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Plans (424) BU P2010-00033/SIT2010-00007 THE KNOLL 12291 SW KNOLL DR , OD A pr c!',,,,' •L''',0' a AT TIGARD ,,.,,,, „„,,i.. „,,E,,, r,„ ,, Community a pp 111 H E K 1\1 0 for Affordable Housing we �. , /, ,yam , ' al 2291 SW KNOLL, TIGARD, OREGON 4111 . 0. E • 04 0 Pill = N. 4-: 0 C f C 0 c) Uj CD ABBREVIATIONS DRAWING SY PROJECT TEAM. PROJECT S H EET INDEX. (141 SHEETS) SHEET I con. : ` c)0 o A0.00 COVER SHEET ARCHITECTURAL (CONT.): �, � .. A.B. ANCHOR BOLT LAN/. LAVATORY SYMBOL DESCRIPTION OWNER: PROJECT DESCRIPTION: BUILDING CO INFORMATION: �. ABBR. ABBREVIATION LT. LIGHT COMMUNITY PARTNERS for AFFORDABLE HOUSING * AO.O 1 INDEX, NOTES & ABBREVIATIONS A6,01 INTERIOR ELEVATIONS °g a o A.C. AIR CONDITIONING L.W.C. LIGHT WEIGHT CONCRETE 6380 SW CAPITOL HWY., #151 MULTIFAMILY RESIDENTIAL DEVELOPMENT CONSISTING OF 48 SEE DETAILED CODE SUMMARY SHEET A 0.02 A0.02 CODE SUMMARY < ` o A.D. AREA DRAIN X DETAIL REFERENCE SYMBOL PORTLAND, OR 97239 AFFORDABLE APARTMENTS FOR ACTIVE SENIORS (55+). UNITS A6.02 INTERIOR ELEVATIONS co ADJ, ADJUSTABLE MANE. MANUFACTURER AX"XX ARE ARRANGED IN TWO WINGS MAIL: PO BOX 23206, TIGARD, OR 97281-3206 WINGS, A 4-STORY TO THE SOUTH & 3 STATE OF OREGON 2007 STRUCTURAL SPECIALTY CODE AO.03 FIRE & LIFE SAFETY PLANS A6.03 INTERIOR ELEVATIONS at 4- N A.F.F. ABOVE FINISH FLOOR MAIL. MATERIAL 503.293.4038 -STORY TO THE NORTH, FLANKING A CENTRAL CIRCULATION BASED ON 2006 INTERNATIONAL BUILDING CODE LOBBY TOWER. SUPPORT SPACES FOR RESIDENTIAL INCLUDING CIVIL: A6.04 INTERIOR ELEVATIONS '� 0 AGG. AGGREGATE MAX. MAXIMUM CONTACT: SHEILA GREENLAW-FINK MANAGEMENT +OFFICE, COMMUNITY & MEETING ROOMS, AS WORK TO COMPLY WITH THE AMERICANS WITH DISABILITIES s c Lo A.H.U. AIR HANDLING UNIT MECH. MECHANICAL WELL AS EXTERIOR SITE IMPROVEMENTS ARE INCLUDED IN THE ACT, THE FAIR HOUSING AMENDMENTS ACT, SECTION 504 CO.O CIVIL NOTES A7.01 ENLARGED STAIR PLAN & SECTION ALT. ALTERNATE MH, MANHOLE AX.XX BUILDING SECTION REFERENCE DEVELOPMENT CONSULTANT: PROJECT. (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), AND STATE OF CO.1 DEMOLITION PLAN A7.02 ENLARGED STAIR PLAN & SECTION a c" �"" AL. ALUMINUM M.O. MASONRY OPENING SYMBOL HOUSING DEVELOPMENT CENTER OREGON ACCESSIBILITY CODES. 0 A.P. ACCESS PANEL MIN. MINIMUM 847 NE 19TH AVE. WI 50 ADDRESS: C1 .0 PAVING AND LAYOUT PLAN A7.03 ENLARGED STAIR PLAN & SECTION >�.- .� �, A.T. ACOUSTICAL TILE PANEL MTL, METAL PORTLAND, OR 97232 TIGARD, OR 97223 OCCUPANCY GROUP : C2.0 GRADING PLAN A7.04 ENLARGED ELEVATOR PLAN & SECTION "' «) N 12340 SW HALL BLVD., R-2 RESIDENTIAL - v B. BOTTOM N. NORTH 503.335.3668 Di (TAXLOT I.D.: 2S 101 BC00800) CONTACT(S): MIKE Di BLASI DARYN MURPHY (W/ACCESSORY ASSEMBLY <750 SF, CLASSIFIED AS R-2) C3.O UTILITY PLAN A8.01 ASSEMBLY DETAILS 1°x c N irk EXTERIOR ELEVATION REFERENCE 12360 SW HALL BLVD., TIGARD, OR 97223 ,,. N c BD. BOARD N.I.C. NOT IN CONTRACT *, C4.O CIVIL DETAILS (Nice)B.F. BIFOLD NO. NUMBER SYMBOL (TAXLOT I.D.• 25101 BC00900) CONSTRUCTION TYPE: VA A8.02 ASSEMBLY DETAILS DETAILS. 4 ARCHITECT: 8485 SW HUNZIKER ST., TIGARD, OR 97223 CIVIL C4.1 C V S A8.10 SITE DETAILS BLDG. BUILDING NOM NOMINAL (TAXLOT I.D.: 251 01 BC01000) ENTIRE BUILDING IS SPRINKLERED THROUGHOUT PER NFPA 13 BLKG. BLOCKING N.T.S. NOT TO SCALE I CARLETON HART ARCHITECTURE C4.2 CIVIL DETAILS B.O. BY OWNER 322 NW 8TH AVENUE A8.11 SITE DETAILS ,I INTERIOR ELEVATION REFERENCE PORTLAND OREGON 97209 ZONING CODE INFORMATION: B.O.F. BOTTOM OF FOOTING OA OVERALL 4 AXxx 2 SYMBOL PORTLAND, ENERGY CONSERVATION: * UNDER SEPERATE CONTRACT - PUBLIC A8.20 EXTERIOR DETAILS B.U. BUILT UP tJ.0 ON CENTER 503.243.2252 ZONING: MUR-1 ALL COMPONENTS OF THE CONSTRUCTION TO COMPLY AT REFERENCE ONLY * A8.21 EXTERIOR DETAILS O.D OUTSIDE DIAMETER 3 CONTACT: BEN WHITE (TIGARD URBAN RENEWAL DISTRICT) IMPROVEMENTS INCL, FOR RE RE CE C.I.P. CAST IN PLACE OFF, OFFICE MINIMUM WITH ENERGY PROVISIONS LISTED.BELOW ODOT SHEETS: A8.22 EXTERIOR DETAILS C.H. CONDUCTOR HEAD OH.D OVERHEAD DOOR CONTRACTOR: PROPOSED USE: MULTIFAMILY HOUSING (PERMITTED USE) (PRESCRIPTIVE PATH, TABLEI3 A, 2007 OSSC): CONTROL JOINT OPG OPENING r C5,00 PUBLIC IMP. - COVER SHEET A8.23 EXTERIOR DETAILS CLG CEILING OPP, OPPOSITE , GRID IDENTIFICATION SYMBOL LMC CONSTRUCTION SETBACKS WALL INSULATION R-21 CLR, CLEAR 8324 SW NIMBUS AVE FRONT- MINIMUM: 0 FT. (MAX. 20') UNDERFLOOR INSULATION R-25 C5.01 PUBLIC IMP. - DEMOLITION PLAN A8.24 EXTERIOR DETAILS BEAVERTON, OREGON 97008 SIDE (CORNER FACING STREET) MINIMUM 5 FT (MAX 20') EXTERIOR DOORS U=0 20 C.M.U. CONCRETE MASONRY UNIT C5.02 PUBLIC IMP. - SW HALL BLVD. A8.30 INTERIOR DETAILS CMGC CONSTRUCTION MANAGEMENT/ P. PAINT 503.646.0521 REAR (ABUTS R-4.5 RESIDENTIAL)- MINIMUM: 20 FT. (1 PER DWELLING ALLOWED <U=0.54, 28 SF MAX) GENERAL CONTRACTOR CONTACT: CLYDE ZAHN WINDOW CLASS U--0.40 C5.03 PUBLIC IMP. - SW HALL BLVD. A8.31 INTERIOR DETAILS COL COLUMN PREFIN. PREFINISHED LINE �'" " DIMENSION LINE - GRID SCREENING REQUIREMENT AT GLAZED AREA UNLIMITED CONC. CONCRETE P.L. PROPERTY LINE STRUCTURAL: ABUTTING ZONING DISTRICT: BUFFER TYPE 'C' FLAT CEILINGS R_3$ C5.04 PUBLIC IMP. - ENL. PLANS, TYP. SECTIONS A8,32 INTERIOR DETAILS CONN. CONNECTION P.LAM. PLASTIC LAMINATE C5.05 PUBLIC IMP. - PLANTING PLANS A9.01 FINISH LEGEND & SCHEDULE '� CONT CONTINUOUS PWD. PLYWOOD TM RIPPEY CONSULTING ENGINEERS BUILDING HEIGHT SEE SPECIFICATIONS FOR ADDITIONAL PERFORMANCE C.P. CEMENT PLASTER PR. PAIR �'-�" DIMENSION LINE - FACE OF STUD 7650 SW BEVELAND ST., SUITE 100 MINIMUM: 2 STORIES REQUIREMENTS. CITY OF TIGARD SHEETS: A9.10 WINDOW TYPES & SCHEDULE PRPT. PARAPET OR C.L. OPENING, U.O.N. TIGARD, OREGON 97223 MAXIMUM: 75'-0" CPT. CARPET C5.10 PUBLIC IMP. - COVER SHEET A9.20 DOOR TYPES & SCHEDULE CTSK. COUNTERSINK P.T. PRESSURE TREATED 503.443.3900 PROPOSED: 4 STORIES, 52'-0" C.T. CERAMIC TILE CONTACT: DOUG GANNETT SITE C5.11 PUBLIC IMP. - NOTES A9.21 DOOR SCHEDULE CONTR. CONTACTOR Q.T. QUARRY TILE ASSEMBLY TYPE SYMBOL PREDEVELOPMENT SITE AREA: 43,848 SF (1.01 ACRES) C5.1 2 PUBLIC IMP. - DEMOLITION PLAN LANDSCAPE: LANDSCAPE: TOTAL SITE AREA . R. RADIUS OR RISER LANDO & ASSOCIATES (NET AFTER ROW DEDICATIONS): 38,336 SF (0.88 ACRES) C5.1 3 PUBLIC IMP. - SW HUNZIKER ST. L1 .0 LANDSCAPE MATERIALS & LAYOUT PLAN DBL. DOUBLE R.B. RUBBER BASE BUILDING FOOTPRINT: 14,279 SF DET. DETAIL RD. ROOF DRAIN 404 SE 6TH AVENUE C5.14 PUBLIC IMP. - SW KNOLL DR. L2.0 LANDSCAPE PLANTING PLAN p.F. DRINKING FOUNTAIN REF. REFERENCE DOOR SYMBOL PORTLAND, OREGON 97214 COVERAGE: C5.15 PUBLIC IMP. - ENL. PLANS, TYP. SECTIONS L2.1 ECO-ROOF PLANTING PLAN DIAG DIAGONAL RFR. REFRIGERATOR 503'233°6600 MAXIMUM: 80% DISP. DISPENSER REQ. REQUIRED OR REQUIREMENTS CONTACT: PAT LANDO PROPOSED: 76% (NET SITE AREA) C5.16 PUBLIC IMP. - DETAILS L3.0 LANDSCAPE IRRIGATION PLAN DIA. DIAMETER REV. REVERSE OR REVISED 0 C5.17 PUBLIC IMP. - WATER IMPROVEMENT L4.0 LANDSCAPE DETAILS 0 DIM. DIMENSION R.O. ROUGH OPENING ,, WINDOW SYMBOL CI�/IL, LANDSCAPE AREA Z DN, DOWN RM. ROOM (+ INDICATES LOCATION OF STC MGH ASSOCIATES REQUIRED: 20% BUILDING AREA: 05.18 PUBLIC IMP. - WATER IMPROVEMENT L4.1 LANDSCAPE DETAILS D.P. DIMENSION POINT REQUIREMENT PER SPEC.) 104 WEST NINTH ST. SUITE 207 PROPOSED: 24% (NET SITE AREA) D DR. DOOR R & S ROD & ) STRUCTURAL: 1ST FLOOR GROSS AREA TOTAL: 13,166 S.F. C5.19 PUBLIC IMP. - WATER DETAILS S. SINK OR SOUTH VANCOUVER, WA 98660 RESIDENTIAL DENSITY - North Residential 6,589 DS. DOWNSPOUT S. FINISH TAG 503.417.8639 TRAFFIC SIGNAL SHEETS: = DWG. DRAWING S.C. SOLID CORE MINIMUM: 50 UNITS/ACRE - South Residential 4,136 S1 .0 GENERAL STRUCTURAL NOTES SECT. SECTION CONTACT: DAVE HUMBER PROPOSED: 48 UNITS TOTAL - Offices/Community Area/Kitchen 1,693 C5.20 PUBLIC IMP. - TRAFFIC SIGNAL LEGEND CSC D.W. DISHWASHER S 1 .1 SHEAR WALL DETAILS & SCHEDULES S.G.D. SLIDING GLASS DOOR (55 UNITS/AC. NET DEVELOPMENT AREA) - Meeting Room 748 m DWR. DRAWER C5.21 PUBLIC IMP. - SIGNAL MODIFICATION Q ,, SH. SHELF 4100 FIXTURE/EQUIPT. TAG MEP ENGINEER: PARKING S2.1 FOUNDATION PLAN Ci • _ = 45(1.25) = .2 2ND FLOOR GROSS AREA TOTAL: 13,277 S.F. C5.22 PUBLIC IMP. - LOOP DETECTOR PLAN et c1G EAST SHR. SHOWER MKE & ASSOCIATES REQUIRED (MUR 1). 1 BR _ 1,25/DU 56 5 . North Residential 6,589 S2.2 SECOND FLOOR FRAMING PLAN ,�_ � ,� E. SHT. SHEET 6915 SW MACADAM AVE., SUITE 200 2 BR - 1.5/DU = 3(1.5) -- 4.5 C5 23 PUBLIC IMP. STRIPING PLAN EA, EACH SIM, SIMILAR PORTLAND, OR 97219 56,25 + 4,5 = 60.75 = 61 SPACES - South Residential 6,688 ' - S2.3 THIRD FLOOR FRAMING PLAN 0 u.. Z E.I.F.S. EXTERIOR INSULATION <> KEYNOTE SYMBOL 3RD FLOOR GROSS AREA TOTAL: - ENTRANCE PLAN E- u" S.O.G. SLAB ON GRADE 503.892.1 188 ADD L 15% VISITOR: 61 (.15) _ 9 1 3,277 S.F. C5.24 PUBLIC IMP. POLE C g AND FINISH SYSTEM PER 18.765.30.E b1 + 9 - 70 - North Residential 6,589 S2.4 FOURTH FLOOR FRAMING PLAN �,,,, < J u EXPANSION JOINT S.G. SAFETY GLASS CONTACT: STEVE LOCKHART ( ) _ REQ'D PER ZONING � � Q E.J. SPEC. SPECIFICATION CONTACT: STEVE KU 70 SPACES Q' - South Residential b 68$ C6,0 EROSION & CONTROL COVER 52.5 ROOF FRAMING PLAN = --I a ELEC. ELECTRICAL S R SHELF AND ROD "'il u_ O Z ELEV, ELEVATION OR ELEVATOR / REDUCTIONS REQUESTED: 4TH FLOOR GROSS AREA TOTAL: 6,702 S.F. C6.1 EROSION & SEDIMENT - CLEARING PLAN 53.1 FOUNDATION DETAILS ...� Z o E.P. ELECTRICAL PANEL SQ. SQUARE GEOTECHNICAL: 20% (70(.20)=13,8) 14 SPACES PER 18.765.070.F.1 - South Residential 6,702 C6.2 EROSION & SEDIMENT - FINAL PLAN 53.2 FOUNDATION DETAILS, CONT. 0 oe v S.S. STAINLESS STEEL ALDER GEOTECHNICAL (TRANSIT ORIENTED DEVELOPMENT) S3 f Z W D cx EQ. EQUAL ST. STAIN 20% { ) GROSS BUILDING AREA TOTAL: 46,422 S.F. _ �G EQUIP. EQUIPMENT 3910 NE 10TH AVE 20% (70(.20)=13.8) 14 SPACES PER 18.765.070.F.1 & C6.3 EROSION & SEDIMENT DETAILS S4.1 FLOOR FRAMING DETAILS Z v� �, STD. STANDARD uj E.W. EACH WAY TL STEEL PORTLAND, OR 97212 18.730.020.C.7.A 54.2 FLOOR FRAMING DETAILS, CONT. !- 0 S 503.282.7482 (LOWER DEMAND OF RESIDENT POPULATION) ARCHITECTURAL. _ .Q o,, U E.W.C. ELECTRIC WATER COOLER STRUCT. STRUCTURAL RESIDENTIAL UNIT TALLY: EX. EXISTING SUSP. SUSPENDED CONTACT: JOHN CUNNINGHAM WITH REDUCTIONS GRANTED: A1 .01 EXISTING CONDITIONS SURVEY S5.1 ROOF FRAMING DETAILS °'-• (NI EXP. EXPOSED OR EXPANSION S.V. SHEET VINYL 70-14-14 = 42 TOTAL SPACES REQUIRED UNIT TYPE 'A' (1 BR/1 BA, 640 sf): 45 MECHANICAL. �--EXT. EXTERIOR TRAFFIC; UNIT TYPE 'B' (2 BR f 2 BA, 887 sf): 3 A 1 .02 TREE REMOVAL/PRESERVATION PLAN -- ENGINEERING PARKING PROVIDED: 23 STANDARD TOTAL UNIT COUNT: 48 A 1 . MT.O 1 MECHANICAL TITLE SHEET � T. TOP OF TREAD CHARBONNEAU NGI G 17 COMPACT 03 TREE MITIGATION PLAN z F.D. FLOOR DRAIN T.B.R. TO BE REMOVED 9370 SW GREENBURG RD., SUITE 41 1 2 ACCESSIBLE (INCL. 1 VAN) Al .20 SITE PLAN M1 .00 HVAC SCHEDULES FDN. FOUNDATION T/G TONGUE AND GROOVE PORTLAND, OR 97223 42 TOTAL PROVIDED M2.01 HVAC FLOOR PLAN - LEVEL 1 F.E. FIRE EXTINGUISHER T.G. TEMPERED GLASS 503.293.1118 BICYCLE SPACES: A2.01 FLOOR PLAN, CEILING PLAN - LEVEL 1 F.E.C. 0 FIRE EXTINGUISHER CABINET T.O.C. TOP OF CURB CONTACT: FRANK CHARBONNEAU REQUIRED•(ELDERLY) 1:20 DWELLING UNITS = 3 A2.02 FLOOR PLAN, CEILING PLAN - LEVEL 2 M2.02 HVAC FLOOR PLAN - LEVEL 2 u FIN. FINISH T.O.F. TOP OF FRAMING PROVIDED: 6 M2.03 HVAC FLOOR PLAN - LEVEL 3 F.F. FINISHED FLOOR T.O.P. TOP OF PLATE A2.03 FLOOR PLAN, CEILING PLAN - LEVEL 3 F.F.E. FINISHED FLOOR ELEVATION T.O.PLY. TOP OF PLYWOOD DEFERRED SUBMITTALS: VICINITY MAP (NOT TO SCALE) A2.04 FLOOR P LAN, CEILING P LAN - LEVEL 4 M2.04 HVAC FLOOR PLAN - LEVEL 4 F.H. FIRE HYDRANT T.O.S. TOP OF SLAB M2.10 HVAC ROOF PLAN FLASHG. FLASHING T.O.W. TOP OF WALL CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR A2.1 0 ROOF PLAN, STAIR PENTHOUSE PLAN FLOUR. FLUORESCENT TP, TOILET PAPER DISPENSER SUBMISSION TO, AND APPROVAL OF ARCHITECT, OWNER, AND GOVERNING BUILDING DEPARTMENT. M9.00 HVAC DETAILS ROUTE (4) COPIES OF BIDDER DESIGNED SYSTEMS DOCUMENTS TO THE ARCHITECT PER IBC SECTION A2.20 DIMENSION PLANS - LEVEL 1 & LEVEL 2 F.O. FURNISHED BY OWNER T.S. TUBE SECTION F.O.B. FACE OF BRICK TYP, TYPICAL 106°3.4.2 A2.21 DIMENSION PLANS - LEVEL 3 & LEVEL 4 ELECTRICAL: F.O.C. FACE OF CONCRETE UPON COMPLETION OF REVIEW BY THE ARCHITECT AND ENGINEER OF RECORD. THE CONTRACTOR A3.01 EXTERIOR ELEVATIONS E0.01 ELECTRICAL COVER SHEET U.O.N. UNLESS OTHERWISE NOTED SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOR PLAN REVIEW AND PAYING ANY F.O.F. FACE OF FINISH PLANS CHECK AND PERMIT FEES. A3.02 EXTERIOR ELEVATIONS E1 .20 ELECTRICAL SITE PLAN F.O.I.C. FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR Y.B. VAPOR BARRIER ITEMS: A3.10 BUILDING SECTIONS E2.01 ELECTRICAL POWER PLAN - LEVELS 1 ,2 F.0.1.0. FURNISHED BY OWNER/ V.C.T. VINYL COMPOSITION TILE 1. AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM THROUGHOUT PER NFPA 13. A3.1 1 BUILDING SECTIONS E2.02 ELECTRICAL POWER PLAN - LEVELS 3,4 INSTALLED BY OWNER VERT. VERTICAL 2. COMPLETE FIRE ALARM SYSTEM (TO CORRESPOND WITH FIRE & LIFE SAFETY SYSTEMS AS DESCRIBED IN THIS SET) F.O.M. FACE OF MASONRY YIN, VINYL 3. COMPLETE PLUMBING SYSTEMS INCLUDING RAINWATER HARVESTING, GAS PIPING A4.01 ENLARGED ELEVATION, WALL SECTIONS E2.03 ELECTRICAL ROOF PLAN F.O.S. FACE OF STUD 4. COMPLETE MECHANICAL HVAC SYSTEMS. A4.02 ENLARGED ELEVATION WALL SECTIONS E3.01 ELECTRICAL LIGHTING PLAN - LEVELS 1 ,2 SHEET INDEX FP. FIREPLACE W. WEST 5. COMPLETE ELECTRICAL & LOW VOLTAGE SYSTEMS rid‘41--tP GENERAL NOTES & F.R.T. FIRE RETARDENT TREATED WC• WATER CLOSET 6. COMPLETE STANDPIPE SYSTEM AS REQ D PER SECT. 905. s A4.03 ENLARGED ELEVATION, WALL SECTIONS E3.02 ELECTRICAL LIGHTING PLAN = LEVELS 3r'� ABBREVIATIONS FRMG. FRAMING WD WOOD 7. ROOF TRUSSES % K�p � D E4.01 ONE-LINE DIAG RAM l''ROJ N®. FT. FOOT OR FEET • W/D WASHER & DRYER 8. PRE-FAB I-JOISTS % �' A4,04 ENLARGED ELEVATION, WALL SECTIONS FTG, FOOTING w,G WIRE GLASS 9. MECHANICAL UNIT BRACING A4.05 ENLARGED ELEVATION, WALL SECTIONS E4.02 PANEL SCHEDULES 20825 FUT. FUTURE • W.H. WATER HEATER �� /At �a. E4.03 ELECTRICAL DETAILS WP. WATERPROOF A4.06 ENLARGED ELEVATION, WALL SECTIONS GA GAUGE W/ WITH E5.01 ENLARGED ELECTRICAL UNIT PLANS 04`09'20 / G A4.07 ENLARGED ELEVATION, WALL SECTIONS GALV, GALVANIZED W/O WITHOUT �'v s}�, A4.08 ENLARGED ELEVATION, WALL SECTIONS E5.02 ENL. ELECTRICAL COMMON AREA PLANS z L. GLASS W.R.G.B. WATER RESISTANT GYP. BOARD I � E6.01 FIRE ALARM & ACCESS PLAN- LEVELS 1 2 U,G.M.U. GLASS MASONRY UNIT WSCT. WAINSCOT /4-4sr A4.09 ENLARGED ELEVATION, WALL SECTIONS , GYP. GYPSUM WT. WEIGHT +� E602 FIRE ALARM & PLAN- LEVELS 3,4 W.W.F. WELDED WIRE FABRIC . , A4.10 ENLARGED ELEVATION, WALL SECTIONS i H.B. HOSE BIB PLUMBING:H.C. HOLLOW CORE A4.1 1 ENLARGED ELEVATION, WALL SECTIONS Si HDR. HEADER A4.12 ENLARGED ELEVATION WALL SECTIONS P-1 LEVEL 1 - PLUMBING UNDERGROUND g H.M. HOLLOW METAL P-2 LEVEL 1 - COLD WATER MAIN HORIZ. HORIZONTAL A4.13 ENLARGED ELEVATION, WALL SECTIONS i HT, HEIGHT A5.01 ENLARGED PLAN - UNITS P-3 LEVEL 2 - OVERHEAD HOT WATER MAIN g P-4 PLUMBING DETAILS w PROJECT SITE A5.02 FINISH PLANS - UNITS I.D. INSIDE DIAMETER P-5 RAINWATER HARVESTING 5 INFO. INFORMATION A5.03 ENLARGED PLAN, CEILING PLAN, INSUL, INSULATION NORTH FINISH PLAN - COMMON ROOMS FIRE SPRINKLER: Z INT. INTERIOR A5.04 ENLARGED PLAN CEILING PLAN, FP 1 .0 FIRE SPRINKLER PLAN - LEVELS 1 ,2 ' JAN. JANITOR . FP2.0 FIRE SPRINKLER PLAN - LEVELS 3,4 6 A 0.0 1 JT. JOINT FINISH PLAN - LOBBY & OFFICE FP3.0 FIRE SPRINKLER PLAN - ATTIC g o 'tf+t z -,I c, , BUILDING CODE REVIEW _ :� rn - `` ;' Floor Area Chapter 7 -Fire-Resistance-Rated Construction Fire Alarm &Detection Systems(Sec.907) Manual alarm boxes not required throughout building when building 9, is sprinklered and the alarm notification appliances will activate co ilk At(Tabular area per floor-Table 503) 12,000 18,000 Allowable Area of Openings(Sec.704.8) Unprotected(w/sprinklers same Protected upon sprinkler water flow. (Exc,2,907.2.9) ° s ,� °�i;° __._ as Protected) :, r ;_ 4 � ; PROJECT 20825-The Knoll at Tigard DATE 08.25.2009 F(Perimeter fronting public way- 674' 674' 0-3 feet Not allowed Not allowed 907.9.1 Visual alarms to be provided in common&public areas c1 r 20'min. width) ° ° (not required in all units) '`', ��: -v Site Address 8485 SW Hunziker Building Official Mark Van Domelen >3-5 feet 15% 15% 12340-12360 SW Hall Blvd Sr, Plans Examiner Dan Nelson P(Perimeter of entire building) 674' 674' 25% ° 907.13 Auto Fire Extinguishing systems shall be connected to >5-10 feet 251° 25/° g g Y W(Width of public way-Sec. 506.2.1) 50'+ 50'+ >10-15 feet 45% 45% building Fire Alarm system if provided. Tigard, OR 97223 Phone 503.718.2448 If(%area increase due to frontage- 75%(9,000) 75%(13,500) >15-20 feet 75% 75% Building Code OR Structural Specialty Code-2007 Sec.506.2) ill o., >20-25 feet - Unlimited Unlimited Chapter 10-Means of Egress (IBC-2006) Is(%area increase due to sprinklers- 200% 200% l 0 0 Researcher Ben White Secrea increase >25-30 feet Unlimited Unlimited General Means of Egress(Sec. 1003) Means of egress is a continuous and unobstructed path of vertical } (24,000} (36,000) - and horizontal egress travel from any occupied portion of a building >30 feet Unlimited Unlimited 9 Y P P 9 Aa(Allowable area per floor) 45,000 67,500 or structure to a public way. A means of egress consists of three � o 0 Chapter 3-Use and Occupancy Classification Proposed Area per Floor 13,150 SF per floor Vertical Separation of Openings(Sec. 704.9) n/a(Exc. 2-sprinklered) separate and distinct parts the exit access, the exit and the exit c: Vertical Exposure of Openings(Sec. 704.10) n/a(buildings on same lot) discharge. Occupancy Groups(Sec. 302.1) R-2-Residential(Apartments) Ceiling Height(Sec. 1003.2) Min 7-6"in MOE system (7'-0"halls&corridors) is co. • B-Business (Offices, Conf Rm, Computer Rm} Total Allowable Area-(Aa x allow stories) 180,000 SF Parapets(Sec. 704.11) n/a per FSD, class B roof covering throughout A-Assembly,but classified as B occupancy(Meeting rm <750 Actual Occupancy Group Area/Floor 13,150 2,688 Fire Walls(Sec. 705) n/a ' Protruding Objects(Sec. 1003.3) 4"max.horiz. Projection between 27-80"above walking surface SF, Common Rm<750 SF) (largest Fire Barriers(Sec. 706) See shafts Means of Egress Continuity(Sec. 1003.6) The required capacity of a means of egress system shall not be X 0 diminished along the path of exit travel Total Occupancy Area 43,334 2,688 Shafts(Sec.707) Required at egress stairways,elevator, mech shaft(2 hr @ 4-story, Chapter 4-Special Requirements Construction Type Selected Type V-A 1 hr @ 3-story) i Mezzanines(Sec. 505) n/a Fire Partitions(Sec. 708) Req'd:Walls separating dwelling units(1 hr),corridor walls(1 hr) Occupant Load(Section 1004&Table 1004.1.2) �' 419.2 Walls separating dwelling units shall comply with Sect 708 -. 419.3 Floor/ceiling assemblies between units shall comply with Unlimited Area Bldg Provisions(Sec. 507) n/a Opening Protectives(Sec.715) Rated doors required at rated assemblies per 715.4 Room Name Occupancy Type Area Load Factor Occupants* No.of Req. Exits Sect 711 Incidental Use Areas/Separations(Sec.508.2) Laundry rooms over 100SF-provide auto fire-extinguishing system Concealed Spaces(Sec.717) Fire Blocking req'd in concealed locations including Double stud 1st Floor-North Residential 6586 200 gross 33 2 1.,.. , walls,partitions and furred wall spaces at Ceiling and Floor levels, 1st Floor-South Residential 4066 200 gross 21 2 Cit a 7 Storage rooms over 100SF-provide auto fire-extinguishing system and horizontally at max. 10' intervals. Also req'd in concealed Chapter 5-General Buildinq Heights&Areas Waste collection rm over 100SF(fir 1)-provide auto fire-ext.system spaces of exterior wall finish at max. 20'intervals(717.2.6). Office Business 178 100 gross 2 1 Allowable Building Height/Floor Area Accessory Use Areas/Separations (Sec. 508.3) Aggregate accessory occupancies>10 percent of floor area,therefore Draftstopping not req'd per 717.3.2 exc.1 (dwelling units)-Fire Community room Assembly 610 15 net 41 1 Occupancy Groups R-2(main B they are classified as individual occupancies(B)(not accessory) sprinklers per 903.3.1.1; Draftstopping not req'd per 717.4.2 exc.2 Kitchen Comm. Kitchen 180 200 gross 1 1 s1) occupancy& Non-separated Occupancies(Sec. 508.3.2) Occupancies are individually classified, most restrictive(R-2)shall (attics)-Fire sprinklers per 903.3.1.1 Comp/Conf Room Business 742 100 gross 8 1 Z o most apply for provisions of Sect 403 and Chapter 9 restrictive) Meeting Room Assembly 738 15 net 50 2 0 Allowable Area&Height Sec. 508.3.3) Allowable area&height based on most restrictive occupancy R-2 . g ( ) 9 P Y( ) Chapter 8-Interior Finishes Floor 1 Total 13110 156 2 . . Construction Types Type V-A Type V-A Separations(Table 508.3.2,3) No separation req'd between occupancies Min.Class Fire Rating 2nd Floor-North Residential 6500 200 gross 33 2 Height Special Provisions(Sec.509) n/a Occupancy Type Exit Encl.&Passageways Corridors Rooms&Enclosed Spaces 2„d Floor-South Residential 6615 200 gross 34 2 Allowable Height(Sec.503&Table 503) 3 stories(50') 3 stories(50') R-2(sprinklered) C C C Floor 2 Total 13115 67 2 ` Sprinkler Increase(Sec. 504) 1 story(20') 1 story(20') Chapter 6-Types of Construction B (sprinklered) B C C 3rd Floor-North Residential 6500 200 gross 33 2 < el 0 i t or to Total Allowable Height 4 stories (70') 4 stories(70') Fire-Resistance Rating Requirements(Table 601 &602) 3rd Floor-South Residential 6615 200 gross 34 2 Nvit c Proposed Height 4 stories(5.2'-O") Construction Type Type V-A Floor 3 Total 13115 67 2 Structural Frame(including cols.,girders& Chapter 9-Fire Protection Systems 4th Floor-South Residential 6615 200 gross 34 2 joists) 1 Hour Floor 4 Total 6615 34 2 Automatic Sprinkler Systems(Sec.903) Required where: Group R-2 occupancy all sprinklered, no exc. Exterior Bearing Walls(see also 704.3) 1 Hour Standpipe Systems(Sec. 905) NFPA 14 standpipe system shall be installed throughout where Interior Bearing Walls 1 Hour highest floor>30'above fire vehicle access. Exception 1:Class 1 Posting of Occupant Load (Sec. 1004.3) Assembly occupancy rooms/spaces which require posting of Non-Bearing Exterior Walls(see also 704.3) X<5 1 Hour 5<X<10 1 Hour 10<X<30 1 Hour X>30 0 Hour standpipes allowed in bldgs w/auto sprinkler system(Exc. 1, occupant load near main exit/exit access doorway: Non-Bearing Interior Walls 0 Hour 905.3.1) Required in every stairway above grade at intermediate Community Room, Meeting Room landing between floors. Floor Construction(including beams&joists) 1 Hour Roof Construction(including beams&joists) 1 Hour PAGE 1 PAGE 2 PAGE 3 PAGE 4 , 1 Minimum Egress Width(Sec. 1005.1 &Table 1005.1 Corridor Width (Sec. 1017.2) 44"minimum Natural Light(Sec. 1205.2) Min. net glazed area: 8%of floor area Watercloset/Urinals() 1 1 Stairways (inches per occupant) 4th floor:34/2= 17 x 0.2"=4"(Min width 36" 1009.1 exc.1) Corridor Dead Ends(Sec. 1017.3) 20'maximum Artificial Light(Sec. 1205.3) Min 10 fc at 30"above floor over area of room Lavatory 1 1 3rd floor-stair 1:22 x 0.2"=5"(Min. width 36") Corridor Continuity(Sec. 1017.5) Fire resistance shall be continuous from point of entry to an exit Showers/Tub - 3rd floor-stair 2:23 x 0.2"=5"(Min. width 36") Sound Transmission Ratings-STC's(Sec. 1207) Drinking Fountain 1 Required for group A occupancies 3rd floor-stair 3:22 x 0.2"=5"(Min. width 36") Minimum Number of Exits Sec. 1019.1) Per story: min.2 (occupant load <500 per story) Air-borne sound: Walls, Floor/ceilings separating Minimum STC of 50 for air-borne sound Residential Dwelling Units-Each Unit: One Water Closet,One Lavatory, &One Bathtub or Shower•( ) rY� ( P P Y) Units from each other or from public/service areas * g Y 2nd floor-stair 1:22 x 0.2"=5" (Min. width 36") P The required water closets, lavatories and showers/bathtubs shall be distributed equally between the sexes. The Buildings with One Exit(Sec. 1019.2) n/a q q Y 2nd floor-stair 2:23 x 0.2"=5"(Min. width 36") Structure-borne sound: Floor/Ceiling Assemblies Minimum lIC of 50 occupant load shall be composed of 50%of each sex. between dwelling units or Unit&service area 2nd floor-stair 3:22 x 0.2"=5" Min. width 36") Vertical Exit Enclosures(Sec. 1020) 4-stories;2 hr enclosure per sect 706 Other egress components(inches per occupant- 4th floor: 17 x 0.15"= 3"(Min width 32" 1008.1.1) 3-stories; 1 hr enclosure per sect 706 Interior Space Dimensions(Sec. 1208)(Habitable Space definition: Building space for living, sleeping,eating or cooking) largest load used) 3rd floor:23 x 0.15"=4"(Min. 32") P ( }( P g P g' P g' g g) Chapter 32-Encroachments into the Public Right-of-Way Ext.walls of enclosure rated per 704, 1 hr if unprotected openings Min.Width Minimum 7'for habitable spaces(except kitchens may have 3'aisle) Encroachments below grade(Sec. 3202.1) n/a(footings only if 8'below grade may encroach up to 12") 0 2nd floor:23 x 0.15"=4"(Min.32") Exit Passageways(Sec. 1021) n/a Min. Height Minimum 7'-6"for habitable spaces (Except bathrooms,toilet 1st floor g laundry , „) Encroachments above grade/below 8 ft. Not allowed (Exc.4"arch features&7'min to bottom of awnings) Z Exit Discharge(Sec. 1024) Directly to building exterior, max.50%through sprinklered level of rooms, kitchens, storage, laund shall be Min 7;-0 (Sec. 3202.2) --- North exit: 16 x 0.15"=3"(Min. 32") discharge Encroachments above grade/above 8 ft. Awnings/canopies: max. 2/3 sidewalk width if below 15'dr D East lobby: 9 x 0.15"=2"(Min. 32") Emergency Escape&Rescue(Sec. 1026) Not req'd in fully sprinklered bldg Access to Unoccupied Spaces(Sec. 1209) 1 inch per inch above 8' high, max. 4'for windows,balconies, etc. g Y P ( ) q Y P 9 (Sec. 3202.3) O West lobby: 10 x 0.15" =2"(Min. 32") Crawl(Sec. 1209.1) n/a Encroachments 15' or more above g r ade are not limited I South exit: 21 x 0.15" =4"(Min. 32") Attic(Sec. 1209.2) Min 20"x30"opening to attic areas with >30"head clearance Chapter 11 -Accessibility W Ce Comm Rm exit: 41 x 0.15"=7"(Min. 32") _..1 Meeting Rm exit: 50 x 0.15" 8"{Min. 32") Accessible Parking Required(Sec 1104.1) 2(incl 1 van)for<50 spaces Ca 0 Number of Adaptable Dwelling Units(Sec. All common rooms/facilities shall be accessible per Chap. 11 Chapter 13-Energy Conservation < 1106.1.10.2) All units shall be adaptable Element(per Table 13-A: Residential Bldgs) Prescriptive Path1 Proposed Design Q Means of Egress Illumination(Sec. 1006) 1 fc at floor level for entire MOE system g ( ) Y Areas of Rescue Assistance(Sect. 1107) Not req'd in fully sprinklered (supervised)bldg Max.Allowable Window Area Not limited C!G ci7 Stairways& Handrails(Sec. 1009) Min 80"clear headroom, Risers 4-7",treads 11"min. Max.Allowable Window Class Q O '� t- U =0.40 U =0.32 �R �y, � w Enclosures under stairways shall be 1 hr rated,access can not be Max.Allowable Door U-factor V from within stair enclosure Chapter 12-Interior Environment U=0.54 for max 28SF per Unit U=0.32 at Unit Ext balcony U=0.20 elsewhere U=0.20 all others U One stairway shall extend to roof in 4-story building Ventilation(Sec. 1203) Wall Insulation R-21 R-27 ~ o Ramps Sec. 1010) 1:12 slope, 30"max rise per run, min width 36",60"long landings, """� P { ) P P g g Attic(Sec. 1203.2) Min. 1"air space between insulation and roof sheathing Underfloor Insulation Q -� a ramps greater than 6"rise shall have handrails R-25 R-25(floor 1 overhang soffits) J Z Net free ventilating area-1/300 area of space Q o be ventilated with Flat Ceilings 1 perm vapor barrier on warm side and min 50%ventilation in upper R-38 R-38 ,J i Z space more than 3'above eave Vaulted Ceilings Exit Access (Sec. 1014) Roof Section Area Required vented area Strategy Skylight Class R-30 R-30 - 0 � � V Egress through Intervening Rooms(1014.2) Only where adjoining rooms are accessory to area served, not high- gY U=0.50 n/a Z Z hazard,&path of egress is clearly discernible (kitchen, rr's, comp (Area 1441300=area in sq in Skylight Area <2% n1a (- room @ Community room) North wing,west side 2,854 sf 1370 sq. in Contin. 2"eave vents&cap Basement Walls ventilators hi side of truss R-15 n/a ( �., V) Z h Common Path of Egress Travel(1014.3) Shall not exceed 125'(Exc 4: R-2 occupancy w/sprinklers) (min 685 sq. in. high) g Slab Floor Edge Insulation R-15 R-15 incl stem walls) = < '-` 0 U North wing,east side 3,726 sf 1790 sq.in. Contin. 2"eave vents&cap Forced Air Duct Insulation R-8 R-8 } Fa" a- 0 (Ni (min 895 sq.in.high) ventilators high side of truss ›.-Exit&Exit Access Doorways(Sec. 1015) Lobby 411 sf 198 sq.in. Contin. 2"eave vents high 1.••• ,--- Exit/Exit Access Doorways Req'd(Sec. 1015.1) 2 exits required from shared corridors in R occ.per occupant loads, and low side of rafters Chapter 15-Roof Assemblies and Rooftop Structures -- (min 99 sq. in. high) , 2 exits required for Meeting room (Occ. >49) Roof Drainage Sec. 1504) Min sio e 2% 1:48 South wing 6,271 sf 3010 sq. in. Cap ventilators high, mid& g ( ) _., _��( W�.___...-,. .,___...Y^ �... __�_.__. .._m-A_..-._._ __ __ D Exit/Exit Access Doorway Arrangemt(Sec 1015.2) Not less than 1/3 diagonal distance of room/area served where low on sin le sio a truss Min. Fire Classification(Sec. 1506&Table 1506.1) For Type V-A, min.Class B roof covering equipped with sprinklers(exc. 2- 1015.2.1) (min 1 505 sq. in. high) g P Exit Access Travel Distance(Sec. 1016) 250'for R occ. sprinklered Under Floor Ventilation(Sec. 1203.3) n/a Natural Ventilation (Sec. 1203.4) Operable window min 4%of floor area or 8% if through an adj.rm Chapter 29-Plumbing Systems O ._ Mech.Ventilation of Bathrooms(Sec. 1203.4.2.1) Shall be mechanically ventilated per Mechanical Code Use Group- Women* Men* Corridors(Sec. 1017) Assembly(Comm. Rm, Mtg room) 1348/30= 23 23 Fire Resistance(Sec. 1017.1) Occ. R,with sprinklers: 0.5 hour(1 hour req'd.per Sect 708) Lighting(Sec. 1205) Business(office, comp rm,conf rm,etc) 1 1001200= 3 3 PAGE 5 PAGE 6 PAGE 7 PAGE 8 CODE SUMMARY PRO,' NO. 20825 04.09.2010 z 0 2 2 c, a t- D O x 3 LU u D a O ae 0 w a I- O z 0 a LU x u m a 0, < I z O cc u c, ,-_ i 411 02 0 u r R �DPtiOFes EROSION CONTROL NOTES GENERAL NOTES �`��, �'"eF��a MATERIAL NOTES LEGEND �,� fT6O7 e 1. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS TO ENSURE THAT 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO 1. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, EXISTING PROPOSED DESCRIPTION ` fi SEDIMENT LADEN WATER DOES NOT LEAVE THE WORK SITE. THE CONTRACTOR THE LATEST STANDARDS AND PRACTICES OF THE CITY OF MONMOUTH AND MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, �� •'E ca SHALL USE ALL AVAILABLE MEANS TO ACHIEVE THIS RESULT. THE 2002 EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL REQUIRE ' �' l}- �a P�AND MUNICIPAL CONSTRUCTION" AS PREPARED BY APWA AND THE OREGON WRI TTEN APPROVAL FROM CITY ENGINEER PRIOR TO INSTALLATION. SANITARY SEWER MANHOLE �,S 12 , \,� 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, STATE PLUMBING CODE, LATEST EDITION. l S w\\- MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE 2. ALL ON-SITE WATER, STORM AND SANITARY SEWER PIPE MATERIALS, EXPIRES 6-30-2010 RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND FITTINGS SHALL CONFORM TO THE OREGON STATE PLUMBING SPECIALTY AND APPROVED, AND VEGETATION/LANDSCAPING IS ESTABLISHED. SCHEDULING ALL WORK WITH THE OWNER. CODE, LATEST EDITION. (s ‘l 0 5 u 1 STORM DRAIN MANHOLE w c,, 411 .3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN 3. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND 3. ON-SITE WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52, �' c) �; v CONFORMING TO AWWA C151. WATER MAIN BETWEEN THE METER VAULT CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR ,,, s~ . MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE TO COMMENCING CONSTRUCTION. AND BACKFLOW VAULT SHALL BE COPPER TUBING CONFORMING TO ASTM i- cr DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. B88, SILVER SOLDER, CATCH BASIN AREA DRAIN 4. ALL EXCAVATORS MUST COMPLY WITH THE RULES ADOPTED BY THE S 1 • CLEAN OUT ° 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR OREGON UTILITY NOTIFICATION CENTER, 4. ON-SITE STORM SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM INCLUDING NOTIFICATION OF ALL ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC OWNERS OF UNDERGROUND UTILITIES AT LEAST 48 BUSINESS DAY HOURS, D3034 SDR 35, OR HOPE PIPE (ADS 'N-12' OR APPROVED EQUAL) ,t.1 --- FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN CONFORMING TO AASHTO M252 W/WATERTIGHT JOINTS. ' V�� ! ? WATER METER „_, - �- AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE SI TE. EXCAVATION. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 X c 0. THROUGH OAR 952-001-0090 AND ORS 757.541 TO 757.57. THE 5. ON--SITE STORM SEWER PIPE WITH LESS THAN 2' OF COVER SHALL BE p., 0 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE INSPECTOR DURING TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS HOPE PIPE BACKFLOW W ATER VAULT Cd L RUNOFF OR SNOWMELT AND AT LEAST ONCE EVERY SEVEN (7) CALENDAR 503-232-1987 AND THE LOCAL "CALL 48 HOURS BEFORE YOU DIG DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 NUMBER" IS 503-246-6699. 6. ON--SITE CATCH BASINS AND AREA DRAINS SHALL BE MANUFACTURED BY < - N INCHES OF RAIN PER 24-HOUR PERIOD. LYNCH CO., INC. OR APPROVED EQUAL. 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ) FIRE HYDRANT a- 0 e 6. THE ESC FACILI TIES ON SITES INACTIVE FOR MORE THAN 7 CONSECUTIVE IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. 7. ON-SITE SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM Q. CALENDAR DAYS SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL UNDERGROUND UTILITIES D3034, SDR 35. WATER VALVE EVERY 2 WEEKS. PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY k.--4 GAS VALVE D z ISCREPANCIES TO THE ATTENTION OF MGH ASSOCIATES. POTHOLE ALL c 7. ALL STORM INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT FROM LEAVING CROSSINGS AS NECESSARY BEFORE CONSTRUCTION TO PREVENT GRADE ,-wrj i i GAS METER 0 Po THE PROJECT SITE. CLEANING OF CATCH BASINS SHALL OCCUR WHEN DESIGN AND ALIGNMENT CONFLICTS. UTILITY NOTES ° ' Z ,,. , CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. ALL CATCH BASINS AND 7,,_ CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE ;�s= TELEPHONE POLE 0 cam. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM 1. ALL WATER AND SANITARY SEWER FACILITIES AND THE INSTALLATION `'-°~,, CONTRACTOR OR HIS CREW. ALL 0.S H.A. REGULATIONS SHALL BE "� N SYSTEM. THEREOF, SHALL FOLLOW OREGON STATE PLUMBING SPECIALTY CODE t , SIGNAL POLE w co c4, STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. ,k,-:; , STANDARDS AND THE 2002 EDITION OF APWA WITH CITY OF TIGARD >�S£ ' ... 8. ALL AREAS DISTURBED BY CONSTRUCTION OF THIS PROJECT, NOT RECEIVING A 7 TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE INSPECTION DURING CONSTRUCTION. `4*',, UTILITY POLE c� ra HARD, DURABLE SURFACE SHALL BE GRASSED AND/OR LANDSCAPED A T . / USED AS NEEDED. THE CONTRACTOR SHALL ADHERE TO THE CITY OF SIGN ""� `N' °=` EARLIEST PRACTICABLE TIME. MONMOUTH EROSION CONTROL STANDARDS AS NECESSARY FOR EROSION 2. ALL TRENCH BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND C„ ,;: BACKFILL DETAIL. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH _~,__S. C CONTROL MEASURES. - " LIGHT 9. IN GENERAL, CONSTRUCTION SHALL PROGRESS FROM DOWNSTREAM TO UPSTREAM. WA ILR IS NOT PERMITTED. THE CONTRACTOR SHALL CONSTRUCT ESC FACILITIES IN CONJUNCTION WITH ALL 8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL ROADWAYS CLEAN ANCHOR ¢a CLEARING, GRADING AND OTHER LAND ALTERATION ACTIVITIES. AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. 3. CONNECTIONS TO EXISTING UTILITIES SHALL CONFORM WITH THE OREGON STATE PLUMBING CODE STANDARDS.. -- `�' 10. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING 9. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS ._J TELEPHONE RISER c M ' s�fds�ossti coo 0 E ENTS CONTRACTOR f_.~___: OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. THE TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 4• ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE MINIMUM 36-INCH gill o n o LOCATION OF THESE ENTRANCES SHALL BE COORDINATED WITH THE CITY PRIOR COVER TO FINISHED GRADE. TO CONSTRUCTION OR RELOCATION. ADDITIONAL MEASURES MAY BE REQUIRED TO 10. CONTRACTOR TO ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, """" " " �"' - PROPERTY LINE z " ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT CLEAN FOR THE DURATION ' S. ALL WATER LINES SHALL BE THOROUGHLY FLUSHED, CHLORINATED AND OF THE PROJECT. GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW TESTED IN ACCORDANCE WITH THE OREGON STATE HEALTH DEPARTMENT - �- 288 CONTOUR z GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF PRIOR TO ANY METER HOOK-UP SERVICE. °° I -4 cg,,7, CONFLICT OCCURS. a ,, 11. TEMPORARY EROSION CONTROL MEASURES SHALL REMAIN FUNCTIONAL AND IN EDGE OF PAVEMENT z PLACE UNTIL THEIR REMOVAL IS DIRECTED BY THE ENGINEER. THE CONTRACTOR 6. BEGIN LAYING STORM AND SANITARY SEWER PIPE AT THE LOW POINT OF z _�,' o 6 SHALL COMPLETELY RESTORE ALL AREAS DISTURBED BY REMOVAL OF TEMPORARY 11. MGH ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR ANY THE SYSTEM TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN Q "'~" DISCREPANCIES ENCOUNTERED BETWEEN THE CURRENT FIELD CONDITIONS E CURB -� Q © r: EROSION CONTROL MEASURES. REMOVED MATERIALS SHALL BECOME PROPERTY CONTINUITY OF INVERT. ESTABLISH LINE AND GRADE FOR THE STORM AND �- OF THE CONTRACTOR TO BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE AND THE INFORMATION SHOWN ON THE SURVEY MAP. THE CONTRACTOR IS SANITARY SEWER PIPE BY THE USE OF A LASER. __ SD __ X" SD > RESPONSIBLE FOR REPORTING ANY DISCREPANCIES TO THE OWNERS X" S� STORM DRAIN cu �' LAWS AND JURISDICTIONS. REPRESENTATIVE. 7. CON TRACTOR SHALL PREVENT SEDIMENT FROM X"S ROM ENTERING THE STORM X PERF: SD PERFORATED STORM DRAIN ° > > el 12. CONTRACTOR WILL PROVIDE TRUCKS THAT ARE WELL SEALED FOR DRAINAGE SYSTEM. TRANSPORTATION OF SATURATED SOILS/MATERIAL FROM THE SITE. A TRUCK SS X" SS „ SANITARY SEWER MUST NOT LEAK LIQUIDS AT ANY RATE GREATER THAN 1 GAL./HR. PAVING NOTES 8. CONTRACTOR TO MAINTAIN A MINIMUM 10' HORIZONTAL AND 18" VERTICAL SEPARATION BETWEEN ALL EXISTING AND PROPOSED WATER AND SEWER " 13. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE CITY OF 1. ALL PAVEMENT SHALL BE CUT S I HAI GHT PRIOR TO PAVING. EXISTING LINES. - X" V/ X W WATER MONMOUTH. PAVEMENT SHALL BE REMOVED AS NECESSARY TO PROVIDE A SMOOTH TRANSITION FOR BOTH RIDE AND DRAINAGE. 9. FOR CROSSINGS OF SANITARY SEWER LINES, THE OREGON STATE HEALTH _ X C GAS 14. SUPPLEMENTARY WET WEATHER MEASURES SHALL BE IN PLACE AND FUNCTIONING DEPARTMENT CRITERIA SHALL APPLY. BY OCTOBER 1 AND REMAIN OPERATIONAL UNTIL MAY 31. -- OHP OVERHEAD POWER 2. PAVING WILL NOT BE ALLOWED DURING WET OR COLD WEATHER, PER ODOT SPECIFICATIONS. -OF-/L' OVERHEAD TELEPHONE 15. SUPPLEMENTARY WET WEATHER MEASURES ARE IN ADDITION TO BASE MEASURES. BENCHMARK 3. CONTRACTOR TO INSTALL ADA WHEELCHAIR RAMPS AND SIDEWALKS AS SHOWN - G - OVERHEAD TELEPHONE 16. WHEN CONCRE I L TRUCKS ARE USED, A SHALLOW PIT SHALL BE DUG FOR ON PLANS AND ON THE DETAIL SHEETS. - T UNDERGROUND TELEPHONE RESIDUAL CONCRETE, AGGREGATE AND WATER. TRUCKS THAT RECYCLE THIS T. 1. SURVEY PROVIDED BY W.B. WELLS & ASSOCIATES, INC. DATED JANUARY 6, RESIDUAL BACK INTO THE TRUCK MAY BE USED IN LIEU OF THE PI 4. ALL CONSTRUCTION WITHIN THE CITY OF TIGARD AND ODOT RIGHT-OF-WAY 2009. ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM, - -~~ ~~~~~. m_ FENCE SHALL HAVE AN APPROVED TRAFFIC CONTROL PLAN AND RIGHT-OF-WAY BENCHMARK NO. 259. 17. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES PERMIT PRIOR TO ANY ON-SITE CONSTRUCTION ACT IVI TY. ELEVATION = 180.66 FEET. SHALL FOLLOW THE MANUFACTURER'S GUIDELINES AND THE APPLICATION SHALL 0 BE DONE IN SUCH A WAY TO MINIMIZE NURTRIENT--LADEN RUNOFF TO RECEIVING WATERS. Z 18. STOCKPILES SHALL BE LOCATED AWAY FROM THE CONSTRUCTION ACTIVITY AND GRADING NOTES ARCITECT/ENGINEER "? SHALL BE STABILIZED OR COVERED AT THE END OF EACH WORKDAY. ARCHITECT: 0 1. ALL SURFACES SHALL HAVE MINIMUM 2.0% SLOPE AND SHALL MEET EXISTING CARL TON HART ARCHITECTURE _ 19. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE SHALL BE CLEANED GRADES SMOOTHLY AND EVENLY. MAINTAIN CONSTANT SLOPES UNLESS 322 NW 8TH AVE UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE OR PROPERLY DISPOSED. OTHERWISE NOTED ON PLANS. PORTLAND, OR 97209 --I 0 (503)206-3174 m 20. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING EXISTING SITE AND DRAINAGE CONTACT: BEN WHITE ta 'Q a . SHALL BE INSTALLED BEFORE ANY LAND DISTURBANCE. PATTERNS AND PROTECTION OF EXISTING ENGINEERED DRAINAGE FACILITIES. a c .e w at ENGINEER: Q GIG < `n 3. CON TRACTOR SHALL EXERCISE CARE IN ALL OPERATIONS TO PROTECT EXISTING MGH ASSOCIATES, INC. C„� UNDERGROUND UTILITIES. ANY DAMAGE RESULTING FROM THIS WORK MUST BE 104 W. 9TH STREET, SUITE 207 �° 's-' SEDIMENT FENCE NOTES RESTORED AT THE CONTRACTOR'S EXPENSE TO THE APPROVAL OF THE VANCOUVER, WA 98660 1'"'"" ! ' OWNER'S REPRESEN TA TI VE. Q V (360)750-0399 F- W � 0 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE 4. CONTRACTOR SHALL REPLACE AND RESTORE AREAS NOT SCHEDULED FOR CONTACT: MARTHA WILLIAMS, PE .4° a LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE CONSTRUCTION TO THEIR ORIGINAL CONDITION AND TO THE APPROVAL OF THE DAVE HUMBER, PE J 0 - Z .J 6" p.,4 U NECESSARY, FI L TER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT OWNER'S REPRESEN TA TI VE. 0 V) Z POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON GRADING 5. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS W nE D AND EROSION CONTROL SHEET. ADJACENT TO EXISTING TREES IN ORDER TO MINIMIZE DISTURBANCES TO TREE ABBREVIATIONS he Z Z i- ROOTS. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AS AD AREA DRAIN LU H- > Z 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS INDICATED ON PLANS OR AT DRIP-LINE OF EXISTING TREES. SEE TREE WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET PROTECTION SPECIFICATIONS AND NOTES. NO PARKING VEHICLES UNDER TREES. CB CATCH BASIN = APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. COT CITY OF TIGARD 16.. 0,,, CO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF COTG CLEAN OUT TO GRADE 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE DDC DOWNSPOUT CHECK DETECTOR VALVE CO EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE PROJECT AREA. DISPOSE OF DEMOLISHED ITEMS OFF-SITE IN A LEGAL DS DOWNSPOUT - C�0 BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. MANNER. EX. EXISTING FDC FIRE DEPARTMENT CONNEC770N D 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED 7. ACTUAL LINES AND GRADES OF EXCAVATION SHALL BE STAKED BY QUALIFIED FN FIRE HYDRANT SURVEYOR, BASED ON DIMENSIONS AND BEARINGS AS SHOWN ON THE PLANS FS FIRE SERVICE LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED H HEIGHT ON THE DOWNHILL SIDE OF THE SLOPED AREA. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN OREGON. GV GATE VALVE 0 8. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLE LIDS, VALVE BOXES, ETC. TO MH MANHOLE U 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR ODOT OREGON DEPARTMENT OF TRANSPORTATION USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN FINISH GRADE PERT PERFORATED PERMANENTLY PROTECTED AND STABILIZED. R RADIUS SD STORM DRAIN 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER SS SANITARY SEWER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY TB THRUST BLOCK REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. THE TRAPPED SEDIMENT SHALL TYP. TYPICAL BE REMOVED BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE W WATER HEIGHT. WM WATER METER SHEET INDEX CO.O CIVIL NOTES CO.1 DEMOLITION PLAN C1.0 PAVING AND LAYOUT PLAN C2.0 GRADING PLAN C3.0 UTILITY PLAN CIVIL NOTES C4.0 CIVIL DETAILS C4.1 CIVIL DETAILS C4.2 CIVIL DETAILS C6.0 EROSION AND SEDIMENT CONTROL COVER SHEET C6.1 CLEARING EROSION AND SEDIMENT CONTROL PLAN C6.2 FINAL EROSION AND SEDIMENT CONTROL PLAN PROJ NO. C6.3 EROSION AND SEDIMENT CONTROL DETAILS 20825 FOR REFERENCE ONLY C5.00 PUBLIC IMPROVEMENTS - COVER SHEET (ODOT) 04.09.201 0 C5.01 PUBLIC IMPROVEMENTS - DEMOLITION PLAN (ODOT) C5.02 PUBLIC IMPROVEMENTS - SW HALL BLVD. (ODOT) C5.03 PUBLIC IMPROVEMENTS - SW HALL BLVD. (000T) C5.04 PUBLIC IMPROVEMENTS - ENLARGED PLANS AND TYPICAL SECTIONS (ODOT) 05.05 PUBLIC IMPROVEMENTS - SW HALL BLVD. PLANTING PLAN (ODOT) C5.10 PUBLIC IMPROVEMENTS - COVER SHEET (COT) C5.11 PUBLIC IMPROVEMENTS - NOTES (COT) 05.12 PUBLIC IMPROVEMENTS - DEMOLITION PLAN (COT) C5.13 PUBLIC IMPROVEMENTS - SW HUNZIKER ST. (COT)) C5.14 PUBLIC IMPROVEMENTS - SW KNOLL DR. (COT) C5.15 PUBLIC IMPROVEMENTS - ENLARGED PLANS AND TYPICAL SECTIONS (COT) C5.16 PUBLIC IMPROVEMENTS - DETAILS (COT) C5.17 PUBLIC IMPROVEMENTS - PUBLIC WATER IMPROVEMENTS (COT) 05.18 PUBLIC IMPROVEMENTS - PUBLIC WATER IMPROVEMEN TS (COT) 05.19 PUBLIC IMPROVEMENTS - PUBLIC WATER DETAILS (COT) 05.20 PUBLIC IMPROVEMENTS - TRAFFIC SIGNAL LEGEND C5.21 PUBLIC IMPROVEMENTS - SIGNAL MODIFICATION PLAN 05,22 PUBLIC IMPROVEMENTS - LOOP DETECTOR PLAN C5.23 PUBLIC IMPROVEMENTS - STRIPING PLAN C5.24 PUBLIC IMPROVEMENTS - POLE ENTRANCE PLAN \ , r coso ,. PROT �� "�G1NEF- /l .. i,,071 ' g . ‘ ' ' ' i ' G.• +R GO h Vj t), 1.- Q-- 12 , \ FILTER FABRIC MATERIAL USE STITCHED LOOPS EXPIRES 6-30-2010 36" WIDE ROLLS FILTER OVER 2"x 2" POSTS FABRIC mail • , ■ MATERIAL _- / .. $g1IOOI _ �u "c 411 a� a rtw ' S.it .:-,T z. Fr" .1m.........,wiitc.42,16„--=;--= Z: Mill f 1_ ,, CONTRACT ION JOINT frtihiq— ca 6 ' OFF CONCRETE _ _ - ii...- C3 4 ' - O a c! PAVEMENT M 'iit,P C :a , i ° X- :_^ Cy � -\ R0 0 CO J\ itiVrileirdaitalaraMir /// )\\ :\ \ J•O 0 0°o 0 0•00 0°00 0•00 O•o°O°o 0 0•00 0•00 0•0o 0•0 u 0°0o0•00 0 e 0 O•o O ✓ J� / 0:,]°Q°p°3o°Oo°0°o°Oeo°Oo°Oo°Oo°O.O°U°o°P°n°P °O° °O°O 7°o°Oo°Oo°Up°G°o°O•p°0•p°O°o°Op°Op Qp°°°o°O.o O.°p °p U' 6' MAXIMUM SPACING ' 0 rMNws .„--c,-,..040-00-0 o°Oo° o°Op°OO p°Op°Op J°G 0 0°G o O°O o 0°00 0°00 0• ]U.,.p b O°o a O°p a O°o O O O O°o a O.°0 0°°p G O e p O 0°p O°O O°°o O•°o D°p O a°o,,a p 0 e° O+o P p°O e o P:0°°p°0 p e o P e O p e O p o p e O p e p P°0 p.o o°Q p a p P°Q p P e O p°o p a O p o p P e Q p•o p e Q p< et C .p Q.p°O+p°O.o°O.p°Q. O•a G•O O•o O•O O•O O e o O•o O.p Q a p O. a O°o a Q o p_°Q o p t o o_a Q°o a o o°O°a o a O°o°O.o o°O o o a O o o >O o o°O e n 0°Q°°o°O° O FRONT VIEW SIDE VIEW G , - ; \ \ � �\\ '\/�// � \�\�\��">\///\� .\ \' '\ \\ \.. , N TS NTS cv� ,�� '„\ /�\ , /" /\/\„,, „,/`/�\/J/\l/�,„ -,„ \ „\, 18” OF 3/4"-O” AGGREGATE BASE I r,41 ■ ANGLE BOTH ENDS OF FILTER FABRIC ■ NOTES: < N `1' COMPACTED SUBGRADE FENCE TD ASSURE SOIL/SEDIMENT IS TRAPPED = c) 1. BURY BOTTOM OF FILTER FABRIC 6” C 'r'' (TOP 12" TO 95%) < „„ <N� WRAP POSTS <,,,,,, a) 4- 2. VERTICALLY BELOW FINISHED GRADE. Z > ..w... o / NOTES: • ■ 2"x 2" FIR, PINE OR STEEL O o 1. CONCRETE SHALL BE 4000 PSI, SLUMP RANGE 3" TO 5" + ta 3, FENCE POSTS. STITCHED LOOPS TO BE �'" �` oil 2. INSTALL CONTRACTION JOINTS AT 10' D.C. BOTH DIRECTION. INTERLOCKED FLOW INSTALLED DOWNHILL SIDE OF SLOPE. Up' Cll. col 3. AGGREGATE BASE AND THE UPPER 12" OF THE SUBGRADE SHALL BE 2"x2" POSTS DIRECTION, TYP. -� . COMPACTED TO 95Z OF THE MAXIMUM DRY DENSITY DETERMINED IN W/ ATTACHED FABRIC 4. COMPACT ALL AREAS OF FILTER Eg C (Ng ACCORDANCE WITH ASTM D1557, FABRIC TRENCH. < N CI TOP VIEW ca LO NTS ill HEAVY CONCRETE PAVEMENT SEDIMENT FENCE NTS 0 NTS m;m S31VIDOSSV O CO O w O r: O M rn d w_ IIII dam u.i O� t1 zr 1 r'1..:ryu.: z BACKFILL TO ,� L' 4v , TOP OF CURB 6" as z CITY WATER DEPT STANDARDS PLUMBING CODE 6 EXPOSURE Q -mail -ell Q x,•03 .. ,...•. �-� -�'S. 40 t ,;;�%�,��\/� AC PAVING °� �_ CITY APPROVED . / \ THRUST BLOCK c, Q- �. 0 \ w , e'l . itj `_ O V i I 0,, �L` 'BACKFLOW DEVICE '< <2 RETAINER GLAND ,,.� FLANGE COUPLING �~�-Q . :.Q. ..� ca oG.p,.o g400.°p.°�op.o� ADAPTOR ¢� A r- o• °°'°° :s:� a.• ° a °° f p . WIDTH VARIES :$ r� "a °P A- a� F'. : ,, d o o°° -�-=" (SEE ARCH. PLANS) FLOW .:=� -=. i.;r , 111 12" MIN ��/ a a r A °c I a' C ° °; EDGE 4" CD a■■(tl■■■■I!�.-�t,Irlf�►1II11r�ffsil{�.-ft, '0° THICKENED E CONCRETE SIDEWALK MEGA FLG �►° ; ��!' !;I � Ij;•v1 _- ; 3 � ",,�.i:. J�, °�' ,> ° °°I lilltri:. r:' , FIRE DEPARTMENT ' �,F o� ��c- o'0°°9: .f, PER PLANS FLG OR EQUAL tzeg;. # -, CD e ? a C�'�° �c.�� as CONNECTION RADIUS = 25 MIN. e`�' °��P 9 6"M I R_I_I'; '\ OPTIONAL AT THIS , IIJ cam``' �``�' " 4"-4"—0 AGGREGATE BASE _..a 2'° 24" U ,. LOCATION 8 T� ��' ° ' ` \ OSHA APPROVED LADDER 24 MIN P ° a a CLEAN PIT RUN 1) /,, `/. '', ¢ . ¢ L. ♦ %-''<�/\if\ WITH ALUMINUM LADDER = - OR 2" GRAVEL ��'� ,�. � � �' L ;\'�\ �^�;00 as "` \\ ,� C °t c °� c °0 a ° op°O^°p�j`�/l\I. � EXTENSION BY UTILITY ,� - � ,%� ° °� °��`°\ ' ; :°�°•-.„ 0!f STANDARD CONCRETE CURB COMPACTED CONTRACTOR TO SEAL ALL ,,<,/GEDTEXTILE, AS REC�UIRED \� °° "° ��„ \ ,*\ SUBGRADE PLAN OPENINGS IN VAULT WITH NTS ``` 5 NON SHRINK GROUT PRIOR 2" OF "--4 AGGREGATE BASE TO BACKFILLING *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 3" MIN. 6" MAX. l n DRAIN TO CURB OR �.1 GROUND LINE -.� I L DAYLIGHT NOTE: TEMPORARY GRAVEL ?�Y% . / ;, 1. CDNCRETE SHALL BE 3000 PSI, SLUMP as :4' 4 t: \ 1'. - _:_ '` V;' � RANGE 3" TO 5" I r, MIN CLEARANCE CONSTRUCTION ENTRANCE y � , O ON OPENED . ,. ,�' , , `-�;: OS&Y VALVE ' IN LANDSCAPE oc M cx EGA FLG OR EQUAL , I ,I _ �` _� 11.1 1? ' i ,�; GRASSPA VE 2 POROUS O INLINE CHECK VALVE c r,, C�3 : ., ° .. .tt CI I I 46 \- A SIGN OR 20-68 _ `'��•--�' /�� '\`- " PAVING SYSTEM ° SIGN OR 20 6B N ..;,, ,-x x,,,,,„ MANUFACTURED BY Q �� ■■■ �v..�■ r.. ■ iii ,/ / `` ' Z; INVISIBLE STRUCTURES C� n CONTRACTOR TO INSTALL 1 Nrii ll iiIII I 1 RODENT ` �%,� -^-,,,,' `: " CONCRETE BALLAST 3 CU. YD. ° �J 5 _6 OR as as SCREEN , Q j� STAN D ON `` ° �'. '�� TURFSTONE� POROUS � V Z MIN. WHERE FLOODING OR • • . ► ` /- `` ,\, ,+f PAVING SYSTEM 4" CONCRETE ft -- w _ ��I CONCRETE ` - ': ''.__ ;e-''' STE .. 1-- HIGH GROUNDWATER EXIST---- b� (,_..,--\_ ¢ . - / .. <�<' :�•.,. �ti� as (TYP.) .____ DRAIN TO DAYLIGHT OR CURB . . 7),,,/, \r---N- MANUFACTURED BY SIDEWALK 6 H . D INSTALL ,; ;` UNI BL DCK NSTALL SUMP PUMP - �•4;. .,��;may;- �'��' .��.�f'. �'.�"` CONTACT CITY FOR ,- „ ,' .".-- 2% PARKING WITH D.M.V. PARKING WITH D.M.V. - -,'\ - ELEVATION PUMP SPECIFICATIONS ° - , 5G ° z N �t t:,,, !I 1 i( �t:j,�^ljr j . i!11t if/ \ < <_ , DISABLED PERMIT ONLY DISABLED PERMIT ONLY ,, 3,,. ,t , \,, ,. ,;!j„',,Jt ,I. SAND OR FINE `° t,>:ij�� t.�i,v',i'r t':,��i.l,;\.•�.t;;t,,lt,/,41' \°�:,',""',':..:-',:•;:.°,-,;,--4;,..-0:,.--...:.-° r {” ° 0_ GRAVEL BED PER a a.�. a. a° O°° o [:.°°0.- ,,,;,°°a.°°O.°°c.°`a. Z VIOLATORS SUBJECT TO VIOLATORS SUBJECT TO ° ` -`~ I L��--�._�� ° ° ° FLUSH a �.- /,,. / %-, , �, ° .;, 7" _ , MANUFACTURES ,, , \ '\ .. . . \ / . , ;:,x.,,,,r,.. ,y,eg; :e'., _. 1...,: /`' i�� \,•`' \J\ ',\\\/ • \.'. ./\, `. -".\ Tk �'°f�T a''4Y.,,i,:V�:F,F ry s,d..:��'`i'si'�'.. 12 MIN CONCRETE °.; e r'° °n ° , .:/ ,�,. D 24" MAX TOWING UNDER TOWING UNDER - _ a •o,°°°°°°a,.. ° ° RECOMMENDATION %"�:' t� CURB ° a. o °a•oLO,. Z FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM ` „ ,o0.0°:-.)°,0,r c i ° ;, ez .°°{ .°° °° �'n,. - ORS 811.620 AND FINE ORS 811,620 AND FINE a ° ° /J;! ; . a a O° °� °a fa fa \,f\\;�` °°e °a '�.°`c,. c. I 6 MIL IMPERVIOUS .°°°Q° a ,G,°° O 2” OF -D `::J: , a�° °°ot:_�._..,�.�r;° -A,;-<- W I- 'j Z UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE °° °° ° 18" AGGREGATE `/,/` ', �'. a.�,. ;;\r,c;',`,,, ce O SIZE WITH F.D.C. WITHOUT F.D.C. OR *EQUAL UP TO $470 UNDER UP TO $470 UNDER °°° =,� ° BASE ROCK PER °°°°°"° °°a. ° ,;;',, LINER WHEN a a c° ° a ° P' AGGREGATE BASE i \,°a. °ti. °,,°"o° i\ \\ % ADJACENT TO =;Y>t°---= - ,.°°°.°°a.°°a.° 4 676—WA 577—WA J-5AL ORS 811.615 ORS 811.615 ° PAVING vn °°° °°°°° ,, NOTE1. COMPAC SUBGRADE i °a _ � °=°.°t\ 0- In 6 GB7 WA 670 WA J ,,AL } / o .°c.°°`', L 0°° ,\. ,,\,,\\ ,\ , , U °°° STANDARD CURB "i" 8 u10G LA C87 WA JD-3AL a °o° /'`/ / f , 10 secs �.,o► �zv� LA JD—�nL '� °° ; '' ' J ` ��' \ WOVEN * CITY ENGINEER APPROVED EQUAL /\ ;\,/-;;;%J`\,';-\;.; /;\; J`' `; ,," f,\,,� POLYPROPYLENE VAN-ACCESSIBLE .,;�r;��:' �• ':�\'�� :;�, s': .,;.•' .'\ ' ,. Z SIGN OR 20-6D %</: / ; />, �� %r;,/ i% GEOTEXTILE APPROVED BY: % ` FABRIC I CITY OF TIGARD N O SCALE OREGON AGUSTIN P. DUENASa I°.E• NOTE: CAaPITiu•CON+IBUCTIONANA DOUBLE CHECK DETECTOR VAN ACCESSIBLE STANDARD COMPACTED 1. CONCRETE SHALL BE 3000 PSI, SLUMP I ` �; TRANSPORrATIONDIVIBON CM'ENGINEER QWG• N©• SUBG ADE 133ZS . .I�tila.s[.Vn. NOTE: RANGE 3" TO 5". 0 �rlr ,OUEGit JULY 2009 VALVE ASSEMBLY u flGARD, VOICE:(03)639-4171 1. AGGREGATE BASE ROCK SHALL BE EITHER 2 1/2" — 3/4" AT STANDARD 1 CURB FAX: ,,, DATE NOTE: CRUSHED, WASHED GRAVEL (AASHTO COURSE AGGREGATE 1. VERIFY CURRENT FINE AMOUNT PRIOR TO MAKING SIGN. NO. 476) OR 1 1/2" -'- NO. 8 CRUSHED, WASHED GRAVEL (AASH TO COARSE GRAVEL NO. 57) Ei_c_ EIRE SERVICE VAULT ACCESSIBLE PARKING SIGN POROUS PAVING /` 47, CONCRETE SIDEWALK , NTS 8 NTS NTS 1 NTS CATCH BASIN GRATE c>.C1: /7--j" IIE. ''‘ ,K‘\'<=:.,( %(:‘,;,,.<,:"</.;•<.;-„,(::,,�\\ c t ce` ` ,`, r)\ \/! E i /, ' � . 4 � - \ ,�� ; se BOLT TO POST :y%,, <, ��\ � \\ , ,///. BASIN y " 3 s OF CLASS 1/2 a DENSE,BAR WM \! . ~, 1 LEVEL 2, HMAC MAC (1 LIFT) ..,/-\,/2,', � , SUSPENSION 4 FOR BAG CIVIL DETAILS s: .' . REMOVAL I"\., 4� -; CATCH CORDS/PODS x ACCESSIBLE PARKING OR • ; r .„.,,,,,,,A,� ` 33 z� � " ^ J r tit z ' a: 7a:si BASIN Y. ,♦;;O ♦.y'. ♦ -yy�., VAN ACCESSIBLE PARKING >, t,.; n . fi Y , �d A . .4 , ,, ,10 v ° C� a C J J ° Ov ° O J ° O : G ° C 1 ° O 0 1 ° O Cu O n v ° O a 6 SIGN PER D TL. 8, THIS. OVERFLOW 1 1. ° f1ru c 0 O O O O L n 7a Q' SHEET n ° n ° °°O o O u U ° u U oO ° n U ° O a 3 a O o O a.. a x ° -. ax1x Z f • PROD NO -0 . 0 -0 . 00,. O d o o 0o o c G ° o o a o a GEDTEXTILE FABRIC o ' r$ FILTER SACK ` � � ° o a a o a � �RU$$ER BLOCKS ! 2 SCH 40 GALVANIZED�ti-s. ♦m ° c O O o O G o o o O O O � 0 O:a *.S.18:10+1.0.7419...4 e • 20825 .,` : ♦ 4: 4 3 STEEL PIPE • +� ` ` d e < f . . / r: / <,,,,,,,.., / f' � o EXPANSION EXTENTS OF CURB 's(.(//,'"</\:::\/ \- \ \ \ \ ;\s,;\ ,� /�\>\, \\��. \\;;� \/\, .,,, , , ' ,/,° `a. RESTRAINT o a dQ LIMIT AS SHOWN 04.09.2010 4 18" CRUSHED AGGREGATE BASE 1; i 45° TAPER ON PLANS 45` TAPER ','''.-"1. a p Y ` 4 a FILTER SACK� i i=1: . a da ° .e • ' ri. ii I F-'; ¢ . ° S e COMPACTED SUBGRADE < •. . a e a .- ; < 4 --. ; a d a �;�I� ,:f ,^ FOOTING DETAILS TYPICAL FOR r- ; . NOTES:STORM PIPE r11; -1 p '` ALL POSTS ' u c ` = G . ° ° U ° J ° ° ° o °° ° o °o ° • c �O a p oo � • o ° 1. AGGREGATE BASE AND THE UPPER 12" OF THE JjS1 lif, ° o. ° ° r ° ° ° -° . °�° • o. ° V op ° .✓: = ' 1 .ii 0 °° . „, 0 0 ° c° o° . o o o ° o° G � � °° SUBGRADE SHALL BE COMPACTED D TO 95Z OF I— l-„ � d ° °a 0_ o . n ° ° r = . c ° : d p°= r I T S L INSERT SAC 3" MIN. CLR. - - t NOTE: LOCATE POLE AS SHOWN y _; 1,--Ti f t -, ;- I- , 1-1 !; !;�! ,=_ 1!}- 1-___ �� - , !:,F - I; ':,' ,�, .-;j I- ;:, THE MAXIMUM DRY DENSITY DETERMINED IN °#=±' i-='T _ ACCORDANCE WITH ASTM D1557.VIEW SIDE VIEW 8" IN LAYOUT PLAN -I _ MIN. 2. AC PAVEMENT SHALL BE COMPACTED TO 91Z NOTE: EXTRUDED CURB FULL DEPTH CURB OF THE RICE DENSITY OF THE MIX. REPLACE BIOFILTER BAGS WITH INSERT SACKS AFTER THE FIRST LIFT OF PAVING. Eli) FILTER FABRIC INLET PROTECTION ACCESSIBLE SIGN POST CURB TAPER TYPICAL. PAVEMENT SECTION NTS NTS NTS 110 NTS . C4 . O , c*_\) PROT . - GENERAL NOTES 7.,071 ,. fill I) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4667; SCARBOROUGH, ME (877) 907-867G; - •REGON o� LINTHICUM, MD (866) 740-3318. _ . "'' !k �},� �� 2) FILTER CARTRIDGE(5) TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF ?'4 12 , ��\ AL NOTE 8) CARTRIDGES. ACTUAL NUMBER REQUIRED TO DE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. S. 4 ' 3) PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478. DETAIL REFLECTS DESIGN INTENT 48„ 0 .. 4 ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING, EXPIRES 6-30-2010 7✓ 4a » •... 4) STRUCTURE AND ACCESS GONERS TO MEET AASHTO H-20 LOAD RATING. _. 5) FOR LOW DROP CARTRIDGE, DROP REQUIRED IS 1 .8', FOR 18" CARTRIDGE, DROP REQUIRED IS 2.3', FOR 27" CARTRIDGE DROP �, . w o- it /�/, ��>,v REQUIRED IS 3.05'. MINIMUM ANGLE BETWEEN INLET AND OUTLET I5 45°. < ° ; Ii>�il��Iil{{; 6) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED �,,, .. • 4171:0 I' "\.#10,0- /,� ' _'■"�� WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED 1�1e:41' %° '" FROM OUTLET" STUB AT MOLDED-IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM 0 4 IE- INLET PIPE ='. 4" PVC BACKFLOW G. a PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNCO OR EQUAL AND FLAPVALVE ° 0 o° ' 8"/12"O HDPE OUTLET 0, .,...` (SEE NOTES 5 * G) 1 PROVIDED BY CONTRACTOR. = ' •B•:. ' 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTECH I— c �' •• •' STUD (SEE NOTES 5 * 6)/ STORMWATER SOLUTIONS FOR OTHER OPTIONS. • 8) ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET r \ c3 '� AROUND THE PERIMETER OF THE STRUCTURE. \�/�`�i�\� ` f, / j ,,„„ /777.\,.,„.17•;I:E'Z'>/E?"/Wi...::\A' , cp PROffs , N 'INAG1.1,1:f.4) &-. I PROPERTY , fi LINE ',,.. ' OREGON . ',446 Ii 2`4 fel 12 1 4, \ ■r. ,..L\ i \ EXPIRES 6-30-2010 \ L PLUGGED CROSS WYE PLUG OR CAP I " I'Ll °.' E /,,,,,,,,,,,,,/,,,,,,\ • ,,,, , , , , , , , , > \\,,/ \.1.-, \,;;,.,: driL..&-.\,.;\--\ ",4,%..4..,Ake...4,14AA,A4\ ag C) 0 ',te, l'iretA-14/4., / SIIIIIIIIIEIF 1111111 WV 111111+11. 31111101.01111118 ,>, 111111111111111111111111111e \\Y t'-' T, 0- '-- \/\\ L.--- II..... 0 -- - .7.73 . '' t' ..c_ 0 c c t47. '-i'\\\ '). d . ,, I \•,,,e,"* .%V.',/ ).>'>4,Y/"/,'c, S,•< I %,/ STANDARDC-4) ,,,,,- 4,\\/. o 0, 'Pr .,..., \ \\f\ CONCRETE C4.0 LU D .... (1)-) 4 4, -, . / , i \\ RETAINING WALL CURB L // ° PER STRUCTURAL - , \X 8 9 STANDARD 0-, PLANS 4.50' 4.50' o BEND PLUGGED CROSS TEE \\'\, V / \ C4.0 C4.0 ACCESSIBLE - - 1 PARKING SIGI\1---- 4,0 36" . 4 ' (,) .0 .......- 44 I ,,..* %,',■,..., , , 1 • .\+ 40011. . . ce c et, _ -.4■4, ,,,, -III 4.i. RIC 01 f:*".■//% r/ \\\>\ 0 - 1"4 _ ":. < 4 Iii I I I ENE \t, *A.:\' A .:-.* / /A, cv ,4 N'' 101111111E 4,f.- A N4Pt/';' / I / / ,-, Aik inim An ' \*.40 .....,„ ,y4441 -01: ,„,s,, .>, .), -- ,..$,.., \-- /. v 4, -' Ol'>'/ '7 ;z,... ,O. \ 'W s%'''' 4" PERFORATED ,,. L RECYCLED PIPE 0 - 0 •o • PLASTIC \r) P < 0, CONCRETE THRUST BLOCK SCHEDULE WHEELSTOP \\ II = c tO) ii - 0" WASHED o . Ake . N L (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) L o 6" MIN. ALL SIDES o 010 ° 0 . c- > A_______A, 4 ' 1 E 7c:) 0 FITTING TEE, WYE, 90' BEND TEE PLUGGED VERTICAL L. 'I: 45* 22 1/2' 11 1/4' VOLUME OF THRUST BLOCK o - A • - s, STRIPE 0 c,1 SIZE PLUG OR OR P cLURGOGEssD ON RUN BEND BEND BEND BEND \ \ \ 4 ACCESSIBLE (INCHES) CAP AN cr.-2.00' (NI C4.2 PARKING Lu c0 C\1 i FIT77NG 45' 22 1/2' 11 1/4' TYP. 04 1.3 1.9 2.5 1.9 1.3 - - SIZE BEND BEND BEND NOTE: EMBLEM 0-1) -a 06 2.8 4.0 5.7 4.0 2.1 1.3 - 4" 1.1 0.4 0.2 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TO CONNECTION POINT 30'1 ' ad C C`il 2. CONTRACTOR TO LOCATE WALL DRAIN NOT TO ENCROACH ON NEIGHBORING ..... I_ c()) 08 5.1 7.1 10.1 7.1 3.9 2.0 1.3 6" 2.7 1.0 0.4 PROPERTY. 9.00' 8.00' 9.00' < 04 cy. ._ 10 7.9 11.2 15.7 11.2 6.1 3.2 1.6 8 4.0 1.5 0.6 " FINISH GRADE 12 11.3 16.0 22.7 16.0 8.8 4.5 2.3 12 8.5 3.2 1.3 14 15.3 21.7 30.7 21.7 11.9 6.1 31 16" 14.8 5.6 2.3 1. ) WALL DRAIN 1‘ 6 ® ACCESSIBLE PARKING LAYOUT .(2 16 20.0 28.4 40.0 28.4 15.5 8.0 4.0 VERTICAL BEND -- iir///////7 ////// NTS al(71 cn al NI cr) FITTING ROD EMBEDMENT C31,V,)055,f (:)00c). 18 25.3 36.0 50.7 36.0 19.5 10.1 5.1 SIZE SIZE BEND Z 1..n',-LA -IP -2 20 31.3 44.4 62.7 44.4 24.1 12.5 6.3 4"-12" #6 30 Cs en 0 trs CI t.0 *‹ w on irs rn 24 45.3 64.0 90.7 64.0 34.9 18.1 9.1 14"-16" #8 36 GUARDRAIL PER 3 "I , Z 703 Z ARCHITECTURAL ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN PLANS ca 6711111._414 E , ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUNDS PER SQUARE FOOT, 4 k.9 0 ti, TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL OVERLAP z E ,,,, -"III 1-15 ZS .P., BEARING STRESSES, USE THE FOLLOWING EQUATION: z ow- :LE V ts BEARING AREA = (TEST PRESSURE/150) x (1500/SOIL BEARING STRESS) x (TABLE VALUE) ... '4 , ie--7-77 - -(3- 0 \ a.' I 0 ° , NOTES: VAKIES° ° c,: ---NON WOVEN GEOTEXTILE 1 8" I 12" _ CONCRETE as a al , 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 34" CHAMFER-\L SIDEWALK rID 8 31., ) ° °,-) 5 ° 0° ° ° ' FILTER FABRIC -.. 0 kl) 0 ° c ig-5 WI I 2 W.> , 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. ) r) i 4" PERF. PIPE ----# 0 ° o ,-/‘ 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE -(0' 4. - 2•4-1< SHOWN ENCIRCLED ON THE PLANS: E.G. 15 INDICATES 15 SQUARE FEET 0 I'D 0 ° ' BEARING AREA REQUIRED. o o 0 0;,..") r,------1 -X" WASHED 4. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE ° 0 0 4 AS INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST ...) DO ° o °)1 DRAIN ROCK PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SP CIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE , PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS 6" MIN. 44 • STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS IS IN SQUARE FEET. ALL SIDES : i " . l #4 © 12 0.0. i _____ 6. VERTICAL CHANGES IN DIRECTION REQUIRE SPECIFIC DESIGNS FOR THRUST BLOCKS. ::: . , 1- :; HORIZ. = ..., , THRUST BLOCK C) FRENCH DRAIN rno T #4 0 16" 0.C. CLR NTS NTS 10 5 , in VERT. ----\\1/4, m AC PAVING 4/ AS NOTED •1 2. , 4"e'0' ' (f) , .... 0.- XI" TOOLED RADIUS EDGES 41,WAgitWWWWFA • *iwiv-z7f,f ,4: 614t74*.4 r:i,,,,,et, . , c: 3/8" PREFORMED EXPANSION JOINT FILLER ., a. ... '*o3,'0.0°V.o-4.,,,..04' Lii trA'''0. . '''0 ,,s°11,4a°6,,,,a-6:. 4,, """il 0 ° '' ' x6i:A.,aat).ot,'"*.a- -' i CONCRETE PAVING . . .tz,4 ,c,6, . ,, -•-:- •4 ,. Ca < C3 0 t: t.- . \\\.7.:. Ce LU 0 • 4 N 1 ce < v) OF ' 4 1 e-- tri- AA r. , .- ,. .4 #4 RISER BARS 4 0 0 ° z In ( to ---i , 0 . - , L.L. - <, 4 LI , 4 • (\i #4 © 24" 0.C. ININNIS lie 11- 1 '1' (2)# 4X CONT 6" D 8" 12" 0 . 00 0 . 0a F... 44t clb U , ,00 0 „0 0 c oo „0 0 „ .oc.00 0 ,, W U-I 0 o .0 ' ° °,0 ° o °n'o° ° 0 .°0'°° ' 00 c .°0°0 o .00'o- 0 .00 ° a .° ° NOTES: -4• el se 0 0 . a 0 0 .0 .00 o .0o.00 00 fo°00 ° _0,.,0 oot, .0„-00 . a .0,-00 ° 0 .,i a Nue Z 1. CONCRETE SHALL BE 3000 PSI, SLUMP RANGE 3" TO 5". ' LL N4 ...a 0 0 2. PROVIDE VERTICAL EXPANSION JOINTS AT 60 FEET ON CENTER. NOTE: Z Lu = tx 1. PLACE EXPANSION JOINTS AT MAXIMUM 20.0' ON CENTER. Z ...„, I- V) , gal 1"I'' ,o• Z ce 0 EXPANSION JOINT x < v) ti 9 ACCESSIBLE PARKING EMBLEM RETAINING WALL ii- a_ le) NTS 4 co NTS CI NTS ›- --- x) Z c 1 14" _ - ji." TOOLED RADIUS EDGES 1).3" //-CONCRETE PAVING „ RETURN TOP RAIL 0 1 i 90 DEGREES TO STAIR k.) ‹ . 4 RUN (SEE PLAN) 4 ., 4 t ' ' , „ g ..... 12"... , MEDIUM BROOM FINISH ,, . , PERPENDICULAR TO . ,., .,(.. ,, 0 . 0 6- 0 ° c 0 ° 0 , oo 0 . 0 0 0 °Q0 0 , i CONCRETE ' I )°00, 0 eao "0 a .00 ° 0 .°0°0° c, - 0 DIRECTION OF TRAVEL 0, .a,,.°0 0 _.0°00 0 ,00 0 0 .0,°00 ° TRANSITION TO a.: ..0 ,,_ .o_.°0 0 0 .,,n.00 0 . 0 0, ... o . VetRIES MATCH EXIST. >- /GRIND OFF ALL v 0 .-0 ,,) , .00 vo .00.00 . 0 .,c.,0 f0.°0,° o -f 0*,)° o,°<,0 0 .f),°.9° A.(' ,.-: 4 TO 6" .-. PATH C 3/16" < WELDS (A.E.S.S.) "c) NOTES: :. 7 v, z. 1X" NOM. DIA. STD PIPE 1. NO SHINERS ON TOOLED JOINTS. Ni- IN L.3 .1ki ,, RADIUS ) VERT. CO 4' O.C. (GALVANIZED) TYP 2. PLACE SCORE JOINTS AT MAXIMUM 15.0' ON CENTER. la - ' ''1- '• --'. ,. -- - 1' - - , : I .-. - --=_-. -1" B'ATTER, 1X" 0.D. STEEL PIPE CONTINUOUS HANDRAIL to .,,. . 1 ' , - :, -- , TYP. (c) to DETECTABLE WARNING W - -141-._- .-. -.. . -. .7- i SCORE JOINT ° -:0.000. . ,-' , i : .., , X X" 8 . 0 00 „.. , . GROOVES @ </';: ,>:',0.°': .•. - - . . 3" ON-CENTER NTS FINISH SURFACE CONC. , „ . MIN. #4 NOSING . THICKENED EDGE AT ' .°0 .; , . BAR 000 0 .. - L. 12" OVIL DETAILS STAIR INTERFACE •,\/\ .°,°0° • //„,,,,,,,,, 0 .0 * '\, ` °0° "" 5-7" RISE EXPANSION JOINT /\,/,/ 00: .0, . . Ix yit" TOOLED RADIUS EDGES v /, . ov-0 .. .,- :. . .. . .. --- <\x/ .°0°0 ° - - ' "" 12" ,_. 12" _ 14// SEALER . \'` /\'',.',.:0°°' 1/4" 1/2" DIA. x 12" SLIP DOWELS, #4 @ 24" 0.C. EA. WAY :.°0°0° / / 0 0 . - - -' 7.- 12" LIMIT 5. ---. LIMI, PROJ NO / •:,0 .0, 0°„ . ---,,,. -, , - 8.0 20825 2'-O" 0.C. CENTERED IN SLAB '\ \.°0°0°: - , 1% TYP. 4.1 (.) z., SAV 1X" CORE 3" DIA. HOLE ‹\ •<,,.°0°,0°,:° if CONCRETE PAVING ,,,,. N; 0 . o°000- ` \'' ' °0 '. .- - -- „.. , --11- NON-SHRINK ' // ,,2, ,, .f,, -4- 04.09.2010 GROUT, TYP. 4 ' t ° A ________________ - .q _. 4 , 9PACTMASx.U.B DENSITY IETY 1::*\//\11:0, .:0000.1.0.0°0.:..i::1,:: :,::.:.6,.:::.:.,....:°,:0.i',,..,:\,,.,:•o:olo. ,,,.„oo: c,- :0.th4'.4: K, '\. , a ' c, NOTES: COMPACT A ' ° 0 C ' z' . -- 0 o 0 'o o 0 0°0 0 0 0 <- /'0 .°0° ,s40 • ' ' .4,': ° ° • \s'1/4 .W\,."', ' ) 0 . 0 a0 a .,20 0 ,.., 0„.00 ° 0 .°0°00 % \0° ° ' ' 0*° ,\ 0 . , 0 0 ._0 _ . o, 0 . , 1. STEEL PIPE SHALL CONFORM .00o-, .00°00 ° 0 . o °l° 0 °,0 °u0 0,. VRIES a - 0 ° o .a0:°° ° ' 0'0- 4 TO 6" TO ASTM A501. 6" EMBEDMENT fo°o° ° .0..-,,0°°°, .o,,.°0 ° a .an'va ° .2 %"-0 COMPACTEP (/ /<. 0 of 0`):: .0 .00 ° 0 .a`, /, ,, 0 °° a o° ° \\ \ DEPTH OF HANDRAIL AGGREGATE BASE ,c/A-.0) .,f, 000° o .°(,°o° 0 2\,\ 2. SUBMIT SHOP DRAWINGS 'x i7.>`r y -,,/ /'-v ',:z(i' ,-2\ IN CONCRETE /\/ \-'A />,x ` \ //,>„, NOTE: 1. INSTALL CONSTRUCTION JOINTS 2'-O" O.C. WHERE 3. PRIME AND PAINT RAIL PER ARCHITECTURAL EXPANSION JOINT EXISTING CONC. PAVING ABUTS PROPOSED CONC. PAVING. W/ SEALER CONSTRUCTION JOINT . 11 CONCRETE STAIR AND HANDRAIL 0 NTS 1\\_..._ ) NTS C4 . 2 , ,• FOR REFERENCE ONLY AI og a a WOE CV U ii6-.4 PigF- fl` v c W ° a 0 w M • a c 0 Q -- s° cs PUBLIC STREET IMPROVEMENT PLANS , re 0- v: SW HALL BOULEVARD . �— v NOTE TO CONTRACTOR: a ,..._. , 3 rv'> , ` -1!C fps 'r 2'7.: }vim[ f,j tv >� On=i4,7"'::,, '.R�s6 �' �•. �.. G sus• Ihf `�\a` THERE SHALL BE NO CONSTRUCTION <Q� .a .�z S,. ., q ,al7a •°E>';?,45.;.. .air °i -E•— /N� PARKING ON PUBLIC STREETS },. - k .> . ; 1. .� ` >,..�.; :c14�� 5-F t ,u. BL1C ST SETS �]ayyrp (l{g$pf c0 cv C�fA Tfi � `y.,}�� k �„`f�r•p 4zY,»,...}r+� A' .. r,. �Arf V y s jtt `L�9.'' ' - .t'�``'S 2 '/,fi �SZ i .Y1 f } .:''''''— '. '''' ' '1406:*41.„.:' .: ;i - ::- ..:'.,..'.-. - - - .„ , ' ". 0 JE004,--.T4-..,SITE7:„.1..:;:t,'.. 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'"_”'L.. , ."""°""^^+w 45 ! r . - ,. xlcr sG{ra'i�I..,_.ara 'a..wNa: .aC+1J'1i {}f.t #'°�-_.. fl'i A < rn s . ^ „ i G. ti 4 , i , ' r 7 C3 EXISTING PROPOSED DESCRIPTION b � - \ '�' , g� sS 3 F i .«r., g s ah \A., g Tin' ."� - r` W, x: xxsk s: El a 0,_ 0 .$S. �._ ;. ¢F+ap"6 r ..> ilk'''. ` ,�'��ypj.`?y� wr. , W '*,g,,,,,, `Y,�• pj�'• . M,fi� ry m �Y SANITARY SEWER MANHOLE �... �(1� 1 ', ` .: w . r £ - .&: �', ;;gg}},�a.a z.I d ,Y ©5'.. t ,». , .'' ''' ;¢ i' '',' '"�•„MJ�' _ f ..:y V pro;y(P f St ita 1 _ .. „. *� #� ?z '+ 'f #iLiw& O' r«.-.:Y -°.e. 8 rs, -,'.>� f''' ��'� ..: :d�yr 2, SW 3" �i4+"'i•8,y i .r: S ti �.ft,> .may � b• �^1 `4 s Y" t� u N a is , J mk:, ::. a:.. 1y�a 2ti>X sf ��,� N 1� c �, STORM DRAIN MANHOLE �... . �. �...,_ n, , i �x x , ....... ..._................................................_....._......,....... `°"` t , -...........w.�.. ..�,,.r dad «. {1a.,a7� . r. .�.r• s'v �':s i CA TCH B SI N AR A N 1 -....:4___.__ .._ w...,...,.,w......., . ,.,. _ a b'� ��;�� ::' 1 _ �. : Q ....mot Q a„.1snR,,,.w1�1.,.....,....,,�aw. .n...,.,.s.,.i..s.,.ww...r.w�,,.........,..,........era-..«�.�..�...rs,..�,..�,.�.�a....�.,..r...>.,�.,,...`s�........,^,..ir.,1,iea........",..n:>,..�.�'..r r..,�r......na,.�>„�.,.,.a..s.�s...neJ, ...�..�r.:..n,..�a•m�--..®...,..s...mr ..... ...�� ,;:: .. :,,.,:,,.�`, - 6 s. ,.�.' n.. +`mss .ice CLEAN OUT N 3 to .� 1 ��, , ` �0 �, a a r s{ `.�,z, c: u.,.. : ' :,,'.-i. wv U WA TER METER TER yS°fn2fca`S'.. _ '. ,.r>b. /��. . c > �� yy 1 •y.BA CKFL O W WATER VAULTf.� =`z cr FIRE HYDRANT ``'_ ; ' h fi ® WATER VALVE .y':.a” GAS VALVE VICINITY MAP SITE PLAN C:6) : () L F4 GAS METER NTS SCALE: 1” 80' TELEPHONE POLE { w=- ❑ SIGNAL POLE �� BENCHMARK UTILITY POLE ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM, o-• LIGHT BENCHMARK NO. 259. R ELEVATION = 180.66 FEET. (,) f:-'�.-- . ANCHOR Z LI .T tc':: TELEPHONE RISER SHEET INDEX 0 atitiOAP,. ism leek I . Y STREET TREE 1 COVER SHEET c LLI � O* 2 DEMOLITION PLAN .,,� 0 - -- - -- - PROPERTY LINE ABBREVIATIONS 3 SW HALL BLVD. (STA. 107+50.00 TO STA. 112+90.00 °a . C <t SW HALL BLVD. 112+90.00 TO STA. 117+50.00) ce c� oe�u` _. �_ 288 CONTOUR AC ASPHALTIC CONCRETE (STA. } 5 ENLARGED PLANS & TYPI CAL SECTIONS t� "''' q CENTER LINE <C LA--1 SW HALL LANDSCAPE PLANS Q 0 EDGE OF PAVEMENT COT CITY OF TIGARD W DED DEDICATION _ U. }-- CURB DWG DRAWING < u X SD EX EXISTING N a, O x" s -- STORM DRAIN G GUTTER Q Y- X" a H: HO RIZONTAL J O z PERF. SD PERFORA TED STORM DRAIN •••1 U- N O 1E INVERT ELEVATION 0 4.0 Z , x" —_- _ — X" SS SANITARY TAR Y SEWER LT LEFT z w X" W MAX MAXIMUM Z I- ___-_____-- X" `V _ -__ WATER MIN MINIMUM . W Z ODOT OREGON DEPARTMENT OF TRANSPORTATION = <C v) 0 ________,___ x,, G __________ GAS NO NUMBER 11-- t� LO NTS NOT TO SCALE CD ---- H -- -- OVERHEAD POWER �, R RADIUS �, ---- OHL -- - OVERHEAD TELEPHONE ROW RIGHT OF WAY Z co 0 7- OVERHEAD TELEPHONE R T RIGHT S= SLOPE EQUALS T UNDERGROUND TELEPHONE SD STORM DRAIN ti. ,- -' . FENCE SS SANITARY SEWER 0 STA STATION L, STD STANDARD IrOREGON _ V . ,a A 6' CONCRETE DRIVEWAY SIDEWALK ,,l.T S/W • TC TOP OF CURB TP TOP OF PAVEMENT PLANNING & ENGINEERING 104 West 9th Street P;360.750.0399(WA) .. .. .`.. TYP TYPICAL /' Suite 207 P: 503.4 7.8639(OR) 4' CONCRETE SIDEWALK /: VERTICAL Vancouver, WA 98660 F:360.750.0433 L _ I Q vvww.r7hassociates.com W WA TER PROF -\\, (5:ff) p ' :,339 A C PA VEMEN T 76 071 /2 . -. ,::::,,,,,,„,,,:,,,,,,,„.„,.:,,:,-„::,„::::: PROJECT SEC1' • (-. ... , r " SW HALL BOULEVARD '� WASHINGTON COUNTY Ife a ;. RELli ‘V, x', ,) 3" AC PAVEMENT OVERLAY II\IAR ' v OREGON Reviewed By — Dave Humber (j _ CE ONLY PUBLIC -57:p �' Designed By Martha Williams tar APPROVED WITH THIS PE' + ► IMPROVEMENTS 1 \ Drafted By -- Jennifer Reynolds �� SHEET S . _ 7-171- NO. PRO.! NO. CS-R S- 20825 EXPIRES 6 - 30- 2010 1 ,,,'.:'.:_ 04.09.2010 ..t, .. ...,._ -•. .. .A .r 34. `F... .E.s. , ,. , < X:) s ,. .,,.. ;'n :.svtv�t s•.r„ r it r� .„ .: ... >; ...n.. s:.:a. ,. a .. .n,.. ,,: «r,:x.w �.).v.t>�:a>.)r, ii..,.,'\ ♦v> ,, ,.- > ,,� .:r . CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. 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Lk t k t k tk `kk ` k kk•k k k ik k k . kk 1 iX IN 1 fT � • k C k k k p k h k t { k k k 4_ k k Y Y h k �e 4 k k �l�+it� 1 rat _ _wO 1111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111.11.011.1.1111111111111111111/1111111111111 AIM,IIM1.11.1.1111111•11111111111111111111111MIIIMINN .411111111%. ""."1 Q Q � II— w Mil LANDSCAPE PLAN AT SW KNOLL DRIVE = 20' - O 10' 20' 40' $0' ► . . LANDSCAPE PLAN AT HUNZIKER STREET ., = 0 iQ' 0 Lt... "' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SCALE: 1:120 SCALE. 1 20 0" SCALE: 1" = 12'-O" SCALE. 1 - 20' - 0 ,,.m" CMG V J Q ...•. Z PLANTING NOTES SUBMITTALS AND WARRANTEES PLANT SCHEDULE PLANT MATERIAL LEGEND 0 t.. u- N 0 1. PROTECT ALL TREES AND SHRUBS INDICATED TO REMAIN. REFER T SYMBOL I SCIENTIFIC NAME COMMON NAME SIZE GROUND COVERS AND PLANT MIXES: Z v 0 1.) CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT PRODUCT Z w = cx SPECIFICATIONS. INFORMATION FOR REVIEW AND WRITTEN APPROVAL TO LANDO AND TREES 2.} PLAN'T'ING BEDS ARE TO BE SUFFICIENTLY CLEANED OF ALL ASSOCIATES LANDSCAPE ARCHITECTURE WITHIN 10 BUSINESS DAYS AFTER °.°.°r W. PLANTING MIX k (SEED) Z CONSTRUCTION MATERIALS, INCLUDING IMPORTED ROCK, TO THE ° W ° °, 100%HOBBS AND HOPKINS FLEUR DE LAWN AS PER MANUF. W I— Z SATISFACTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY THE AWARD OF CONTRACT. PRODUCT SUBMITTAL INFORMATION SHALL = ce INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: 9 QUERCUS ROBUR 'FASTTGIATA' COLUMNAR ENGLISH OAK 25' ..... . .. PLANTING MIX B: STEPPABLE GROUNDCOVER (18 O.C.) Q CV 3U�N CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND a, SHIPPING TICKETS NOTE: PLANT IN GROUPS OF 5-10 PLANTS TOGETHER H EL" INCONSISTENCIES WITH PLANS TO THE LANDSCAPE ARCHITECT PRIOR TO b. SOIL AMENDMENT AND TOP DRESSING SAMPLES 3 ACER CECINATUM VINE MAPLE 5 CAI., 30% FI IA CHILOENSIS WILD STRAWBERRY 4* POT ›- CD c, TREE STAKES AND GUYS 60% THYMUS PSEUDOLANGUINOSIS WORK. WOOLY THYME 4 POT L.... � • d. MAINTENANCE SCHEDULE --- 4.} THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICES 72 HOURS C. VERIFICATION OF PLANT AVAILABILITY ,-" 2 CERC$DIPHYLLUM JAPONICA KATSURA TREE 2* CAL rant,; PLANTING MIX F: ULYTURF MIX {18" O.C.} PRIOR TO CONSTRUCTION TO VERIFY WITH OWNER AND UTILITY COMPANIES * +r"• >x f. WAS FOR MATERIAL AND PLANTS .�.+�.�; 90% URIOPE Mk MONROE WHITE MONROE WHITE ULYTURF 4 POT D THE ACTUAL LOCATION AND ELEVATION OF ALL EXISTING UTILITIES, WHETHER iiii 1 CORNUS X 'EDDIE'S WHITE' DOGWOOD EDDIE'S WHITE 1,5' : 10% IRIS DOUGLASIANA WHITE DOUGLAS IRIS 4' POT SHOWN ON THE PLANS OR NOT. 5.} CONTRACTOR TO VERIFY LOCATION OF EXISTING SHRUBS AND TREES P o R c vvvv PRIOR TO SOIL. PREPARATION. NOTES: PUNTING MIX D: SHADE GROUNDCOVER MIX 24 O.C.} O ' 6.) ALL PLANT MATERIAL. SHALL BE NURSERY GROWN, FREE OF WEEDS AND 4 V n c" NOTE: PLANT FERNS. ULYTURF, AND BAMB.GRASS IN GROUPS OF 5-10. r k; _ sj DISEASE. WELL ROOTED AND WELL BRANCHED. CONDITIONS OF USE SHRUBS 10% ASARUM CAUDATUM WILD GINGER 4° POT &1 ,,,, :wri rt.J3tRE � � EPAR� =ATE TRANSPRTAT �N 7.} ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE 25% BLECHNUM SI'IC�4N`T DEER FERN 4" POT yry �Fxsg:w IJ 30 ANDOP°GON GER. 'NEW WAVE' NEW WAVE BLUESTEM 1 GAL 25% HAKONECHLOA M.'AUREA' GOLDEN BAMBOO GRASS 4° POT ;.:',,,-:,.,,4;.'�` ARCHITECT PRIOR TO INSTALLATION. ALLOW 48 HOURS MINIMUM NOTICE. INFORMATION CONTAINED WITHIN THIS DOCUMENT AND ASSOCIATED 8.) PLANT SPACING SHALL TAKE PRECEDENCE OVER VALVE BOX LOCATIONS. SPECIFICATIONS IS PROPERTY OF LANDO AND ASSOCIATES, LANDSCAPE 5x IRiS DOUGLASiANA WHITE DOUGLAS IRIS 4° POT • 301 LiRIOPE M.'MONROE WHITE' MONROEMHITE LILYTURF 4" POT „;£ LANDO AND ASSOCIATES PLANNING & ENGINEERING INSTALLED VALVE BOXES THAT CONFLICT WITH THE ACCEPTED PLANT LAYOUT ARCHITECTURE, INC., AND IS NOT TO BE USED IN WHOLE OR PART FOR 60 BERB. T.'ATROPURPUREA NANA' DWF CRIMSON BARBERRY 1 GAL. 104, West 9th Street P:380.750.0396(WA) y-: ?:i;'�5:.,:a.;�:g ��..4� '^::i r•ra..-`z :<'`<� '.^:r,,^ ::L'sc-a'`;'- SHALL BE MOVED TO AN ACCEPTABLE LOCATION, ANY OTHER PROJECT. THIS DOCUMENT IS NOT TO BE REPRODUCED AND j 5% POLYGONATUM BIFLORUM SOLOMON'S SEAL 4 POT f', X landscape architecture F,'yf=,--',,e',-,,,,,,::s , ,,. (4 ;-xy 3., - ,, �X,<,,.?< ;:Y-�.v: Slt+e 207 P:503A17,8639(OR) :;>{ to,„,-,,,,,:e..-f: f:S. at`wrs;C..n FyY`.:. "�-"�.`‘ 9.) QUANTITIES SHOWN ARE INTENDED ASSIST OR MODIFIED IN ANY WAY NOR SHALL ANY REPRODUCTION OCCUR WITHOUT k , 404 Sc sixth avenue a , .=::.,: Vancouver,WA 98660 F:360.750.0433 } Q E NTENDED TO ASS ST CONTRACTOR IN t t"s 59 CORN. SANG. MIDWINTER FIRE MIDWINTER FIRE DOGWOOD 1 GAL. ,‘"!,':',':::,,,.'3e.,'"'-::-,;,' a +�p�/ gym �gpap { :. "< ,.1; +i. >SZ � "'ITiri6 ESri�> oregon E a+'7� '_:, - ''� ''7�Y. ;.?r.., ,f,: "iF:.. .°ko.�> g.t2;�y.:..� _ :.�FY'r{. PRIOR CONSENT EVALUATING THEIR OWN TAKE-OFF QUANTITIES AND ARE NOT GUARANTEED E FROM LANDO AND ASSOCIATES, THIS DOCUMENT HAS ��:. -`` 9 ^:.�:.�:;SY...:7.,:�, :`,. v.: ";-v''. w'(3'.^it'.;2PEOPLE AS AN ACCURATE REPRESENTATION OF REQUIRED MATERIALS. THE BEEN PREPARED TO DESCRIBE PROPOSED AND / OR FIELD WORK AND Ms 7 MISCANTHUS S,'MORNING LIGHT' MORNING LT MAIDEN R. 1 GAL. _.....:A,,.,.,,,� ..<.,.,..__��._£., .y.:t.,. _._>:�...f.,,',,,"'*V"-,4_ CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS REQUIRED BY DOES NOT NECESSARILY REPRESENT AS-BUILT OR EXISTING CONDITIONS. THE PLANS AND SPECIFICATIONS. THE LANDSCAPE ARCHITECT DOES NOT WARRANT, IN ANY WAY, THE �, ,.; 10.) WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR Tic 3 PHORMIUM C. DARK DEUGHr DARK DELIGHT NZ FLAX 1 GAL �, ti J UTILITIES OR CROWD OTHER EXISTING TREES, NOTIFY LANDSCAPE ARCHITECT DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS, ROJET SEC. TO ADJUST TREE LOCATIONS. P 14 . SPIRAEA JAPON.'GOLD FLAME' GOLD FLAME SPIRAEA 1 GAL a 0 S W HALL BOULEVARD 11.} CONTRACTOR SHALL OBTAIN wRrnEN APPROVAL FOR ALL PLANT • ,. :-.,.,fly,; WASHINGTON COUNTY MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO SP 5 SAUX PURPUREA 'NANA' DWARF ARCTIC WILLOW 1 GAL. O INSTALLATION. PLANT SUBSTITUTIONS MADE WITHOUT PRIOR WRITTEN e# OREGON APPROVAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT AT NO COST TO THE OWNER, THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH 1 ,, Reviewed By - Dave Humber APPROVED PLANT MATERIAL < ; .L, Designed By - Martha Williams PUBLIC 12} BACKFLL MATERIAL FOR LANDSCAPED AREAS SHALL CONTAIN: ONE IMPROVEMENTS PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME, BONE Drafted By - Jennifer R eyn al d s MEAL PER MANUFACTURE'S RECOMMENDATION, AND SLOW RELEASE FERTIUZER PER MANUFACTURE'S RECOMMENDATION. SHEET 13.) LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY FOLLOWING THE NCB. PROJ NO. COMPLETION OF ALL PLANTING OPERATIONS AND WRY NOTIFICATION TO LANDSCAPE PLANS REFERENCE ONLY LA— NOT APPROVED WITH THIS PERMIT OWNER. CONTRACTOR TO MAINTAIN PLANT MATERIAL UNTIL FINAL 20825 ACCEPTANCE, OR 1 YEAR AFTER NOTIFICATION AND ACCEPTANCE, WHICHEVER IS LONGER 04.09.201 0 CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE OREGON DEPARTMENT OF TRANSPORTATION (ODOT). THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. F z..:e> 5,.::'F- :a...... ..t.., ...,..... :,.yv..,:... .., .:t.. .. ..v.; ..:( ..,......v,..:, _ n.,.... .....t.. .n r.._. ..,.., at,... ) f C5 .05 - . FOR _ REFERENCE .„_. . ONLY . . . 411 .. . c). CN4 0 LEGEND EXISTING PROPOSED DESCRIPTION C I T Y (0),, , S • T 1 c ' A 1 ,_'' 1 ) . TAYLOR'S FERRY ....,. • . c. . . . G., ....... ..... . _ ,___. 0 SANITARY SEWER MANHOLE ' CY' 11 ill E / . (41 (• „ 1 „ ) N ,‘, ,) N :ft:?to 4 . ,. 4 = 0 0 0 STORM DRAIN MANHOLE fzo ''' PLANS FOR PROJECT 11 0 --- m 6 a CATCH BASIN . Fe" < -- NORTH ..... tri, 1(.7.) -DAKOTA 41114401 ,14.1 4.) 0 • CLEAN OUT HuNziKER 5 -t --- V\- C) F... 0 NP 6". 4110..& -c ex iwm 0 WATER METER SW STREET 5G ,,_ ,_. ,c) ,,, . ..; ......., < . cr, BACKFLOW WATER VAULT •NOTE TO CONTRACTOR, 4-- in -.9.<.,... ...... STREET c) 1---- illillk\ I, X 'c-•f RRE HYDRANT AND SW KNOLL DRIVE THERE SHALL BE NO CONSTRUCTION PARKING ON PUBLIC STREETS . BARROWS ''r'• 5- iN. ct LLI Z > , 0 (\LI 0 WA TER VA L VE Soz 4 410// rn STREET MCDONALD - r0e4.•ry VALVE —/v7- P.0... ni G METER PUBLIC STREET IMPROVEMENTS BONITA R 11/ 04-0 000,K7r,44- z 5, (f? TELEPHONE POLE FROM SW HALL BLVD. TO 200' EAST SIGNAL POLE BEEF 8 ; f %., tr) ••••-• ENO RD. ()) 0 UTILITY POLE DURHAM -4.--7.- ,,..-1..) N TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 153 1998 , i ...........--- k- o <ce ..-9-- -----;-?'' LIGHT // / i‘1 /94/ec IF 0 Z S 3 1) )0),, 9 1c..n..... „ct10rz-qr-.1)c:rrcn n:i ANCHOR / i2 IIII ci rri C3 // / W LO CD 1.0 1 W rn In en z r 1 tii,ai, 11: r•;:. TELEPHONE RISER / ./// Syek Project Location* 3 : / / , / , . / 44/rN / Lu a... ........................ PROPERTY LINE 7. °?j L. , ,/ ‘,4 / 11%%.11"44.-,:b/, Pt %, 01A / , 0 / 288 i '1.... 4.,)i VICINITY MAP / E 0111.°` - 60 - CONTOUR ,--7 , 0, ,1.tii,' Z / Pialk , /I % <5 am zi?1 < kcl t, .. . , EDGE OF PAVEMENT e/ cri ro .. /' I INDEX OF SHEETS / . /// NP,, • % CURB r ....,...all lom i ■., i / '' / i . : ;I if / I / 1 ''''..ft 4.... „\e4,., 1 .' / l I , 1 ' NO. NAME TITLE x" SD X" Sc___..._______ STORM DRAIN I ! / i I '‘, / 1 // , ,-, , , 1 X'' PERF. SD PERFORATED STORM DRAIN I 1( / 7 ; 1 1 / / / , -1,/ I /7 ,f I 1 COVER SHEET , 1 i 4 / , // i 1 I / / e / / ii i if i , 2 2 NOTES X" SS SANITARY SEWER i,, A! / il il I i X" SS 1 5 ---= i / / x" w 1 i : i i 1 , ' I// / i if/ 1 3 3 DEMOLITION PLAN x" W WATER 1 1 I / ,,,/, I --, /, • ' ,;,;' ,Ti / 1 -,,, ,- -- i i 1 1 I .., „, „, ,,:f i q ,i/ ;v .; / i X" G GAS 1 aj i ..,, .,, „ ,,,.., , . I 4 4 SW HUNZIKER STREET ,...... „ , 4CZ OH P OVERHEAD POWER .. ,, I k i CC i ir;',--e•.-!,'" „.-4----4,........44,....--xi.,,---i....,----r---.-.-k......--i,...--- ...,t,,,,,, ,,,... ,-,---",;7:--,'r"" -"e"' ."'"' --. " ..-.` - '"---1----j-----4 ;'' ' -1•"--'4"'"'"'"'"i"--"1---'i '4-"-1 --1-1---;"---, '-•,4'-'''z-- 'AN, I 5 5 SW KNOLL DRiVE cl ,, . OH U - OVERHEAD TELEPHONE Ii 01..... „ ,-, , , „ , , „ , , , „ ; I 1 I i i I ii ',1 : : ! ! 1 i i 1 1 ' i 7/1'; '-''',-,:,'N,, I / / ' ,e' i , . 4 i -*, I Lu!".4. i ..._ 1 Ji4. , .•,,,, i i >,•,,„•._•-,,--,, i , i / ,,• 1 yi c) I / / -,4-,,,,,''''•,:-„, / I / ,t I/1 ,4`4,,, / 1 6 6 ENLARGED PLANS & TYPICAL SECTIONS o T OVERHEAD TELEPHONE I ? / ,' ,T --J al ill I 1 4. , 7 / .T:,,,,,,,-,,,•:,.,-;,-, , 1,„, / 0 ..4 , . : :: 5 , "■ 1/ / 1 T UNDERGROUND TELEPHONE I I iii t k.z, LI / i / f1/ itillN /./■ZI i I' 7 7 DETAILS o .4.... 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' ill Li -',.4i< :' 4*(4, i '''• i li' i ./7 10 10 PUBLIC WATER DETAILS tx -c) 1 . . . . . . . . . . . . . . . . i ,;, , ,,,,, ,._,,„,,,,,.,,„.,„,,,•...-,: ,„,,J„:,,-;,,,,„„i...,,,;„,,,,....,,, ,,,,,„1 ,,,,, • . ,,,_ ,,,,,,,,,,, .u.,:jz,za-},:-t.,,,,_,L.,,,,,t.,:zgL,,;iii ,11,,,,*,,,,L,,,,,....„L. „. /I I' / iii 7 ,?,,‘ 1 t,,,,, ILI ci (0 . . . . . . . . . . . . . . , . . . . . . . . g I 4 ; 74-•-,:' ' '"" 7 ,,/ I, .„ 1 ■■■■1 0 ,, (Z) ',-:.A,,-;:,,, ,. '4, :i,i'i •'•!,'WA,I gal f r :',..11.4, .,,,,,,4-,;,:rtt In,-ir-4..:7..0;-___•L p.V4' .:;,...._...... ,r,,,,771.,,,I.- '7.17T: ":1/ " r''''.-r 1 ' r IfF:',1-.,":-7;W . 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',. , : I,'i,, ,„ 0 0 ___472, Af*,...1,:fs> Alp, Am,,, , Z ,,,A OVERLAY _ -,--- 1N\''•q' -.------.,,,,,-,,--4---- ,.•. .-''',,,,- ---,7,"'Y Ar ^ ....ck>e,:,,,,o,„:1,,,,I,',....m,,, 0 .,,,..,..,,,,, ,,,,.....,,,-.„,..,,,,,,,-,,,,,,,---, . .:,, 1., ! 1 ,,,,, 0 ILL mew. LU >•3!,e,`,:v<5W1) '/‘ --.:,.. 1 fi,,,,,..,:l.,::,„;(61 ,,,,z,::;:.:* , .,.--7,--,A, -;47.-4 t4,-..;:::.4:,,,,,,,„Q , ,,,,,, .,,,, " - TS—3 LOOP DETECTOR PLAN c:) ,..--- i iki;:A 4.L.,,:k '42W' ‘itiiliV —Ie"'".'—a"."'-' 9' / \`',44„;;;>, ,,M„W , r............,_ % / ',.//'';, \< 1) ___-_,,, •.. 7 Pas < I: U 4-. (..) ,,/ ---- ----1.9.,-WL-HALIE3_ 0._ -a.---EVARD:---...:_-----„-.-. --- , , ----=-1 t _ TS-4 STRIPING PLAN 4:( C 11. 0 E ZE ABBREVIATIONS ...,..4 ...,/ ......m............_,...._, I C3 _........_ O Li 0 --- $ '' 4., ' 1 r ' _ AC ASPHALTIC CONCRETE NTS NOT TO SCALE 'e 4 =III 0 CENTERLINE i r TS—5 POLE ENTF?ANCE PLAN v) Z Q. Z C R RADIUS I i t • 1 kJ COT CITY OF TIGARD ROW RIGHT OF WAY 1 1 1 .. z U V- I I LL I = CX 9 14). „DED DEDICATION RT RIGHT - - .e . .„......_ ., ...., .., ._ e ________ _ 1. a t.. t Z t— ,L6 (i . -$ j • 1 k ......3-..- ti) .....,,,,, ..____ DWG DRAWING S= SLOPE EQUALS .,..............— ,,,,,, ,„, ui 1-- Z '-c ...---- /.-e tr. 0 pr 0 OM OMNI MMUS 1111111•11 '0' MOWN MIMI MUM MOM '47 / X < (1) 0 EX EXISTING SD STORM DRAIN - . , , ............„ . 1 . G GUTTER SS SANITARY SEWER ‘. i II- I C) 't (2) k H: HORIZONTAL STA STATION • . „.... , >- 00 C3 6 IE INVERT ELEVATION STD STANDARD • 1.... N. N f,'"... 11111■11. a) LT LEFT S/w SIDEWALK LOCATION MAP z os I c) MAX MAXIMUM TC TOP OF CURB D . co v.... MIN MINIMUM TP TOP OF PAVEMENT fl,.' ODOT OREGON DEPARTMENT TYP TYPICAL ,...,(3 OF TRANSPORTATION V: VERTICAL 0 t3.---- 131_1 NO NUMBER w WATER ki 1.... ..gt • Q 1...z.........-- ATTENTION: Oregon law requires you to follow rules BENCHMARK • 0 . - .. .... , • w adopted by the Oregon Utility Notification Center. Those : > ALL ELEVATIONS ARE BASED UPON THE CITY OF TIGARD DATUM, BENCHMARK NO. 259. PRELIMINARY (f) 0 rules are set forth in OAR 952-001-0010 through OAR • . - 4 It ELEVATION = 180.66 FEET. • SUBJECT TO REWEW AND COMMENTS 1 952-001-0090 You may obtain copies of the rules by ,...., ,.... DO NOT USE FOR CONS7RUC770N : calling the center. (Note: the telephone number for the . r: Oregon Utility Notification Center is (503) 232- 1987). 02-25-2010 Z k LU PLANNING & ENGINEERING CA RP Or PROJECT DESIGN OVERSIGHT APPROVAL BY: :: ATTENTION: Notify NW natural at (503)220-2415 when IF re i , ,, , c.., ((„4.G I NE-4,4) /0 76,071 -9(...- CAPITAL CONSTRUCTION AND t excavating within 5' of an existing high pressure as < cz - TRANSPORTATION DIVISION - ENGINEERING MANAGER OREGON 4-3 co 111 ''''- TI 13GAI2R5D, . Li Cl- main. --?N I Al 16._ .... • .c:-:=' .. c-- cli. 4- 0.. 1111 .irzt Ev S.01/ Ei-Gliatxf... :LI/2Di iz, t) ifiglip , 104 West 9th Street P: 360.750.0399(WA) -7 i..• . .... . .. tb Z /114,17F-4 CALL BEFORE YOU DIG Suite 207 P: 503.417.8639(OR) BID DATE ... ..•-• • ••.-,, •-... . si., •. •• ':'••• VOICE 503-639-4171 1," .5,12 '1))'41'1 S1.2\NI ;\>>*'‘'. • ' • ' ' ' • . '.•-• FAX: 503-624-0752 cl. tz gr bb, 1-800-332-2344 Vancouver,WA 98660 F: 360.750.0433 XXXXXXXX XXXX . - ',. - ,•• ':- ::1111:- W' 14/14/.TIGARD—OR,, ,40071, vvvvw.mghassociates.com EXPIRES 6-30-2010 l''TIGARD. PUBLIC PEOPLE.MAKING PLACES IMPROVEMENTS PROJECT NO. • .• • • . ..•,. . . , REFERENCE ONLY Y PROJ NO. • 20825 NOT APPROVED WITH THIS PE' 'IT 04.09.2010 • • :.' CONTRACTOR NOTE: „ . '..,:',. THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL „ :., ... BY THE CITY OF TIGARD. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM THE CITY OF TIGARD TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. .. ,., C5 . 1 0 FOR i REFERENCE ONLY . • W ., E ,� O 0, N U PUBLIC WATERLINE CONSTRUCTION NOTES GENERAL CONDITIONS GENERAL CONDITIONS (CONTINUED) 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO BEGINNING 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, 21. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL o. CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD PUBLIC WORKS, WATER THE TIGARD MUNICIPAL CODE, AND THE TERMS OF ANY AGREEMENT WITH THE CITY OF TIGARD LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS w v ; DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS. REGARDING WORK TO BE DONE PURSUANT TO THIS PERMIT. ARISE AND REDESIGN OF? RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE ,._ - a PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. CONSTRUCTION SITE AT ALL TIMES. "� -0 CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT ix c: 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW SUBDIVISIONS. EDITION. 22. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PLACED o o CV 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SCHEDULE A ON TRENCHES WITHIN ROADWAYS A T THE END OF EACH DAYS WORK. N O TRENCH, ON SITE OR .� 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S OFF SITE, SHALL BE LEFT A T ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS '` �''fp-PRE-CONSTRUCTION MEETING. TELEPHONE 503- 639-4171. RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF o. c STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED NM 5. ALL WORK SHALL BE IN ACCORDANCE WITH A WWA (AMERICAN WATER WORKS ASSOCIATION) TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE THE WORK. , 1), �,; STANDARDS. AT THE WORK AREA. °: 23. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, c 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WA I ER DIVISION. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, A T ANY TIME, WITHOUT HAVING FIRST DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME z , 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MADE OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE 0 IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. 0 .c ' (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI--MET AND TIGARD SCHOOL '" «, N DISTRICT AND OTHER SERVICE PROVIDERS. 24. ONE AS--BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION w 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36". BACKFILL SHALL BE MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH 3/4"-0" GRAVEL. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A ad C MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE Q 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36„ OF FINISHED GRADE, OTHERWISE VALVE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. (FORM ATTACHED). C co , OPERATING NUT EXTENSIONS WILL BE REQUIRED. { ) 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING SURFACE ARE 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY 25. A SEWER SYSTEM AIR-TEST AND (V.H.S.) T.V. TEST REPORT AND ONE SET OF BLUELINE "AS-BUILTS" a REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY m ACCESS IS ESTABLISHED. FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 5 , ,��s5 as 11. A 4" X 4" X 8'---0'; PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH WATER z °0q SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ALL 2-INCH WATER 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY o SERVICES SHALL CONSIST OF A MJ X 2" IPT TEE AND 2" IPT X 110 COMPRESSION FITTING AS CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) z r u, MANUFACTURED BY MUELLER COMPANY. Z 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE, 6" FLG. X MJ GATE VALVE 6" 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS � 667111F■A E . ( ) ' OF 7: 00 A.M. TO 7. 00 P.M. DAILY UNLESS 0 THER Wl SE AUTHORIZED B Y THE CITY MANAGER. FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TD VALIDATE CLAIMS OF `� MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, _ tO al vi cir „ 1-4 „ MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED z � �. 5-1/4 MVO, 3-PORT (2-2 1/2 NST HOSE CONNECTION, 1 4 1/2 NST PUMPER), 1 1/2 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE LIMITED TO 9: 00 Q�� Q t:-,1.,PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER A.M.-3: 00 P.M. UNLESS AUTHORIZED BY THE CITY ENGINEER. NO WORK WILL NOT BE PERMITTED ON AT THE PERMIT HOLDERS EXPENSE. 5 < CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9: 00 A.M. UNLESS AUTHORIZED BY THE a 1 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER `)0 c� 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC CITY ENGINEER. DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE ;-5 YARDS OF CRUSHED 2" - 3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK 10. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12 FEET; PEDESTRIAN TRAVEL SHALL ALSO BE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. ° TO SEPARATE THE ROCK FROM EARTH COVER. PROVIDED FOR. 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN 29. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON 11. THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. SAFETY. OF ASPHALT HAVE BEEN PLACED. 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE TESTED 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL BE CONTACTED BY THE 31. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A STA TIC PRESSURE CITY'S PRIVATE DEVELOPMENT INSPECTOR, (503/639-4171) TO ESTABLISH A PLACE, TIME, AND DATE EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE o GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR 1 FOR A PRECONSTRUCTION MEETING. o HOUR WITH A MAXIMUM LOSS OF 5 PSI. PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL o 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO EXISTING MAINS 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S ASSIGNMENT CHANGES. e. SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. FLUSHING INSPECTOR, AT T 503/639-4171 TWENTY-FOUR (24) HOURS PRIOR o VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCE TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN c) WITH A WWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY REQUIREMENTS. THE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESI GNA TED "COMPETENT CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 z tii CHLORINE-WATER SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY Z c) LITER). THE DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. o HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, O ✓ (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WA TER AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY 0 -Q �I SOLUTION IS OF THE SPECIFIED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY w v! o ,.. THE PIPELINE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION CITY, IN ADVANCE OF WORK PERFORMANCE. EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE . 5 (,� °'x PERIOD I S 24 HOURS. A T THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE A FREE m o z 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF < 0 ,c) CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER SATISFACTORY CHLORINATION, FLUSH THE WATER RIGHT-OF-ENTRY OR EASEMENTS. Q -2 c; FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL CHEMICALLY AND HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, C] a! , z BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF 34. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND Q t� < v) w INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. THE PERMIT HOLDER 0 O CD W z DISPOSE OF THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION SHALL PROVIDE THE CITY WfTH 30 DAYS OF NOTICE FOR THE V1DED INSPECTION. ANY DEFICIENCIES tiL.. P c a WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY METHODS 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. `'� t� c OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE I""' < W O E FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24 HOUR RETENTION PERIOD CANCELLATION OF THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP AND < w a o w PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT .. O N Z ',- z ANY DEFECTIVE WORK, AND SHALL PERFORM ALL SCHEDULED MAINTENANCE TO ASSURE PROPER bj LL- Z O Q.. Z 17. NOT USED 17. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND FUNCTIONING DF THE FACJLIT ` co `' 18. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF STREETS. MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ REQUIREMENTS. THE CITY MAY AT ANY Z uj = cR WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND Z I- -3 (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER CONTROL. PROVIDE TO THE CITY A SCHEDULE FOR PERIODIC W -- 5, z ''� ° ( ) (QUARTERLY)Y MAINTENANCE OF THE WATER QUALITY = � � O .*., ? OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , MINIMUM OF A DCVA (DOUBLE CHECK (Q ) µµµ MMMFMMAMM µ __. _________. __ _ _._ II.- U • 4 VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. IN ADDITION, EVERY 18. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX, FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY Q METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE FOR A PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY PRELIMINARY y- �. N °-, SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. CONDITIONAL ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. SUBJECT TO RE11EW AND COMMENTS I_ Oa QO NOT USE' FOR CONSTRUC77ON cx5 1 OF A DCVA INSTALLED ON THE PROPERTY SIDE OF THE METER. THE BA CKFL O W PREVENTION DEVICE CONTROLLED WITHIN THE WORK ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE (3) YEARS ......___... _...D�,. .....,ypi-_..E C__ .... .._ a_.,7,�..�.___. . M�..w_, Z © SHALL BE INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE PERIOD, THE DEVELOPER SHALL REPORT, IN WRITING, 02-25-2010 D DIVISION, BEFORE WATER SERVICES CAN BEGIN. SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC WORKS. cc„ RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE CITY CREWS SHOULD MONITOR PROPER REMOVAL AND �,DROFs ar 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. � c I N , b- ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TPW DISPOSAL OF SILT AND DEBRIS. PRIOR TO CITY FINAL 7s a7i 0 co Q INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% FOR ENGINEERING 20. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION ACCEPTANCE OF THE FACILITY, THE DEVELOPER SHALL PROVIDE `� r'" C) © REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. CENTER. SAID RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0080. COPIES A WRITTEN EVALUATION OF THE OPERATION AND MAINTENANCE OREGON OF SAID RULES MAY BE OBTAINED FROM THE CENTER BY CALLING 503---246--1987. IF YOU HAVE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES G o c,, 20. ALL PUBLIC WATERLINE WORK SHALL CONFORM TO THE "WATER SYSTEM PUBLIC IMPROVEMENT DESIGN ANY QUESTION ABOUT THE RULES CONTACT THE CENTER. NOTE; DAMAGE TO UTILITIES SHALL BE IDENTIFIED IN THE EVALUATION. ��. 12 , �-° �,��Lij STANDARDS" (REVISED 09/09/09) FOR CONSTRUCTION STANDARDS AND METHODS. Q '�� S W�ti� o 0 CORRECTED AT THE PERMIT HOLDERS EXPENSE. o 0, E ***OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED EXPIRES 6-30-2010 p PLANNING & ENGINI4ERING Q a eAddendums R T1 N AND HEE� . CAPITAL CONST UC O Date No. By TRANSPORTATION DIVISION 2 z --�---- - s 13125 S.W. HALL BLVD. 2 Lu k 104 West 9th Street P: 360.750.0399(WA) / TIGARD, OREGON 97223 OF -0' E Suite 207 P: 503.417.8639(OR) VOICE. 503-6,39-4171 10• : Vancouver,WA 98660 F:360.7500433 FAX 503-624-0752 10 .� FROM SW � BLED. TO 200' EAST .�, 3.)- wwvv.m hassac�ates.com 9 l /WV.TIGARD-OR.GOV FILE NO 4 L 0 MAKING FINIS' PUBLIC DESIGNS MSW DRAWNI JSR I CHECKS DJH PROD. NO: XXXX I BID ON: XXXX IMPROVEMENTS PROJ NO. REFERENCE ONLY 20825 NOT APPROVED WITH THIS PERMIT 04.09.2010 _ , CONTRACTOR N THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF TIGARD. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM THE CITY OF TIGARD TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS..,...... �. c. .. ,., ... ., .... .r. ..:" ,. .: ..,, ,r� �... ) .,... ,.,:...r .. ..�,. .., ...., c .r;¢ 1 Z. Y U .o.r ,, . .... ..... s.. t.. ...,... ,,..,..... 4 s �� ac::.:e .. ..ate nZ r...,rn.".,,.i. .,..,. .,..vry.,.,,.......,,.r.,H,.<...... ,.,,n...,..>,..<,... .: ,...., :-. ,.:... -: :...... ., ;A .d n::�„ . .. ... az. ::".. ) ....r:,,-." .v,.:.-:. .. ., ..,.........r..r5+ ......,...,.<..r,....v... Ff,..,...<.r,. .a......4 .".,....n to ... ...... ....... y_„ ,'.:M:„v.,.�-:yr,. ,,..F-::> ...G,r.x.,,.x ,.A��,..r. "...r....�� ,��.L r.. ¢,...,... .. � ........�ur «� ..,......xa ..,..._.. x ...-n»x S x ,r..) r..,x... ..... C5 . 1 1 FOR _ REFERENCE _ ONLY . 1, - , DEMOLITION LEGEND at .c. 0 c c Lu 0 0 0) 4— a) V\\ \k, ' ---t4 Nx .\,,,,,,,, ,x\. ,, „,, ,‘„,,,,, \\ - • 1 \ °;,-, _, , -- ,,.>,_., 1 SYMBOL DESCRIPTION I . • \\ \'-"AN,;,,,\ .\ c,-,\ ,, ,.,„ , . t, ,„., ; ,,,,7, 0 %,, \IN \\\ , A DEMOLISH AND RECYCLE ASPHALT x 0 1 \ j , vs,\ \ 14 //: PAVEMENT AND CONCRETE CURB ,6 ‘‘„, ,., \ AL4. DEMOLITION ON PRIVATE ..----4,„ , ,,, --,, ‘ ..,.. , . - I ,,, , ,, wi-. i Ui \ , \ \ \ , \Pl'OPETY UNDER SEPARATE , \ \ , \, ,,v , '>' cc REMOVE EXISTING STRUCTURE _,..„ 0 \ ‘ \ \ \- \ , \\ . \\,:\ ,,,, \,\ \ ' -. \ PERMIT ' Z! .......1 , -.3i i ce -.4. - --d CNcy)' ,,. \,, t. 's. X BACKFILL VOID WITH CLASS 'B' GRANULAR ‘ -\\ , : k , ,-- , ,- 7.00, , \ SAWCUT AND 1 Ct --,4, .....k \ I 1.---,>-' .1 \ ....mama OWN=amwa MMI* '''' REMOVE EXISITNG ado .cr ...1 SAWCUT LINE #s,‘ \ (540\ \ \ . \ t ., ,, \ a \ ' 1-1-1 1 I . ..\ 00500 \ \\\ -A\ '' k„.I \ \ ‘ N - litti i a. \ ASPHALT PAVEMENT, 0 \\\. v ' 7 \ .14 `, \ 1 0 1 \ CURB AND SIDEWALK i TL 2S101BC 1200 \,,t:c. <4., \ \ ,,,,,, \\., c„.\\ c' I 1 Zi i EXISTING UTILITY LINE TO BE /N.,7\7., = c A. 1 N \\V \ 1 ...., NEW ROW ROW 95-, ''''':\ -s- Q..1 s., 1 PICATICT, ‘ 4 .,..,\ .. ..-t 1 REROUTED BY PRIVATE UTILITY 40, \ if lc/ #41 Z >. .1 Vakiligelll*di 04, \ \ \ TL 2S101BC 1100 0 .... \ - 'Ilino pijip., x1:j.t.4.,z. , __ -5,,, _ lip-v- ,... ....... ,..., X - j Htta-POW WNW M./ A ' MOM NOM •••■• MOM 1 , er, co L MUM MOMS IIIMININNIMMIM .---X-A X----. 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G 1 NE.4' 2 76,071,P (. 0 el---- ,,, .%c SW KNOLL DRIVE 1 , ,---- 1--. t...) • CZ1 1"=20' SCALE: 1" = 20' -,c „...... i-... 1\1 !! !661,niii 0 OREGON (r) co C).c • 4* Z c.) 20' 40' 0 ' 77, /2 \ 0 Li --s C) Et ......j ei.. EXPIRES 6-30-2010 0,......- Et Q (:) Revisions and Addendums PLANNING & ENGINEERING 1 , SHEET CAPITAL CONSTRUCTION AND , Yir re a SW HUNZIKER STREET Description 43-- Date No. By 3 01Nici TRANSPORTATION DIVISION III Z jog, 6111111.111■11■1■1111■ 13125 S.W. HALL BLVD. AND SW KNOLL DRIVE 3 Ia.,: -.?N 104 West 9th Street P: 360.750.0399(VVA) 0 i TIGARD, OREGON 97223 OF 0 \ -4 E Suite 207 P: 503.417.8639(OR) VOICE: 503-639-4171 "CS /0 ' Vancouver,WA 98660 F:360.750.0433 FAX: 503-624-0752 FROM SW HALL BLVD• TO 200P EAST 9 ✓ Z www.mghassociates.com I WWW.TIGARD—OR.GOV TIGARD .6 _92 .1111. ..... FILE NO .. lz PEOPLE MAKING PLACES. ...__ PUBLIC STREET , DESIGNS MSWI DRAWNIJSR I CHECKS DJH PROJ. NO XXXX I BID ON DEMOLITION PLAN XXXX IMPROVEMENTS PROJ NO. • - 20825 REFERENCE ONLY NOT DWITH THIS PE. T 04.09.2010 CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF TIGARD. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM , THE CITY OF TIGARD TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. , C5 . 1 2 FOR REFERENCE ONLY . , 41 W t- E . 0 0 N 0 °' 0, CONSTRUCTION NOTES 0a 1 BEGIN CURB AND SIDEWALK. MATCH EXISTING. F NEW 3" WATER SERVICE (UNDER SEPARATE PERMIT SEE SHEET 8. 1 D INSTALL "FIRE ACCESS ONLY" SIGN ? I' CONTRACTOR TO CONTACT WATER DEPT PRIOR TO CONSTRUCTION. 4� 4 ':ri :r... x o 0; 2 SA WCUT PER TYPICAL SECTION DETAIL SHEET 5 REMOVE EXISTING 11 4-f ° : as . r, . :''�'c.�:I f NEW PUBLIC FIRE HYDRANT (UNDER SEPARATE PERMIT), SEE SHEET B• <., �� 0 .0 — A.C. PAVEMENT, CURB AND SIDEWALK TO CUT LINE. (23.0 FROM 7 PLANT ENGLISH OAK "QUERCUS ROBUR FASTIGIATA" TREE, 2 1/2 :. : : : : ix c PROPOSED CURB.) CALIBER, CENTERED IN PLANTING STRIP. 12 NEW 12" PUBLIC DI WATER LINE, SEE SHEET S. a . .$::�. •: \/..,--- .)::':C : GRASSCRETE PAVING ,�, _ �; 6" :! 2" s ss f � s � SYSTEM 3 NEW A.C. PAVEMENT. 6 OF 1 2 DENSE LEVEL 2, HMAC OVER 2 OF 8 CONSTRUCT 20.0' OF GRASSCRETE POROUS PAVING IN LANDSCAPE 1 NEW 5OLF-10 PVC 'C900' OR CSP 'C14' STORM DRAIN INLET LEAD, a � : f I-- 0 3 4"-0" AGGREGATE BASE OVER 10" OF 2"—O" AGGREGATE BASE. STRIP PER DETAIL 1, THIS SHEET CONSTRUCT 20.0 SECTION OF CURB S-0.0200. .' :: ::•:I AND GUTTER WITH (2) #4 REBAR PER WASHINGTON COUNTY DTL• NO. FLUSH a � Y `` < ¢ NEW CONCRETE CURB AND GUTTER PER TYPICAL SECTION DETAIL 14 CAP 10 STORM DRAIN INLET LEAD. ENSURE NO CONFLICT WITH PROPOSED CONCRETE °� : C ! CS--300, SHEET 7. CONSTRUCT 20.D SECTION OF SIDEWALK PER : :'SHEET 6 AND WASHINGTON COUNTY DTL• NO. CS-300, SHEET 7. WATER SERVICE CURB °° ax` $ _ .DETAIL 2, THIS SHEET. . � ,�. _ 7:„..)- 7--\...):. IE=176.44 0 NEW CONCRETE SIDEWALK PER TYPICAL SECTION DETAIL, SHEET 6 0 PROTECT EXISTING POWER POLE WITH STREET LIGHT. 0 AND CITY OF TIGARD DWG. NO. 120, SHEET 7 \,?1 \FEE\,;1�} ',IOW ``!},,1,rl, GRASSCRETE - - FLUSI-I .°.'.: :a. :.: ,` 111111111111111111W PAVING SYSTEM w °" CONCRETE ' °°po ° p°°°a ap p ..� r,' V. Y� } c a, V-,,,,,,;,,,,, ,. . r' �q, ` �, s r;,j r �' CURB < aiC ° a °°C°°fl p 04°°p°° a at c M, St e, °°p a p°O p°n°O C s 6 K yy -4-'4 . t 's;I 'r r,,r` < Q ° °p ° o Cp°o Lai£v4 y `` ♦. 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HUNZIKER ,/. iqy �*s'..V^..` ._..__.,«...+.,......,.-_...,-.. � .....,.-.--_..,..........,.»...--,m._.....-,....,.._•....•...._.._,w.,,._..»...........«.,....._. � 01 • ».............ter,;<. ......«. ;- ;.> `<w,.....i �� rti t U tS : K iC \ 4;:•,�k..,,:,..,,.,' ,. �_, t�.:-..�_,.........-..._.... � -^��D " rye 1.7t4, �.� '�4 t�'��.�f i z• °c- .; __-«_.»«»�. »_...__...... .............__........-_ ......__W-..,.. w_ _ __ _ «. .........................._..._.-............._......_....._...... .µ ww__.. .....«.. .,«-...._._..„m ._..,._:_._.._-......__._. CONTRACTION JOINT i \ as Q. \ _„�♦ ,` - :, z '. �l, '' i ' 1 8” OF CONCRETE 4. � ' . `_ k k.\* , , ,Q, rN' <<; G u PA YEMEN T i a \+ R G 1.I .-,,, % a %--' ROW d . a TL 2S102AA 3500 CL CL INTERRECTIN /r;%� ,�.. . G �s.` :, ,/' f / 3� 4 fie, () a:re 10- 3.0.00 SWUNZCER ST, �' ,/ • - - \ \ `. " ??4�- 8,20 SALL .BLVD- / ® TL ZS101BC 2202 u s {( /� e C s 0 a Q< e a a .,„ s a L a C a C e O a L a C t..... 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INSTALL CONTRACTION JOINTS AT 10' D•C BOTH DIRECTION. < c { o 00 - SA WCU T ; ' 3 r 1J u� t y ± i , { �o t ' t i I i a 3 I I i 0 E .t2 + t'v � 1 3 REBAR TO HAVE A TENSILE YIELD STRENGTH OF fi 00 PSI itc W Cj �' ? - `� ! I- 4. AGGREGATE BASE AND THE UPPER 12" OF THE SUBGRADE SHALL BE ,�„s Z TS Z 00 t`- C�; ----� { COMPACTED TO 95Z OF THE MAXIMUM DRY DENSITY DETERMINED IN J Q __t "` cd__ __ _ i_— __ #I Q - — ;—� ! ___ _ ! _ ; _—___ ! __ _ _ �___ __ ACCORDANCE WITH ASTM D 1557. ( = 4, z 3 , r. t-.. , i i i --:t - '- y i.>...•. - -r-- ; - 182 182 1 v) cp � _ t : w. w _ j Z c4 { - II µ «., 1 LLB = D , Ce a —.I - __. w .. ..._ t GRADE A T _ _ i ( CONCRETEPAVEMENTSECTION L u 1-. �j Z fri d ! _- j i { N TS _ CX 0 �,._ .~,. 53% } EXISTING GUTTER L c.1 178 - -- - -�- - )/' — -;--- F 1?$ a. in -i t ' ; Ci— Y� ' �jJ'.1,.. .�{•"'''' f y --____ 3 i !.—.._._.—_..__; [/1�;/II�j ' — GRADE ' - ! -i ' ' 0/�1/ ° i PROPOSED CURB , , , >- D'� 1 - - 0 13+50 Z o 10+00 10+50 11+00 11+50 12+00 12+50 0 � __._ _ _ M __ .«..«.. �a O w Y co Q SW HUNZIKER STREET PROFILE PRELIMINARY • c: f! ! SCALE: — 20 SUBJECT TO REi4EW AND COMMENTS s - H. 1 --20 _ Da NOT USE FOR CONSTRUCTION co f � OREGON � V: 1"—4' 20' o 0 20' 02-25-2010 �S `�-©��-� oW 7 12 , V3 9 154 \y S 1 CZI EXPIRES 6-30-2010 Q Revisions and Atidentiurns PLANNING & ENGINEERING Q n SHEET z �'" CAPITAL CONSTRUCTION AND SW HUNZIKER STREET ft Description Date No By u TRANSPORTATION DIVISION 4 � .. a 4 0 L711111 13125 S.W. HALL BLVD. AND SW KNOLL DRIVE 0 104 West 9th Street P. 360.750.0399(WA) • TIGARD, OREGON 97223 OF -Q E Suite 207 P: 503.417.8639(OR) VOICE 503-639-4171 v Vancouver,WA 98660 F: 360.750.0433 FAX: 503—624—4752' 10 .� FROM HALL L. D. TO EAST - www.mghassociates.com WWW TIGARD—OR•GOV• FILE NO PUBLIC STREET a I�,, MAKING DESIGNS MSWI DRAWN:JSR 1 CHECKS DJH PROJ. NOs XXXX I BID ONI: XXXX IMPROVEMENTS PROJ NO. • 20825 REFERENCE {��° 04.09.2010 NOT APPROVED WITH THIS PER ...... ,,:,- ., • .... -.. -.\,-. 1.5:,. -. ...-.:.. ,.z"Lfie..... ;D _ ..<.-... ..:.,.:Y..T,...,t_...,..,. ......,,.<...., ...., ..,< _,... „ , .. . . a... :. ,,-.r .. ... . ,: ,., e,. .,, ,..: .:,..v:., ,.,, _r,. r,:»,,,, ,.5:.,...., .,.,_:...,...«..,.,»,.,>:.,,..v_..4_....,,.-..,.. .....................................,,-,.w.,.. . uc,..,..,......,-........ ..... ... .., .,.,.. ... .a,w ,., ..,...s., ,.. CONTRACTOR NOTE. : THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL . , BY THE CITY OF TIGARD AND ODOT. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED _- PLANS FROM THE CITY OF TIGARD AND ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. .-,..- rt .. ..f a•nfi.....:.,,a,.-.-..-.„«, ✓,, c..v.^�.,....ka s.n.,.,t,.,�,, ,> ...:r.�-_...,r.,.>L,.....r„x n:c._X`tL.......7.a"-�'».- ..,...,s...,.._..>v ».v. ,,,.,..... v. .,n a.'_..,.>,,...�...x. w`'. r.,...x......c-<i.-.,.<:.w,o.s. �,>.u,..w .a,w..,1_ssx¢.r Sw.:. ".a v,<a^,F ....,,,>..iw.w..w k ��s«w..,�...�,,.:......,:.o. >., >.>.x n . ,.. : . tom,'�,�: . 'w<s,a7.«.S.. ,t;t■d v-_.. ....r,. � �.,.:a. -..�.a e :k..r:'.. q...£.k,.a„ ,x„y.4:. w...,..::s e4«ak,at s. �a.�"^�„..Z. s,,.,..„ :�.�M,,z«:,',.zzx_u\„ .c...<"t...-.tt, ... ...w...:...x 5-..,.�..,._... ,....:.w .�.,.,.. ......s,-_.,-, .�.,v'.;,.,:. 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PAVEMENT 3 ? 2 OF 1/2" DENSE LEVEL 2, HMAC OVER i , .; OD D T COT _ p ,� ', 2" 1f !! 7" fi 7! y t}ts` t 0 f, I Y }%2 OF 3,�4 --0 AGGREGATE BASE Q VER 7 OF 2 --0 AGGREGATE # C } 1l Q 2 BASE. � ;E \� `, - }�� 8 � 15 :- �� t T '� / ROW o - ® ik NEW CONCRETE CURB AND GUTTER PER TYPICAL SECTION DETAIL, ! �,; , oo ' : 1 f bLCL TERM., TION SW KNOLL , t�COUNTY DTL. - 27, © ' 0 rn 1 v--... C\I ......I , 7 1 4 ..�-= o. 4 SW LL BLVD. CV* DRIVE + i-v o Q - z# '5 NEW CONCRETE SIDEWALK PER TYPICAL SECTION DETAIL, SHEET 5 \ "�` �' ' W _ _w.., `°g e N „, N V\\., 7�"'t »st `a J __ v Q AND CITY OF TIGARD DWG. NO 120, SHEET Q. __ } 1 - 1 , 5 1+50 u� }' 2+, O�Q c, Q �. �? -� I-- 3- ,00/ ._� t � fit$ f } # w... \}> t� Cr / _ ,� it i i r }, 'r a co Nt y \ 4 V + 1 t } 3 ,a>h .M ,J,?"°". ,'; `i"". - :awr"-.`r., .r, .'. z...�,:y, <'.k ..f`< t.,7'i t `�,1 �n"z .,,,,,.,,, { C 6 NEW 24.0' CONCRETE COMMERCIAL DRIVEWAY APPROACH PER CITY ; ;$ } /^^�, 18, SD a y $5 £ / is I E } ! rrrs�, ��; _ ,d` '- :.:,,.4'�.,s¢ivi..k. ..<.i .4,4 :` 'X '". ..,.� y „?..`6, . k'�a< •ry`•f 4'3, >` g ii �`a„ .,,,,,� ,.OF TIGARD DWG, NO. 142, SHEET 6 AND ENLARGED COMMERCIAL x { , , y 9 ::< , Aa 0, �� } 1 .,x. { 1 2 �' "•.' £ Ya G"•e{ .;,:, ,..?:i,i; .,st.:xi.` sY':`,. ,s .., :.. idb- .i.'... �� 3�!.. i ,s<,"ii ; ��f y ,1 i � � £ £ w ...-.. ^.'P%°d.."� .-.. � 's'n.,. <v rfi ., .:. ., ,_ ;. .. �,� 4 L �} §4 Y n ...#`� �'.t. si r ,, :x -e .,v. sr .�`, .� � .r ,r J�S `."}„�as r a�., ,'i°^:. s DRIVEWAY APPROACH LAYOUT CL STA• 2-�53.83 SHEET � �. �>. � .� 5 �� fj ��! ,f 'n. i £ :' $".. ,, 7,.... „ r�, > ::. , -' .k' rr .'4'' qqyy .'i .:Ft> .. 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THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM .. :: $' THE CITY OF T1CARD TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. s .. ar � �,< ., ,w. rt. _is-,'.k h ', .., +,_.T, S. t.a (. , r�� .,Y., ..u..> ..,k.su ,�-... ., « <..... .w w;t;hlx,aa"... .,t w,.;..a . , .,,a .. ,.s �._z�<,.r+ N..�, <.a. a.z«x,J.,+�.a. <r.E i3s d S✓. .K., z.<`�',,u,�,,,.,sm,a rr�, _.<2? .,..-..s.JtYn»:.<_..,-...:..w s,..';_$.- <. <-..... ...,rs t>F r� .- ._�>a�,>a,.,...ti.-... a.s� .., >,_,.. , ,i-,,.,..v3..,,em.0,.>.i . f G.i;.�r,�s 3 .,r. +,,.,.,, ,e.a_x...w .,., rvtia..w.. ,..„. .,aa,il+�_imh L.,".,.n w.F� „� .t« _W�'..n.ti G..�.;: .Ya,'.,. _ .x.,. -,w�..,.,sr f ti,.-� a +” <, >_.,. mrfi. ... C5 . 1 4 FOR { REFERENCE ONLY . . ILI 0, E . �, U � Cs 0 EXISTING DRIVEWAY - i SAWCUT MATCH WIDTH & GRADE Tr' 'J • c. SURFACING {�} <- MATCH EXISTING MATERIAL I.,,, Ill ' _� TOPSOIL II CURB JOINT 5' MIN. SEE NOTE 5 ROW R/W L#NE OR AS - ••U • '1 "-�" �-iv DIRECTED BASE MAT£RiAL 1M A �1' ti i X 0 SEE NOTE 4. 2% 1 VARIES a •ROAD :x . • "}. .,"• =15.1.--114.=i 11..11.,..... SEE NOTE 3 a --- TY�. fe" X 3" BOLTS --..� t� Y 1i 2 1f2" . (-..i i�I i r ftl=1, _ _ ¢-r. x . a1 1 f4 , 2 EACH END a {i .t ft1I.1`1 III-:.•-• � • f l I -1 1 1--f i t---1 1 1- '-1-i 7 4,-1 f . "; ^ 1=1#1 -II# «t* !_pit-- SEE 5' MIN 2% '''�NOTE 3 2 z Q m z to �' cr 2" OF 3/4"-O' BASEROCK SEE NOTE 2 SIDEWALK S m '� a rely, , 2 1/2" x 1 f2" . COMPACTED SUBGRADE I_ ' - z ,, `n <m a v SQ.EDGE FIAT BAR `% SECTION A-A 0 ro I I o SE tag 6 ..w-- > 3" x 2 /a° X sfs" tea N d '�. , ANGLE C1' SIDEWALK ADJACENT TO CURB 6' 30' MAX 6' x M 3/4"V x c to 1111 1111..., 1111... � `�'._�-.� I __._J.�- IiL .t... 10' MIN .; ma rt.--5 MIN. ROW PLAN ••., a PLAN 1 0 .,` 6" .,. tP T.I-m O Lo .rat---2% a . -;r-- ; a--- ±' 2 S a t 1 W III Rt7AD a:1111 .; y ,� TMs tt U 2 1 2•' CX'3 i'..'. ff CCO 13 1/2" '�•, s-N b.s 1111.1 ILI 3/@"X 2 1/2" FLAT BARS Q AT 1 7/8" ON CENTER Cr) 711=111-1111 I I-I I i- -1 l I 1 E-_' 2• #M#I�#M��l�#I•E� t �1>•i�!�i�E>Isl "'"' v > ,,, I , : .. Ir gx C Cif 1111 El#1:-11 I=II 1-111=" �_'i ,•---1- t ' a 2" OF 3/4"-fl" BASEROCK STREET 1 '' . 2 ,-. :. -""`� 1111- {... "' 1111111111111 1 111:�ii1111 0, 1111 .C,( N COMPACTED SUBGRADE "a ��` • • °• -' -_ ,-' . � ' �- _ .� �_. 1' � " >;" MIN 11111111111111 '111lull Oa 6373 a 1111.. ' • .p °.=---i 1-11(-=1 i 1%.. 11-1 �..1_i _I-1' 6' M€N BEDD NC s>ELOW t �,`" 8 R • �-•_ 111111111111111 11'Hill i uo SfQEWSIDEWALK/� AWAY Y CURB BQ ° ° ° ° 1 1 I_ 1,--iii 2- OF AGGREGATE ALK t•'tiW!"'� ! FROM i"rU�L3 p O a �a�•$°�°�^�°�"'�s"°��v�,-�:�o ={11- OUTSIDE t}F PIRE BELS.. cy t _ 11111111 QCC NOTES: © Q, "1� ,' � � r1 I - -I !1' c ,4"-0") COMPACTED - 'v g 111111111 N ;6 �, 6" X 6" GA MESH ;,. ,."11, lI1I1IIiI1II ;111 1�IiIlllil a m rn 1. CONCRET SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE SECTION A--A SEE NOTE NO. 4 X11-:•" ;,4 Q. °;cis`�"' OF 1-1/2" TO ' > 1111111111111 1111(11111111 s31Vt c,ssV\\f�., -\\\ 'c\-\\--;;•\•',=;\.-"\\\\\'''- I z • �r, 2. PANELS TO BE 5 FEET LONG. NOTES: �r L.__ W o m o ��\\.�� ' 11111111111 /1I111111I1 - CD 1.„0 2" I11IaiI•#iI11/Iiisi f 111111111181111/111111,1 1.1..1_ Z , 1J-1 m 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 1. CONCRE IE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PSI AF I ER 28 DAYS. TRENCH FOUNDATION 2 ti a. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. STABILIZATION, AS REQUIRED - E3 z 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3J8" x 2" FLAT PLAN TYPICAL BOTH ENDS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE BARS EACH END OUTER BARS AND o2S Fi/' " EVERY SECOND SECT!ON B-B La o 8 ta CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED ? -�_ tO aim MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NO(E: Z 11100.„ �S 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE ¢ __� �, CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. •► " 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. J "� ° 0 4, 6 X 6 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. ' co OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. NOTE: °- c , 2. JOINTS TO BE TACK AND SANDED. FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. .. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS_ 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. . o SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED , - OVER PIPE. CATCH BASIN ° N-Ln �• APPROVED 8 NO SCALE DATE REVISION NO SCALE APPROVED s>' - NO SCALE FR AM E AND GRATE (CG-2) Clean YYater Service► AGUSTIN P. DUENAS 03-10-03 GOND STRENGTH 3000 TO 3300 AGUSTIN P. DUENAS fur commitment is cleat. ENGINEERING DEPARTMENT CONCRETE ENGINEERING DEPARTMENT D Wit ENGINEERING DEPARTMENT REVISED 12-06 cm ENGINEER DWG. NO. STANDARD DRIVEWAY DING. NQ. CITY 17K�lIEER TRENCH DWG. NO. DRAW#N G N o, 320 Ifrilltijilttllt {' 15125 S.W.HALL BLVD. nmithiptLl,,}';\. 13125 S-tR}GALL BLVD- S ri'4i tlllkl' �� 13125 S.W HALL BLVD- il'..ij.;' n .IUL' 2001 SIDEWALK 120 :: `�° '" w/CURB--TIGHT SIDEWALK 1 42 t1Ir :` ;, MARC,11ss8 BACKFILL 180 CITY�` TIGARD t AX 503 894-7287 �r FAx: Sfl3 S$4-7267 ai N or LARD FAX 503 694-7297 t APPROVAL DATE OEM OWN APPROV3 DATE . DRAINAGE BLACKOUT' II(.5 1_. . FACE OF CURB PIPE PLASTIC CONSTRUCT 1/2" TO o B SEE STANDARD DRAWING NO. 320 FOR c STREET WIDTH 3/4" RADIUS LIP o FRAME AND COVER. 6" CONSTRUCT DRIVEWAY APRON . . . a. t .1_- ` I ;• MIN. 3" SAWCUT AND j 1 > �, �, Q �• {� VERTICAL BREAK a W k z o i� • • • • d * '.d • # '!: •1111 .� QZ. -'� ` ,�.�.(�..,I�;■ 4•.• « , . . ‘ EXISTING •Rd. ' �'. rt. 11 11 `°' d d S _ a u3 3 - < n i- 0 A „_'_,{, A U BATTER _ ►2 -• �I h -'-- (...) 2 OF 3/4 -0 MAREGATE a W 3 "' LL-I tt id 0 IX 11,11 � _� �. . . CURB AND CUTTER � �� 4 � � Q4 � � a� =`� ¢z �� . X � a ¢ ca ca0F ° ° moot- cs W tnDi- • Ufl v1L,tx xz d0 d � � � `t �� Q `E 4L..= •!! O 4• - SEE NOTE 4 ti-` Q_ z -, �_ ° .Q V t . _4 . • .` - ii x � ►¢- 3 i''� } _t O � ttf } Q w c. m°o : • '�" �J 1 •4 ` . - �' • 4 • „ x %t• O Q x i t}-Q 71 re o p L 0 U u_ WQ{D • I4 , i s►. -1.1::=•••:::::: ',' � �. 4" RADIUS LIP 4- w • � � rnNCV = � ¢ o2inao ,t 0 c V..� I CONSTRUCT 1/2" TO t o. F o n a o I`'z vy= v m a 4 O `:,''"� :-4=`_°'`-'=t '= -T%x-: :- >_, SAWCUT IN ' 3/ R D US L r a 8 z° J 0 L .. "p.:". - =`"„r` '"``' N C' N- � o RECESSED CURB INLETS CO •-- FROM FACE OF CURB LJ °N ...1 PLAN VIEW ll ° TO BE REINFORCED < o 4 U °� }: CONSTRUCT DRIVEWAY APRON '� w.- cu ,1 ,n (Cr r• CO o I-`�w vi CL.. �� BASE COURSE 5 3 - --� .- to z t` CONCRETE INSTALLED IN (� ( ? w . ACCORDANCE WITH (L I- $ t =i CURB DRAWING NO. 310 LU i I CC m E4 •_ j TOP OF e ce PT U I. T , m ° 1 POR £ MEDIANS GUTTERS MAY BE REDUCED WITH PRIOR w► .rr e ° ` .(I) APPROVAL FROM THE ROAD ENG I Iii E E R. PAVEMENT *Q 2(7C ' �Q ,-,� q� I- Cs a Q Q ;I I '• , • I �.,. V--MI Ai.0 SECTION > � ' _' -�` s 2 " • Q -ti.. a �► mgrAtill 3 WEER 0 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.i. AFTER 26 DAYS . ' �i� U r_y/ ft rirt » O, *��IN I� 4 I HOLES J �I X� 0 ' (i�il� O E , 2 OF 3/4 O COMPACTED AGGREGATE j,,« 7 '? i� � I , � m :. 'Q Ct W 3. EXPANSION JOINTS ,� i✓I � I t` %� ■ ■ 1 2j„ 1 s" O MAx J V A. TO BE PROVIDED s 4 _: , ,�• LL. -1111 �,,�r:s. STANDARD CURB �� :: � ! J• MAX N C6 13 AT EACH POINT OF TANGENCY OF THE CURB . 1 (# 7,4* ".+ ' c1. Z 2 AT EACH COLD .MINT { ('I " Q 4 ••� '� a� AT EACH SIDE OF INLET STRUCTURES. Z 0' ,(� 4} AT EACH END OF DRIVEWAYS. E 0 �' E ti, _.,,�� 6" F PLACE ED IN _ a .�' Z w js .so -s-- �..•.....•• .../.:CO g . i Od 1-"- 910 v !� AT LOCATIONS NECESSARY LIMIT SPACING TO 4'S FEET. NOTES: ; # :� REINFORCEMENT Z tt7 c .,,,,,I 8. MATERIAL TO BE PRE•MOt.DED,ASPHAI.T IMPREGNATED,NON EXTRUDING, 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE a' `�'{ • .. • • ' :• ' • i W 1.-- fri C3 vnim A THICKNESS OF.I" INCH. a •, ! FOR PRECAST �• �. . } Z• .Z TO CURB FACE AS POSSIBLE. et -I FE -�� .J ►• "• • Y�' • .# . • •'. .' O..p 4. CONTRACTION JOINTS . ; I. a `,,..I"-'!�� " 1.- At( V Z. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS =- 1111, 28 ,... ,,,. 27 Q p A. SPACING TO BE NOT MORE THAN 35 FEET. I 1111. e. THE DEPTH OF THE JOINT SHALL BE AT LEAST I! INCHES DIRECTED BY THE ENGINEER. �' , $ - 1.,11.E 1 ••.! : �. ,,,� y SECTION A-A SECTION B-B PRELIMINARY F ›- N (•5 _ « . WHEN STRAIGHT CURBS ARE REMOVEDA MMUM OF 5. BASE ROCK 2-fl 4i2'; COMPACTION BASE ROCK SHALL BE TO s -� OR 4"` IN DEPTH , WHICHEVER ,>5 GREATER. OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED ► ■ °° �,,�;, �, 1. CATCH BASIN SHALL$>: CONSTRUCTED IN ACCORDANCE WITH ASTM 6-478• " 1111•... > �� L AND REPLACED. ' `` �� 1,..�' 0co 2. INSTALL STEPS WHEN DISTANCE FROM OF GRATE TO FLOW UNE OF PIPE IS GREATER THAN 48. SEE STANDARD DO NOT USE' FOR CONSTRUCTION •7 S DRAWING NO. 100. SET FIRST STEP 12 FROM TOP OF GRATE. 0 #� ''t)3 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF '4"-O" COMPACTED BASE MATERIAL 02-25--2010 D 6. DRAINAGE BLOCKOUT• 3 DIAMETER PLASTIC PIPE W s (� r- o� �•� c3 A• I D. PLASTIC PIPE WITH COUPUNG 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 1.1 I E? _° G s ' 4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE 4 8. DRAINAGE ACCESS THROUGH ExISTING CURBS SHALL BE CORE DRILLED OR CURB PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE { °z MEETING ASTM A-497.ca us m - U M 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". Q SAW CUT VERTICALLY IRM EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE n ;�, T_ -1 o 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS. AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18 SUMP </ . PPR°F P 1 SUPPORT UNDER PAVEMENT. o-4 ,� BELOW LOWEST PIPE INVERt ° _,. ., 7. FULL CURB EXPOSEURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. c„.-\��G,NE-4-4) /r� "'� 5. AFTER CONCRETE HAS CURED, SEAL JOINT. u, �., 76,071 O Co a WASHINGTON COUNTY • GU TIER (Sc CU RB DEPARTMENT OF LAND USE CU R AND GUTTER APPROVED Ent INLET CATCH BASIN dean ater Services OREGON tr, {,, I-- APPROVED t9Y L- AND TRANSPORTATION NO SCALE C1TYt3FGON NO SCALE AGUSTIN P. DUENAS OREGON AGUSTIN P. DUENAS, P.E. � ca � ,��• o \ t]NGtNEERING DEPARTMENT CURB KNOCKOUT `..r• QTY> 3 & 4 Drl . NO. DRAWING N o NO.©. 300 (CG--- REVISED 12-06 • _commitment is cleat_ -v l y ,a 4, •`� #.1h!ttl�1,t\ 1312'5 S.W.HALL BLVD. DWG. NO. ` Li,1 CITY ENGINEER . ■• 79 ©ATA 476397 ox �' , \/\ V) p CIVIL DRAWN APWA MO. WASH.CoU 'Y NO. MARCH :9ss FOR DRIVEWAYS 523 �Y� S S. W r. : a TIGARD,OREGON 97233 13125SAIT BALLRM. \,, �,, / f :€o 836-4171 145 �7tr*AZm>GzttLS +t 9T t JULY 2009 METER R -..•1 t,� . t !" .. .4�.. ;t;]� .4F.4 18 (MOD.) CS-300 CITY OF 'TIGARD FAx 503 e9�a2d7 T !tit; c (s 3 APPROVx DAr� APPROVAL OATS �° EXPIRES 6-30- 0 Li ° R Addendums PLAING EERING z SHET W,, p Hate No. By u TRANSPORTATION DIVISION 7 Q 0=' * , 104 West 9th Street P: 360.750.0399(WA) !SH/GARD, OREGON9722J OF -ate' E Suite 207 P: 503.417.8639(OR) VOICE 503-639-4171 a , Vancouver, WA 98660 F: 360.750.0433 FAX: 503-624-0752 10 . www.mghassociates,com WWW.TIGARD-OR.GOV FROM SW HALL BLVD. TO 200P EAST Q.. L= EOPEMA N RA E FILE NO DETAILSPUBLIC DESIGNS MS.// DRAWN:JSR CHECKS DJH PROJ. NO: XXXX I BID ONE XXXX IMPROVEMENTS PROJ NO. 20825 REFERENCE ONLY 04.09.20 0 NOT APPROVED WITH THIS PERMIT 1111 1111.`•:,. ,,, e:.:, ,.::• ,.^',. 1111,'F;: :., ,,-,1111` ,:: r1 ::Y 4, 1 1111, 1111.;1111.. ,1111..1111,1111 1111 .-. .,n,... 1111..1111 1111. .......... .:, 1111-. 1111.-,,:1111 1111. 1111 1111. 1111... 11,11 1111..,,1111 1111 1111.1111. ,1111 1111 1111 1111. 1111, 1111 1111 1111 ,1111 sk 1111 1111... 1111, 1111., n 1111 tS 4 ,. s 7 k. 1111,1111 1111. 1111... 1111. 1111,. 1111.. ,11:11..,.1111 1111.1111. 1111. 1111. 1111.,. ,,1111. 1111,. 1111,,.,.,111111.1111..1111 k.1111.1111. 1111 1111 1111 1111 ' 1111.. 1111 1111. . 1111,.-. 1111 1111. CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL c' BY THE CITY OF TIGARD AND ODOT. THE CONTRACTOR MUST HA VE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED , PLANS FROM THE CITY OF TIGARD AND ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. , C5 0 1 6 > .' 1111 r is t.{f ,s:'.4 .•.:;:: :;11:11 .1111 \,1111..... ^.::' -.: ,.k/:, 11:11 ,. ,,1111. ::, <:.:, ::: t. '7.. . . REFERENCE ONLY W U E *\- d � U? f i ' `> ,<5„:$" ,•'`� ';,✓`+ �� +., E: , Lam: / i r'I" 't �' 1. �r � per•�� °. ..`J ;£ s im �( "l , 't J1 S .r'-•. f „� �..-✓ ."` TR �• wr a =NM •rr .s .r. ar.r rr .rte .mss wis1wn MINIM l R/L l f: // ` 1x `� y NEW 3 WATER f 'M « d R' OVE AS- 'EMBL Y , � (.,.) ,~ 2' �z , METER �s ; EX. o� SEE ENLARGED PLAN, „ .. ..., �. f= C3 .� ._.. 1 E iA TER NE —175 THIS SHEET o @ „, • s ' • ; ..IMt 1W110 11rr III l/NII1. • 1111 R 2 s _ ,* TE1VlP{;�ygRAR Y F g S° BEND tk -- :, •, I r t L7.-.. -,....,,•,,,,f �i t� .A7R ... ..... ,., _. ... •'-L"' t < _ a.. 1 1 \ 1+5c < ; ..,,, ....^ vrw.ww,w.•.wr...wr.<ww.w...«.... -, _ .... ,,.„r... l a ...»................... f Y..: 'sn 4" - ., SW KNOLL R.— � an .� .. II ISTAL L 'CUT ! 4' MJ -- 0 — — 3 _ ,J r 1 _ -� ____ INSTALL dV WITH LONG PATTERN LL -- ( 1 SD c 12 SD ;R 'ry :; j 4 BEN l ! CL52 � ,J JJ JJ� s ,f 1 _f_ NEW 1 8 x8 x4 SOLID SLEEVE TO WEST <a 1, ,.62> w S INSTALL S.' TRADDLE BL0Ck TO w Ilk W X X X X� Xv _ — � I ► � ,.. % r; "- yi,or . ► 1 m - Q z �. EA S T A D TIE BACK 4' G V >.. I • a S s j , Ss �. cNNECT AFTER _� � � � rte. �� 7�. � `. .wI i E t. r Y. q /DISINFECTION AND TH ING Wl TH E AR BOLTS (/\j „i is..: ,:7 V l r. r N.- L: .3.; "^•.. .., ..,....� .l7 1 w f J VIII 4 V .w.. F,1YV 1R1 M1MMw ww.•yi,Al! MMf<. _ . C] , •,,. C3i X X 4X* -X X X 'X X-X 4? •X X . e rs 111 , 411i, r ;{" ,; - TI 12 WA TERL! E «� c�, N cr EXIS d £ S> f .:Y s ' 1nw►131 :" ;#4160,* • �1Nx+` 11.25° I.L 5 LJ' e. - ._ ' .............__._ { h>s _.-..,..«. f �: j 11 \ ' \ /•, S. f 1 7 t� 7J 1 m i.w i) i e' �►1� "# e (• 4 G EXIS TAG 4 e PLAN - SW KNOLL DR. \ . Cie C 'EXISTING , s f ,t' � ✓ INSTALL 'CUT IN '`'1 =20 ". giots ipV 0,1 \ `; 4 M 'FEE WITH HYDRANT ' �' _ ' 2 PLUG TO NORTH t3 co '' ,!' 1 �• .�.. �w ir• art r� E! 4 i. S • sFmyf s 'x'--'-"q [ 7/► �\ \ >>��'�/ /Maw, f \42 \\ <t iY T i f,.''�•." 11 188 i 188 '> ... INSTALL e LONG PATTERN c j j iI f j' f < s SOLID -SLEEVE TO WEST M " a, C,, z I i z PLAN SW HUNZIKER T. _✓ r' E. �a 5 �i 6"C" `` i RL�STR/�!N ALL JOl1 TS (; I H. 1 --20 s �. ,, ,dr ,. ,, z 7 �- 4:10.11111 MOM. 411111.11110.■=1.,, i 184 I J # i { •G,..E �'! �►.3 } ! FIELD LOK GASKETS j ,/ ; ; o_ ENLARGED PLAN I I i i I --.- ! (0 I,-'flo °0 ! -ii !°� -' I H: 1"=5' .�, - 1 i ► �t ► { 186 , _ �, z; • 186 z 0� I� ( G' j j ! Q180 { 180 °� {//,�, ., FINISHED I j ' ' t "- i]i EXITINV # i ! . ^•+ 'V .,, ` CU a In .. .1 �C } "j•` ' -..7 P". # j +.. I CJi j�- o II `� GRADE ! • I GRADE aN �� 0� `�Lto �� l Q .� , ° z c N I 182 € f Q., � #-- (!} �C' --' { moo' 182 . ,� IC I I Z Q aC j cn c.3 VJ �--: ,... _ w _. a ! Q SHEET NOTES 176 = • ► _ i 176 w _ . ✓ �, 1 14 SD . j j a I EXSTIN 1. BOTH 'CUT INS' AT 4" WATER LINE IN SW KNOLL DR. 1E-=171..5 1-3-) o j j j } �,, __ _ `' j i MUST BE PREFORMED PRIOR TO CONSTRUCTION OF 9)- C.C. o I a i 178 f GR �E 178• � ,• � �•:,,, i ' I { � E j , ! i , 11 11 _ o GRADE ; NEW 8 AND 12 WATER LINES. 1aL UON o o o I I j 12" 3 { { DE . EC 172 1 - � � r - z DI vV i 4"i ; , ° , ° Q: 172 } 2. EXISTING 4 WATER LINE IN SW KNOLL DR. MUST BE TYP{. Fw III � , II � a �, � fla ; I �� DI ' � � I �f , . o n. �. � Q: z o j Q o ! I � 1�' ! � � R � REMOVED AFTER CONNECTION OF NEW 8" AND 12" !! _ ____4 k oa. __I_____ _ _ _ _ ES TRAIN ALL JQIN TS 174 : G p t- 174 # JJ # 'MEGA LUG' LINES. JJ j ;, 8 S,§ V '1 TH ;LUG OR 18 SD ! � � � 12 SD � i �- ' IE=170.04 � FIELD L OK' GASKETS j E-17(?. 7D t lE 169 5 4 - ° 3. ALL WATER JOINTS SHALL BE MECHANICALLY 168 3 j , - 168 i j I t , I I ± ' o ' i j ► RESTRAINED WITH 'MEGA LUG' OR 'FIELD LOK' GASKETS. ! s t 170 3 i t 170 4. CONNECTION ��+�� BETWEEN TEES SHALL BE DONE AFTER 51+50 61 -00 50+50 50+00 TESTING AND DISINFECTION OF PROPOSED 8" MAIN. C� z PROFILE - SW KNOLL DR. PROFILE - SW HUNZIKER ST. 5. REFER TO "WATER SYSTEM PUBLIC IMPROVEMENT v� •a H: 1"-20' H: 1"=20' DESIGN STANDARDS" (REVISED 09/09/09) FOR U V 1" V: 1"=4' DISINFECTION AND TESTING. CO UJ 4 0Q N v Q CO C� lek < 0 z L, - w arm up. CZ z r E � � 0 O N Z um.o� w ,f FzOR i o 11,1 1--- <j Z • P- --� z --refeer PRELIMINARY > N rzz SUBJECT TO REWEW AND COMMENTS E" DO NOT USE FOR CONSTRUG77ON 11•111•10 a SCALE: 1 = 20' _ . ..,, CO 02-25-2010 20' 40' 0 20' � Q cs,S4,\) PR OF t1G I NE, 76,071 Q OREGON h U G �Q co"o W j /2 ,4:4 \'�P ct 0. CZ) EXPIRES 6-30-2010 p Revisions and Addendums PLANNING & ENGINEERING IF Ire CAPITAL CONSTRUCTION AND SHEET w Description 4 w: Date No. By TRANSPORTATION DIVISION 9 Al L. 13125 S.W. HALL BLVD. AND SW KNOLL DRIVE � _ 104 West 9th Street P: 360.750.0399(WA) in . , TIGARD, OREGON 97223 OF E Suite 207 P: 503.417.8639(OR) VOICE 503-639-4171 --- Vancouver,WA 98660 F: 360.750.0433 FAX: 503-624-0752 - FROM S HALL B 200' EAST 0 4.4 WwN.m hassociates.com�o WWW.TGARD -OR.GOV PEOPLE , KING RACES* FILE NO PUBLIC WATER ��P� VET PUBLIC 3 ENTS DESIGNS I�SU�/I DRA''I�VN:JSR � CHECK: DJ�-1 PROJ. NO: XXXX I BID ON: XXXX IMPROVEMENTS PRO! NO. • 20825 04.09.2010 REFERENCE NOT APPROVED WITH THIS ONL PE'" T CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF TIGARD AND ODOT. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM THE CITY OF TIGARD AND ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. C5 . 1 8 r _ S • , FOR _ __ REFERENCE ONLY . . j Lu 0- ,E;•.-: og o 0) CNI 0; , 0, *--- H---2.0 - CITY WATER DEPT STANDARDS PLUMBING CODE SIDEWALK ADJACENT ADJACENT TO CURB .4 A. ill „C" 0 C C OUTSIDE OF WITHIN 0 0, --1-2) 5 PAVEMENT PAVEMENT THRUST BLOCK 'CITY APPROVED - inaliimial '' - ' 0) BREAK FLANGE SIDEWALK 18" CAST IRON 910 BACKFLOW DEVICE FLANGE COUPLING ,.. ,4131.1111112.11•..,-■' 1.1" (1) -- ,..... 18"8° 3" MIN. VALVE BOX TOP RETAINER GLAND 0.- ADAPTOR ,.... 07, MIN i-- 6 MAX. ..qp. 0 01 o - -'- '11.N ,OS,,, .i •-;..•"i:• -..- : , : . '' ,:',•.3•:* Maar *V\ . 4 4A.4,!.:::.1 iarITS71 I I 11 fa;11'.111 fil;itilaillt;41■1. "• ' * . .4.,,,,,y,„,v,A,v ,,,„-.7„,..641.:.;••, ..4..,.....--v..„1-4.4--:. En...z.i...7.14,1"..741iVrifir. 18 CAST IRON 910 BOX FLOW L.-,- imi 12" MIN 0 N 's•A.. s,,,, \ ' *"\'(• ,-10.4,-,‘_'40.1‘ '--- " '...-4-44:444444Piii'44."4 lirtinfn:41:114,r4; issmiimmuniiI'grilWalliii MAIM'itea'II I iiiiimiamimi CU c i IF ' 41, 44 Alet.'1 f atVtlin:11142■116;Zw,illinA:if•6••'''' PROVIDE 24" BY -A,,,,- 61.1.1.9surn......1,-„,-,Ivdtwilltwai•..4.4,,i pi El milm....L.1...1 ,---- 1 1/2 4- ' 4 DRAIN RO wv•,,, , 4, , „„ ,,. A, V" 4" THICK CONCRETE ::!;:••:..:74,::-..;r111111111111111 • MEGA FLG 1111 allittilwatat 4 FIRE DEPARTMENT Li ogC , ,•,- ..--,lx,44,t,<,-ac, /../ FLG OR EQUAL Av.,. imiimbin' 466.,....t IP..1 :milli ..i.-- , C‘i, tie.410., TAR PAPER (MOISTU"''a't."-`,.:1%.24,27#• ''''',' PAD (SEE NOTE 4) i ,,,--- CONNECTION .... 0'). stlpgil 6" ii-----i.--- e 6" DUCTILE IRON PIPE 17., Illrimuus ilk OPTIONAL AT THIS HAND TAMP BACKFILL i••••= Oa cr4..., 4144 I•Vor --- MIN. III 4,:,•-••.4 ,•....4b. RESTRAIN ALL JOINTS W/ 111:11Lik„...,. AROUND TOP SECTION I 6" MIN. OSHA APPROVED LADDER 24" MIN 7- CV 1 2" MAX. al ' LOCATION "FIELD LOK" OR EQUAL GASKETS WITH ALUMINUM LADDER ' #,,sz > "Ailliiiii liallf 11111141111 , ,, EXTENSION BY UTILITY, L 1 !, 1 7. D CP , VAULT ' CONTRACTOR TO SEAL ALL S',..:' X c Lo 4,41sti ,,* ----F PLAN OPENINGS IN VAULT WITH • ey'`' (ID ‘,...... 44 VW 6" MEGALUG RETAINER - 6" ASTM 3034 PVC .4. / s . GLAND (EBAA IRON) / , NON SHRINK GROUT PRIOR i > TO BACKFILLING Z 0 CONCRETE PIER 6" GATE VALVE i- 3" MIN. 6" MAX. x BLOCK FLG. x M.J. . 0 It....._!..7i.... 0 c\t, iii OPERATING NUT EXTENSION ....i C M.J. x 6" FLG. TEE ,,,, DRAIN TO CURB OR ILI le==* C_, 1.0.> SIDEWALK WITH PLANTER 2.0a L.-- (SEE DETAIL NO. 505) GROUND LINE --%.'■, ....-- I .40 DAYLIGHT ro o v) -J Z irn. -4-- 044 a> (-44 ....i.... MI STRIP AT CURB to 0- IMINIENNENNOrti f11. ....1 ,.;:r. i • Milli iii ON MIN CLEARANCE 0 < 1- ›.- '-'410 LU 0 I-- CI C3 ag c cv SIDEWALK ( ) z o w ......., 1.1.1 3" MIN' BREAK FLANGE I (/) C..9 Cr==4 ICC C4 CI 11 OS&Y VALVE _)-5 t.z..) ..g.u jct.- CY") .....-=.--,-_-...-- 0 MAX. I I I I MEGA FLG OR EQUAL . ji,, ty LO, e'W 'i -v - ,Z,- -"*' ,- • - - '• ' `-"Va.-41' - 0., t....., ....1 ,ITI- F.- ,' . -..- ....- : .: .._-' ••-- - "- p'..,q,. k.40-7 Z,,ed• % Milli 11111, ...6, a le • a - 1 - i tii tf, ... ..... 4..-- IL...":7*?■:Elni/.11:271.1410;:XV 7.'t• y 4)% Iti`NV 411) '.;I INUNE CHECK VALVE 7-rC E i'--; 0 ,-4,,, - - ,- - ,,. --.....,-.# ...-, , „„ .•_ .•-• . -6...............-•-•"•;;1111111111...........slim, NOTES: xv - . N4e,^ ' ''' 4"t °•9.:•***''4.104414:4`04"0:64 11.11 re%WNW . •7 X P.".41Tf.,464.1iii:40+,iitiNt;Alfa,,i4til an iktit,•,:f•t.:1 1111 1111 _ , w ..., „..., .Z ILI .t...1, _.,00..,_Aii, it=„nims . ...,... <c. 1. HYDRANTS TO BE MODERN MUELLER CENTURION, A-442,(OR APPaD EQUAL) 6" MU, 5 1/4" I I I I CONTRACTOR TO INSTALL 3-"Immi 211111I1141,11ordomiliedAmIllIPI al RODENT 1,11‘1111 all111111111 Y ..`.,...'\ MVO 3 PORT - TWO 2 1/2" PENTAGON OPERATION NUT, OPEN LEI- I WITH THE FOLLOWING: CONCRETE BALLAST 3 CU. YD. Z SCREEN 0 .., Z.3 A. OIL RESERVOIR \,<N, •..,. \ \ \''s• MIN. WHERE FLOODING OR il 'STANDON" MIMI , o _...1 cri In rn i-->-- .>" \ \ \ /\ v. _ .., 1 . IMP11.1111111101 03 <4. 03 S3iVii0SY,ti C)00 CI B. BRONZE AC-RATION NUT NOTES: \ \ \ \ \ /- HIGH GROUNDWATER EXIST-- sq, (TYP.) ----lie DRAIN TO DAYLIGHT OR w ri^) 4',\Nss. 1-• to C. BRONZE SEAT RING '\// 1/ /\ N")N 4-v INSTALL SUMP PUMP _J tn C3 -,,...;,\,,,,\ L111-1 ES 1.,... -C2 IM 1111 ‘74:1*-. D. WEATHER SHIELD CAP 1) VALVE BOX NOT TO REST CONTACT CITY FOR o . 0 o LAI c;rn C. I.0 C)to E. SAFETY SLEEVE COUPLING ON OPERATING ASSEMBLY. i ELEVATION PUMP SPECIFICATIONS Ct LO Lt./ 2 r Cri In rn F. THREADED NOZZLES WITH "0" RINGS 2) OPERATOR EXTENSION }--- w=! iii - < ii:o....6:. n - 1.3 0 0 ui Z lia G. NATIONAL STANDARD THREADS REQUIRED WHEN VALVE NUT LIJ I- z • v.)z cr) 2. SAFETY CHAINS TO BE REMOVED. IS DEEPER THAN 3 FEET W c=1:= 24" 12" MIN w w cr)0 i • z---i 0 ° 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED FROM FINISHED GRADE. 24" MAX in <,......r-- t-9 0 Vi C:) %-) 11-1 BY DISTRICT FIRE MARSHALL. , 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. 3) CENTER VALVE BOX ON FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM w c,z - '4111111 ti; to 4:2) .6.... 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. AXIS OF OPER. NUT. UTILITY VAULT OR *EQUAL BILCO DOOR OF DEVICE -4c z 0 z 1111110` .- al. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. 4) PROVIDE 24" SQUARE BY 4" THICK 1 SIZE WITH F.D.C. W111-10UT F.D.C. OR *EQUAL Iinniaii' --:*:-... um -.Ns - 0 C).._1 M I.-5 :15 ga_ -..■ efl , el 0, ....-2 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED 24"-..-1 4 676-WA 577-WA J-5AL vomplaiii ... CONCRETE PAD AROUND VALVE I- NIt . *:4 - Ce Cr cn ..-..1... (1) c7)I BY ENGINEER. 6 887-WA 676-WA J-5AL << kt BOX OUTSIDE OF PAVED AREAS LLJ 1 Z r'lcu 8 I 34. 8 5106-LA 687-WA JD-3AL 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. (OR EQUIVALENT) AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD 10 5106-LA 2106-LA 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER c) = __co *cm ENGINEER APPROVED EQUAL -..--v.) ....-- ON THE 4 1/2" PORT. .. , APPROVED B APPROSED Est APPROVED Eft APPROVED 8'f: CITY OF TIGARD NO SCALE ary OF TIGARD NO SCALE crry OF TIGARD NO SCALE CITY OF TIGARD NO SCALE OREGON AGUSTIN P. DUENAS, P.E. OREGON AGUSTIN P. DUENAS, P.E. OREGON AGUSTIN P. DUENAS, P.E. OREGON AGUSTIN P. DUE NA P.E. Iii cmprrAL CONSTRUCTION AND C37Y ENSINEER FIRE HYDRANT DWG. NO. II.,... -.111 CAPITAL CONMUCIION AND CITY ENGINEER TYPICAL GATE DWG. No. Jr : -- :',. cAprrAL comsnituarfoN AND CITY DRAWER DOUBLE CHECK DETECTOR DWG. NO. : .,-, -111 cArrrALcommucricwArto CITY Dowel VERTICAL BEND DWG. NO : ,,‘ TRANSPORTATIONDIVIMIN : 11, _ TRANSPORTA.TION DIVISON I-•, TRANSPORTATION DIVISON • I-, :,,, TRANSPORTATION DOWN • - -: 1,3128L.W.MAWR:YD. ASSEMBLY 542 ,- tun LW.ELM BLVD. VALVE 503 - 13125 LW HALL BLVD. VALVE ASSEMBLY 533 , =25 LW aamauvrt. RESTRAINT 563 TIGARD,OREGON 97213 JULY 2009 _ TIGARD,OREGON 97223 JULY 2009 TIGARD,OREGON 97233 JULY 2009 TIGARD,OREGON 97333 JULY 2009 TIGARD *MOM goa)6X4171 TIGARD VOICE:(303)6394171 TIGARD voice:pas 6354M TIGARD VOICE.(03)639-4171 FAX:(303)614-7V17 APPROVAL DATE PAM OMR 494-7797 APPROVAL DATE PAIL(304 694-7297 APPROVAL DATE APPROVAL DATE , , ,...C.D = 18" CAST IRON 910 BOXES (2) OUTSIDE PAVEMENT WITHIN PAVEMENT 3a-0" -...1 6a-0" ..• , .CE 14.J au 10• FINISHED GRADE -- \ / .., "A'.\ .....x.,, *./ N X' ‘\/' ' 4" MAX. r.... 14Z PROVIDE VALVE OPERATING z< • = 18" CAST IRON 910 BOX NUT EXTENSION SEE DETAIL W5 • TRENCH WIDTH ' L 1 / / ,,,,,),e_tri_4-o- --,....sior . • C.') ---\\W S` 12" 'fr,, i41111 C..) \ 4---- MIN TYP GATE VALVE • 2" BRASS PLUG • ,...j ,,. ,'&&. , I HAND TIGHT LI (SEE DETAIL NO. 503) --\\ '4...1 .. -- • -•• • 2" ADAPTER COPPER ' -•a'AN•4-:..:' . , ..z.11,• . Z 1.6 FINISHED GRADE „i, --,.• SWEAT TO FIPT (....) ---\ . IN .., 1111;1‘ M 1 • .• -.4‘. r- 2" COPPER TUBING (11) I 3000 PSI .• ,//, II (TYPICAL) h.. ), ...)//t.,- ;---:-..4/.:-.-,-.. f::_,..... ,:. wi Ar -iL--) iihai' ......;:-,ii,---,---arr .. - COMPRESSIVE STRENGTH •- •• 't,,,. ,r1 1 P i*,,, 4::) • -"firoll/4„; ,---m-----c„) Imo Dmprirrip °Pk c.,:a4at CONC. THRUST BLOCK • . . r ampo 1 -- PA 44fr I All. d , . . 0 ..s (...) ji".4. Pr 0 Ps.'11, 7 VI 0/ ... AGAINST UNDISTURBED ..:.----4 - -:4: • (1) -2 ..*1... :. :- .e.•' 'Zilf. lii* a aPts . .4.4 nic' , .,,, ,, , , ..,), \„, ,„ EARTH-BEARING AREA MIMI MIN lie.1■•■•■■■algolleoil?' CX tO ,s,...•";>\,s, \s,. ...„„.\•\ ../ V\,../ \ ,,,,/,Ali ON BOTH SIDES OF PIPE ">//: // // / .,/, N , N. z \\ \ ■N\ \\\, „\N W; P-dirit:144410411 2" ELL COPPER LLI 0 ,.... \ . ....,/ '') ill ..'''‘. (CONCRETE DIMENTIONS TIE RODS WHEN 74-A-7,1777.4.1%.triP.4.V.."'AlrakuKer4r-r*v°:•' •;•34104414414WV* SLIP NN C:3 0 .c< HAND TAMP BACKFILL ARE MINIMUMS - SECTION REQUIRED, AS PER N4*•*•: -WW•\.‘'. ' -•-.‘-■•••■• 1.1`.--. .. -P,.7.;-,Ili""•:-.:-..--,,,,A; , / ,?.?<.,-;,-0.- ;... ,-.:-...,/,‘F- . 'e• - *./ CCI AROUND TOP SECTION \ / REFER TO DRAWING NO. 56* 44":10> :4, .,.."4,,„.4-, "..• MANUFACTURERS N. AA/. .1'..,, is-4,4<st , \\-.e, < CS , ,,c,„ , FOR BEARING DATA) RECOMMENDATIONS -#4'•#• 2 ADAPTER COPPER 0 1 2" .\- SWEAT TO MIPT cx 0 I-- .1.2....6 \ z < \ / .., m IN TYPICAL: U.3 -- :2 ' -00........... --, 6" ASTM 3034 PIPE CONCRETE PIER BLOCK t2e < u) I% 1-... k- BUTTERFLY VALVE tio t-.4 BOTTOM SECTION TAPPED 2" PLUG, CAP MECHANICAL FIELD RESTRAINT REQUIRED 2" TAPPED 4 0 0 0 z = ce ENDS AS SPECIFIED ,--1"- e 4.4. 4//X,N,,s, OTHTINGS AS NOTE ER TYTON JOINT PLUG OR u... .... ILI ,,,,, CI ,1, .ai. .0...".1.-mmo, .0...r..14.A144.6 ....--.-.• .. FIT : M.J. CAP WITH MEGAWG Imo u.. 1.- W 1'ill 1 ::4!-:: ..:4: REQUIRED THREADED BRASS PIPING RETAINER GLAND Pm' D S (5 '1'11•'1 -. 44( (...) Z , i I • . I . • , .1 II. MAY BE USED IN PLACE OF COPPER TUBING < Ge sieW 0 E tE r/ ,,,, ,111,11, CI 0 LW 1 Iii .111.1111111.151 PERMANENT 0 4....... t4, ...a z mai u.. 11111111111111111 Z 6 > Z El. ,, . \ \ . .. :.. ____ 11- STREET PLUG OR 0 41) i-- .,., 7 / [EDGE OF PAVEMENT Z •' .... 3'0" • PHASE BREAK - D LIJ = n to NOTES: ,,.,„,,,, . .6„ \ ,\ ' V 7,- IN -y- ''71 1_WN.). MJ GATE VALVE NI = 14 Z 1•••• \ '" GEAR OPERATOR .• - - /... • -e:,'1.• .. •A . . -"1111111 AND VALVE BOX 0 --O.• ..., ■4 4eN 4 • t ■ X "1 1''"`"0" \N• ' .4 '' U.1 te- Z r.r) .,c,i,) 1) VALVE BOX NOT TO REST RETAINER GLAND '4+* 4' -?0- DITCH LINE COMPLETE 1.I. 0 .‹. ON OPERATING ASSEMBLY. *v..S,\'Nr*, REQUIRED X < V) 1,...) ....., k [ 2 -0" 18 4a-0" / ->`,/.\\.(\',,, I- tzt 2) OPERATING NUT EXTENSION - - MIN, MAX. \<,,,,,-,/\....., ‘,\ ,,,,/•/..x,•\-7,‘..-••‹...". •••(//`,/,--", ,,, la , ....If i OM 1.0 C3 21''Aint .; C.') ft REQUIRED WHEN VALVE NUT , 4;1 ::mummemoommosiimmumi ....., ,_, .,.. PRELIMINARY , ›.... co ; c) ..d IS DEEPER THAN 3 FEET - PLMAI MIN - '-w.-,,, 74.2c,-,--,%.,[,-;, ,:,\<.,&:,;,.:-k- :,c,.;-„,:y ' . / 'N...../*;...,;(,),,'.:\j /i= eNi 17::: FROM FINISHED GRADE. (A() SUBJECT TO REVIEW AND COMMENTS li , IMAM CO SEE DETAIL W5. 24 RETAINER GLAND(S) UNDISTURBED EARTH , DO NOT USE FOR CONSTRUCTION i oc5. 1 QUANTITY BASED ON PIPE SIZE ......_, ________. ......, ___ ............._ Z c) 3) CENTER VALVE BOX ON STRADDLE BLOCKS TO BE USED ONLY BY APPROVAL OF CITY ENGINEER. MECHANICAL FIELD 02-25-2010 D . („0 rz: ,.... AXIS OF OPER. NUT. RESTRAINT REQUIRED et..Cli 1. END OF LINE BLOW OFFS la , ‘4K %K. 4) PROVIDE 24" SQUARE BY 4" THICK •• 0_\) PROTE .... 2. BLIND TEES SX, .;(.) CONCRETE PAD AROUND VALVE BOX I.- 24" - 3. BLIND CROSSES L BE DETEliMINEC 4 .? 0G I NE- t:---- OUTSIDE OF PAVED AREAS AS 4. VERTICAL BENDS IN THE FIELD - 76,07 la "cK , 0) 1*-- SHOWN IN CONCRETE PAD DETAIL %... ..:c CONCRETE PAD NOTE: MECHANICAL FIELD RESTRAINT IS REQUIRED FOR THRUST RESTRAINT TEMPORARY z cz) is. ff),-... APPROVED Elt APPROVED BY: APPROVED Y: ary OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD B NO SCALE OREGON 4) 0) ...-■ OREGON AGUSTIN P. DUENAS. P.E. OREGON AGUSTIN P. DUE HAS, P.E. OREGON AGUSTIN P. DUENAS. P.E. c- z c) 111 ,.. ow ENGINEER TYPICAL BUTTERFLY DWG. NO. 41 : liti ,,CAPITAL irCerRUC13091 AND CITY ENGINES, STRADDLE BLOCK DWG. NO. . .,*"'All, CAPITAL CONSTRUCI1014 AND MY ENGINEER 2" STANDARD DWG. NO. -7, ek -r>. ..-A..„ 12 , 1, .„..,.. ow 1 a ,.... TRANSFORTATION DIMON I lir.:.-. TBANSPOIECATION ANSON .„,.... , . urn . .HAIL BLVD. VALVE 504 .,. 1312S S.W.MALI BL911. BLOCK 561 urn S.W.HALL BLVD. BLOWOFF 570 ..4 ,n,, , TIGARD,OREGON 97923 JULY 2009 TIGARD,OREGON VRS73 JULY 2009 TIGARD OREGON97223 JULY 2009 s. (z) Ct TIGARD VOICE.:004 63.141TE TiGARn VOICZI(303)6394321 TIGARI) VOICE:403)639•4171 ......I ta. FAX:pa*6114-720? APPROVAL DATE FAX:ORR 661-7997 APPROVAL DATE PAID. 503)0347W APPROVAL DATE \_..... Et Q () Revisions and Addendunis PLANNING & ENGINEERING SHEET ly CAPITAL CONSTRUCTION AND SW HUNZIKER STREET kw- Description Li-- Date No. By _ TRANSPORTATION DIVISION 10 14.•'''''''. Z '' ,..., ,./-■ ts a 1:11111Nos, ‘ 13125 S.W. HALL BLVD. AND SW KNOLL DRIVE / 0 ,L., El, OF .,....... 104 West 9th Street P: 360.750.0399(WA) 0 . . TIGARD, OREGON 9722,3 .. .. N:, tb -4:3 E Suite 207 P: 503.417.8639(OR) VOICE 503-639--4171 Vancouver,WA 98660 F: 360.750.0433 FAX: 503-624--0752 FROM SW HALL BLVD. TO 200' EAST 10 wvwv.mghassociates.com TIGARD WWW.TIGARD-OR.CO 1-;') .113 FILE NO 0... 1.7:- PEOPLE MAKING PLACES PUBLIC DESIGN' MSWIDRAWNIJSR I CHECKS DJI-1 PROJ. NO 1 XXXX I BID ON PUBLIC WATER IMPROVEMENTS xxxx IMPROVEMENTS PROJ NO. . 20825 . \ ) 04.09.2010 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF TIGARD AND ODOT. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM THE CITY OF TIGARD AND ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. C5 1111 1 9 .. FOR REFERENCE ONLY W P � � co' N . � A 6 U � � o �, � 0 as Z 0 7R/1 FF/C S/G'/VA L L EGEIVD � a Sly/ HALL BL /D. % T Std/ HUNT/l��R S T o 1,.... CONTROLLERS..._ JUNG TION BOXES _ OR. � 4 7 A T Al. P. 5. 24 Q m -tc, RR REMOVE AND RELOCATE MODEL 170 CONTROLLER & MODEL 332 CABINET m RETAIN AND PROTECT EX/STJN6 JUNCTION BOX = m .- RX F/RE PREEMPT/ON z } — � Q N REMOVE EX/STING CONTROLLER CAB/NET CONCRETE FOUNDATION AND PROTECT EXISTING GAL V CAST IRON STREET BOX KTH t° CONDUIT TO JUNCTION BOX _c 4111 RETAIN AND PROTECT EXISTING FIRE PREEMPTION DETECTOR UNIT W c0 c\E CONTROLLER CABINET (SEE SIGNAL PLAN) � RETAIN AND PROTECT EX/STING GAL V. TYPE 5 CAST IRON JUNCTION BOX FD � 3 v� m RETAIN AND PROTECT EXIST/NG FIRE PREEMPTION FEEDER CABLE Cit C " R REINSTALL EX/SANG CONTROLLER J8 ABANDON EXISTING JUNCTION BOX War a N to RR REMOVE AND RELOCATE FIRE PREEMPTION DETECTOR UNIT JB INSTALL 22" X 12° X 12° (MIN. DIMENSION) PRECAST CONCRETE JUNCTION BOX g v ¢o POLES - RX REMOVE EXISTING FIRE PREEMPT/ON FEEDER CABLE �rn n, X& SP JUNCTION BOX (SEE SIGNAL PLAN) � s 3��s s� o o ono RETAIN AND PROTECT EX/S7TNG STRAIN POLE m z �v�SP INSTALL CHANNEL (CH = CHANNEL), (N = NUMBER) BARREL FIRE PREEMP170N DE7FCTOR UN/T . al RA v INSTALL 4° X 4" X 4° GAL V CAST IRON STREET BOX 147TH (S = SIZE) INCH CONDUIT TO JUNCTION BOX � ��i�°m MP RETAIN AND PROTECT EX/SANG TRAFFIC SIGNAL MAST ARM POLE Z � INSTALL S" AJAX. SAND POCKET BLOCK-OUT 149TH (S = SIZE) /NCH CONDUIT TO JUNCTION BOX Ail/SCEL L A A/EO(JS Z , J � � � MA REMOVE EX/S77NG TRAFFIC SIGNAL MAST ARM POLE (COMBINATION MAST ARM STRAIN POLE) � i _ +- � m �; RX LOOPS RETAIN AND PROTECT EXISTING POWER POLE (POWER SOURCE) FL' r^ � REMOVE EXISTING SIGNAL POLE CONCRETE FOUNDATION � � es • AEI � RETAIN AND PROTECT EXISTING MESSENGER AND TETHER CABLES ' ■ Mr INSTALL SPEC/AL (X = NON-STANDARt�) TRAFFIC SIGNAL MAST ARM POLE (SEE POLE ENTRANCE CHART") p� INSTALL PHASE (PH = PHASE) 6' ROUND OR 4' DIAMOND VEHICLE DETECTOR LOOP m RETAIN AND PROTECT EXISTING MESSENGER CABLE ler INSTALL (L = LENGTH) FOOT TRAFFIC SIGNAL MAST ARM N INSTALL PHASE (PH = PHASE) 2 0 FOOT DIAMOND BICYCLE DETECTOR LOOP 39 RX REMOVE EXISTING LUM INA/RE POLE - BY OTHERS ail INSTALL (X = NUMBER OF CABLES) PHASE (PH = PHASE) LOOP FEEDER CABLES LP S/GNAL S -P d INSTALL (N = NUMBER) PAIR OF LOOP WIRES SIGNAL MOUNTING OP TIONS m RETAIN AND PROTECT EXISTING PHASE (PH = PHASE) VEHICLE SIGNAL B = ADJUSTABLE SIGNAL BRACKET ASSEMBLY bY/RAIN CAP(S) griA RETAIN AND PROTECT EXISTING PEDESTRIAN SIGNAL, PUSHBUTTON & INSTRUCTIONS (INSTALL 1" METALLIC CHASE NIPPLE) WIRES ,____.. mRETAIN AND PROTECT EXISTING PEDESTRIAN PUSHBUTTON & INSTRUCTION SIGN � SIGN/I L HE/ID TYPES co v RETAIN AND PROTECT EXISTING WRING (' z RR REMOVE AND RELOCATE VEHICLE SIGNAL m 2 - 12" R, 12" y 12" 6' `-'� � RETAIN AND PROTECT EXISTING CONTROL CABLES 3L = 12" RL TA, 12" YL TA, 12" GL TA cn RX r---: REMOVE EX/S77NG VEHICLE SIGNAL RX NO 0 D REMOVE EXISTING WIRING T�S 13 PH INSTALL PHASE (PH /EH/CLE SIGNAL J O RX REMOVE EXISTING CONTROL CABLES m � p : � 1. ALL MATER/ANS AND WORKMANSHIP SHALL CONFORM TO ODOT ORDINANCES ANO STANDARD SPECIFICATIONS, THE YEAR 0 Q D � PH INSTALL PHASE (PH = PHASE) PEDESTRIAN SIGNAL WITH CLAMSHELL MOUNT & PUSHBUTTON WITH 'H' 2008 OREGON STANDARD SPEC/F/CAT IONS FOR HIGHWAY CONSTRUCTION, AND THE OREGRN STANDARD DRAWINGS. � � � w ',.1. MOUNT N-C INSTALL (Al = NUMBER) NO. 8 TYPE THWN (SIGNAL SYSTEM COMMON) W < N 2. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT AND LABOR TO REMOVE; RELOCATE, AND/OR REINSTALL 0 � C) w � THE MATERIALS AND EQUIPMENT AS DES IGNATED ON THE PLANS. i- � SIGNS N G INSTALL (N = NUMBER) NO. (G = AWG WIRE SIZE) TYPE THWN !ORES H Q � V �� 3. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY EQUIPMENT, MAltRIALS, AND LABOR TO FURNISH AND INSTALL THE 1� W �� m 63PH INCLUDES 3 SPARE WIRES FOR PHASE (PH = AS PER TABLE NEW EQUIPMENT AND MATERIALS AS DESIGNATED ON THE PLANS. < O � p AL RETAIN AND PROTECT EXlS77NG ALUMINUM SIGN & MOUNT J Li... N Z 0 4. THE CONTRACTOR SHALL CONTACT POE TO CDORD/NA 7F ANY POWER SERVICE SHUTDOWN OR MODIFICATION TO THE -J Q EX/ST/NC POWER SERI//CE CONNECT/ON. 0 � � V w RX REMOVE EXISTING ALUMINUM SIGN & MOUNT i AL CONDLJ/ TS 5. LOCATION OF EX/S77NG EQUIPMENT IS APPROXIMATE AND SHALL BE VERIFIED BY THE CONTACTOR. Y Z N Cie ?� INSTALL ALUMINUM (30" X 36"; TYPE �tY7) "LEFT TURN YIELD TO ONCOMING TRAFFIC" SIGN (OR10-12) 6. THE CONTRACTOR HAS ULTIMATE RESPONSIBILITY TO VERIFY SIGNAL HEAD t/ERACAL CLEARENCE ABODE THE ROADWAY W � O gi RETAIN AND PROTECT EXISTING ELECTRICAL CONDUIT SURFACE. F < � U H.c:3) 7 THE CONTRACTOR SHALL USE THE LATEST OREGON STANDARD DRAW/NGS AND BLUE/GREEN SHEETS. SEE LIST BELOW � C4-0 CABINETS � RETAIN AND PROTECT EXISTING DETECTOR CONDUIT FOR LIST OF APPLICABLE STANDARD DRAWINGS. ' I— a) � � 8. ALL JUNCTION BOXES FURNISHED AND INSTALLED ON THIS PROJECT SHALL BE PLACED WITH/N THE CONCRETE SIDEWALK � CIO � RETAIN AND PROTECT EXISTING TERMINAL CABINET � ABANDON EXISTING CONDUIT AREA OR SURROUNDED BY A CONCRETE APRON. U CI INSTALL (S = SIZE) INCH ELECTRICAL CONDUIT 9. ALL LOOPS ARE TO BE INDIVIDUALLY WOUND CLOCKdi?'SE AND SERIES HIRED AT THE JUNC770N BOXE OR CONTROLLER AS O 6-, � RETAIN AND PROTECT EXISTING SERI/ICE CABINET ---- SHOWN ON THE LOOP DETECTOR WIRING DIAGRAM. N 10. ALL DETECTOR LOOPS SHALL BE LOCATED IN THE CENTER OF THE LANE UNLESS OTHERWISE INDICATED ON THE v j � RETAIN AND PROTECT EX/ST/NB METER BASE e INSTALL 2° CONDUIT STUB (FOR FUTURE USE, CAP ENDS) DETECTOR LOOP PLAN. CP 91. ALL SM SIGNAL POLES ON TH/S PROJECT REQUIRE FOOTING DESIGN BY A REGISTERED ENGINEER IN OREGON (SEE DWG. � IP INSTALL TERM/NAL CA8/NET !� DETECTOR CONDO/T (SEE DETECTOR PLAN) 653). THE COST FOR PROIilD/AlC THE FOOTING DESIGNS SHALL BE COVERED BY THE CONTRACTOR AND INCLUDED IN � THE PROJECT CONSTRUC770N BID. �. CO ELECTRICAL CONDUIT (SEE SIGNAL PLAN) 12. ALL MA TER/ALS SHALL BE INSTALLED 6Y/THIN THE PUBLIC R/GHT-OF-4Y,4Y. i- THE FOLLOYYlNG LIST OF STANDARD DRAWINGS IS REFERENCED IN CONJUNCTION W/TH THE DESIGN PLANS: TA1450, TM457, TM460, TA/1462, TM463, TM465, TM467, TM470, TM472, 7M475, TM480, TM482, IM485, TA/1488, TM430, TM499, 770500, TA/1501, TM503, TM525, 7711530, TM650, 7M651, TM652, TM653, TM660, TM6&l, TA/1680 N 6) O Traffic Roadway Section Approval Str. ID No. T.R.S. DWG. NO. PUBLIC NOTICE FRC �c,��iP�EFFsrj C ' i A ! BONNEAU SHEEf IMPROVEMENTS � � � DESIGNED c� �� o v RFD � � NGINEERING T ,� ,� S. W HALL BLVD. - SW HUNZIKER ST. TRAFFIC SIGNAL LEGEND TS— 1 P o8��' � IF THIS BAR DOES DRAWN '^ ''G OREGON q'� � (TI G A R D) o ! 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Y:,,, CON/ROLLER CABINET: COXDINA TE SIGNAL SHUTDOWN SCHEDULE i+l 'TTI CITY � TIGARD AND ODOT PRIOR TO , `'y P. �` «! +:s��y�y�:� 4 ` - E EC(I TING WORK; "-n+ G F ,.Ky°'4'*�r^ic{��..:.:k„rvy,nx SSYrss;;:i:• O .,,h.+v. ,.,.<.r *** CONTRACTOR SHALL REINSTALL EXISTING MODEL U ,, Apr.. ,,,,� .. 332 CONTROLLER CABINET I`D NEW CONCRETE (msµ).' �� 1� ,..[<y^-"`j -!r.T:`yW<r,>T,<un,�+cpv%5^'' 1` \ .RAt� �MII• i �a a� s� 1 RR aMR� n�.,a$F.i, w'X,w\ i n°'?.u':'^, ``” / �1► �x CD1' I 't LLDA' , AS's` A fD' AI'L' A �,f I G CODI RN AE t t s 01 1�tA P8 PP SP MA TD TERMINALS: RE E tCE DDDT STANDARD DRA WG . TM4L32 f"tom' I'DA D`ETAI'L 5:POLE NO. I ,�► ,tom a c. EX r f' • N ,^ P 8 P SEE SHEET T T FOR LEGEND 0 iiiik POI.E NO. 5 0 SEE SHEET FOR DETECTOR LOOP PLAN ' y, POLE NO. 7 " }r , , . . , - I . . ' r SEE SHEET T 4 FOR POLE L`I+I TRA CE CHAR a STA. 23+8363 RT Ja 08'0) POLE NO. 6 ,I III 1 STA. 244-4526 24+4526R1350' '-a op Traffic Roadway Section Approval Str. ID No. + T.R.S. DWG. NO. PUBLIC NOTICE ,. pRO, ~', CHARBONNEAU SHEET IMPROVEMENTS u O 1 DESIGNED 4 9301 4 S. SIGNAL ODIFICATION PLAN PROs NO. ) — RFD � HALL BLED. — � H N I ER T. TS- 2 �— LLC 20825 IF THIS BAR DOES DRAWN ,,, \,,p° ° , TI R -� NOT MEASURE 1" FRC \4j - / WO UV reen Rte, Suite 411 TEL (5 3) 2931 18 ,J THEM! CHECI4E0 �` C�� Poland, R 8F 04.09.20 10 __,, NOT TO SCALE C� �d, 8 FAX(503) 1119 2 of NO. DATE BY REVISION EXPIRES: 12/31/11 PROJECT NO.: 09-29I SCALE: 1”=10' , DATE: DECEMBER 16, 2009 FERENCE ONLY . NOT APPROVED WITH THIS PERMI f CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL ,- .,, BY THE OREGON DEPARTMENT OE TRANSPORTATION (oDoT). THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT - , PERMIT AND APPROVED PLANS FROM ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. ,. i' C5 0 21 I . FOR . - , ONLY _. . 0. E � �N......0 c ;4:0:i,, . 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DISTANCE* PHASE PU1/C7/Oiv SLOT 1 < 0 0 t�� 2 1 220' 6 E,C J2U LP 1 I' �( D _._► 2 110' 6 E,C J2L 3--�6 1\ � i•• W a_ 3 75' 1 E C,CO 110 l\ � I ,C= 0 CL 4 15' S LD I .a O ._.. Z 0 $ 5' 7 E,C 1911 8 11 Li �''� O v Z. 0 t/1 Z E- w 6 75 4 E;CO,0 160 V M c�c w 7 15' S 4 CD 1�jU SB M i Z LU = r=te s U • t+"" 8 5 { cn V) .9 75' 4 E a CO 16L �� W 1"` Z ce cry 10 15' S • O v ~ 11 ,5' 4 4 C 170 H � 0o lief 12 1 S 4 CO ITL 1... 9" -10 13 ;55, 1 _.... co 0 14 220' 2 £C /2U Z m 15 110' 2 5C 12L D 16 75' 5 E,C,CO J11/ 0 17 15' S 0) 18 5' S 0 cJ 19 1.5' S 5 E,C J9U U 1 c) 2O 5' -- 21 75' 5 E C,CO J6U • ' 22 15' S 8 F C J6L ' 23 BIKE 5 E C,CO 24 501 6 � , JJU o cpr i= • I-. NOTE C CONTROLLER CABINET EXISTING DETECTOR LOOPS NOT SHOWN ON PLAN. ALL c *D/STANCE MEASURED FROM LOOP CENTER TO STOP BAR. EXISTING DETECTOR fi LOOPS SHALL BE ABANDONED. I L OOP DE TEC TOR WIRING DIA GRAM a c ...-- co Traffic Roadway Section Approval Str. ID No. T.R.S. DWG. NO. _ PUBLIC NOTICE cc�„ PRO/ cHA ! 1 SHEET"iii IMPROVEMENTS - FRC +0 I iv* ��i 0 DESIGNED ,, 4 9301. 4' S- o �o — 1 RFD `� �" T ( SW HALL BLVD. -- SW HUNZIKER ST. LOOP DETECTOR PLAN PROD NO. o I t i 1S3 20825 0_,._ IF THIS BAR DOES DRAWN 046 40,4‘ TI G A R D - NOT MEASURE 1" FRC 1 4/*22,ti-- , 9370 SW Greenburg Road, Suite 411 TEL (503) 3-1118 O THEN DRAWING Is CHECKED 4-R. CHAS P n 72 . 04.09.2010 � NOT To SCALE +��Portland, o � 3 �'�� 2�� '�'�'19 • NO. DATE BY REVISION EXPIRES: 12/31/11 PROJECT NO.: 09-29 SCALE: 1"=20' DATE: DECEMBER 16, 2009 3 Of 5 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT a CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND ITT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL BY THE OREGON DEPARTMENT OF TRANSPORTATION (oDoT). THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. 1 , .' �.. .. r., ...._ r,.... :.r ^......... ,....r,....•. ... ,':.:-.�. \ :. .,.., ,.... .. r,.t...... r...,... .«ss,,._... .. t.e .._.ex..3.. ,. .,,...« ..,.«.,. <.. ...1. ....,. .. .,., ...... .. ... ... a.- .. ., ,,, C5 . 22 FOR REFERENCE ONLY Lai to E o C � N 0 . r. a- . !�' o c C O W I„M„ t) _ 0 0 0 STR/P/NG PLAN CC c ----"••■11114-- -1111111111IMEK_ ict - ..0 a S W L SL /D. A T S W HUN//KE/? S T: H/I L f... 0 ce) 20 . 0 20 SCALE IN c LO a) Z > r„,,ik O : N 11..- .� to css Uj 00 N Sr4 cc) 641 f .2 N c> i ►Q ty tt>...._ f* , 48.5' `"1 Ra Q ' ,1 M 53 J.. DCS 000 g rn EX MA JC3 ; ;?/PING! TO e + O ` - .7:_ii mi r_..:„„::::r....: ® (, m o to RX Atitss z W 12' o . I. o , z co SW HALL BL RIP/NG PL AN LEGEN D iiiiiimmiiiii '4::: ,t _..... „1.4 <2° — o f 20 OC — ._ I _ -�. ± -- — I REMOVE NO TES . u STA 22+25 03 W ' `* `. 03 e- o t > &".�. RX _ RX 1 REMOVE EXISTING 8" WHITE LINE ir RX� MATCH TO EXISNG STRIPING 7` - STA 19+82.05 LT .3.8' 12' REMOVE EXISTING TWO-WAY LEFT TURN 4" YELLOW LINES LA RX REMOVE EXISTING LEFT TURN ARROW NM' RX REMOVE EXISTING RIGHT TURN ARROW al EX RX ® ® RXI REMOVE EXISTING BIKE LANE STANDARD STENCIL W2 RX� DW REMOVE EXISTING CROSSWALK LINE 2. RETAIN & PRO TEC T NOTES U a EX H- RETAIN AND PROTECT EXISTING 4" WHITE LINE U ' 0 A EX z ____J RETAIN AND PROTECT EXISTING 8" WHITE LINE (n ' LSA W-2 CJ? RX ® EX RETAIN AND PROTECT EXISTING TWO--WA Y LEFT TURN 4" YELLOW LINES 0 ------, 141 kii, , EX! LA ND TWL xt EX _ ND RETAIN AND PROTECT EXISTING NARROW DOUBLE NO-PASS 4" YELLOW LINES W tL ,L._ RA RX '\►' C) EX 0 RA ` t CO -.. 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STA 26+14.04 L T 10.6' INSTALL TWO-WAY LEFT TURN 4" YELLOW LINES c- Cn 144., el': A imp I - 25 0 f ND INSTALL DOUBLE YELLOW NO-PASS TWO 4" YELLOW LINES ce Z ' , z .-- ,,,, cie) ..J `�. «r 24+00 I,.. _ ----I _ _ <96 0 1 -' `R LA INSTALL LEFT TURN ARROW Y#�h'1TE u ( ( GL ND SW HA LL BL VD • �. f :.: ,v. tr�� -sr 1....... ® f RA INSTALL RIGHT TURD ARROW (WHITE)TES H- 40 Mill-0 C RX EX RX Z . 6 RX (1) :Z CW r ND LSA INSTALL LEFT TURN STRAIGHT ARROW (WHITE) : tn ... - iimalmiammi in immir "~ STA 26+14.04 LT 10.6' 4 INSTALL STANDARD CROSSWALK TWO 1' WHITE BARS` LL z. l Win- INSTALL STOP BAR 1' WHITE BAR a cn a 400 RX ® ® U'C:0'I ND as INSTALL BIKE LANE STANDARD STENCIL (WHITE) CD ._ ,_ MOM IMO _. -. — .._..... W-2 ND W-2 0 15' / CD RX ® ria EX W-2 W-2 W-2 ND DW D C+ 410 _ : 0L o o-) NOTE• li ' "Z. THE FOLLOWING LIST OF STANDARD DRAWINGS IS REFERENCED IN — CONJUNCTION WITH THE STRIPING DESIGN PLAN.. o TM5CO3 TM501, 17 1503, 7-M525, T f53U C al ("NI - 1 0 0 Traffic Roadway Section Approval Str. ID No T.R.S. DWG. NO. PUBLIC NOTICE �� p��- � � SHEET IMPROVEMENTS FRC �,� x �`Sr `* . DESIGNED �, �► 9301, �' l .- 0 0 - F NGINEERING S. W H ALL E LVD. -- SW H U N ZI KER ST. STRIPING PLAN T �� TS- 4 X}825 IF THIS BAR DOES DRAWN ,,-1-N le OREGON AA TI A R D) -,,, NOT MEASURE 1 FRS '-1 422, x' 9370 Greenburg Road, Suite 411 TEL (503) 293-1118 REFERENCE ONLY 04.09.2010 a c THEN DRAWING IS CHECKED �� 'H�� t� �aC� C} � � NOT TO SCALE t , 723 FAX 503 2831118 .� 4 of DoTPR®�IEr WITH THIS PERMIT NO. DATE BY REVISION EXPIRES: 12/31/11 PROJECT NO.: 09-291 SCALE: 1"=201 DATE: DECEMBER 16, 2009\ i CONTRACTOR NOTE: THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL "' BY THE OREGON DEPARTMENT OE TRANSPORTATION (ODOT). THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. C5 . 23 FOR REFERENCE ONLY . 0. E CV 0 CT C C c C o © 0 SIGN, POLE DETAILS or_.ct _ ,. c., ,.... spy HALL avo A 7--- M ...... C Ce> OR, 747 AT M. P. 5 24 0 P OLE .._w \ TRANCE C H A R T . ›,:, 1�.wM11e, 0 cv 1.... a._ , . _ FOUNDATION .. --. _.. See .. th ru EQUIPMENT ON POLE EQUIPMENT ON MAST ARM LUMINAIRES S �° 11/1653 (Length in Feet and Equipment Type) (See Std. Drg. TM653) LENGTH IN FEET FIXTURE E `t `� LO PED. TERM. SIGN TRAFFIC PHOTO ' FIRE I~ ND�TIO REQUIRED ARM ARM OUNTING FOUNDATION POLE D TYPE SIGNAL CABINET SIGNAL Ei.E TRIC PRE- ARM 0 D D 3 0 4 D 0 D 8 KHMER TYPE TYPE WATTAGE 1-9-- NO. DEG LEN TH LENGTH DEG. HEIGHT DEG. DEG. DEG. CELL EMPTION DEPTH (FT. 0.5 4.5 9.0 12.5 07rnrn TS-2 EXIST *0/270 _ ...... _.... ..._. ._. EXIST *V2 *SA *SA *V2 -- -- _ _ _ _ — _ _ _ .._.. _ � .t y i 0 s yV p LJ OP."'p ill I I I 111 f147i`'2 0.5 8.5 1 6.5 0 2 TS-2 SM X 0/100 90 _ ....... _ _ 50 V31... V2 V2 _ _ _ _ .,._. ** * * _ . _ ._M. - •••■•.■ ._ z D7, D8 1- of Vehicle Signal Head ow L. . 4 E tIe 50 0.5 6.5 6.5 12.5 22.5 0 a •2 SA F V2 SA D5 !. of Pedestrian Head z �, 3 TS--2 EXIST *100 _ _ .�. _._.. _ _ _ _ _ _ — _ _■... _ _ _ _.. _ _ _ _ _ - rtr D4 �. a° D3 § a D2 4 TS-2 EXIST *180 _ _ _ _ _ _ _ _ _ _ _ _ ..... _ _ _ _ _ _ _ _ _ D1 [.._ of Arm i �_ j E LL E ` 5 * 0.5 10.5 lir TS-2 EXIST *180/270 _ _ _ _ _ EXIST *V2 *V2 _ _ — _ _ _ _ _ _ •.._. .�... _ _ t .....L... t NOTE: c. of Terminal Cabinet Equipment shown on orientation diagram 6 ' is clarification of distance and angles of `4 TS—2 EXIST *270 _ _ — _ ■ ■ -- - - - - - _ - - _ _ _ - _ _ equipment that may be located on a ok 274' �`" Most Arm or Signal Pole . _., c,_0 of Pedestrian Head —71 e H- 7 TS-2 EXIST *270 _ _ _ _ _ ■ ■ _ • _ - _ ■ _ _ • _ ■ _ _ _ VERNON, . MAST ARM POLE ORIENTATION DIAGRAM _I 0 * * ALL SM & ISM X SIGNAL POLES REQUIRE THAT THE CONTRACTOR PROVIDE THE FOOTING DESIGN BY A Z . ' REGISTERED ENGINEER IN OREGON. (SEE SPECIAL PROVISIONS, ' DWG. TM653). 5 1- D - O , _ `-' BRACKET MOUNT c 2J-I 0 'n V2 = TRAFFIC SIGNAL TYPE 2, ADJUSTABLE BRACKET MOUNT TENON NOT REQUIRED (SEE STD. DWG. TM462) ca V3L = TRAFFIC SIGNAL TYPE 3L, ADJUSTABLE BRACKET MOUNT TENON NOT REQUIRED (SEE STD. DWG. TM462) e ce L3 t�! ..... ILI c) SA = SIGN, 30" X 36" ALUMINUM W/ADJUSTABLE BRACKET MOUNT TENON NOT REQUIRED (SEE STD DWG TM465) ©'� Q Q ce ll()� E- �,1 F = FIRE PRE–EMPTION (SEE STD DWG TM465) e V Z '� 0 c:0 (� * EXISTING EQUIPMENT `I!` 'Q t* V ,�� North Arrow as identified on �-- � � � F.-- 0 0, the drawing specified in the chart Q a Ch lea Q o- a a LL. V) Z a— `— X w = eld 1-1-I tAlt 11' c.of Pedestrian Head 0 in < Z opli Cr) Mr 1............)* c i-->"" C4 Q5 Z co w NOTE: g: Equipment shown on the orientation diagram O `I is a clarification of angles of equipment that may U C).) be located on a Pedestrian Pedestal or Vehicle Pedestal cri PEDESTRIAN PEDESTAL / VEHICLE PEDESTAL 73 ORIENTATION DIAGRAM 0 0, F C SEE TS-1 FOR LEGEND �\ 1 o a) Traffic Roadway Section Approval Str. ID No. T.R.S. DWG. NO. PUBLIC � NOTICE �� gRU� i � � � IMPROVEMENTS N4 CE FRC "�� j' SHEET DESIGNED g3Dl I , POLE ENTRANCE CHART AND .. RFD SW. HALL BLVD. -- SW HUNZIKER ST• PROJ NO. T T DETAILS T 20825 �F THIS 8AR DOES DRAWN o GOx SI GN AL P LE �_ �� TIGARD - NOT MEASURE 1 FRG , ' , 937 SW Greenburg Road, Suite 411 TEL(503) 293-1118 - T KENT DRAWING LEIS CHECKED CHAS%� Portland, OR 97223 FAX(503) 293-1119 04.09.2010 �- n- 5 of 5 U NO. DATE BY REVISION EXPIRES: 12/31/11 PROJECT NO.: 09-29 SCALE: 1 =20 I DATE: DECEMBER 16, 2009 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT > ,.. ....r. ,....>.... f..r.....,. . ... ........ . ,. . .... ....,... .... ....> ..,. .. ...... ............. ,....... .........., . ....,.. ... .> 1 >. .....>>,. ....,.. ..i........,....> >,,... .\>,v,..., .,r.,.,....,, >. »> r,,.,.>„>, r,>.. „...,.,. ,.,.... 4 ,.,..........,..,,,Y .,.,.. f..f.....>> s..,. i.e.>.,. ...>. u., ,...v....>S r>, ,...., ,....,...,, >,.,..r,...,., .....,4..., ,err.,,.,,..,, ,.,. . s,...., ....r s ..., ., >.n. n ,....,, , ,. ,. ....r,> ,.. .,. .T'-r , >, .... , ,,.., >>..........,.....e,. ..,. ..,.. , .. .. < ..... v... ... .... ..,. ........,., ....... CONTRACTOR N THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL . o BY THE OREGON DEPARTMENT OF TRANSPORTATION (oDoT). THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WA Y SHOWN IN THESE PLANS. C5 . 24 �:ji ';.!_ r ,Y., i.;EE ;I': f�I', fl E ;t c 1.. �.. ` a I?iii .'f!' :,uf r. t Y i tf E E Y ` y ,I ,\ i.uli \ C ii:. , „,r� r , ,..\ : 1 , ,l 11 t .. ,.. ,• f 7 .,. :, '.f„I \ ,: ,.f ''iii I, :.7,, �f,„ ,:.� \, l \ I, } e' a !i { j€i d; .,�t ,:It� ,.x:) -,,..,a{ -..1 .....I ',. ,I ,:, :,_. } '::, \, r t, i ..t, IY ,�, \ i.i •, \. G iN ii t ,' til% iyi i I � !I, ra:! I •r ,„ # 'r, i I, :I'( 'ilk ;�f iii a'.+ii I c t. ,�i is ;II :i' '� ';•,•I "i;'; -:;��,. ..., ; �, �\.. �+ II, �, ;.�,�. f�„'., \ ��.iff, ,�,�.�� ,r� ,j':', '�:4;, iii 1;31 '�.i.r.. � f ft , r . - ' - ' • EGO �, s. w� EXPIRES 6-30-2010 OWNER BMP MATRIX FOR CONSTRUCTION PHASES • � THE PERMI� ICE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS f f , t ESCP AND GENERAL CONDI TTONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH MI c�- E `f :\ COMMUNITY PARTNERS FOR AFFORDABLE HOUSING THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. c� o$ '� ,,"r 6380 SW CAPITOL HWY., #151 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. ' ;` PORTLAND, OR 97239 ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. £,� U/ ;/ (503)293-4038 EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: UTILITY FINAL WET WEATHER mil CONTACT: SHEILA GREENLA FINK CLEAR- MASS INSTALL- STREET STABILIZ- (OCT. 1 - I' 1f>.7 = 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS';A ING GRADING AWN CONSTRUCTION AT10N MAY 3ISTf� ,. _. � ,..... .. r d3 .]1.gai� i$,°•,: ..._.. .� �....� ...: x..�,..�_,..._. ' �owaµ�, � rr � � ams. s..' AS GRADING PROGRESSES (SCH A b " 6.) I'"" � �, Wiz, x �..:--z.;: ,;>= g:. . r ..: ;.• = :, �;:4.. .;. = DEVELOPER ELOPER EROSION PREVENTION Ur'� ��£s'er"�'� ' �r � h i tj /1� Q _ £ r 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND PRESERVE NATURAL VEGETATION "X X X X X X j FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. (SCH A.7,a.i.) GROUND COVER X X Y....� I � , f -� z f ;� �:;��.® �` /I HOUSING DEVELOPMENT CENTER ,,,,,� .' 847 NE 19TH AVE. #150 f' t` �;% HYDRAULIC APPLICATIONS X (j it ' � ��v 1 PORTLAND, OR 9 7232 :p. �-- ,§» ~�, � a 1 3 >` f 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE PLASTIC SHEETING X x X X z 1 1 `� *. / f (503 335--3668 " ' ».,... ,. .. ,v,..: ,TM� ♦ END OF EACH WORK DAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS (SCH A.7.a,ii.) MATTING X X X X # �' � ,�' �.,�.�;. , ` } ,� //_,�✓ - � I CONTACT MIKE DI BLAST ' r a. wsn •,' . ��`r , '" "�. ,` l DUST CONTROL X X X X X X I £ �� ;_ b / DARYN MURPHY ca #'� g � ." 4. THE DIRECT PATH OF WORK MUST BE INSTALLED rEMPaRA SEEDING X X X X X LP V: f ar ALL TEMPORARY/PERMANENT mot"Ce PRIOR TO ANY LAND DISTURBANCE (SCH A.7.c.ii. ` ' _g � �r �i� � ) BUFFERZONE m - � . �.�.� OTHER. a> I t ��jjjj°°°,,, tt Lr '" ��> ^_ fKa: 'r6. E A .:, N. �.Qr x 5 OPEN AREAS WHEN PRACTICABLE BEFORE SEDIMENT CONTROL PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPE . - ° r-.,, . - r TES, INC. ONSTRUCTION SCHA.7.c.iii.1 "'-.. �� MGH s c LI `, z;��>w , -�' __r : .4:.,. 104 W 9TH STREET, SUITE 207 ( SEDIMENT FENCE(PERIMETER) X X X X X X AND AFTER GRADING OR ) x ' s VANCOUVER WA 98660 COMPOST BERM(INTERIOR) ' '\, ,.__� _,... 6. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR a -4i- U�:<, �/ .• __, � ,.� .��.,_. ;, _._ r. - ,4 360 750---0399 HA WILLIAMS N. ' 1 : OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED (SCH A.7.c.in.3 _ -��=.' CONTACT: MART GQMPaST BERM(PERIMETER) � � ,,�; 7.-..:37:=.::.„, _ _._ _ INLET PROTECTION X X X X X X cv' t , 7 MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF w c0 NI - -- -- -- - -- - - SURVEYOR THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. (SCH A.7.d.I.(1)) SEDIMENT TRAP DEWATERING col J s .• OTHER: SEDIMENT POND � ... ..n..�. ..,_. _,..µ...._...�_.=.. .. .....,,-- WB WELLS & ASSOCIAIES, INC. 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL 4230 NE FREEMONT STREET RUN OFF CONTROL c,�SWIM 111111111•111111•11111=11.1111•1111111111•11111111111.111.111111•11111111111■11/M a "'_° _ """ "s '� PORTLAND, OR 97213 TIMES DURING CONSTRUCTION. (SCH A.7.d.i.(2)) CONSTRUCTION ENTRANCE **x X X X x ` ' 503 284-5896 PIPE SLOPE DRAIN \ ( ) 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED TED SOILS FROM THE CONTACT BRETT D. BEDORE CONSTRUCTION SITE. OUTLET PROTECTION AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON-SITE AT A U c DESIGNATED LOCATION USING APPROPRIATE BMP's; SOIL MUST BE DRAINED SUFFICIENTLY FOR SURFACE ROUGHENING a MINIMAL SPILLAGE. (SCH A.7 d.iii.3) CHECK DAMS : �, OTHER: DIVERSION SWALES X X s 3.s tv, 0 S>v c)CO a C:::1 POLLUTION PREVENTION z i°n��-- L°n 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END OF ! ® r-�: E EACH WORK DAY OR OTHER BMP's MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO PROPERSIGNAGE X X X X • X X o o w° SITE MAP HAZ WASTE MG MT X X X X X X z "�' "�' NARRATIVE DESCRIPTIONS SURFACE WATERS. (SCH A.7.e.ii.2.) zz n ` 13-: Li- SCALE: 1"=60' SPILL KIT ON-SITE X X X X X X z 11. DEVELOP AND MAINTAIN ONSITE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE. (SCH CONCRETE WASHOUT AREA X X X X X X EXISTING SITE CONDITIONS ( OTHER: U "` A.7.e.111.3) z 0•0744 �U 3 RESIDENTIAL HOUSES WITH DRIVEWAYS z Z cu pp GMs 12. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, Q _� � .� �, DEVELOPED CONDITIONS APPLICATION, AND DISPOSAL. (SCH A.7.e.iii.(2)) �, _ "., „z � 40\ t.; `*- , T :' - LP'. ,. A cif .q';', < ' '_. '-' Sx ;_. 1 ;Y r: 2,' 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, USED OILS, s C•, o� '`� �, ` :�x :� � � - # ��: �' � !� �. A THREE AND FOUR STORY APARTMENT BUILDING AND PARKING LOT 'Cr ' : _;` ;� ':,: :, r: . . .. -.. : ,:,_ CONCRETE WAST SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC : ,, ._w..' _ __c. ; . CONTAMINATED SOILS, WASTE, s Q RATIONAL STATEMENT ,..: aA;;# . `. H . '.a x ; � qy;� . . . , WITH PUBLIC STREET IMPROVEMENTS tY'k. +> N<,� y 4< - - ' x Y N yr -E.,,3 e erci4 ` : ) z': .` y ` : -' lAr::cts A t:::,M 4,:-.::, i e : . SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. (SCH .7.e.1.1 AND SCH � SUBSTANCE VER ED A ' ,,;,.> :'ay V o5 rrs� '..`:`b • ,,,..._.$ "a ��,, k� ., iy,. -. . �•`: ..' ;, t ,x:' A.7.e.iii.4 MANAGEMENT PRACTICES MP OPTIONS BASED ON :: - NATURE OF CONSTRUCTION ACTIVITY AND ESTIMA TED TIME TABLE :;� � �. {. � . � . A COMPREHENSIVE LIST OF AVAILABLE BEST B O '' \ r , , Ow;• ::- °� � .i?,.. ,..7 DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT J . _... 14. THE SITE MUST BE CLEANED UP WITHIN 24 . r _ ;. i i 5 4:r c, 4 N 4 :::. - ' ^ SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE TH CONTROL PLAN. SOME OF THE ABOVE LISTED BMP s WERE NOT CHOSEN BECAUSE THEY WERE `��,�::,a:• :0.,-c,�' : : ��:;� �� ..� ..�.,.��- �."�9�� ..,: CLEARING (04.19.10 TO 05.12.10) ... . .. s- . ; , ,,9,..,, 3 ,=v HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSE THE CAUSE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR �; 9 MASS GRADING (05.13.10 TO 05.19.10} :'-,' _ OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A REOCCURRENCE THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC UTILITY INSTALLATION j - ,�;: z .�• :�.._• r: ._:..__w... ._._.._ r A (D5.19.10 TO 06.18.1 D) OF THE DISCHARGED WITHIN THE SAME 24 HOURS. ANY !N-STREAM CLEAN UP OF SEDIMENT , ~ ' .r k a CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT ". ; • " ; „�. 1 r . : FINAL STABILIZATION (06.18.10 TO 11.25.10) ` SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIME PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE l''' -:j1'*,- . �° � if.. � �kr rt, S = = FRAME. (SCH A.7 f i.1) ' i .,_ . :., g , ,9. #. `a TOTAL SITE SUBMITTED. u=� ... _. _ _ . :_.. _.._..._....�... ._. ....._ TE AREA 43849 SF 1.01 ACRES . ; .~ .' .. ,_ - 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS DRAINAGE WAYS OR INITIAL ,, •- `t .. kt� a d:zt .w.ti. •_, :SWSout woro Cr_..w TOTAL DISTURBED AREA = 57740 SF = 1.33 ACRES '- °^d �I ` 3 _ - WATERBODIES. OR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS. (SCH °' q��[j y Y''°£ SI TE SOIL CLASSIFICATION A.7.f 2) --y . x^ :',-1,,.t §. 3•_'°!.' 1'43 1 [ii - t i. tµ6 1 :,':, r:f..,;:';',. _ .. ti,, �•. g 2,. 4 - '` t 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE ``, "�'. �� ..,. � 45B WOODBURN SILT LOAM, 3 to 7 PERCENT SLOPES �` ,: % ''- - x MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE 2 , / - :Hur 48 __:'" ,, : 0 WATERS MUST BE MINIMIZED. TIME RELEASE FERTILISERS SHOULD BE USED AND CARE SHOULD BE re ON-SITE SOILS HAVE A LOW EROSION POTENTIAL. ALL FILL MATERIAL � .,_,.._ . :. . ;;'. .._. rt = 61:‘,;; TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. (SCH tt�� " F �' ::;a.,,,, WILL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND UTILITY ( �.J ' ,1 SHEET INDEX <_' .... TRENCH SPOILS. A.7.f.i.3. 2 _ 1 . ,,, o' . , = p.0 ) Z } ' , :?. - -;A : ' _ . , °`. °; F RECEIVING WATER BODIES C6 0 EROSION AND SEDIMENT CONTROL COVER SHEET �:;°^:" eyt ))) y� r _ 1 17 SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REACHED A�,..ter.. ..-�/. rakuLCnn•h SAN 3�$ ,. ..:.. -' � 1 Can ..ek%e,.iV.'A"'ra..x r ~1:M.�,.�`'_.`a`,,i'�i,,:f', rn/f,c yr`e' _Y4.. `a.6..';.,F:•:.i",:',i::.. i'.1'§i.!i'%.•.+*:,.r:l,:.:':t'::..,.:::'fir... " ~',`\`kr'. `.'. M- /'.'a.-.,::41':'; Vb 9� r.- ! - - Q. ;,.<;.,s•,.Y;.;: ,,;. ..,. ..., .,,,r< ,: , f' _:,.,'.. ,,F :>.: 1: ,-:I; 4k4„,,,,'',',°''. OF THE HEIGHT OF THE FENCE ABOVE THE GROUND, AND BEFORE FENCE REMOVAL. (SCH ',: .: �• 9 '# FANNO CREEK A.7.f ii.1.) CLEARING EROSION AND SEDIMENT CONTROL L v, 36F iii ,,,:' C6.2 FINAL EROSION.` , I NAL EROS ON AND SEDIMENT CONTROL PLAN O,r °x ;x, 18. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS WHEN I T HAS LU ._ w_. C6.3 EROSION AND SEDIMENT CONTROL DETAILS YYJ O 4 ``- F x x� ` . REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCH A.7.f.ii.2.) M V'4 it . ,.. TM ��, :i- OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY �.w.4.. �r�LS P::..:7.7-.SW ��` k. � 19. CLEANING T A � a , ,.'` ,-:: ;` !` 9 PERMIT-TEES S SITE INSPECTOR HAS BEEN REDUCED BY FIFTY (50) PERCENT, AND AT COMPLETION OF PROJECT (SCH A.7.f.ii.3.) Ce a Q LU LU "�l I ♦ Ix-- (V) NAME BILL BRANNAN 20 REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR WHEN s r 3 -'} COMPANY/AGENCY MGH ASSOCIA TES THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT AND AT i „"! PHONE: (360) 750-0399 COMPLETION OF PROJECT. (SCH A.7.f.ii.3&4) Q �, u CELL PHONE: (503) 481-3581 GL W O ogz 0 FAX: (360) 750-0433 21. DEQ MUST APPROVE OF ANY TREA TMEN T SYSTEM AND OPERATIONAL PLAN THAT MAY BE SG o E-MAIL: ION ORANNANC�MGHASSOCIA TES.COM NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY N 0 VICINITY MAP DESCRIPTION OF EXPERIENCE: WASHINGTON STATE CERTIFIED EROSION AND IN STORMWATER RUNOFF. (SCH A.7.f iii.) """, Z 0 N TS SEDIMENT CONTROL LEAD PLUS OVER THREE YEARS EROSION CONTROL 0 DESIGN/INSPECTION EXPERIENCE. 22. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY (30) DAYS OR MORE, THE ENTIRE SITE Z W = D MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY Z cx *THE CONTRACTOR SHALL PROVIDE THEIR OWN QUALIFIED EROSION SEEDING, OR OTHER METHOD. (SCH A.8.a.) W I-- Z CONTROL INSPECTOR AND UPDATE THE 1200 C PERMIT AS THE OFFICIAL "PERMI TTEE SITE INSPECTOR" PRIOR TO THE START OF CONSTRUCTION 23. SHOULD CONSTRUCTION ACTT W TIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT i.. < U PORTION OF A CONSTRUCTION SITE, TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT WILL PREVENT SOIL >- ° OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCH A.8.b.) it"" 'X? 2 INSPECTION FREQUENCY D LOCAL AGENCY SPECIFIC EROSION CONTROL NOTES: PROJECT LOCATION: SITE CONDITION MINIMUM FREQUENCY 1. OWNER OR DESI GNA TED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND 0 NEAR THE INTERSECTION OF SW HALL BOULEVARD AND SW HUNZIKER STREET, WASHINGTON COUNTY, OREGON MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, (J LATITUDE = 45.4306, LONGITUDE = -122.7643 1. ACTIVE PERIOD DAILY WHEN STORMWA TER RUNOFF, INCLUDING STATE, AND FEDERAL REGULATIONS. RUNOFF FROM SNOWMELT, IS OCCURRING. 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, ONCE TO ENSURE THAT EROSION AND SEDIMENT VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY 2. PRIOR TO THE SITE BECOMING INACTIVE OR CONTROL MEASURES ARE IN WORKING ORDER. DELINEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED P IN ANTICIPATION OF SITE INACCESSIBILITY. ANY NECESSARY MAINTENANCE AND REPAIR BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE PROPERTY DESCRIPTION MUST BE MADE PRIOR TO LEAVING THE SITE. DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. WITHIN THE RIGHT-OF-WAY AND TAX LOTS 800, 900, & 1000 (WASHINGTON COUNTY TAX MAP 2S1O1BC) LOCATED IN THE NORTHWEST 1/4 OF SECTION 01, TOWNSHIP 2 SOUTH, RANGE 1 WEST, VY7LLAMETTE 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL MERIDIAN, WASHINGTON COUNTY, OREGON. (7) CONSECUTIVE CALENDAR DAYS. CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. . 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE INACCESSIBLE DUE TO INCLEMENT WEATHER. AT A RELEVANT AND ACCESSIBLE DISCHARGE PLANS. A I I iNTION EXCAVATORS POINT OR DOWNSTREAM LOCATION. 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). EROSION AND SEDIMENT COPIES RULES ARE SET FORTH I OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN * HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC INSPECTOR. 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE CONTROL COPIES THOF E THE RULES BY CALLING THE CENTER. * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS, INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A COVER SHEET (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503)-232-1987). * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. * CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE FORM OF AN ACTION PLAN. 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE PROJ NO CONDI T7ONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS 20825 NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1 200 C PERMIT. 04.09.2010 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. DUST CONTROL NOTES: 1. DUST SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE, UTILIZING ALL MEASURES NECESSARY, INCLUDING, BUT NOT LIMITED TO: A. SPRINKLER HAUL AND ACCESS ROADS AND OTHER EXPOSED DUST PRODUCING AREAS. B. APPLYING AGENCY-APPROVED DUST PALLIATIVES ON ACCESS AND HAUL ROADS. C. ESTABLISHING TEMPORARY VEGETATIVE COVER. D. PLACING WOOD CHIPS OR OTHER EFFECTIVE MULCHES ON VEHICLE AND PEDESTRIAN USE _____ AREAS. E. MAINTAINING THE PROPER MOISTURE CONDITION ON ALL FILL SURFACES. F. PREWETTING CUT AND BORROW AREA SURFACES. G. USE OF HAUL EQUIPMENT. 2. CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT TO HAUL AND PLACE WATER. AN ADEQUATE SUPPLY OF WATER SHALL BE MAINTAINED AT ALL TIMES. C6. 0 . 0. PROq , Ili ' OREGON At• c„) •S', (. '). f.1%'( ,,,•,4* '2 - 12 \.. EXPIRES 6-30-2010 d W .. E ce 0 o c\I 0 = 1.--. ....: : 0 c c o 0 Lii ci) ..,_ FOR FURTHER INFORMATION I - 0) ....- IMO to3 ON DESIGN CRITERIA SEE Fe N ,f7... ,4,/, ."...,., CHAPTER 4 OF CLEAN WATER c• , ,,,;.,. /,„,(4,,,.,-;;;;,-- SERVICES EROSION PREVENTION ANGLE FILTER FABRIC x .,,,, -..,.. ,,,-., -,--.., ,- I /,---, ,,,,, --.,-..//''e,,,,,,> ,,,v,,,,+;,:. ,,._ ,1,,,,,,..*-';):/// AND SEDIMENT CONTROL FENCE TO ASSURE SOIL IS TRAPPED .. D . I girt ,...,::',:::•;; ,:; „,,:;/./,`, r•A.,.;# ,`;',"•/.4","<"`/i ,#-,/,;"/ PLANNING AND DESIGN MANUAL .;s7: A , ihk X i 0 ,...... 4 - '‘). . .,„„, ., t,,.. ,A. ' -•: ,,:;,'"'..4-'''':''' ''.:,'..2: ''' • - • 0 _ ,..,-,)---:•,-, 1.---,-1,-:-- -..',--. , SLOPE ...„ - le‘ 0.... 0 cr> ..**"*".. q , . .... . WOOD STAKE ,-.•4,,-,--..- '''4 .. '•;•,+, .< f-/-.4*-*:• .r..;;:4z 4 is#', \ /,,r,-i .,,,,..:,/,„, "- \- , i% \ \ N tx a 7N1 PLACE WATTLES ALONG SLOPE CONTOURS. .,,,;291'441',/,"N ..;'.e't44/,' /14> 0 -4, 1,,if, '`•:,./ ' - , ..,..,..-1 . 0 III 1111111April NM MN a 0 CP PROFILE I ...../". „4:-./- . , ;4 /t0:',...*.*, . 4.'./'... ,-- INTERLOCKED I" .,,_ • ,,, ,/,-.. 44,,,,,,,,,,,, ... I 4•-•0 / '.4.,,./4-P°4'.- / 0 / : •N''''.;v:i.,„t ,.., .,-1/ < ,- , •„...,<,„0,77,, "tkv",•,„ ,#1, < /'' ••'..•'./t.,./ AND ATTACH -11ili7LAN VIEW ir i.>7.,":"'3.':.V...:; ‘'`‘.-;•',-;„,;•;./ lik. ... NTS • t.2,;:„, ; :•",,,:•,..:, ,.„ ,,,..„,•)„„.---.,;,71.-:.A --.- .,.,,, ...K:...,-2.-::. 7.,,,;.. . .,c::;, ;;;;:., ‘ ,:::://,,T,',..;.: RICE, COCONUT OR EXCELSIOR 7.X...;:-.,'-`•-',,:,,,,, ----',..,-,..--0,'-,-.,,'----•„--:.z.-" •-•. siu a° " -.' ';,'..:1,‘,.,' '•?.."' :•:,Fiilr:le,;'...,-;-,i WATTLES ?•;.r,.::.- -_-.. ..:?::,.., :i':%:'::‘.7,:‘,'-' USE STITCHED LOOPS ...) .....1 :-... ,-.:...vi.,4•.:7,:„:.-„,„,,,,;-,..- ,,,,,;,.,,,, ,.,:.„ ,.•:;,,„4,',,f1..:,, , --q- '-',/,`,/`:/ ',f,/ 4:' %1' 31 minimum OVER 2"x 2" POSTS NOTES: 411111--.-41114 AV$... 5'b '.1 ///./ /SO 44, / 40", , *fr idillt.t- / . from toe slope. il c-r) . , 1. BURY BOTTOM OF FILTER FABRIC 6** 411C *,,I'.1 0, ,,t;i-:- / ' •:# , . 'irk STAGGER .. „./.:•.4-..4.-•, VERTICALLY BELOW FINISHED GRADE ,t CN-i to , , ' • ',.•- v4.0 JOINTS </ .." ,--', e.< ,‘ 4 . (.0 2. 2"x 2- FIR, PINE OR STEEL ,---* 4,40,'4.4.•/ , ' '-, i -0- AX'4.1,,,I.''4' -::%.'";44/7 1-Nt FENCE POSTS. .111.111111111111111111111M SECTION - -,...,v. •.,..„,,,,e,„,,, ,,,,,, , .-/ ' •:'••'-,:'/ ',' <za ',..,,,,,,,--",.// , s.,;•,./ $k 444,, 441414°Iiitt ;-• 3. POSTS TO BE INSTALLED ON k.-4 .''' .2,- 13 . . UPHILL SIDE OF SLOPE. 01 01 in al rn rn . 4t4rfArl - , 11441:111Mr- -4) 4.0 .41- .-, (..-Jivi--)0,,sv cfP)IDD, ,;:z, ',41,"..%.. ' 40 liv/4,+,,, • - :,4:,,,,,.,..' 4. COMPACT BOTH SIDES OF FILTER FABRIC .. -- 0 STAKING SPACING 4' 0.C. ,,, ,.....- , .,4 *-,....,, c>1--- •c) TRENCH. lit9 NI iirnr,_ "/;';',..*%''.' //4.•<04•;',/'# I 'NV 0 D ,,,, .1"/"X`' ' 1';:i 5. PANELS MUST BE PLACED a a PLAN VIEW ",, x-,,,,,,,, - , ;...- , -A,/,;, ,,, ACCORDING TO SPACING ON Lit t.o c) ko rn Lin re) ,,,,,,-'n•70,1,,t,./.:;,; ,:.•,.*,-,,,:',,,,,;•;,` PROFILE DETAIL NO 940 z - 1 ai,:a..., ,..„.::•NTS s sf.*--:;„•";.,,/,:;.,/,,', ''',-,/' FLOW n FLOW FLOW u j"3" -.04-- -0*---- ,-.0*---- NTS a 6- OVERLAP \ °3 1,, i 0 0 0 TYPICAL i a a z _mom 1,5 ts , . •61" \ •.-4-., irr.-..".-.-Iry-.---"4'".""+""*"+"+"4111, ''" ' ''VW •"4r+ "4* " :* 4 .4 +:.1 4 Igiier,t4ti 4 al 00 4-it, :e z 10110.` ,-.. cri ...•...0„.44.4.40,4.,4C FILTER FABRIC tvIATERIAL .*. • • ... • • ... 0 m. . ... ..„. , , 1 .. ID 4,-, ..s..44, •• ... • 4. .•....:AltonWor.•• 4$ ,li !.'V s 4'*•..... .4. . , •.,.:.:44,...,...W.°V" •4i -4 TIGHTLY ABUT ADJACENT WATTLES. .... .. . ,-.,,, ---.Z"'-,.'''..::.--.--, 4---'-i-,-.%2"- ';*.41 t:+. X*: 4*.....* 4+.*..*...4.+.444.t.+4+44:44 4: 4 36" wi DE R DLLs 0_ -.F.. vo 'if 1 ,. .4 41 V.V.W...... • •*..0'V... .....*** .•41.••••••,....+44 0..4e 0", ;'- 'i\I t 4+4+444 4+4 4+4+4 4+4 4 448 4 +4 4+40 44 4' ;4' "Vs 0 So* ot.•..+. . *o *4",4s*". ,,,. ol tst 7.4•••.;1 ", a a 0 w 2 '.7.41:- , 2 -Z.,. ,,__ , ,,-,..).„.,,I.. 7,;..X"' b $4.42 4.4...:. .:•:+4-Nex.:.4.44.",• . .4404... ........ .4 -0; 8 '•-•,z--- - -4_-----... ii.,::;--.....iiiiiii+-sx, I to,. *4+.+•.+.4.****..*t+.+4+ *.+.**. .. ***AA+.+•+. .< te 4' e 4 • ..* *. 4•4+ 4+SA4 4+4•4+ +44 4+ + +4• 44 _---4."...::-,-, ..i. ,,- ;t- y i iaa,,,:t .4,,:,:f. : : ,...•e.::#*** .......-....-4,s14,4"4 et..t 8-...e.' „........-.. ..... ......,,,,, ......ir ..._ PLAN VIEW PROFILE ,.. (0 (.... --1, A' Ar.4rAtrieeir „..ir.40,r NTS ' 1 - - • H H NOTES: FOR FURTHER INFORMATION „/„...\ , U 61MAXIMUM SPACING U FOR FURTHER INFORMATION i. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE NOTES: ON DESIGN CRITERIA SEE• CHAPTER 4 OF CLEAN WATER a. 1-X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER. 1. STAKING OF BAGS REQUIRED USING (2) 1*X2* WOOD STAKES OR APPROVED EQUAL PER G. FRONT VIEW SERVICES EROSION PREVENTION b. ADDMONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION 2 SURFACE MUST BE SMOOTH BEFORE APPUCATION AND SEDIMENT CONTROL DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE AND SEDIMENT CONTROL . . NTS PLANNING AND DESIGN MANUAL. OR HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL 3. CHECK DAMS CAN BE CONSTRUCTED USING STRAW WATTLES OR OTHER MATERIALS AS APPROVED 2. SPACING IN ACCORDANCE WITH DETAIL 940. BY THE DISTRICT OR CITY. , WATT-LES CHECK DAM CleanWaterServices BIO-FILTER BAG CleanWate3r-Services SEDIMENT FENCE aeanWateServices *or commitment is clear. *or commitment is clear. Our commitment is clear., DRAWING NO. 880 REVISED 12-06 DRAWING NO. 845 REVISED 12-06 DRAVVING NO. 875 REVISED 12-06 . 0 z D 7 STRAW WATTLES . BIO-BAGS IN DITCH (70 SEDIMENT FENCE 3 0 NTS NTS .... NTS = LIJ -I 0 W ce 2 < Wi- tt") 0444 0 0 z ' Ll... """'" wow Liu. I...a 1"'U < D I-i C 0 act U-I 0 0 4IllIllioopop.°0 imil EA a- N Z .491/4c-e.ct.ss -• .• 4%* 11.1 = D se, IS.' - .. .• Z ,... --FLAGGING OS . •3:' :-.1• -* •. . ' ` ) ' . •**ti ;47`. * • :'.. . . . ,, :• . •:•:7.., .. ...;;• " .1i*-:4?.. . . 000.4-....At;-::......1.............;..0...!.-. 01 ;.,,....tr.:.:•44.7... . -41.- - ii, • ,s, . ... ••: lep. sr P - . • . .. • ... **i";. * • Ii. • • V.••-••••••:ei -'4:- . CATCH BASIN GRATE 1 REBAR FOR BAG REMOVAL w c v) z 0 11 < v) u ci. 1.0 4 o . ... v• . A. . le .,44. •..st• * . l"'"" ,-(WA,.. :4 ,,,, , , - • • .• • • • •VI' •• K . ',/rA •,. ,O....,, ,,;(,- 000°1°0 ....... Co '• i.• a ' -. • it • "'4 .4 3.0' ,-:.:,4V v,-**,,' RADIUS ... 25 MIN. .. . .4.t,. ., . „ . .- . Z '-',. - ' '•4• . • 4 .•4•* ,‘, "Oh, Ad. -...,...... ,-/..: :i .0.-- -t-- - , ,,, .A:4"/- ),.., s.-/ 'roc.' iiv.:- ...f - - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . A :\.''. '',4r, :\`/V ' ./4} 1.1'. CLEAN PIT RUN OR 30- 6- CLEAN ROCK -41.0* vkON4°-01 c,C45" CATCH BASIN----„,..„.....,,, 4,, - "WW112,41/411411141114.4tilltrr ' •„ - D. Ntke0-ss ..A::, ....4:. .44111i$STFF11$4tV dOlt0r# SECTION A-A SUBGRADE REINFORCEMENT * * ' - *#...40.4"44 te.$1. -A A c6" EXPANSION RESTRAINT 0 NTS GEOTEXTILE. AS REQUIRED II, **4•4911.4*4*, 44440fr."/ - A t.) 8- MIN. . b 4*#4 044,4 04.4#4, . - -,... .. DEPTH ..t. 4 „ *404,11k........_A a k r'' ..... . .b . .. t A _ i 0 pri yr mr,4 frig r4p *20 MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 4 , A 1/144440 ..b. 4 .4 4.. v• 41F#1. 1419 GRAVEL CONSTRUCTION .. 111.011 ,, . . ENTRANCE CURB RAMP .. A STORM PIPE . 4, • . . 4 * A 5.0' PAVEMENT - • ,,.. . , ° .... - ,.•.._ - b A - - . .; '6 I- -. 0 '5 . < - '''''III' '''N .://, .N. N \ 7 / \/ \/:\\\//>///,,,, ' .,*1:'..4":".:?•;:,:i'-,•::,-;'-•:-:"5:,-,-,-.,--,T,":"W‘,;!-,-,:-.*:,;:° ';'"..„::-:;i1:--.`:•,.'s'r_.:,,,--_--__':„ '' ' / Y's.\\* \ '/'\' /NY /2,..\ \':- i, ' '-•":::t.'"'..:-;: *:''-15::;„,"_`.=4"-::::::‘,-:":„..,--.:,,,......?-:;_:5,;:i?„.;,„?..T.,7,,..,,,,.-,-• I ><>/if/ / \ ".\/:/ .\/•/ ■•• -," ' ''-'*---''',..-'1• ''7.-- `''' , _ ,, ` . N ..,„\\ ' • , '' ,7\\,/ N•-- ';`' o'4. ' -V ' ...t - A. ' . - A . ht . 1. , .t. 4 1,-,, 1.- 4 • ., 1ti1i 1 01 I ,/ ,' DRIP LINE \ \/ \/ / BERM -.,',.'!,,-A;-' ,,,,•• t- A A - ', -'' •-,t .. 2"X2"X3 " RUBBER BLOCKS I NOTES: POLYPROPLENE t 5'1 CRITICAL ROOT ZONE ---'- ------ ------- I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF• SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN / PROTECTION BARRIER ■ FILTER SACK (WOVEN) (ORANGE CONSTRUCTION FENCE) > < OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF- WAY. EROSION AND ,r y■ .vir v '' 147- v ....-ircr.ir v4 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE SEDIMENT CONTROL • WOVEN POLYPROPLENE SACK THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. DETAILS 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ELEVATION 5.0' VARIES CI 0 FEINTRANLTERiNcGE'Svs°ThITEEtAR. I I t A-A 5. DIMENSIONS SINGLE FAMILY MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED PROJ NO. 0 > < 20' LONG BY 20' WIDE 8' DEEP OF %" MINUS CLEAN ROCK. COMMERCIAL 50* LONG BY 20* WIDE 3 6- CLEAN ROCK,- FOR FURTHER INFORMATION NOTE: 1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE 20825 GOVERNING AUTHORITY' MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER . PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION 04.09.2010 SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING AND DESIGN MANUAL 0 - CRITICAL ROOT ZONE / / /\ /\\\ \ PLANNING AND DESIGN MANUAL INLET PROTECTION . 'CO CONSTRUCTION.UCTI ON ENTRANCE ..„, DRIP LINE aeariWab2r Services TYPE 5 CleanWaier Services CRITICAL ROOT ZONE 0 *la commitment is clear. *ur commitment is cleat. PROTECTION BARRIER Detail Drawing 855 REVISED 12-06 DRAWING NO. 920 REVISED 12-06 (ORANGE CONSTRUCTION FENCE) LATH AND FLAGGING ON PLAN VIEW ALL SIDES /alTREE PROTECTION FENCE CONCRETE TRUCK CHUTE WASHOUT PIT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (2) FILTER FABRIC INLET PROTECTION NTS (6) NTS 4 NTS NTS C6 . 3