Bonita Pump Station - Part 1FD7000_PW
PW FLDR: 175069....\50.3010 - General Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
GENERAL
COVER SHEET, LOCATION MAP
AND VICINITY MAP
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LOTWP.jpg
vicinity map-2.jpg1000MCC10764
PW FILE: 175069-G1.dwg
MCC10764, 1/21/2014 9:20:07 AM
VIZ28550, 9/12/2013 3:19:
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
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ATTENTION:OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAINCOPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONSABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWOBUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
FD7000_PW
PW FLDR: 175069....\50.3010 - General Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
GENERAL
LIST OF DRAWINGS
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BORDER.dwg
BPS_SheetList.xlsx
1001EGG16199
PW FILE: 175069-G2.dwg
EGG16199, 4/10/2014 8:34:07 AM
EGG16199, 4/10/2014 8:33:14 AM
D7061
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
General Drawings1G1Cover Sheet, Location Map and Vicinity Map2G2List of Drawings3G3General Notes4G4Standard Legends5G5Abbreviations6G6Existing Conditions Plan7G7Tree Stump Removal and Demolition Plan8G8Tree Protection PlanSurvey Drawings9SV1Westlake Survey ControlErosion and Sediment Control Plans10EC-00Cover Sheet11EC-10Clearing and Demolition12EC-20Grading, Street, and Utility Construction13EC-30Erosion and Sediment Control DetailsCivil Drawings14C1Site Plan15C2Grading and Drainage Plan16C3Site Piping Plan17C4Pipeline Profiles18CD1Piping Details19CD2Gate and Wrought Iron Fence Details20CD3Standard Details (City of Tigard)21CD4Corrosion Protection Details22CD5Drainage Details (Storm Filter)23CD6Miscellaneous Site Details24CD7Drainage Details (Clean Water Services)24ACD8Milton Ct / Bonita Rd ADA Ramp DetailsLandscape Drawings25L1Irrigation Plan26L2Irrigation Legend and Notes27L3Planting Plan28L4Planting Legend and Notes29L5Irrigation Details I30L6Irrigation Details II31L7Typical Planting DetailsArchitectural Drawings32A1Code Summary33A2Details - Assemblies34A3Floor Plan35A4Roof Plan36A5Elevations37A6Elevations38A7Building Sections39A8Wall Sections40AD1Details - Miscellaneous I41AD2Details - Miscellaneous II42AD3Details - Miscellaneous III43AD4Door Schedule & Door, Window & Louver Types44AD5Entry Gate Structural Drawings45S1Gener
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THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
FD7000_PW
PW FLDR: 175069....\50.3010 - General Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONIT PUMP STATION
GENERAL
GENERAL NOTES
G
3
3
1
4
1
1
7
5
0
6
9
BORDER.dwg
BORDER.dwg
1000MCC10764
PW FILE: 175069-G3.dwg
VIZ28550, 9/5/2013 8:11:07 AM
CLI67879, 11/22/2013 1:44
D7061
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REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
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PLOTTED:
USER:
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
1. HORIZONTAL CONTROL: SEE DWG SV1 WESTLAKE SURVEY. COORDINATES ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETE SUBSTRUCTURE FOUNDATION WALL OR FOOTING WALL UNLESS OTHERWISE INDICATED.2. VERTICAL CONTROL: SEE DWG SV1 WESTLAKE SURVEY. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROM EXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES.3. THE PROJECTED 100 YEAR FLOOD ELEVATION IS 138.2 NGVD 29.4. EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT INDICATED IN ARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS.5. "SCREENED" (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. "SCREENED" INFORMATION WAS TAKEN FROM EXISTING CONSTRUCTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE ORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. "BOLD" DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT.6. CONTRACTOR'S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE DESIGNATED ON THE DRAWINGS. ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.7. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.8. BEFORE CONSTRUCTION IS STARTED, CONTRACTOR SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS AND METHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEW WORK.9. CONTRACTOR SHALL COMPLY WITH THE GOVERNING AGENCY NPDES CONSTRUCTION REQUIREMENTS, AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION AND RESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS, TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS ARE INDICATED ON THE DRAWINGS TO BRING CONTRACTOR'S ATTENTION TO SENSITIVE AREAS.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF OREGON.11. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL DATA REPORT FOR TEST HOLE LOCATIONS AND THE FINDINGS OF THE GEOTECHNICAL INVESTIGATIONS.12. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS UNLESS OTHERWISE NOTED.13. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS.14. FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE. PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS.15. FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED. FINISHED GRADE ELEVATION ADJACENT TO BASINS SHALL BE APPROXIMATE AS INDICATED BY CONTOURS, OR AS REQUIRED TO MEET STAIR LANDINGS.16. THE CONTRACTOR'S OPERATIONS SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS PERTAINING TO EXCAVATION AND TRENCHING.17. RESTRAINED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED ON THE DRAWINGS AND/OR AS SCHEDULED IN THE SPECIFICATIONS.18. THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS OR BRACES ARE NOT SHOWN. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED.19. THE TERM "PROPOSED" AS INDICATED
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BASED ON AVAILABLE INFORMATION.20. CONTRACTOR SHALL REPLACE EXISTING
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THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
FD7000_PW
PW FLDR: 175069....\50.3010 - General Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
GENERAL
STANDARD LEGENDS
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PW FLDR: 175069....\50.3010 - General Drawings
LAKE OSWEGO - TIGARD
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45817-FWATR-ADD3.dwg
175069-2D-CivilSite.DWG
175069-2D-CivilSite-Alt1.DWG1001MCC10764
PW FILE: 175069-G6.dwg
MCC10764, 1/21/2014 9:32:31 AM
MCK02672, 12/3/2013 2:53:
D7061
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45817-FWATR-ADD3.dwg
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175069-BorderSub.DWG
175069-2D-CivilSite-Alt1.DWG1001MCC10764
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MCC10764, 1/23/2014 1:14:10 PM
D7061
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175069-2D-CivilSitedwg
175069-BorderSub.dwg
45817-FWATR-ADD3.dwg
175069-2D-MechPiping.dwgSOL66507
PW FILE: 175069-G7.dwg
SOL66507, 6/18/2013 2:49:52 PM
SOL66507, 6/18/2013 2:49:06 PM
1"
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
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MCK02672, 12/3/2013 2:06:
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THIS DRAWING WAS
ORIGINALLY SEALED BY
MICHAEL A. PEEBLES,
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 16682
FD7000_PW
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
EROSION AND SEDIMENT CONTROL PLANS
COVER SHEET
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LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
EROSION AND SEDIMENT CONTROL PLANS
CLEARING AND DEMOLITION
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175069-2D-SITEGRADING.dwg
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05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
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PRE-CONSTRUCTION, CLEARING,AND DEMOLITION EROSION ANDSEDMIMENT CONTROL NOTES:INSTALL BIO-FILTER BAG INLETPROTECTION (TYPE 4) PER DETAIL915, SHEET EC-30.INSTALL FILTER FABRIC INLETSACKS (TYPE 5) PER DETAIL 920,SHEET EC-30.INSTALL SEDIMENT FENCE PER DETAIL875, SHEET EC-30.INSTALL CONSTRUCTION ENTRANCEPER DETAIL 855, SHEET EC-30.TEMPORARY IMPACT AREAS FORREMOVAL OF RUBBLE. SEE SHEETEC-20 FOR TEMPORARY SEEDING.12345
THIS DRAWING WAS
ORIGINALLY SEALED BY
MICHAEL A. PEEBLES,
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 16682
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FD7000_PW
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
EROSION AND SEDIMENT CONTROL PLANS
GRADING, STREET, AND UTILITY CONSTRUCTION
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05/15 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
D7061
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GRADING, STREET, AND UTILITY EROSIONAND SEDMIMENT CONTROL NOTES:1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OFTHE FOLLOWING MIXTURE, UNLESS OTHERWISE AUTHORIZED:A. SUNMARK SEEDS INTL. "NATIVE E/C" MIX, OR APPROVED EQUAL (MIN.1LB./1000 S.F.)1. HORDEUM BRACHYANTHERUM - MEADOW BARLEY(40% BY SEED COUNT)2. BROMUS CARINATUS - CALIFORNIA BROME(35% BY SEED COUNT)3. FESTUCA RUBRA - NATIVE RED FESCUE (20% BY SEED COUNT)4. DESCHAMPSIA CAESPITOSA - TUFTED HAIR GRASS(3% BY SEED COUNT)5. AGROSTIS EXERATA - SPIKED BENTGRASS(2% BY SEED COUNT)8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OFCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES,STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALLPAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGHTHE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTIONMEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED.10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTEDIN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT ANDSEDIMENT-LADEN WATER.11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKSIN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORMWATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTEDGREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH ASBERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALLBE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN ITREACHES 50% OF THE CAPACITY.2. ALL SLOPES 3(H):1(V) OR STEEPER TO RECEIVE TEMPORARY OR PERMANENTSEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK-WALKINGOR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVESSEED BEDDING AND REDUCES RUN-OFF VELOCITY.3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THEESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITHAPPROVED MIX AND APPLICATION RATE.4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERINGEXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OROTHER APPROVED MEASURES.5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLELOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILESSHALL BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENTFENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE.6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OFTEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS,MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROLMEASURES.7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROLMEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTICSHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES.12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BETRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UPAND DISPOSED IN THE TRASH.13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFFINTO THE STORM WATER SYSTEM.14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TOPREVENT RUN-OFF FROM REACHING DISCHARGE POINTS.15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHENAPPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESEMATERIALS TO THE STORM WATER SYSTEM.1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT FENCE,GRAVEL CONSTRUCTION ENTRANCES) MUST BE IN PLACE, FUNCTIONAL, ANDAPPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITIES.2. ALL STAGING, EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, ANDSOLID WASTE AREAS SHALL BE DESIGNATED BY CONTRACTOR AND MUST BE INPLACE, FUNCTIONAL, AND APPROVED PRIOR TO CONSTRUCTION.3. ALL INTERIOR SEDIMENT FENCE SHALL BE INSTALLED IMMEDIATELYFOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS.4. LONG TERM SLOPE STABILIZATION MEASURES SHALL BE IN PLACE OVER ALLEXPOSED SOILS BY OCTOBER 1.5. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPEDPRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING.6. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVINGACTIVITIES.EROSION AND SEDMIMENT CONTROL BMPIMPLEMENTATION
THIS DRAWING WAS
ORIGINALLY SEALED BY
MICHAEL A. PEEBLES'
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 16682
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FD7000_PW
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
EROSION AND SEDIMENT CONTROL PLANS
EROSION AND SEDIMENT CONTROL DETAILS
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PW FILE: 175069-C5.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
MTI
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PW:
PLOTTED:
USER:
THIS DRAWING WAS
ORIGINALLY SEALED BY
MICHAEL A. PEEBLES,
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 16682
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LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
CIVIL
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BDS
PW FILE: 175069-C5.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
D7061
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NGVD29NOTE: IE = INVERT ELEVATION TC = TOP OF CURB BC = BOTTOM OF CURB FG = FINISH GRADE
THIS DRAWING WAS
ORIGINALLY SEALED BY
MICHAEL A. PEEBLES,
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
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175069-BorderSub.dwg
45817-FWATR-ADD3.dwg
175069-2D-MechPiping.dwgBDS
PW FILE: 175069-C1.dwg
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XREF3:
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REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
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FD7000_PW
PW FILE: I7.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
F. MICHAEL FAHA,
A REGISTERED,
LANDSCAPE ARCHITECT
IN THE STATE OF
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IRRIGATION LEGENDIRRIGATION HEADSSYMBOLDESCRIPTIONMANUFACTURERMODEL NO.PSIRAD. GPMMP ROTATORHUNTER03 408'-15'.19MP ROTATORHUNTER03 408'-15'.37 MP ROTATORHUNTER03 4013'-21'.40MP ROTATORHUNTER03 4013'-21'.48MP ROTATORHUNTER03 4013'-21'.74MP ROTATORHUNTER034013'-21'1.10MP ROTATORHUNTER034013'-21'1.47MP ROTATORHUNTERMPLCS515405'X15.22MP ROTATORHUNTERMPRCS515405'X15.22MP ROTATORHUNTERMPSS530405'X30' .44*SPRAY BODIES SHALL BE HUNTER PROS-12-PRS40-CV-R1L1"14 IRRIGATION EQUIPMENT(SEE L5 AND L6 FOR IRRIGATION DETAILS)SYMBOLDESCRIPTIONPOINT OF CONNECTIONREMOTE CONTROL VALVE - HUNTER ICVGATE VALVE - SEE DETAIL 6/L5.IRRIGATION CONTROLLER - HUNTER I-CORE SERIES - SEE SPECIFICATIONS.SOLAR SYNC SENSOR - SEE SPECIFICATIONS.IRRIGATION LATERAL LINENOTE: HEADS LOCATED ON BELOW GRADE PIPING SHALL BE POP-UP TYPEPER LEGEND AND DETAIL 9/L5.IRRIGATION LATERAL LINE - TEMPORARY ABOVE GROUND UV RESISTANTNOTE: HEADS LOCATED ON TEMPORARY ABOVE GROUND SHALL BE STAKED ON RISERS. SEE DETAIL 3/L6.IRRIGATION MAIN LINE - 2" PIPE - ALL MAINLINE SHALL BE BELOW GRADE.IRRIGATION SLEEVE - SIZE AS INDICATED ON PLAN - SEE SPECIFICATIONS.CONTROL VALVE TARGETSTATION NUMBERAREA DESIGNATION: L=LAWN S=SHRUB D=DRIPFLOW IN GPMVALVE SIZE IRRIGATION P
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PW FILE: 175069-C1.dwg
EGG16199, 9/6/2013 8:17:30 AM
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PW FILE: I7.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
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A REGISTERED,
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FD7000_PW
PW FILE: I7.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
F. MICHAEL FAHA,
A REGISTERED,
LANDSCAPE ARCHITECT
IN THE STATE OF
OREGON, NO 242
NOTES:1. CONTRACTOR SHALL NOT TRENCH WITHIN THE DRIPLINE OF ANYEXISTING TREES WHEN INSTALLING IRRIGATION PIPING.SEE L1 FORIRRIGATION PLAN.2. AREA ABOVE UTILITIES AND UTILITY EASEMENTS LIMITED TOSHALLOW-ROOTED SHRUBS.3. WETLAND ACCESS IS PROHIBITED.7.5'TYP.
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175069-BorderSub.dwg
45817-FWATR-ADD3.dwg
175069-2D-MechPiping.dwgBDS
PW FILE: 175069-C1.dwg
D7061
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REVISIONS AND RECORD OF ISSUE
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DATE
PW FILE:
SAVED:
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PLOTTED:
USER:
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FD7000_PW
PW FILE: I7.dwg
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
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LAKE OSWEGO - TIGARD
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175069-BorderSub.dwg
45817-FWATR-ADD3.dwg
175069-2D-MechPiping.dwgBDS
PW FILE: 175069-C1.dwg
D7061
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05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
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A REGISTERED
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PUMPSTATION_Central_rroepke.rvt
5/23/2016 9:31:52 AM
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USER:DWG VER:1000
NO.BY CK APP
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LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
ARCHITECTURAL
S
H
E
E
T
O
F
BLACK & VEATCH
Building a world of difference
Black & Veatch Corporation
Portland, Oregon
R
THIS DRAWING WAS
ORIGINALLY SEALED
BY
JEFFREY J. MCGRAW
A REGISTERED
RCHITECT IN THE
STATE OF
OREGON, NO 4353
C:\Users\rroepke\Documents\BONITA
PUMPSTATION_Central_rroepke.rvt
5/23/2016 9:32:02 AM
A
7
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REVISIONS AND RECORD OF ISSUE
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DATE
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PLOTTED:
USER: www.obec.com
Corporate Office:
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GENERAL STRUCTURAL NOTES1.SCOPE:THE GENERAL NOTES AND TYPICAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT UNLESS OTHERWISESPECIFIED TO THE CONTRARY.2.FOUNDATION DESIGN:FOUNDATION DESIGN IS PER THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY GRI, PORTLAND, OREGONDATED SEPTEMBER 25, 2012. PREPARATION FOR THE FOUNDATION SHALL BE IN ACCORDANCE WITH PROJECTTECHNICAL SPECIFICATIONS AND PLANS.3.APPLICABLE SPECIFICATIONS AND CODES:PROVIDE ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 2010OREGON STRUCTURAL SPECIALTY CODE (OSSC), AND APPLICABLE OSHA REGULATIONS.4.DIMENSIONS:VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.5.PROVISIONS FOR EQUIPMENT:PROVIDE ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, ANDREVEALS REQUIRED BY ANY OF THE CONTRACT DOCUMENTS DURING CONSTRUCTION, WHETHER OR NOT THEY AREEXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE FINAL SIZES AND LOCATIONS AS REQUIRED WITHAPPROVED SUBMITTALS.6.CONSTRUCTION LOADS:STRUCTURES HAVE BEEN DESIGNED FOR LIVE LOADS ON COMPLETED STRUCTURES. PROTECT STRUCTURES DURINGCONSTRUCTION WITH SHORING AND/OR FALSEWORK WHERE CONSTRUCTION LOADS MAY OCCUR.7.CONSTRUCTION SHORING AND FALSEWORK:PRIOR TO BUILDING TEMPORARY SHORING AND FALSEWORK, IF NECESSARY, SUBMIT DESIGNS AND CALCULATIONSPREPARED BY THE CONTRACTOR'S ENGINEER FOR REVIEW BY THE OWNER'S ENGINEER. SUBMIT COMPLETE SHORINGAND FALSEWORK DRAWINGS AND CALCULATIONS SHOWING LAYOUT AND SPACING FOR SUPPORTS, MATERIALSPECIFICATIONS, AND ALL RELATED SUPPORTING DATA AND INFORMATION STAMPED BY A REGISTERED PROFESSIONALENGINEER LICENSED IN OREGON. INCOMPLETE SUBMITTALS WILL BE REJECTED.9.DESIGN LOADSA.LIVE LOADS:1. FLOOR SLABS - 100 PSF, OR EQUIPMENT PLUS 50 PSF.2. CHECKERED PLATES AND OTHER COVERS - 100 PSF AND DEFLECTION LIMITED TO L/360.3. TEMPORARY CONCRETE SHORING AND FALSEWORK - DEAD LOAD PLUS 50 PSF.B.SNOW LOADS:1. GROUND SNOW LOAD, Pg = 25 PSF.2. FLAT-ROOF SNOW LOAD (INCLUDING RAIN-ON-SNOW), Pf = 29 PSF.3. SNOW EXPOSURE, Ce = 1.0.4. IMPORTANCE FACTOR, I = 1.2; CATEGORY IV.5. THERMAL FACTOR, Ct = 1.0.C.WIND DESIGN DATA:1. BASIC WIND SPEED, V = 95 MPH.2. IMPORTANCE FACTOR, I = 1.15; CATEGORY IV.3. EXPOSURE C.D.EARTHQUAKE DESIGN DATA:1. IMPORTANCE FACTOR I = 1.5; CATEGORY IV.2. SPECTRAL ACCELERATION, SS = 0.94g.3. SPECTRAL ACCELERATION, S1 = 0.34g.4. SITE CLASS "D".5. DESIGN CATEGORY "D".6. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.71g.7. SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.39g.8. SEISMIC FORCE RESISTING SYSTEM - SPECIAL REINFORCED MASONRY SHEAR WALLS.9. SEISMIC RESPONSE COEFFICIENT, CS = 0.21g.10. RESPONSE MODIFICATION FACTOR, R = 5.11. ANALYSIS PROCEDURE - MULTIMODAL RESPONSE SPECTRUM FINITE ELEMENT ANALYSIS.E.ALLOWABLE BEARING PRESSURE - 1,000 PSF. FOR BUILDING INCREASES OF 33% FOR WIND AND SEISMIC ISALLOWED PER DETAILED PROJECT GEOTECHNICAL REPORT.F.COEFFICIENT OF FRICTION - 0.40 ULTIMATE CONCRETE TO GRANULAR FILLDIVISION 3 - CONCRETE1.APPLICABLE CODE:PERFORM ALL CONCRETE CONSTRUCTION IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI BUILDING CODE(ACI-318) AND THE SPECIFICATIONS.2.MATERIALS:A.PROVIDE CAST-IN-PLACE CONCRETE AS REQUIRED IN THE SPECIFICATIONS MEETING ITS DESIGN ULTIMATECOMPRESSIVE STRESS AT 28 DAYS.B.PROVIDE ALL REINFORCING BARS TO BE WELDED OR FIELD BENT IN CONFORMANCE WITH ASTM A706. PROVIDEALL OTHER REINFORCING BARS IN CONFORMANCE WITH ASTM A706 OR A615 GRADE 60. PROVIDE WELDED WIREREINFORCEMENT CONFORMING TO ASTM A185.3.FINISH:GIVE ALL FORMED CONCRETE SURFACES A GENERAL FINISH PER TECHNICAL SPECIFICATIONS, UNLESS OTHERWISENOTED. GIVE EXTERIOR PADS, TOP OF VAULT, AND SIDEWALK A MEDIUM BROOM FINISH. GIVE INTERIOR FLOORAND PADS A SMOOTH AND HARD STEEL-TROWELLED FINISH WITH CLEAR SEALER. GRIND AND LIGHTLY SACK ALLEXTERIOR WALL FOOTING AND CURB SURFACES TO BE LEFT EXPOSED, IN ADDITION TO THE GENERAL FINISH ANDPAINTING, IF SPECIFIED.4.REINFORCING STEEL DETAILS:DETAIL, FABRICATE, AND ERECT REINFORCING BARS IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE FORDETAILING REINFORCED CONCRETE STRUCTURES (ACI-315), LATEST EDITION, UNLESS OTHERWISE NOTED.5.CONCRETE COVER:PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING BARS AS FOLLOWS, UNLESS OTHERWISE NOTED.A.FOOTINGS AND FOUNDATION MATS CAST ON GROUND - 3"B.CONCRETE TO BE IN CONTACT WITH LIQUID - 2 12"C.ALL OTHER CONDITIONS - 2"6.CHAMFERS:PROVIDE 34" CHAMFERS AT EXPOSED CONCRETE CORNERS AND EDGES, UNLESS OTHERWISE NOTED. DO NOT USEFILLETS AT RE-ENTRANT CORNERS.7.ANCHOR RODS:USE THE FOLLOWING TABLE TO DETERMINE MINIMUM EMBEDMENT AND FACTORED SHEAR CAPACITY OF HEADED ORHOOKED ANCHOR RODS. THESE VALUES ASSUME AN ANCHOR EDGE DISTANCE EQUAL TO 1.5 TIMES THE MINIMUMEMBEDMENT. THESE VALUES DO NOT INCLUDE CONSIDERATION OF PRYING ACTION OR GROUP EFFECTS.USE HOT-DIP GALVANIZED ANCHOR RODS CONFORMING TO ASTM A449, UNLESS OTHERWISE NOTED. EMBEDMENTLENGTH FOR RODS IN TENSION SHALL BE AS NOTED.8
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XREF3:
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EUGENE, OREGON
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XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
D7061
www.obec.com
Corporate Office:
920 COUNTRY CLUB
ROAD, SUITE 100B
EUGENE, OREGON
97401-6089
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
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PLOTTED:
USER:
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
D7061
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Corporate Office:
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EUGENE, OREGON
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APPNO.CKBY
XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
D7061
www.obec.com
Corporate Office:
920 COUNTRY CLUB
ROAD, SUITE 100B
EUGENE, OREGON
97401-6089
C
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REVISIONS AND RECORD OF ISSUE
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PW FILE:
SAVED:
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PLOTTED:
USER:
D7061
www.obec.com
Corporate Office:
920 COUNTRY CLUB
ROAD, SUITE 100B
EUGENE, OREGON
97401-6089
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
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A REGISTERED,
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FD7000_PW
PW FLDR: 175069....\50.3070 - Mechanical Process Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
MECHANICAL
PIPING SECTIONS
M
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BORDER.dwg
175069-M-PS-EQPM-SECT.dwg
175069-A-PS-SECTION-EAST-WEST.dwg
175069-A7.dwg1006MCC10764
PW FILE: 175069-M3.dwg
MCC10764, 1/20/2014 4:07:37 PM
CLI67879, 11/22/2013 1:41
D7061
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
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A REGISTERED
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ENGINEER IN THE
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PW FLDR: 175069....\50.3060 - Building Systems - Plumbing Drawings
LAKE OSWEGO - TIGARD
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BONITA PUMP STATION
MECHANICAL - PLUMBING
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PW FILE: M-5.pdf
CAH00789, 12/3/2013 6:14:37 PM
CAH00789, 1/22/2014 10:01:07 AM
D7061
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FD7000_PW
PW FLDR: 175069....\50.3060 - Building Systems - Plumbing Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
MECHANICAL - PLUMBING
SCHEDULES AND DETAILS
M
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175069-A4.dwg
175069-M2.dwg
1000CAH00789
PW FILE: M-6.dwg
CAH00789, 1/22/2014 10:31:57 AM
CAH00789, 1/22/2014 10:00
FD7000_PW
PW FLDR: 175069....\50.3050 - Building Systems - HVAC Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
MECHANICAL - HVAC
FLOOR PLAN
M
7
6
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175069-A-PS-GROUNDFLOORPLAN.dwg
175069-A-PS-SECTION-EAST-WEST.dwg
175069-E-PS-Lighting.dwg1001LAR07889
LAR07889, 1/23/2014 2:48:45 PM
LAR07889, 1/23/2014 2:48:26 PM
D7061
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PW FLDR: 175069....\50.3050 - Building Systems - HVAC Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
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MECHANICAL - HVAC
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BORDER.dwg
HVAC_Schedules.xlsx
1001LAR07889
LAR07889, 1/23/2014 2:42:56 PM
LAR07889, 1/23/2014 2:44:
D7061
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
JAMES EDWARD PAINTER,
A REGISTERED
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 87081PE
HVAC SEQUENCE OF OPERATION1. GENERAL SYSTEM OPERATIONS.1.1.TEMPERATURE CONTROL PANEL. TEMPERATURE CONTROL PANEL IDENTIFIE
D
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PROVIDED WITH THE INDICATING LIGHTS, RUNNING LIGHTS, ALARM LIGHTS,
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SWITCHES FOR CONTROL AND STATUS INDICATION OF THE EQUIPMENT SERVED.
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INDICATE BOTH ENERGIZED AND DE-ENERGIZED STATUS FOR THE EQUIPMENT A
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STATUS FROM THE MOTOR STARTER OR CURRENT SENSOR. SWITCH POSITION S
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INDICATING AND RUNNING LIGHTS SHALL BE LOCATED DIRECTLY ABOVE EACH
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COLORS AS FOLLOWS:RED -DE-ENERGIZEDGREEN -ENERGIZEDAMBER -ALARMWHITE -STATUSINDICATING LIGHTS AND SELECTOR SWITCHES SHALL BE LOCATED ON THE FACE
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THE RESPECTIVE EQUIPMENT. IN ADDITION TO THE LIGHTS, TIMERS, AND SEL
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OF OPERATION FOR THE INDIVIDUAL EQUIPMENT, EACH CONTROL PANEL SHALL B
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:
"CONTROL POWER ON" STATUS LIGHT"INDICATING LIGHT TEST" PUSHBUTTON"ALARM RESET" PUSHBUTTON (WHERE APPLICABLE)TEMPERATURE CONTROL PANELS SHALL COME WITH PHENOLIC NAMEPLATES FOR EA
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EQUIPMENT CONTROLLED, ROOM OR AREA SERVED, AND SWITCH AUTOMATIC POSIT
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2. HEATING SYSTEMS.2.1. UNIT HEATERS. UNIT HEATERS SHALL BE CONTROLLED BY THEIR RESPECT
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2.2. WALL HEATERS. WALL HEATERS SHALL BE CONTROLLED BY THEIR RESPECT
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3. VENTILATING/EXHAUST SYSTEMS.3.1. "ON-OFF" EQUIPMENT CONTROL. EQUIPMENT INDICATED FOR "ON-OFF" CO
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INDIVIDUAL "ON-OFF" FAN SELECTOR SWITCH. THE SWITCH LOCATION SHALL B
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PLACED IN THE "ON" POSITION, THE RESPECTIVE EQUIPMENT FAN SHALL BE EN
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RETURN TO THE NORMAL POSITION.EQUIPMENTSWITCH LOCATIONCONTROL DAMPER(S) DF-105 NEAR DOOR CD-1113.3. "ON-OFF-AUTO" EQUIPMENT CONTROL. EQUIPMENT INDICATED FOR "ON-OF
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BY AN INDIVIDUAL "ON-OFF-AUTO" FAN SELECTOR SWITCH. THE SWITCH LOCAT
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WHEN THE SWITCH IS PLACED IN THE "ON" POSITION, THE FAN SHALL BE ENER
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DF-101 TCP-101 T-108 CD-101,
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DF-103 TCP-101 T-110 CD-104,
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4. AIR CONDITIONING SYSTEMS.4.1. DUCTLESS SPLIT SYSTEMS. DUCTLESS SPLIT SYSTEMS SHALL BE CONTRO
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EQUIPMENT THERMOSTAT FC-101 T-101 FC-102 T-102 FC-103 T-103 FC-104 T-104 FC-105 T-105 FC-106 T-106 FC-107 T-1075. THERMOSTAT SETPOINTS5.1 THERMOSTAT SETPOINTS SHALL BE AS INDICATED BELOW, UNLESS THE SET
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SEQUENCE OF OPERATIONS. HEATERS - 54 F VENTILATING EQUIPMENT - 90 F MECHANICAL ROOM FAN COIL - 78 F COOLING / 72 F HEATIN
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ELECTRICAL ROOM FAN COILS - 85 F
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FD7000_PW
PW FLDR: 175069....\50.3070 - Mechanical Process Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
MECHANICAL
ENGINE GENERATOR
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BORDER.dwg
175069-M-VAULT-EQPM-P&S.dwg
1001MCC10764
PW FILE: 175069-M9.dwg
MCC10764, 1/21/2014 9:36:12 AM
SOL66507, 5/14/2013 8:44:
D7061
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
C
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
FD7000_PW
PW FLDR: 175069....\50.3070 - Mechanical Process Drawings
LAKE OSWEGO - TIGARD
WATER PARTNERSHIP
BONITA PUMP STATION
MECHANICAL
PIPING DETAILS
M
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BORDER.dwg
DELETE - Do Not Use1.dwg
175069-2d-MechPiping.dwg
175069-2D-CivilSite-Alt1.DWG1001MCC10764
PW FILE: 175069-MD1.dwg
MCC10764, 1/28/2014 2:38:12 PM
CLI67879, 11/22/2013 1:40
D7061
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XREF3:
XREF2:
XREF1:
XREF4:
REVISIONS AND RECORD OF ISSUE
DWG VER:
DATE
PW FILE:
SAVED:
PW:
PLOTTED:
USER:
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FD7000_PW
05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
ORIGINALLY SEALED BY
JEFFERY ALAN
McMULLEN
A REGISTERED,
PROFESSIONAL
ENGINEER IN THE
STATE OF
OREGON, NO 86037PE
ANCHORED CONCRETE ENCASEMENTFOR PIPE UNDER SLABSNO SCALE FLOOR SLAB#4 @ 12"TIE BARPIPE ASSPECIFIED(NOTE 1)6" MIN CONCRETE ENCASEMENTFOR 16" AND SMALLER PIPE,12" MIN CONCRETE ENCASEMENTFOR 18" AND LARGER PIPE2-#5 EF ENCASEMENTAVAR
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ANNULAR COLLAR(SEE NOTE 2)PIPE SIZEREFERENCEDON DWGS2" OR 4" HIGHCONCRETE CURB(SEE NOTE 3)NOTES:1.SLAB-ON-GRADE APPLICATIONS REQUIRE C
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2"2"1/41/4 EXPOSED EXPOSEDBURIEDNON-RESTRAINEDNON-RESTRAINED EXPOSEDBURIEDEXPOSEDNON-RESTRAINEDNON-RESTRAINEDFOR PIPE LESS THAN 1 1/2"DIA, BACKUP AND CAULK ALLAROUND (BOTH SIDES). FORLARGER PIPE USEMODULAR SEAL CASING SEALS.(WALL SLEEVES ONLY)SEE
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5
(TY
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FD7000_PW
PW FLDR: 175069....\50.3040 - Electrical Drawings
LAKE OSWEGO - TIGARD
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175069-2d-MechPiping.dwg
45817-FWATR-ADD3.dwg
175069-2D-ElectricalSite.dwg1000FLE72713
PW FILE: 175069-E2.dwg
CAS51073, 9/13/2013 5:11:29 PM
FLE72713, 12/4/2013 2:32:
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REVISIONS AND RECORD OF ISSUE
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USER:
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05/16 CONFORMING TO CONSTRUCTION RECORDS 1 B&V MTI MTI
THIS DRAWING WAS
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ANDREW JAMES TRUMAN,
A REGISTERED
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ENGINEER IN THE
STATE OF
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