C WIND EXPOSURE = C F. CATEGORY CLASSIFICATION FOR IMPORTANCE FACTOR CATEGORY CLASSIFICATION FOR IMPORTANCE FACTOR = Il G. SEISMIC DESIGN CATEGORY D & THE FOLLOW SEISMIC DESIGN CATEGORY D & THE FOLLOW FACTORS S = .955 = .955 S = .430 = .430 3. PRIMARY STRUCTURE PRIMARY STRUCTURE A. ALL STRUCTURAL STEEL PLATE SHALL CONFORM TO ALL STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A529, A572 OR A1011 GRADE 50. B. ALL HOT ROLLED MILL SHAPES SHALL CONFORM TO ALL HOT ROLLED MILL SHAPES SHALL CONFORM TO ASTM A36 OR A572. C. ALL SQUARE AND RECTANGULAR TUBING SHALL ALL SQUARE AND RECTANGULAR TUBING SHALL CONFORM TO ASTM A500 GRADE B. D. ALL ROUND PIPE SHALL CONFORM TO ASTM A53 OR ALL ROUND PIPE SHALL CONFORM TO ASTM A53 OR A500 GRADE B. E. ALL FRAMES SHALL RECEIVE 3.5 MILS OF RUST ALL FRAMES SHALL RECEIVE 3.5 MILS OF RUST INHIBITIVE PRIMER AFTER CLEANING OF OIL, DIRT, LOOSE SCALE AND FOREIGN MATTER. EXPOSED STEEL SHALL BE TOUCHED UP WITH MATCHING PRIMER TO PREVENT CORROSION. F. FRAMES SHALL BE DESIGNED SUCH THAT OWNER IS FRAMES SHALL BE DESIGNED SUCH THAT OWNER IS NOT RESTRICTED FROM WELDING TO THEM. 4. SECONDARY ROOF FRAMING SECONDARY ROOF FRAMING A. ALL COLD FORMED LIGHT GAGE SHAPES SHALL ALL COLD FORMED LIGHT GAGE SHAPES SHALL CONFORM TO ASTM A1011 GRADE 55. B. ALL SECONDARY ROOF FRAMING SHALL BE DESIGNED ALL SECONDARY ROOF FRAMING SHALL BE DESIGNED WITH A MAXIMUM DEFLECTION OF L/240 UNDER THE MOST SEVERE LOADING COMBINATIONS. C. ALL PURLINS SHALL BE 14 GAGE MINIMUM. ALL PURLINS SHALL BE 14 GAGE MINIMUM. D. PROVIDE PRICING OPTION FOR GALVANIZED ROOF PROVIDE PRICING OPTION FOR GALVANIZED ROOF PURLINS. E. ROOF PANELS SHALL BE ATTACHED TO PURLINS WITH ROOF PANELS SHALL BE ATTACHED TO PURLINS WITH SSR CLIPS WITH MOVABLE TABS WHICH INTERLOCK WITH SEAMED SSR PANEL RIBS AND PROVIDE FOR 1 1/2 INCHES OF PANEL MOVEMENT IN EITHER DIRECTION FROM CENTER OF CLIP TO COMPENSATE FOR THERMAL EFFECTS. INSTALLATION SETTING SHALL ALLOW FOR CURRENT TEMPERATURE. 5. WALL FRAMING WALL FRAMING A. ALL COLD FORMED LIGHT GAGE SHAPES SHALL ALL COLD FORMED LIGHT GAGE SHAPES SHALL CONFORM TO ASTM A1011 GRADE 55. B. ALL WALL GIRTS SHALL BE 14 GAGE MINIMUM. ALL WALL GIRTS SHALL BE 14 GAGE MINIMUM. C. ALL GIRT SPANS IN EXCESS OF 25 FEET SHALL ALL GIRT SPANS IN EXCESS OF 25 FEET SHALL HAVE SAG BRACING AT CENTER POINT. D. INSIDE LIP OF ALL WALL GIRTS SHALL BE TURNED INSIDE LIP OF ALL WALL GIRTS SHALL BE TURNED DOWN TO PREVENT ACCUMULATION OF DEBRIS. E. PROVIDE PRICING OPTION FOR GALVANIZED WALL PROVIDE PRICING OPTION FOR GALVANIZED WALL GIRTS. 6. BOLTS BOLTS A. ALL BOLTS SHALL CONFORM TO ASTM A307, A325 ALL BOLTS SHALL CONFORM TO ASTM A307, A325 OR A490, AS REQUIRED PER THE LATEST EDITION OF THE AISC DESIGN MANUAL. B. ALL BOLTS SHALL BE FULLY TENSIONED AND ALL BOLTS SHALL BE FULLY TENSIONED AND INSPECTED IN ACCORDANCE WITH THE LATEST AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AND THE APPLICABLE BUILDING CODE. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROPER BOLT TIGHTNESS.
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PRE-ENGINEERED METAL BUILDING SPECIFICATIONS
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7. SIDING AND ROOFING SIDING AND ROOFING A. ALL SIDING AND ROOFING SHALL CONFORM TO ASTM A653 OR ALL SIDING AND ROOFING SHALL CONFORM TO ASTM A653 OR A792 GRADE 50, 26 GAGE MINIMUM AND BE PRE-PRIMED AND FINISH COATED PER OWNER'S STANDARD COLOR. OWNER SHALL APPROVE ACTUAL COLOR FROM SAMPLE. B. ROOF SYSTEM SHALL BE SSR TESTED AND CERTIFIED TO MEET ROOF SYSTEM SHALL BE SSR TESTED AND CERTIFIED TO MEET UNDERWRITERS LABORATORIES UL 90 WIND UPLIFT RATING. C. SIDING, ROOFING AND NECESSARY FLASHING SHALL BE SIDING, ROOFING AND NECESSARY FLASHING SHALL BE CONFIGURED TO PREVENT WIND AND RAIN FROM ENTERING THE BUILDING, EVEN UNDER EXTREME WEATHER CONDITIONS. D. ROOF SYSTEM SHALL ACCOMMODATE PROPER VENTILATION PER ROOF SYSTEM SHALL ACCOMMODATE PROPER VENTILATION PER ALL APPLICABLE CODES. 8. BRACING BRACING A. ALL BRACE RODS SHALL CONFORM TO ASTM A572 GRADE 65. ALL BRACE RODS SHALL CONFORM TO ASTM A572 GRADE 65. B. ALL STRUCTURAL CABLES SHALL CONFORM TO ASTM A475 ALL STRUCTURAL CABLES SHALL CONFORM TO ASTM A475 GRADE EHS. C. ALL BRACING SYSTEMS SHALL INCLUDE MEANS FOR TIGHTENING. ALL BRACING SYSTEMS SHALL INCLUDE MEANS FOR TIGHTENING. D. NO BRACING SHALL BE SPECIFIED WITHIN THE PRESCRIBED NO BRACING SHALL BE SPECIFIED WITHIN THE PRESCRIBED WALL OPENINGS. E. NO BRACING SHALL EXTEND INTO BUILDING SPACE BEYOND THE NO BRACING SHALL EXTEND INTO BUILDING SPACE BEYOND THE MAIN BUILDING FRAMES. 9. INSULATION INSULATION A. INSULATION SHALL CONFORM TO 2014 OREGON EFFICIENCY INSULATION SHALL CONFORM TO 2014 OREGON EFFICIENCY ENERGY CODE & NAIMA 202-96. ENTIRE ROOF SHALL BE COVERED WITH R38 FIBERGLASS BLANKET INSULATION WITH A VINYL REINFORCED VINYL VAPOR BARRIER ON THE INSIDE, WITH A MINIMUM THICKNESS OF .0032". PROVIDE R30 FIBERGLASS BLANKET INSULATION IN WALLS. B. ANY TEARS OR DAMAGE TO VAPOR BARRIER AND INSULATION ANY TEARS OR DAMAGE TO VAPOR BARRIER AND INSULATION SHALL BE APPROPRIATELY REPAIRED PRIOR TO JOB COMPLETION. 10. GUTTER SYSTEM GUTTER SYSTEM A. GUTTER SYSTEM SHALL BE DESIGNED TO HANDLE A 100 YEAR GUTTER SYSTEM SHALL BE DESIGNED TO HANDLE A 100 YEAR ONE HOUR EVENT UNDERGROUND COLLECTOR SYSTEM. B. GUTTERS SYSTEM SHALL BE CAPABLE OF WITHSTANDING LOADING GUTTERS SYSTEM SHALL BE CAPABLE OF WITHSTANDING LOADING FROM SNOW AND/OR ICE SLIDING OFF OF THE ROOF SYSTEM. C. SECTION BAFFLES SHALL NOT BE LEFT IN PLACE THAT SECTION BAFFLES SHALL NOT BE LEFT IN PLACE THAT RESTRICTS FLOW. D. ZINC COATING IS NOT ALLOWED. ZINC COATING IS NOT ALLOWED. 11. DOORS DOORS A. ALL DOORS SHALL CONFORM TO 2014 OEESC & THE STEEL ALL DOORS SHALL CONFORM TO 2014 OEESC & THE STEEL DOOR INSTITUTE 100, GRADE 1, MODEL 1, 1 3/4" THICK WITH 20 GA. STEEL FACE SHEETS. FRAMES SHALL INCLUDE 4 3/4" MINIMUM JAMB DEPTH WITH A MINIMUM THICKNESS OF 16 GAGE. FINISH SHALL BE TWO COATS OF BAKED ON PAINT ON ALL EXPOSED SURFACES, APPLY AFTER CHEMICAL TREATMENT FOR CORROSION RESISTANCE AND PAINT ADHESION WITH OWNER'S STANDARD COLOR. 12. SPECIAL CONDITIONS SPECIAL CONDITIONS A. SEE DRAWING PAGES: SEE DRAWING PAGES: D-2507-1000-01 D-2507-2000-01 D-2507-1000-01 D-2507-2000-01 D-2507-2000-01 D-2507-1000-02 D-2507-2000-02 D-2507-2000-02 D-2507-1000-03 D-2507-2000-03 D-2507-2000-03 D-2507-1000-04 D-2507-2000-04 D-2507-2000-04 D-2507-1000-05 D-2507-2000-05 D-2507-2000-05 D-2507-1000-06 D-2507-2000-06 D-2507-2000-06 D-2507-1000-07 D-2507-2000-07 D-2507-2000-07 D-2507-1000-08 D-2507-2000-08 D-2507-2000-08 D-2507-1000-09 D-2507-1000-10 D-2507-1000-11 B. BASE BID SHALL BE SUBMITTED IN ACCORDANCE WITH ALL BASE BID SHALL BE SUBMITTED IN ACCORDANCE WITH ALL SPECIFICATIONS AND COMMON INDUSTRY STANDARDS. OPTIONS THAT ARE SUGGESTED AS IMPROVEMENTS TO PERFORMANCE OR PRICE ARE WELCOME. SUCH OPTIONS SHALL BE CLEARLY IDENTIFIED, EXPLAINED AND ACCOMPANIED WITH THE APPROPRIATE PRICE ADDITION OR DEDUCTION FROM THE BASE BID. C. ANY CHANGES TO THESE SPECIFICATIONS WILL BE BY WRITTEN ANY CHANGES TO THESE SPECIFICATIONS WILL BE BY WRITTEN ADDENDUM ONLY. D. NO ADDITIONAL WORK SHALL BE DONE WITHOUT A WRITTEN NO ADDITIONAL WORK SHALL BE DONE WITHOUT A WRITTEN CHANGE ORDER THAT HAS BEEN APPROVED BY THE OWNER AND CONTRACTOR.
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(MECHANICAL, PLUMBING AND ELECTRICAL)
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1.ELECTRICAL POWER: PROVIDE ELECTRICAL SERVICE TO ELECTRICAL POWER: PROVIDE ELECTRICAL SERVICE TO PROVIDE 110V AND 240V 20 AMP POWER. VERIFY PANEL LOCATIONS WITH PORT PROJECT MANAGER. VERIFY EXISTING TRANSFORMER RATING WITH P.U.D.
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2. INTERIOR LIGHTING: PROVIDE LIGHTING IN ALL INTERIOR LIGHTING: PROVIDE LIGHTING IN ALL ROOMS. PROVIDE UNIFORM DISTRIBUTION OF 75 TO 100 FOOT CANDLES IN HANGAR ROOM 100. CONTROL LIGHT FIXTURES WITH ZONED MOTION SENSORS WITH SWITCHES. 3. EXTERIOR LIGHTING: PROVIDE SHIELDED LIGHT EXTERIOR LIGHTING: PROVIDE SHIELDED LIGHT FIXTURES TO PROVIDE LIGHT CUT OFF AS REQUIRED BY FAA AND CITY OF SCAPPOOSE.
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6.PROVIDE (4) 220v. 3 PHASE GPU POWER PROVIDE (4) 220v. 3 PHASE GPU POWER RECEPTACLES. (1) AT EACH CORNER IN THE BUILDING ON NORTH AND SOUTH WALLS. VERIFY LOCATION WITH PORT PROJECT MANAGER. RECEPTACLES TO ACCOMMODATE A 4100 100 AMP 4 PRONG PLUG.
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7.HANGAR HEATING SYSTEM: PROVIDE A UNIFORM HANGAR HEATING SYSTEM: PROVIDE A UNIFORM INDOOR TEMPERATURE TO 60 DEGREES. NO COOLING.
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8. CEILING FANS: PROVIDE (6) 12' DIA HIGH VOLUME - CEILING FANS: PROVIDE (6) 12' DIA HIGH VOLUME - LOW SPEED CEILING FANS IN HANGAR ROOM 100 FOR EVEN AIR MOVEMENT. PROVIDE WALL SWITCH TO CONTROL EACH FAN. VERIFY LOCATION FOR EVEN DISTRIBUTION OF AIR MOVEMENT. FAN BASIS OF DESIGN - BIG ASS FANS: BASIC 6 SERIES, OR APPROVED EQUAL. VERIFY RECOMMENDED SIZE WITH MANUFACTURER. SEE NOTE 15.
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4. PROVIDE 110V 20 AMP DUPLEX POWER RECEPTACLES PROVIDE 110V 20 AMP DUPLEX POWER RECEPTACLES AT HANGAR. (1) EACH BAY ALL INTERIOR WALLS. PROVIDE (10) WP EXTERIOR DUPLEX RECEPTACLES (1) AT EACH EXTERIOR DOOR LOCATION. VERIFY LOCATION WITH PORT PROJECT MANAGER. 5. SEE ENLARGED PLANS (SHEET 2000-05 & SHEET SEE ENLARGED PLANS (SHEET 2000-05 & SHEET 2000-07) FOR OTHER 110v DUPLEX RECEPTACLE LOCATIONS.
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9. PROVIDE (3) KEYED (WITH DOOR CLOSURE) WALL PROVIDE (3) KEYED (WITH DOOR CLOSURE) WALL HYDRANTS AT N.W., S.W. CORNERS AND AT NORTH SIDE OF HANGAR DOOR. VERIFY LOCATION WITH PORT PROJECT MANAGER.
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DOOR NUMBERS (SEE SCHEDULE ON SHEET 2000-03)
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GENERAL NOTES
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1
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NOTES: SEE WINDOW AND DOOR SCHEDULES ON D-2507-2000-03
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10. REQUIRED CLEARANCES BETWEEN AIRCRAFT ELEMENTS AND OVERHEAD FIXTURES AND OTHER ELEMENTS SHALL BE BASED ON PLANE TYPE (GULF STREAM 450) AND NFPA 409.
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11. PROVIDE CONTINUOUS 6" WIDE BOUNDARY STRIPING INSIDE HANGAR 5' OUT FROM ALL INTERIOR OR EXTERIOR WALLS. VERIFY OFFSET WITH PROJECT MANAGER.
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12. PROVIDE FIBER/CABLE CONNECTION POINT, FOR WIFI DISTRIBUTION, AT WORK AREA ON EAST SIDE OF BATHROOMS. SEE ENLARGED PLAN 1/05.
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13. PROVIDE SHUT-OFF VALVE FOR DOMESTIC WATER SERVICE IN HANGAR 100 @ NORTHWEST CORNER IN RISER AREA.
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A
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WINDOW LETTERS (SEE SCHEDULE ON SHEET 2000-03)
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EXIT
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EXIT SIGNAGE AT POINTS OF EGRESS, TYPICAL
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14
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# OF PEOPLE EXITING AT POINT OF EGRESS
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1
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KEYED NOTES
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CONTROL LOCATION FOR HANGAR DOOR AND LIGHTS (3 ZONES)
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2
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CONTROL LOCATION FOR HANGAR FANS AND LIGHTS (3 ZONES)
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3
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FOR ELECTRICAL NOTES REGARDING LIGHTS AND POWER SEE SHEET D-2507-2000-07
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14. COORDINATE 3 TRANSFORMER REPLACEMENT WITHCOLUMBIA RIVER P.U.D. AS REQUIRED.
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15. BOUNDARY AND HAZARD LINES ON FLOOR ARE BY THE TENANT. CONTRACTOR TO COORDINATE WITH TENANT.
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EXITING KEY
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1
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S
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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7
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6
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5
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4
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3
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2
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1
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12
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0'-0" F.F. HEIGHT
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+33'-0" EAVE HEIGHT
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CONTINUOUS GUTTER
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1
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LED LIGHTS TYP.
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A
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A
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SURFACE MOUNTED LED LIGHT FIXTURE, CONTROL: PROVIDE PHOTO SENSORS WITH AN INTERIOR OVERRIDE. PROVIDE CUTOFF SHIELDS PER FAA AND CITY REQUIREMENTS TYPICAL
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1
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1
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PRE-FINISHED STANDING SEAM METAL ROOFING & SIDING SYSTEMS BY BUILDING MANUFACTURE TYPICAL
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33'-0"
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33'-0"
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39'-3"
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39'-3"
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100'-0"
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20'-0"
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K
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C
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B
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0'-0" F.F. HEIGHT
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+33'-0" EAVE HEIGHT
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PRE-FINISHED METAL SIDING (COLOR & STYLE TBD)
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PRE-FINISHED SHEET METAL ROOF & TRIM
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+26'-0" SLIDING DOOR HEIGHT
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SEE TYPICAL BOLLARD DETAIL
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D
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01
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AA
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D
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01
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SEE TYPICAL BOLLARD DETAIL
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B
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12
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1
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DS
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DS
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DS
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DS
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SURFACE MOUNTED LED LIGHT FIXTURE, CONTROL: PROVIDE PHOTO SENSORS WITH AN INTERIOR OVERRIDE. PROVIDE CUTOFF SHIELDS PER FAA AND CITY REQUIREMENTS. TYPICAL
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1
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2
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3
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SURFACE MOUNTED LED LIGHT FIXTURE, CONTROL: PROVIDE PHOTO SENSORS WITH AN INTERIOR OVERRIDE. PROVIDE CUTOFF SHIELDS PER FAA AND CITY REQUIREMENTS. TYPICAL
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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EXTERIOR ELEVATIONS AND SCHEDULES
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2507
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SA
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01/25/17
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D-2507-2000-03-K
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K
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GENERAL UPDATE
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05/01/19
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GENERAL UPDATE
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12/07/18
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H
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GENERAL UPDATES
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01/15/19
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I
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ADDED NOTES
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02/11/19
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GENERAL UPDATE
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04/23/19
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SCALE: 1/8"=1'-0"
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EAST ELEVATION
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1
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03
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SCALE: 1/8"=1'-0"
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SOUTH ELEVATION
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2
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03
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FRAME
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TYPE
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SIZE
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SYM
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WINDOW SCHEDULE
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5/6 x 3/9
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A
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B
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C
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16/0 x 6/0
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3/6 x 3/9
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QUAN
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NOTES
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ALUMINUM THERMALLY-BROKEN SELF FLASHING OR EQUIVALENT.
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1" GLAZED UNIT, CLERESTORY
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EXTERIOR
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ALUMINUM THERMALLY-BROKEN SELF FLASHING OR EQUIVALENT.
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1" GLAZED UNIT, TOP EVEN WITH DOOR.
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EXTERIOR
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ALUMINUM THERMALLY-BROKEN SELF FLASHING OR EQUIVALENT.
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1" GLAZED UNIT, TOP EVEN WITH DOOR.
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EXTERIOR
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DOOR SCHEDULE
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1, 2, 5, 6, 7
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HM
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DOOR TYPE
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FRAME
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DOOR NOTES
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SIZE
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HM - TYPE A FLUSH, 1/2 LITE
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3/0 X 7/0
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DOOR NOTES: 1. PROVIDE DOOR CLOSER. PROVIDE DOOR CLOSER. 2. PROVIDE WEATHER STRIPPING OR SMOKE GASKETS. PROVIDE WEATHER STRIPPING OR SMOKE GASKETS. 3. PROVIDE KEYED LOCKSET. COORDINATE PROVIDE KEYED LOCKSET. COORDINATE CYLINDER CORE WITH PORT MANAGER. 4. PROVIDE PASSAGE LOCK SETS. PROVIDE PASSAGE LOCK SETS. 5. TEMPERED GLASS. TEMPERED GLASS. 6. EXTERIOR DOOR. EXTERIOR DOOR. 7. PROVIDE EXIT DEVICE. COORDINATE PROVIDE EXIT DEVICE. COORDINATE CYLINDER CORE WITH PORT MANAGER. 8. 45 MINUTE DOOR AND FRAME ASSEMBLY WITH FIRE RATED GLASS UNIT ASSEMBLY. 9. 45 MINUTE DOOR & FRAME ASSEMBLY
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1, 2, 4, 9
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HM - TYPE B FLUSH
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1, 2, 4, 9
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3/0 X 7/0
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1, 2, 3, 8
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3/0 X 7/0
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HM
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HM
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1, 2, 3, 8
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3/0 X 7/0
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HM
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1, 2, 6, 7
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12' X 12'
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HM
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MANUAL COILING O.H DOOR
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-
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1, 2, 6, 7
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3/0 X 7/0
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HM
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HM - TYPE B FLUSH
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HM - TYPE A FLUSH, 1/2 LITE
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PRE-FINISHED STEEL
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TYPE B
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8
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8
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1
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TYPE A
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DOOR STYLES
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1, 2, 5, 6, 7
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3/0 X 7/0
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HM
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1, 2, 3, 6,
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HM
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1, 2, 6, 7
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3/0 X 7/0
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HM
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-
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HM - TYPE A FLUSH, 1/2 LITE
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HM - TYPE B FLUSH
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HM - TYPE B FLUSH
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DOOR NUMBER FROM 2000-02
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2
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4
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5
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TYPE C - (MANUAL COILING DOOR)
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TYPE C
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3/0 X 7/0
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1, 2, 6, 7
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3/0 X 7/0
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HM
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13
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D
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3
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4/0 x 4/0
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INTERIOR
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STEEL
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1" GLAZED UNIT, TOP EVEN WITH DOOR. 1- HOUR RATED
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1
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GENERAL KEYED NOTES
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PROVIDE ANTI GLARE FILM
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2
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MOTORIZED PRE-FINISHED INSULATED 80' WIDE X 26' HIGH DOOR OPENING WITH OPERATOR AND REMOTE POWER SWITCH (3 SLIDING DOORS WITH PEMB METAL SIDING). COLORS SELECTED FROM MANUFACTURERS STANDARD PALLETE, BY OWNER.
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3
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RECESSED KEYED WALL HYDRANT WITH DOOR
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0'
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5'
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25'
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5'
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10'
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10'
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0'
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5'
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25'
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10'
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SYM
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KEY NOTE DESCRIPTION
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ADDITIONAL DOOR & WINDOW NOTES: 1. SEE SHEET 2000-04
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T
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ROLLING HANGAR DOOR, SEE GEN. NOTE 2
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80' x 26'
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-
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14
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PRE-FINISHED STEEL
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1, 3, 5
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3/0 X 7/0
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HM
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HM - TYPE A FLUSH, 1/2 LITE
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BID PRINT
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DATE:
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05/03/19
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DATE:
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VOID ALL PREVIOUS
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ADDRESS
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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A
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C
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D
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E
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K
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0'-0" F.F. HEIGHT
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+33'-0" EAVE HEIGHT
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H
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J
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B
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SURFACE MOUNTED LED LIGHT FIXTURE, TYPICAL
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SURFACE MOUNTED LED LIGHT FIXTURE, CONTROL: PROVIDE PHOTO SENSORS WITH AN INTERIOR OVERRIDE, TYPICAL.
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SURFACE MOUNTED LED LIGHT FIXTURE, TYPICAL
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11'-0" X 6'-0" DEEP, NEW PAINTED STEEL WALL MOUNTED CANOPY TO BE INCLUDED IN BUILDING PACKAGE.
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A
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A
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C
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SURFACE MOUNTED LED LIGHT FIXTURE, TYPICAL
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11'-0" X 6'-0" DEEP, NEW PAINTED STEEL WALL MOUNTED CANOPY TO BE INCLUDED IN BUILDING PACKAGE.
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CONTINUOUS GUTTER
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7
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SURFACE MOUNTED LED LIGHT FIXTURE, TYPICAL.
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A
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A
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KNOX BOX @ 6'-0"
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BUILDING INFORMATION SIGN
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PRE-FINISHED 12'x12' MANUAL COILING DOOR
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ADDRESS NUMBER TO BE CONFIRMED. NUMBERS TO BE A MINIMUM OF 18" HIGH WITH A MINIMUM STROKE WIDTH OF 3". CONFIRM SIZE REQUIREMENT WITH FIRE MARSHAL AND PORT OF COLUMBIA COUNTY PROJECT MANAGER. NOTE: ADDRESSING AND NUMBERING TO MEET REQUIREMENTS OF LOCAL FIRE CODE GUIDE FOUND AT THE WEBSITE WWW.CCFIREMARSHAL.COM ORDINANCE 17-2.
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RECESSED KEYED WALL HYDRANT WITH DOOR
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RECESSED KEYED WALL HYDRANT WITH DOOR
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B
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AA
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1
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12
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+12'-0" EAVE HEIGHT
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DS
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DS
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BUILDING INFORMATION SIGN: TOP WING - IIB IIB RIGHT WING - AS / FA / CES AS / FA / CES BOTTOM WING - S & B S & B LEFT WING - HH HH CENTER CIRCLE - AIRCRAFT FUEL AIRCRAFT FUEL FIRE MARSHAL TO REVIEW AND CONFIRM INFORMATION REQUIRED FOR SIGN
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SURFACE MOUNTED LED LIGHT FIXTURE, CONTROL: PROVIDE PHOTO SENSORS WITH AN INTERIOR OVERRIDE, TYPICAL.
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B
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B
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B
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B
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B
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B
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PROVIDE CUTOFF SHIELDS AS REQUIRED BY FAA AND CITY REQUIREMENTS, TYPICAL.
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PROVIDE CUTOFF SHIELDS AS REQUIRED BY FAA AND CITY REQUIREMENTS, TYPICAL.
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PROVIDE CUTOFF SHIELDS AS REQUIRED BY FAA AND CITY REQUIREMENTS, TYPICAL.
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PRE-FINISHED STANDING SEAM METAL ROOFING & SIDING SYSTEMS BY BUILDING MANUFACTURE, TYPICAL.
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PRE-FINISHED STANDING SEAM METAL ROOFING & SIDING SYSTEMS BY BUILDING MANUFACTURE, TYPICAL.
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REV.
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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EXTERIOR ELEVATIONS & NOTES
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2507
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SA
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01/25/17
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D-2507-2000-04-L
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K
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GENERAL UPDATES
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04/23/19
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L
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GENERAL UPDATE
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05/01/19
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H
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GENERAL UPDATES
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01/22/19
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I
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MOVED ROLL-UP DOOR
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02/11/19
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UPDATED FOR BID SET
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04/02/19
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SCALE: 1/8"=1'-0"
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WEST ELEVATION
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1
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04
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NORTH ELEVATION
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2
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04
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0'
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5'
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25'
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5'
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10'
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10'
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GENERAL NOTE: 1. WINDOW, DOOR BRAND AND STYLES ARE TO BE AGREED UPON BY WINDOW, DOOR BRAND AND STYLES ARE TO BE AGREED UPON BY OWNER AND CONTRACTOR. CONTRACTOR SHALL VERIFY ALL WINDOWS PRIOR TO ORDERING. CONTRACTOR TO CONFIRM ROUGH OPENING REQUIRED FOR WINDOW AND DOORS SELECTED. SEE GENERAL NOTES REGARDING TEMPERING REQUIREMENTS. 2. OPAQUE DOOR U-FACTOR = 0.70 OPAQUE DOOR U-FACTOR = 0.70 3. ROLL UP DOOR U-FACTOR = 0.50 ROLL UP DOOR U-FACTOR = 0.50 4. WINDOWS TO BE U-FACTOR = .35 MAX. WINDOWS TO BE U-FACTOR = .35 MAX. 5. WINDOWS TO BE THERMAL PANE. WINDOWS TO BE THERMAL PANE. 6. FIRE RATED WINDOW SHALL BE A TESTED AND LABELED ASSEMBLY. FIRE RATED WINDOW SHALL BE A TESTED AND LABELED ASSEMBLY. 7. DOOR HARDWARE AND KEYING ARE CONTRACTOR. REQUIRED EXIT DOOR HARDWARE AND KEYING ARE CONTRACTOR. REQUIRED EXIT DEVICES ARE NOTED ON DOOR SCHEDULE. 8. ALL HEADERS OVER EXTERIOR DOORS AND WINDOWS TO BE 4" WIDE ALL HEADERS OVER EXTERIOR DOORS AND WINDOWS TO BE 4" WIDE WITH 2" RIGID INSULATION BACKER. (SEE TYPICAL SECTION) (UNO). 9. MATCH WIDTHS ON TRANSOMS AND ALIGNED WINDOWS. MATCH WIDTHS ON TRANSOMS AND ALIGNED WINDOWS. 10. ALL WINDOWS AND DOORS TO COMPLY WITH 2014 OEESC.ALL WINDOWS AND DOORS TO COMPLY WITH 2014 OEESC.
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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(2) LAYERS 5/8" GYP BD - PAINTED
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1000S162-54 STEEL JOISTS 16" O.C.
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DRICON FIRE-TREATED 3/4" 16/32 APA RATED PLYWOOD SHEATHING ON 1-HOUR ASSEMBLY
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NOTE: CEILING IS DESIGNED FOR 125# LIGHT STORAGE LIVE LOAD
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R-21 BATT INSULATION
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(1) LAYER PAINTED 5/8" TYPE "X" GYPSUM WALL BOARD APPLIED HORIZONTALLY OR VERTICALLY (EACH SIDE OF WALL)
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20 GA. 4" METAL STUDS @ 16" O.C.
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1
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A
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MEN'S TOILET
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102
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WOMEN'S TOILET
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103
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C
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05
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4
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7
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8
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5
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15
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15
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14
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14
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11
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11
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10
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10
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12
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13
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13
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9
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9
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9
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11
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15
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18
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15
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11
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3
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6
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17
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3
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6
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17
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10
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16
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16
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16
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12
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23
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19
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RISER AREA
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GFI
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GFI
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GFI
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EXHAUST FAN W/LIGHT
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EMERGENCY EYE WASH STATION
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EXHAUST FAN W/LIGHT
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CHAINLINK FENCE & GATE
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RIGID FRAME
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HTT4
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HTT4
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HTT4
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HTT4
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SEE FOR CEILING DETAIL.
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E
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05
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IRRIGATION CONTROLLER, ENTRANCE SIGN SWITCH LOCATION.
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F.D.
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F.D.
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TYP
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TYP
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500 GALLON FOAM TANK
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HTT4
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HTT4
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HTT4
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HTT4
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1
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ABOVE
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SPAN
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1
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ABOVE
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SPAN
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20
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3
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3
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20
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21
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DOOR
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22
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22
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1-HOUR WALL FULL LENGTH BETWEEN HANGAR AND OFFICES
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SEE SHEET 2000-07 FOR SECTION DETAIL
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D
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05
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2
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06
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TYP.
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6
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5
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4
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3
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2
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7
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1
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C
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05
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EYE WASH STATION
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WALLS: 5/8" GYPSUM WALL BOARD ON 6" STEEL STUDS 16" O.C. PAINT HANGAR SIDE
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PROVIDE PAINTED GYPSUM WALL BOARD CEILING.
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SURFACE MOUNTED LED LIGHTS, TYPICAL. (ELECTRICAL DESIGN IS DESIGN-BUILD UNDER DEFERRED SUBMITTAL PROCESS)
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6" SLAB WITH #5 REBAR @ 12"O.C. BOTH WAYS.
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PROVIDE PAINTED 'DRICON' FIRE-RESISTIVE PLYWOOD PANELING, MIN CLASS 'C' RATING WITH FURRING CHANNELS AS REQUIRED AT ALL HANGAR WALLS. PANELING UP TO 8 FT. AT HANGAR WALLS W/ CONTROL JOINTS AS REQUIRED. 10 FT. AT TOILET ROOMS. TYPICAL
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6" RESILIENT BASE TYPICAL.
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LINER OVER INSULATION TYPICAL ABOVE PANELING
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TYPICAL BUILDING FRAME (SIZE BY MFG.)
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20
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21
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23
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3"
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3"
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#5 REBAR @ 18" O.C. CENTERED IN SLAB
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(2) #5 REBAR WITH 3" MIN. COVER
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SUITABLE NATIVE UNDISTURBED BASE MATERIAL.
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EXISTING GRADE
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#4 REBAR @ 24" O.C., W/12" HOOK
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#3 VERTICAL REBAR @ 12" O.C. MAX. WITH 6" HOOK INTO FOOTING
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1'-0" CONT. FOOTING
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(2) #4 REBAR WITH 3" TYPICAL GROUND COVER
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8" STEEL GIRTS
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SIMPSON HTT4 WITH 5/8" THREADED ROD WITH SIMPSON SET-XP EPOXY AND 6" EMBED
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6" METAL STUD WALL
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#4 REBAR @ 12" O.C. MAX. AND 3" FROM TOP & BOTTOM
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1
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1
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SIMPSON S/H2.5 TIE @ EACH JOIST
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PAINTED GYPSUM WALL BOARD ON 6" METAL STUDS @ 16" O.C.
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C
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05
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B
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05
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2
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4
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3
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8'-0" MIN. (KEEP CEILING AS HIGH AS POSSIBLE)
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AT TOILET ROOM WALLS
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%%UKEYED NOTES
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1
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4
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3
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6
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EMERGENCY SHOWER AND EYE WASH STATION. WATER TO BE 60 DEGREES (FAHRENHEIT) MINIMUM.
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11
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12
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13
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14
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6'-0" HIGH CHAIN LINK FENCE ENCLOSURE WITH 36" WIDE GATE WITH EYE AND HASP-CLOSED KNUCKLE.
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15
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UTILITY SINK IN MODULAR CABINET.
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ADA GRAB BAR. SEE SHEET 2000-06
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ADA TOILET. SEE SHEET 2000-06
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24X36 MIRROR
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SOAP DISPENSER
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PAPER TOWEL DISPENSER
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ADA SINK. SEE SHEET 2000-06
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TOILET PAPER HOLDER
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WALL MOUNTED ELECTRIC WATER HEATER - CONFIRM FINAL LOCATION WITH PROJECT MANAGER
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COAT HOOK
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16
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FULL HEIGHT FRP ON 5/8 GYPSUM WALL BOARD ON INTERIOR SIDE OF TOILET ROOMS. FINISH ON HANGAR SIDE TO BE PAINTED.
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AT RESTROOMS WALLS ON HANGAR SIDE OF WALLS, PROVIDE CONTINUOUS 6" RESILENT BASE.
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RESILIENT FLOORING WITH WELDED SEAMS WITH 6" INTEGRAL BASE.
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SEALED CONCRETE (2 COATS) FLOOR.
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REV.
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REVISION RECORD
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DATE
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NOTED
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SCALE
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APPR. BY
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DWG. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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BUILDING SECTION, ENLARGED PLANS, DETAILS
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2507
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SA
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01/25/17
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D-2507-2000-05-K
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F
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ADDED OFFICE AND CHANGED DRAINS AND PARKING
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10/23/18
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G
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GENERAL UPDATE
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12/07/18
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H
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GENERAL UPDATES
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01/22/19
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J
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ADDED DETAILS AND NOTES.
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04/23/19
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K
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GENERAL UPDATE
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05/01/19
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SCALE: 1/8"=1'-0"
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BUILDING SECTION
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A
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05
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SCALE: 1/2"=1'-0"
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RESTROOMS ENLARGED PLAN
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1
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05
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SCALE: 1-1/2"=1'-0"
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1- HOUR WALL SECTION
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B
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05
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SCALE: 1-1/2"=1'-0"
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1-HOUR FLOOR/CEILING SECTION
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C
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05
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DESCRIPTION
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KEYED FRAMING NOTES
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OPENING HEADER SCHEDULE
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HEADER SIZE
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OPENING SIZE
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UP TO 3'-0"
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DOUBLE 600S200-43
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SHEAR WALL SCHEDULE
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USE 1 1/4" #6 TYPE 'W' SCREWS AT 8" O.C. AT EDGES AND 8" O.C. IN THE FIELD.
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INSTALL 5/8" TYPE 'X' GWB BOTH SIDES OF WALL. RUN GWB PARALLEL.
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SCAFCO 1000S162-54 50KSI JOISTS @24"O.C. WEB STIFFENERS REQUIRED AT END SUPPORTS. MULTIUSE SCAFCO CLIPS AT EACH END.
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SCAFCO 600S162-33 METAL STUDS @16"O.C.
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SCAFCO 600T300-33 TRACK ATTACHED WITH (2) HILTI X-V .157"X1 1/4" @16"O.C.
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THICKENED FOOTING SEE DETAIL ON SHEET 01.
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NOTE: WEB STIFFENERS REQUIRED AT EACH SUPPORT
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NOTE: SEE SHEET 2000-03 FOR DOOR AND WINDOW SCHEDULES.
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SYM.
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18
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WALL MOUNTED URINAL, PROVIDE BLOCKING AS REQUIRED
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DESCRIPTION
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SYM.
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17
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WARP SLAB TO FLOOR DRAIN
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1
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2
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3
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4
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SCALE: 1/2"=1'-0"
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TYPICAL HOLD-DOWN SYSTEM DETAIL
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2
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05
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19
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FIBER/CABLE CONNECTION POINT FOR MODEM/ROUTER, CONTRACTOR TO PROVIDE REPEATERS AS NECESSARY FOR COMPLETE WIFI COVERAGE OF OFFICES AND HANGAR.
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20
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PROVIDE SHUT-OFF VALVE FOR DOMESTIC WATER SERVICE, VERIFY LOCATION
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21
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POWER PANEL LOCATION TO BE VERIFIED WITH PROJECT MANAGER.
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22
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EXHAUST FAN WITH LIGHT ON MOTION SENSOR AND SWITCH
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UL 404
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23
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MODULAR CASEWORK WITH SINK AND 6" RESILIENT BASE AT TOE KICK
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SCALE: 1/2"=1'-0"
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2 HOUR FIRE SEPARATED
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D
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05
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
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BID PRINT
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DATE:
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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CLEAR FLOOR SPACE AT LAVATORIES
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LAVATORY CLEARANCES
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PROTRUDING TOILET PAPER DISPENSER INSTALLATION RANGE
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BACKWALL
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SIDE WALL
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42" min
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24"
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24"
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12"
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12"
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KNEE CLEARANCE
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CLEAR FLOOR SPACE
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%%UGENERAL ADA NOTES
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THE DIMENSIONS SHOWN IN THESE ADA DIAGRAMS ARE "CLEAR" DIMENSIONS. THE GENERAL CONTRACTOR AND PLUMBING SUBCONTRACTOR NEED TO TAKE INTO ACCOUNT ALL WALL FINISHES OR FLOOR FINISHES THAT AFFECT THESE CLEAR DIMENSIONS. ALL CLEAR DIMENSIONS AS SHOWN IN THESE DIAGRAMS NEED TO CONSIDER GYPSUM WALL BOARD, TILE, TOILET PARTITION THICKNESS OR ANY OTHER FINISH MATERIAL. COORDINATE ALL DIMENSIONS WITH GENERAL CONTRACTOR.
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1.
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MIRROR
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40" MAX.
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40" MAX.
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PAPER TOWEL DISPENSER
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40" MAX.
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40" MAX.
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SOAP DISPENSER
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40" MAX.
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40" MAX.
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URINAL
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CLEAR FLOOR SPACE
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STANDARD ROOM
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42"max
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LAV
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ENTRANCE & EXIT NOTES
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1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHED LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. PANIC BARS, PUSH/PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 6. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR PER ICC A117.1, SECTION 404. 7. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL PROVIDE A LENGTH IN THE DIRECTION OF A DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF A DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. 8. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH AND UNINTERRUPTED SURFACE.
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1. DETERMINATION OF BASE FLOOD ELEVATION IS THE RESPONSIBILITY OF OTHERS. 2. ALL UTILITIES SHALL BE LOCATED 1'-0" MINIMUM ABOVE THE BASE FLOOD ELEVATION. 3. ALL WOOD THAT IS LOWER THAN 1'-0" ABOVE THE BASE FLOOD ELEVATION SHALL BE PRESSURE TREATED. 4. ALL STEEL FASTENERS AND HARDWARE THAT IS LOWER THAN 1'-0" ABOVE THE BASE FLOOD ELEVATION SHALL BE GALVANIZED PER APPLICABLE ASTM STANDARD.
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FLOOD NOTES
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1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AFTER 28 DAYS, ALL REINFORCING STEEL SHALL BE A-615 GRADE 60. 2. ALL REINFORCING SHALL BE SPLICED AND/OR BENT TO FULLY DEVELOP THE CAPACITY OF THE BAR (44 BAR DIAMETERS MINIMUM). 3. ALL FOUNDATIONS SHALL BE CARRIED DOWN TO THE ELEVATIONS SHOWN OR TO SUITABLE UNDISTURBED, FULLY CONSOLIDATED SOIL, FREE OF ORGANIC MATERIAL, WHICHEVER IS LOWER. 4. ANY FILL MATERIAL UNDER FOUNDATIONS SHALL BE 3/4" MINUS CRUSHED ROCK, PLACED IN LAYERS NOT EXCEEDING 8" IN DEPTH AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 5. ALL BACKFILL SHALL BE EVENLY PLACED IN LAYERS NOT EXCEEDING 8" IN DEPTH AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. REMOVE ANY STANDING WATER PRIOR TO BACKFILLING. BACKFILL SHALL NOT BE PLACED AGAINST WALL UNTIL SUFFICIENT STRENGTH AND SUPPORT HAS BEEN ACHIEVED. 6. VERIFY THAT ALL APPROPRIATE UTILITIES HAVE BEEN INSTALLED PRIOR TO EACH PHASE OF WORK. 7. ALL CONCRETE MIX POURED IN A NON-CONTROLLED ENVIRONMENT SHALL CONTAIN 3% AIR ENTRAINMENT PER ASTM C260. ALL WALKING SURFACES SHALL RECEIVE A SLIP RESISTANT SURFACE. 8. INSTALL SUITABLE CONSTRUCTION JOINTS IN ALL SLABS AT 15'-0" MAXIMUM, ALL DIRECTIONS. 9. INSTALL (2) #4 CONT. REBAR IN FOUNDATION WALL AND (2) #4 CONT. REBAR IN FOUNDATION BASE MINIMUM, 3" TYPICAL FROM ALL EDGES. INSTALL 5/8" DIAMETER ANCHOR BOLTS AT 4'-0" O.C. WITH (2) MIN. PER PLATE AND 6" FROM PLATE ENDS. BOLTS SHALL HAVE AN EMBEDMENT DEPTH OF 10" AND A 2" HOOK. CONTACT ENGINEER FOR ANY WALLS OVER 4'-0" IN HEIGHT. 10. PERMANENT FILLS AND CUTS SHALL NOT SLOPE MORE THAN 2 UNITS HORIZONTAL TO 1 UNIT VERTICAL. 11. CONTRACTOR IS RESPONSIBLE FOR ALL SITE DRAINAGE ISSUES. ALL FINISHED GRADES SHALL SLOPE AWAY FROM ALL BUILDINGS WITH APPROPRIATE COLLECTION SYSTEM.
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EXCAVATION & FOUNDATION NOTES
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST OSSC (WITH APPROPRIATE AMENDMENTS) NDS, AISC AND ACI SPECIFICATIONS. 2. ALL ROOF FRAMING AND ANCHORAGE IS BY OTHERS, UNLESS NOTED OTHERWISE. 3. ANY NECESSARY SLOPE STABILITY ANALYSIS, VERIFICATION OF AN ALLOWABLE VERTICAL SOIL BEARING CAPACITY OF 1,500 PSF, VERIFICATION OF A MAXIMUM EQUIVALENT FLUID PRESSURE ON WALLS FROM SOIL OF 35 PSF/FT IS THE RESPONSIBILITY OF OTHERS. 4. CONTACT ENGINEER WITH ANY UNCERTAINTIES PRIOR TO PROCEEDING. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SUPPORT OF STRUCTURES AND EMBANKMENTS. 6. WINDOWS WITHIN 18" OF FINISHED FLOOR, ANY GLAZING IN DOORS OR WITHIN 24" OF ANY DOOR AND TUB ARE TO BE TEMPERED. 7. DO NOT SCALE DRAWINGS. 8. ALL SITE DESIGN ISSUES ARE THE RESPONSIBILITY OF OTHERS. 9. ALL DRAINAGE PIPE WILL MEET THE REQUIREMENTS OF THE CURRENT UNIFORM PLUMBING CODE. 10. PROVIDE DOWNSPOUTS AND GUTTERS MEETING THE REQUIREMENTS OF ROOF DRAINAGE PER THE UNIFORM BUILDING CODE.
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GENERAL NOTES
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1. ALL WORK SHALL BE DONE PER LOCALLY ADOPTED ELECTRICAL AND MECHANICAL CODES AND COMMONLY ACCEPTED STANDARDS.
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ELECTRICAL & MECHANICAL NOTES
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FINISH NOTES
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1. ALL FINISH ISSUES SHALL BE AGREED UPON BY CONTRACTOR AND OWNER. 2. ALL EXTERNAL HORIZONTAL TRIM SHALL HAVE GALVANIZED Z-FLASHING TO PREVENT WATER FROM ENTERING WALL. 3. ALL JOINTS SHALL BE PROPERLY SEALED AND ALL SURFACES SHALL BE PRIMED AND PAINTED WITH A MINIMUM OF TWO FINISH COATS, COLOR BY OWNER.
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1. ALL GARAGE AND SHOP FLOORS ARE TO HAVE A SMOOTH HARD TROWELED FINISH. 2. ALL EXTERIOR SLABS SHALL HAVE BROOM FINISH.
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CONCRETE FLOORS & SLABS
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TYPICAL ACCESSIBLE RESTROOM DETAILS
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RESTROOM NOTES
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1. DOORWAYS SHALL HAVE 32" MINIMUM CLEAR UNOBSTRUCTED OPENING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 2. TOILET ROOMS SHALL HAVE AN UNOBSTRUCTED FLOOR SPACE OF 60". DOORS IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12", BUT SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OF ANY FIXTURE. 3. STANDARD ACCESSIBLE TOILET STALLS SHALL BE AT LEAST 60" WIDE. THE DEPTH OF THE STALL SHALL BE AT LEAST 59", WHEN FLOOR MOUNTED WATER CLOSETS ARE INSTALLED; OR 56" WHEN WALL HUNG WATER CLOSETS ARE INSTALLED. ENTRY INTO THE STALL SHALL HAVE A CLEAR WIDTH OF 32" MINIMUM. 4. DOORS OTHER THAN THE DOOR TO THE ACCESSIBLE STALL IN ANY POSITION MAY NOT ENCROACH WITHIN THIS SPACE MORE THAN 12". 5. PROVIDE 30" WIDE x 48" DEEP MINIMUM CLEAR SPACE IN FRONT OF URINALS AND LAVATORIES TO ALLOW FORWARD APPROACH. THIS SPACE MAY EXTEND A MAXIMUM OF 19" INTO KNEE AND TOE SPACE UNDERNEATH FIXTURE. 6. PROVIDE 48" LONG MINIMUM CLEAR SPACE DIRECTLY IN FRONT OF WATER CLOSET AND 28" WIDE MINIMUM CLEAR SPACE FROM WATER CLOSET TO ADJACENT FIXTURE. 7. TOP OF TOILET SEAT SHALL BE 17" TO 19" ABOVE FLOOR. 8. FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREAS AT A MAXIMUM HEIGHT OF 44". THEY SHALL BE AUTOMATIC OR OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST OR APPLICATION OF A FORCE IN EXCESS OF 5 POUNDS. 9. GRAB BARS SHALL BE 1 1/4" TO 1 1/2" IN DIAMETER, INSTALLED 33" TO 36" ABOVE FLOOR WITH 1 1/2" CLEARANCE BETWEEN WALL AND BAR. A 42" MINIMUM BAR SHALL BE INSTALLED ON THE SIDE WALL, 12" FROM THE BACK WALL. A 36" MINIMUM BAR SHALL BE INSTALLED ON THE BACK WALL WITH 12" MINIMUM EACH SIDE OF WATER CLOSET CENTER LINE. BARS SHALL BE NON ROTATING WITH A MINIMUM EDGE RADIUS OF 1/8" AND PROJECT NO MORE THAN 3" INTO REQUIRED CLEAR SPACE. 10. LAVATORIES SHALL BE A MAXIMUM OF 34" ABOVE FLOOR AND EXTEND A MINIMUM DISTANCE OF 17" FROM WALL. PROVIDE A MINIMUM CLEARANCE OF 29" FROM FLOOR TO BOTTOM OF APRON. A 27" HIGH KNEE CLEARANCE SHALL EXTEND A MINIMUM OF 8" UNDER LAVATORY. MAINTAIN A 9" MINIMUM TOE CLEARANCE FULL DEPTH OF LAVATORY. WATER AND DRAIN PIPES SHALL BE INSULATED. MIRROR SHALL BE MOUNTED AT AN ELEVATION OF 40" ABOVE FLOOR. 11. ACCESSORIES SUCH AS: TOWEL, SANITARY NAPKIN AND TRASH RECEPTACLES SHALL BE MOUNTED WITH OPERABLE PARTS AT A MAXIMUM HEIGHT OF 40" ABOVE FLOOR. LOCATE TOILET TISSUE DISPENSERS WITHIN 12" FROM FRONT EDGE OF TOILET SEAT. 12. UNISEX SIGNS SHALL BE AN EQUILATERAL TRIANGLE 1/4" THICK SUPERIMPOSED ON A 1/4" THICK 12" DIAMETER CIRCLE. SYMBOLS SHALL BE MOUNTED WITH CENTER AT 60" ABOVE FLOOR AND CONTRASTING COLOR WITH DOOR. PERMANENT I.D. SIGN SHALL BE OF SANS SERIF LETTERS RECESSED OR RAISED A MINIMUM OF 1/32" WITH GRADE 2 BRAILLE UNDERNEATH. MOUNT SIGNS WITH CENTER AT A MAXIMUM HEIGHT OF 60" ABOVE FLOOR ON WALL ADJACENT TO LATCH SIDE OF DOOR.
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APPLICABILITY
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THE PURPOSE OF THIS SHEET IS TO PROVIDE GENERAL INFORMATION AND REQUIREMENTS FOR ITEMS THAT ARE NOT SPECIFICALLY ADDRESSED WITHIN THE DESIGN PLANS. NOT ALL OF THE GENERAL NOTES OR SPECIFICATIONS PROVIDED ON THIS SHEET ARE APPLICABLE TO THIS PROJECT. SPECIFIC INFORMATION INCLUDED IN THE DESIGN PLANS TAKES PRECEDENT OVER THE GENERAL NOTES PROVIDED ON THIS SHEET. FOR ASPECTS OF THE PROJECT THAT ARE NOT SPECIFICALLY ADDRESSED IN THE DESIGN PLANS OR ON THIS SHEET, THE CONTRACTOR SHOULD FOLLOW COMMON INDUSTRY STANDARDS AND LEVEL OF CARE FOR THIS TYPE OF CONSTRUCTION. FOR SUCH ITEMS, THE CONTRACTOR SHALL PROVIDE A SUBMITTAL THAT DESCRIBES THE PROPOSED WORK IN DETAIL. APPROVAL OF THIS SUBMITTAL BY THE OWNER OR THEIR REPRESENTATIVE IS REQUIRED PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY. CONTACT THE OWNER OR THEIR REPRESENTATIVE WITH ANY QUESTIONS OR UNCERTAINTIES PRIOR TO PROCEEDING WITH BIDDING OR EXECUTING ANY CONSTRUCTION ACTIVITY.
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REV.
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REVISION RECORD
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DATE
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APPR. BY
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PROJ. NO.
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DATE
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DWG. NO.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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GENERAL NOTES & ADA DETAILS
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2507
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TLS
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11/30/17
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D-2507-2000-06-B
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A
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GENERAL UPDATES
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01/22/19
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B
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FORMATTING UPDATE
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05/01/19
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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7
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6
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1
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A
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A
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FE
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FE
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FE
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DUPLEX RECEPTICLES (TYP)
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2
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2
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TYP
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TYP
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TYP
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TYP
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OFFICE
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104
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OFFICE
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105
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B
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B
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B
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B
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B
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B
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AA
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C
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AA
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B
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B
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05
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10
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11
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5
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9
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SIMILAR
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D
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D
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D
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13
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1
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TYP
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1-HOUR SEPARATION WALL
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A
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07
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2
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A
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A
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1' x 4' PENDANT HUNG LED LIGHT FIXTURES, FASTEN TO STRUCTURE ABOVE (TYP)
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AA
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AA
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OFFICE
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104
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4
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TYP
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TYP
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OFFICE
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105
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1-HOUR SEPARATION WALL
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A
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07
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1
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12
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HANGER
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P.E.M.B. FRAME SIZE BY MFG
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A
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AA
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4
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P.E.M.B. FRAME SIZE BY MFG
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1-HOUR SEPARATION (NFPA 409 SECTION 5.2)
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REV.
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PROJ. NO.
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DATE
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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OFFICE FLOOR PLAN & REFLECTED CEILING PLAN
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2507
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AR
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11/29/18
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D-2507-2000-07-C
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A
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GENERAL UPDATES
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01/22/19
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B
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ADDED NOTE
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02/11/19
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C
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GENERAL UPDATES
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05/01/19
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SCALE: 1/8"=1'-0"
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OFFICE REFLECTED CEILING PLAN
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NORTH
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2
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07
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SCALE: 1/8"=1'-0"
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OFFICE ENLARGED FLOOR PLAN
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NORTH
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%%UKEYED NOTES
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COMMERCIAL GRADE CARPET AND 4" COVE RUBBER BASE
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PAINTED 5/8 GYPSUM WALL BOARD - FULL HEIGHT ON HAT CHANNEL @ 24" O.C.
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DESCRIPTION
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SYM.
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4
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SUSPENDED 2 X 4 ACOUSTICAL CEILING SYSTEM PROVIDE SEISMIC BRACING AS REQUIRED BY NWBC 401, SEISMIC DESIGN CATEGORY "D", AND OSSC CHAPTER 16, SECTION 1613.6
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SCALE: 1/8"=1'-0"
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BUILDING SECTION @ OFFICE
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A
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07
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110 V, 15 AMP DUPLEX RECEPTICLES
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NOTE: SEE DOOR AND WINDOW SCHEDULE ON SHEET 2000-03.
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19
EngineeringColumbia
Lower(503) 366-0399St. Helens, Oregon
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RIDGE LINE (ABOVE)
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STRUCTURAL STEEL FRAME
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RISER AREA
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HANGAR
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100
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HIGH VOLUME - LOW SPEED CEILING FANS. PENDENT HUNG FROM ROOF PURLINS. SEE NOTE 8 D-2507-2000-02.
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OFFICE
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104
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OFFICE
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105
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AA
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EXIT
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EXIT
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EXIT
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EXIT
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EXIT
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EXIT
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EXIT
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(2) - 1' x 4' PENDANT HUNG LED LIGHT FIXTURES (END TO END), FASTEN TO STRUCTURE ABOVE (TYP)
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SUSPENDED EQUIPMENT SHALL BE NOT LESS THAN 10'-0" ABOVE THE HIGHEST POINT OF A PLANE, AND NOT LESS THAN 8'-0" IN TOILET ROOMS
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REV.
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PORT OF COLUMBIA COUNTY
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NEW HANGAR
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HANGAR REFLECTED CEILING PLAN
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2507
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AR
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01/31/19
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D-2507-2000-08-A
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A
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ADDED STAMPS
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05/01/19
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SCALE: 1/16"=1'-0"
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HANGAR REFLECTED CEILING PLAN
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NORTH
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FOR OFFICE REFLECTED CEILING PLAN SEE D-2507-2000-07
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BID PRINT
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DATE:
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05/03/19
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DATE:
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REVISED PRINT
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VOID ALL PREVIOUS
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05/03/19