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Plans (8) SIT2012 - 00004 ■ RECEIVED MAR 2 8 2012 win e ica en a ice CITY OF TIGARD BUILDING DIVISION 11445 SW Summerfield Drive , Tigard , Oregon Abbreviations (NOTE: NOT ALL ABBREVIATIONS ARE USED) Annotation Symbols Building Code Summary Design-Build Notes Drawing Index ® At LAM. Laminated 1. DESIGN BUILD SERVICES TO INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: A.B. Anchor Bolt LAV. Lavatory 304.1 BUSINESS GROUP B OCCUPANCY; PROFESSIONAL SERVICES, ABBR. Abbreviation L.F. Linear Feet _V___ BREAK MARK DENTIST. - MANUFACTURER ROOF TRUSSES A.C. Air Conditioning LTG. Lighting - ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS A.D. Area Drain TABLE 503 TYPE VB (40 FT. MAX. HEIGHT) ADA American with Disabilities Act MFR. Manufacturer B 2 : 9000 2. DESIGN-BUILD SERVICES, DOCUMENTS AND PERMIT ACQUISITION SHALL BE `V ACT Acoustic Ceiling Tile MATL. Material PROVIDED ON A DESIGN-BUILD BASIS. DESIGN-BUILD SERVICES SHALL INCLUDE oN A.F.F. Above Finish Floor MAX. Maximum NORTH ARROW 506.1 ALLOWABLE AREA ALL REQUIRED DESIGN WORK TO IMPLEMENT THE ENTIRE DESIGN-BUILD ALT. Alternate MECH. Mechanical SYSTEM. N N ALUM.. Aluminum MEMB. Membrane Aa = 9,000 + (9,000 X .57) + (9,000 X 0) o APT. Apartment MIN. Minimum = 14,130 SQ. FT. PER FLOOR cv p MOD. Modified 1 (SEPARATIONS; N: 85.33', E: 73', S: 94.25', W: 2.58'-11:67') 3. VERIFY CAPACITY OF ALL UTILITIES AND COORDINATE NEW EQUIPMENT REQUIREMENTS AND LOCATIONS. 04 oN o B.O. Bottom of MTD. Mounted DETAIL TAG (F = 234 FT., P = 287.42 FT.) � BATHRM. Bathroom MTL. Metal A1.0 TYP. ` o .. BD. Board 2. FINAL DESIGN, ENGINEERING, AND SHOP DRAWINGS SHALL BE SUBMITTED TO ACTUAL AREA: 3,815 SQ. FT. o ° BEDRM. Bedroom N North y KASA ARCHITECTS, INC. FOR REVIEW PRIOR TO PROCEEDING. SHOP DRAWINGS BLDG. Building NFPA National Fire Protection Association SHALL INCLUDE ALL MATERIALS, CONFIGURATIONS, ATTACHMENTS, AND FINISHES. o- 1 TABLE 601 FIRE-RESISTANCE RATING REQUIRED FOR VB: u, BLKG. Blocking N.I.C. Not in Contract E � DETAIL TAG STRUCTURAL FRAME: 0 �" `- ° BM. Beam NO. Number A1.0 +, � � o B.U.R. Built up Roof NOM. Nominal EXTERIOR BEARING WALLS: 1 HR. AT WEST WALL, 0 Demolition Notes E N.T.S. Not to Scale ELSEWHERE, SEE PLAN FOR Q) °' 0 °' ai o CAB. Cabinet D LOCATION a_ U) CALCS Calculations O.C. On Center INTERIOR BEARING WALLS: 0 1. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED C.H. Coat Hook OCC. Occupants/Occupancy EXTERIOR NON-BEARING WALLS: SAME AS BEARING WALLS OF IN COMPLIANCE WITH GOVERNING REGULATIONS. COORDINATE WITH THE General CHP. Chapter 0.D. Outside Diameter C 1 A INTERIOR ELEVATION TAG INTERIOR NON-BEARING WALLS: 0 OWNER TO IDENTIFY ITEMS TO BE SALVAGED, STORED, REUSED, RELOCATED, OR • • CS COVER SHEET C.J. Control Joint OH. Overhead A1.0 RECYCLED. C.L./q Center Line DPP. Opposite FLOOR CONSTRUCTION: 0 CLG. Ceiling 0.S.C.I. Owner Supplied Contractor Installed B ROOF CONSTRUCTION: 0 2. REMOVE ALL ABANDONED CONDUIT, CABLE, AND WIRE. Civil CCR. Clear 705.2 EAVE OVERHANGS DO NOT PROJECT MORE THAN ONE THIRD THE • • C1.0 GRADING & EROSION CONTROL PLAN C.M.U. Concrete Masonry Unit P Paint COL. Column PF. Prefinished DISTANCE TO THE PROPERTY LINE NOR 12 INCHES INTO WHERE 3. COORDINATE SEQUENCING OF ALL REQUIRED UTILITY SHUTDOWNS. 10 101 C1.1 DETAILS CONC. Concrete P.L. Property Line l OPENINGS ARE PROHIBITED. • • C2.0 STORM DRAINAGE & UTILITIES PLAN CONN. Connection PLAM. Plastic Laminate A1.0 ELEVATION TAG 4. THE DEMOLITION NOTES IN THE DRAWINGS REQUIRE THE REMOVAL OF A • • C3.0 LAYOUT & PAVEMENT MARKING PLAN CONT. Continuous PLWD. Plywood TBL. 705.8 ALLOWABLE AREA OF UNPROTECTED OPENINGS BASED ON FIRE BUILDING ELEMENT OR SYSTEM OR A COMPLETE COMPONENT COMPRISED OF CONTR. Contractor PR. Pair SEPARATION: MULTIPLE ELEMENTS. DISASSEMBLE AND REMOVE FROM THE SITE EACH ITEM COORD. Coordinate/Coordination P.T. Preservative Treated < 5 FEET NOT PERMITTED IN ITS ENTIRETY SO AS TO ACCOMMODATE THE INSTALLATION OF THE NEW CORR. Corridor P.T.D. Paper Towel Dispenser 5 S X < 10 10% WORK TO FOLLOW. Landscape C.P. Cement Plaster PVMT. Pavement1 10 S X < 15 15% • • • T1.0 TREE PLAN CPT. Carpet SECTION TAG 15 5 X < 20 25% 5. KASA ARCHITECTS, INC. IS NOT RESPONSIBLE FOR LOCATING, IDENTIFYING, OR • • • L1.0 PLANTING PLAN C.S.O.I. Contractor Supplied Owner Installed R. Riser A1.0 SPECIFYING MEANS OF REMOVAL OF ANY HAZARDOUS MATERIALS. • • L2.0 LANDSCAPE DETAILS CT Ceramic Tile RAD. Radius 20 5 X < 25 45% CTSK. Countersink RB. Rubber 25 S X < 30 70% • *1 L2.1 LANDSCAPE DETAILS R.D. Roof Drain 30 = X UNLIMITED Project Information D.B. Design Build REF. Reference DBL. Double REINF. Reinforced 705.11 PER EXCEPTION 1, PARAPETS ARE NOT REQUIRED UNLESS THE Architectural DEG. Degree REQ'D Required EXTERIOR WALLS ARE REQUIRED TO BE RATED. THIS PROJECT CONSISTS OF A SINGLE-STORY MEDICAL/DENTAL OFFICE THAT IS 01 1 101Al SITE PLAN & DEMOLITION PLAN DEMO Demolish REV. Reverse Revise B ROUGHLY 3,815 SQUARE FEET IN AREA. THE EXISTING BUILDING, EXISTING TREES • • A2 FLOOR PLAN EXTERIOR ELEVATIONS & DETAILS / WALL TYPE TAG DET. Detail RM. Room T R TBL. 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS AND EXISTING PAVING WILL BE REMOVED IN ORDER TO ACCOMMODATE THE NEW • A3 ROOF PLAN---& DETAILS D.F. Drinking Fountain R.O. Rough Opening DIA. Diameter R.O.W. Right of Way FLOOR/CEILING, ROOF EXIT ENCLOSURES: CLASS B (PER NOTE B) STRUCTURE AND AN EXPANSION OF THE PARKING LOT. • A4 SECTIONS & DETAILS DIM. Dimension CEILING ASSEMBLY TYPE CORRIDORS: CLASS B • A5 DETAILS D.P. Dimension Point S South �Rl TAG ROOMS AND ENCLOSED SPACES: CLASS C SITE AREA: 15,176 SQ. FT. (0.348 ACRES) • A6 DETAILS DN Down SC Solid Core • A7 DETAILS & OUTLINE SPECIFICATIONS DS. Downspout S.D. Smoke Detector OOOA DOOR TAG 907.2.2 AN APPROVED FIRE ALARM SHALL BE INSTALLED IN ACCORDANCE LEGAL DESCRIPTION: TAX LOT 500, A PORTION OF LOT 17, WILLOWBROOK DTL. Detail SEC. Section & 907.2.2 WITH NFPA 72. HOWEVER, THE COMBINED OCCUPANT LOAD FOR FARM, SITUATED IN THE SOUTHEAST QUARTER OF DW Dishwasher SEP. Separation THE BUILDING IS LESS THAN 500, THEREFORE A MANUAL FIRE SECTION 10, TOWNSHIP 2 SOUTH, RANGF 1 WEST, Structural DWG. Drawing S.F. Square Feet ROOOA RECITE TAG DWR. Drawer SHT. Sheet ALARM IS NOT REQUIRED. WILLAMETTE MERIDIAN, CITY OF TIGARD, ,NASHINGTON • S1 STRUCTURAL GENERAL NOTES SHTG. Sheathing ROOM COUNTY, OREGON • S2 FRAMING PLANS E East SIM. Similar NAME 1104.1 REQUIRED ACCESSIBLE PARKING: 1 SPACE (VAN ACCESSIBLE, 9 FT. • S3 STRUCTURAL DETAILS (E) Existing S.N.D. Sanitary Napkin Dispenser 1000 1 ROOM NAME & NUMBER WIDE WITH 8FT. WIDE ACCESS AISLE) ZONING: C-G (PD) • IS4 STRUCTURAL DETAILS EEAA Each S.O.G. Slab on Grade 0 x 0 COMMUNITY COMMERCIAL DISTRICT E.J. Expansion Joint SQ. Square 1 occ. (PLANNED DEVELOPMENT) ELEV. Elevation S/R Shelf and Rod Ener Code E.P. Electrical Panel S.S. Stainless Steel DATUM Energy Summary CONSTRUCTION TYPE: VB, NON-SPRINKLERED EQ. Equal STD: Standard EQUIP. Equipment STL. Steel TBL. 502.1.2 BUILDING ENVELOPE REQUIREMENTS; ALTERNATE TO TBL. 502.2(1) BUILDING AREA: 3,815 SQ. FT. E.W. Each Way STOR. Storage REVISION DELTA ROOFS U-0.048 (INSULATION ENTIRELY ABOVE DECK)WOOD-FRAMED ABOVE GRADE Erosion ControlSUSP. Suspended EXTR. Exterior STRUCT. Structure/Structural WALLS U-0.064 ( ) NUMBER OF STORIES: 1 F.C.P. Fiber Cement Panel 1 KEYNOTE C-0.119 (BELOW GRADE) Inspections Required SV Sheet Vinyl O q F.D. Floor Drain FLOOR F-0.730 (UNHEATED SLAB-ON-GRADE) HEIGHT: 21'-0" FT. Contact: Clean Water Secvlces FDN. Foundation T Tread/Tall Oq WINDOW TYPE TAG F.E.B. Fire Extinguisher on Bracket TBL. Table TBL. 502.2(1) BUILDING ENVELOPE REQUIREMENTS (503)6814444 "� D r F.E.C. Fire Extinguisher in Cabinet TEMP. Temporary ROOFS R-20CI (INSULATION ENTIRELY ABOVE DECK) Project Team r F.F. Finish Floor T.G. Tempered Glass Initial Inspection prior To Footi in FIN. Finish WALLS R-13 + R3.8C1 WOOD-FRAMED ABOVE GRADE) Fooling fin• T&G Tongue and Groove , ARCHITECT Final erosion Inspection PrW to Fines Buildl FIXT. Fixture THD. Threaded " R-7.5C1 (BELOW GRADE) ng Inspection. r� KEON ANTHONY SAXT 1 FCR. Floor ! LOOR N RE IREME HEATED SLAB-ON-GRADE) KASA Architects, Inc. THK. Thick „ F.O. Face of T.O. Top of �,' .y -. w 0 NT N 4119 NE Cesar E Chavez Blvd. s F REQUIREMENT (U F.O.C. Face of Concrete ;� '� DOORS U-0.70 Portland, Oregon 97211 T.O.B. Top of Beam !� t � � 9 • F.O.F. Face of Finish � �� x° Phone: 503-284-6917 T.O.C. Top of Concrete/Curb x F �� ,` PORTLA10, REOfl,W F.O.S. Face of Stud T.O.D. Top of Deck {q ; Fax: 503-284-6917 FRMG. Framing 465 `� contact: Kevin Saxton T.O.P. Top of Plate j General Notes F.R.P. Fiber Reinforced Plastic FT. Foot Feet T.O.W. Top of Wall 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 OREGON E-mail: ksaxton®kasapdx.com T.P.D. Toilet Paper Dispenser = ®F+ �GA� OF FTG. Footing T.S. Tube Steel STRUCTURAL SPECIALTY CODE, BASED ON THE 2009 INTERNATIONAL BUILDING FURR. Furring T.S.C.D. Toilet Seat Cover Dispenser CODE WITH CURRENT AMENDMENTS, CITY AND COUNTY ORDINANCES, AND AL Approved.......��..��........... i3 '� " APPLICABLE PLUMBING, MECHANICAL, FIRE AND ELECTRICAL CODES. HarlperAHoufCPet�sonUReghelis, Inc. Conditionall Approved.............. *� TSTAT Thermostat _...... Y pP [ GA. Gauge TYP. T Kcal '$> 205 SE Spokane Street, Suite 200 Typical F� See Letter to:Follow.................. GALV. Galvanized (Hot Dipped) �� KASA V "g 2 Portland, Oregon 97202 [ G.B. Grab Bar U.O.N. Unless Otherwise Noted PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, KASA Phone: 503-221-1131 AttachediZ ... G.C. General Contractor --- CTS,l INC. ISSUES,I EXPRESSES OR IMPLIESSNO WARRANTIES OR Permit Number. Cts, inc. ARCHITE C architects, c CERTIFICATIONS. Fax: 503-221-1171 GL Glass VCT Vinyl Composition Tile i contact: Ken Ackerman Addr t' M GYP. Gypsum VERT. Vertical E-INGSmail: keno®hhpr.com By: Date: �llsi!_= H.B. Hose Bibb V.LF. Verify in Field ; � „ 3 PREPARED DRAWINGS BY OTHER AND INFORMATION GATHEREDON CONTAINED HEREIN ADUR NG SITERE BASED VISITATIONS. 4119 NE Cesar E. Chavez Ave. VIN. Vinyl ...._ Portland, Oregon 97211 HC. Handicap r VERIFY ACCURACY OF EXISTING CONDITIONS & NOTIFY KASA ARCHITECTS, INC. Approved 171a'ns HD. Head OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT F WORK A MINIMUM OF 503.284.6917 HDR. Header W Wide/West shall be on } b s'te� www.kasapdx.com HDW. Hardware W.C. Water Closet ` ' FIVE (5) WORKINGDAYSSHALL BE ALLOWED EFOR TAORESPONSE TOTHEU HM Hollow Metal WD. Wood _ ' DISCREPANCY WITH MODIFIED DESIGN INFORMATION. WDW. Window HORIZ. Horizontal J W.G. Wire Glass 4. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS Scwhlndt HR. Hour _._° W.H. Water Heater r ' OFFICE COPY HT. Height W/ With TO DETERMINE ANY LOCATIONS. NOTIFY KASA ARCHITECTS, INC. OF ANY Medical/Dental HVAC Heating, Ventilating, and Air Conditioning W/0 Without reA' DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK. y � t INFO. Information W.P. Water Proof office �w ` rt�t ttt..lti! - INSUL. Insulation WRGB Water Resistant Gypsum Board � 5. COORDINATE EQUIPMENT LOCATIONS WITH OWNER PRIOR TO FINAL ROUGH IN. INTR. Interior WT. Weight W.W.F. Welded Wire Fabric " ` ' + i 6. PROVIDE FIRE EXTINGUISHERS IN LOCATIONS REQUIRED BY THE FIRE MARSHALL. 11445 SW Summerfield Dr. JAN. Janitor WHERE FIRE EXTINGUISHERS ARE SHOWN ON THE DRAWINGS, VERIFY LAYOUT Tigard, Oregon JT. Joint XFMR Transformer , - WITH THE FIRE MARSHALL PRIOR TO INSTALLATION. SITE KASA Proj # 1105 KIT. Kitchen 0 ■ 7. ALL GLASS AND GLAZING IN DOORS, ADJACENT TO LANDINGS, AND RAMPS, AND .N WITHIN 24 INCHES OF A DOOR SHALL BE SAFETY GLAZING. GLAZING IN Permit Set:March 20,2012 INDIVIDUAL PANELS THAT ARE GREATER THAN 9 SQUARE FEET, HAVE A BOTTOM VicinityMap EDGE LESS THAN 18 INCHES ABOVE THE FLOOR AND A TOP EDGE HIGHER Not to Scale THAN 36 INCHES ABOVE THE FLOOR, AND WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE SHALL BE SAFETY GLAZING. EACH PANE OF SAFETY GLAZING SHALL BE IDENTIFIED BY A LABEL SPECIFYING THE LABELER AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES. dt M d I / D t I Off 4� Cover Sheet 8. PROVIDE PERMANENT LABELS AT ALL ELECTRICAL PANELS AND CONTROLS, MECHANICAL EQUIPMENT, SHUTOFF VALVES, AND FIRE CONTROL EQUIPMENT. CS copyright KASA Architects,Inc.2012 GENERAL NOTES WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING CODE (UPC). THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION [D Z SHOWN IS BASED ON SURVEY PERFORMED BY REPPETO & ASSOCIATES, INC. LAND SURVEYORS, i v � � DATED 8-10-11. i BOUNDARY AND BASIS OF BEARINGS ARE PER PARTITION PLAT 1998- 128, WASHINGTON COUNTY PLAT RECORDS. /i 0 5 10 20 ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK NO. 561. THE BENCHMARK FOR THIS PROJECT IS A 1-1/2" BRASS DISK IN CONCRETE SIDEWALK AT THE NE CORNER OF CD 10 13 cP // / SCALE. 1" = 10' HIGHWAY 99W (PACIFIC HIGHWAY) AND DURHAM ROAD, ELEVATION =190,990, NGVD 29 1� � THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE ® CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS—DAY HOURS / 776, 50wG PRIOR TO EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE 7G 6 6 OF ALIGNMENT CONFLICTS. 57.20 i 186'0 B PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE /7AND PROTECT THEM DURING CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT. 1 EROSION AND SEDIMENT CONTROL (VOTES: �� �`�s /1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL 186 g6 �� EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOC CHAPTER 52, STATE, AND FEDERAL REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE 6'�6 �G INSTALLED, INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL 1.09 / PLANNING AND DESIGN MANUAL, DECEMBER 2000. lb CN N��p�� app OCG 15 TO THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, 17 °� �`b 10 AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL 17 ��p 1815 60 BB CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND 18 / VEGETATION/LANDSCAPING IS ESTABLISHED. THE OWNER SHALL BE RESPONSIBLE FOR I 15 MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL VEGETATION/LANDSCAPING IS ESTABLISHED. Q) cV� THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL �4 14 CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT AND of o� IG SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE w y 1V •5® gG APPLICABLE WATER STANDARDS. B ZN9 90THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE p� �' 6000 �v CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS 07. � 1.09 - NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT—LADEN f 87 187 52 TC 1 50 gg�: 11 WATER DOES NOT LEAVE THE SITE. 8C 0 90 18'02 g�� 88 DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED AND MAINTAINED DAILY BY f AN EROSION CONTROL PLAN MANAGER (SPECIFICALLY DESIGNATED BY THE CONTRACTOR) AND J �� �, MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED EFFECTIVENESS. ESC MEASURES WILL m I 15 0� 0 1 BE INSPECTED EVERY 2 WEEKS OR 24 HOURS FOLLOWING A RAIN EVENT OF 0.5 INCHES OR N 1 14 I? GREATER, DURING INACTIVE PERIODS. THE EPCM SHALL INSPECT ALL EROSION AND SEDIMENT 16 �� CP---IN AND COMPLETE AN INSPECTION LOG AND MONITORING FORM AFTER EACH INSPECTION. X65 8772 TQ 18 89 18' 39 18722 AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE BARRIER HEIGHT. 1 09' IYC 18STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ,87 ° 5p MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO �2 g 1.09 1 1.59 0�, I INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. -- / STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT 0 1�� C) SURFACES ARE COMPLETED AND/OR VEGETATION IS RE—ESTABLISHED. INLET PROTECTION 16 0 0 I MEASURES SHALL BE IN PLACE DURING SAW CUTTING ACTIVITIES. 00 ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE 2'090 7 ° ct CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE STORM WATER � W�� ''0` MANAGEMENT SYSTEM. 18 / 187 6 18 ZE .80 89 88,00 69 1 PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. / PROPOSED 9 SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER IST FOR EACH PHASE OF i� DENTAL OFFICE ,890 ,�� � CONSTRUCTION. F.F.E. 188.00 I � PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENT DISCHARGE TO /869, 2• ° THE STORM WATER MANAGEMENT SYSTEM. UNFILTERED WASH WATER CANNOT BE DISCHARGED TO \ STORM DRAINS. TEMPORARY GRASS COVER MEASURES MUST BE FULLY ESTABLISHED BY OCTOBER 1ST. FROM / OCTOBER 1ST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WILL BE $6 / IN EFFECT FOR ANY EXPOSED SOIL OR SOILS NOT FULLY ESTABLISHED. SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. ALL STOCKPILED SEDIMENT WILL BE COVERED WITH PLASTIC SHEETING AND / 18 !a"- \ 40.66 — ISOLATED WITH SILT FENCING OR CHECK DAM AT THE TOE OF SLOPE WHEN NOT IN USE. ALL 800 \ NEWLY EXPOSED SOILS WILL BE PROTECTED WITH AN ADEQUATE GROUND COVER AT THE END OF CONSTRUCTION EACH DAY. (STRAW, MULCH, COMPOST, WOOD CHIPS, PLASTIC SHEETING, ETC. 18j CONSULT THE DETAIL SHEET IN THE PERMIT OR THE MANUAL FOR SPECIFICATIONS). 92 S.9? - - - - - - 1.09 - - - THE CONTRACTOR SHALL NOT REMOVE ESC MEASURES UNTIL VEGETATION IS FULLY ESTABLISHED i AND INSPECTOR HAS APPROVED VEGETATION GROWTH. 191 IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST, WHERE ON—SITE OR OFF—SITE ' A DAMAGE IS LIKELY TO OCCUR, ONE OR MORE OF THE FOLLOWING PREVENTATIVE MEASURES SHALL KAb n0 BE TAKEN FOR DUST CONTROL: architects, inc. A. MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH r , THE USE OF TEMPORARY GROUND COVER AND OTHER L/ TEMPORARY STABILIZATION PRACTICES. 4119 NE Cesar E. Chavez Ave. Portland, Oregon 97211 503.284.6917 B. THE SITE IS SPRINKLED WITH WATER UNTIL SURFACE www.kasapdx.com S. W. D 1 1 R L�A A p D• IS WET. REPEAT AS NEEDED TO PREVENT THE CARRY V l� IVI !� OUT OF MUD ONTO STREET, REFER TO STABILIZED CONSTRUCTION ENTRANCE DETAILS. Scwlndt GRADING & EROSION CONTROL CONSTRUCTION NOTES PAVING C. SPRAY EXPOSED SOILS WITH A DUST PALLIATIVE. NOTE, Medical/ ental 10 INSTALL CONSTRUCTION TEMPORARY ENTRANCE PER DETAIL, SHEET C1.1. PRE—PAVING AS—BUILTS SHALL BE SUBMITTED TO THE CITY OF VANCOUVER WET WEATHER EROSION CONTROL USED OIL IS PROHIBITED AS A PALLIATIVE. Office CONSTRUCTION OFFICE AND CITY INSPECTOR FOR STORM SEWER PRIOR TO PAVING. STOCKPILES THAT WILL BE EXPOSED FOR MORE THAN 14 DAYS SHALL BE PROTECTED WITH 11445 SW Summerfield 11 INSTALL SEDIMENT CONTROL FENCE PER DETAIL, SHEET C1.1. ON OCTOBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, DISTURBED AREAS, OR GROUND PLASTIC SHEETING OR WITH A TEMPORARY GROUND COVER USED IN CONJUNCTION WITH Drive PAVING WILL NOT BE ALLOWED DURING WET OR COLD WEATHER, PER W.S.D.O.T. COVER VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT EROSION A SPECIFIC TEMPORARY/PERMANENT SEEDING. STOCKPILES THAT CONTAIN ONLY STRIPPINGS SHALL BE 12 INSTALL TREE PROTECTION FENCE PER DETAIL, SHEET C1.1. SPECIFICATIONS. EROSION CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE IMMEDIATELY COVERED WITH PLASTIC SHEETING. SEDIMENT FENCES SHALL BE PLACED AT THE TOE Tigard, Oregon CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION OF SLOPE OF ALL STOCKPILES. MSA Proj # 1105 13 SAWCUT EXIST. PAVEMENT AND MATCH EXIST. GRADE. ALL PAVEMENT SHALL BE STRAIGHT CUT PRIOR TO PAVING. EXISTING PAVEMENT AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR REQUIREMENTS). FOR SHALL BE REMOVED AS NECESSARY TO PROVIDE A SMOOTH TRANSITION FOR BOTH SURFACE WATER FACILITIES, FIBER MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO D PRO Sire Permit:March 5,2012 14 CONSTRUCT WALL ALONG EDGE OF SWALE. RIDE AND DRAINAGE. WATER INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED atper 5 INE ,`t�Q�� ��ss PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND o �® O15 CONSTRUCT CURB PER DETAIL, SHEET C1.1. ALL RIMS, COVERS AND FRAMES SHALL BE ADJUSTED TO FINISH GRADE UNLESS SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BYHP �G 42 OTHERWISE NOTED. THE ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, ® f Peterson jL' G6 16 CONSTRUCT SIDEWALK PER DETAIL, SHEET C1.1. OR STRIPPED OF VEGETATION BETWEEN OCTOBER IST AND APRIL 30TH, THE PLAN SHALL BE -:; ,'� REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND 1 elfis Inc. OREGON ciao 17 CONSTRUCT PERVIOUS CONCRETE PAVERS PER DETAIL, SHEET C1.1. THE CITY INSPECTOR. PRIOR TO NOVEMBER IST OF EACH YEAR, WET WEATHER MEASURES SHALL pT 16 ` � ��G &BE INSTALLED AND FULLY FUNCTIONAL. FTy'�1/CHAE�PG� y � ��® 18 CONSTRUCT BOULDER RETAINING WALL, BOULDERS SHALL NOT BE PLACE WHERE 'OS SE Spokane Street, Suite 200, Portland,OR 97202 HEIGHT IS MORE THAN 3 FEET ABOVE GUTTER ON DURHAM ROAD PLAN - phone: 503.221.1 131 www.hhpr.com fax: 503221.1 171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.2011 HINGED DEFLECTOR TO 8" MINIMUM GROWING MEDIUM FACILITATE CLEAN-OUT RIM MIN. DIST. FROM TREE EQUAL TO I' FOR EACH 1" CAL. DBH, FILTER FABRIC MATERIAL OR AS SHOWN ON PLANS 45' BEND 36" WIDE ROLLS GRATE ELEV. 2 1v MPX (SEE GRADING tii 3H USE STITCHED LOOPS OVER w qX PLAN) Lv ORANGE POLY FABRIC MESH 1 2"x 2" POSTS TO BE FENCING ON STEEL POSTS o INSTALLED ON UPHILL SIDE I OF THE SLOPE TO FORM CONTINUOUS o Q o 0 o SIPHON FILTER PROTECTIVE BARRIER 6' MAXIMUM SPACING FABRIC AROUND TREES) MATERIAL - o 0 0 12" MAX. TMI'N 24" X24" X42" FRONT VIEW z 24" "L YNCH" CATCH 1 6 N.T.S. N I FILTER FABRIC MIN. BASIN, OR d o `� APPROVED EQUAL 12" DRAIN ROCK ANGLE BOTH ENDS OF FILTER PRECAST CONCRETE WEIGHT OR 1 FABRIC FENCE TO ASSURE SOIL STEEL BRACKET ANCHORING IS TRAPPED NOTES: SIDE VIEW SYSTEM AS REQUIRED TO UNDISTURBED �' ° MAINTAIN FENCE FIRMLY ERECT VARIES N.T.S. EXISTING GRADE FOR DURATION OF PROJECT 1. SWALE TO HAVE ESTABLISHED VEGETATION PRIOR TOP VIEW TO PAVING. TEE, WYE, OR 45° BEND INTERLOCKED 2. PLANT SWALE AND POND PER LANDSCAPE PLANS. USE PIPE MANUFACTURES ADAPTER CONNECTOR OR N.T.S. 2"x 2" POSTS TEE OR W YF FERNCO" FLEXIBLE COUPLING WITH S TA INL ESS AND ATTACH STEEL CLAMPS OR APPROVED EQUAL. SEDIMENT CON OL FENCE TEE PROTECTION FENCING TAIL INFILTRATION SWALE TYPICAL CROSS SECTION I.E. (SEE PLAN) CA TCH BASIN N.TS. N.T.S. N.T.S SS SD• M/ oR 3 1/8"X8"X8" PERVIOUS CONCRETE PAVER 3/4" RT 6' EDGE CURB JOINT 5' MIN. SEE NOTE 5 ROW RADIUS = 25' MIN. 3 3/a" – 4" CHOKER AGGREGATE _ TF 6" _ DRAINAGE BLOCKOUT y2% CLEAN PIT RUN OR 3"- 6' CLEAN ROCK QRO��N OF ��,�F�S 8 1/2" DRAIN ROCK (30-40q VOID SPACE) ®� 3 I.D. SCHEDULE 40 ROAD / . ` SUBGRADE REINFORCEMENT \X G3 -. GEOTEXTILE FABRIC NON–WOVEN DWV ABS OR PVC( ) GEOTEXTILE, AS REQUIREDP (MIRAFI 180N OR EQUAL) -----–--–i------ — PIPE W/COUPLING , 8 MIN. ---------------------I 16" 2" OF 3/4"-0" BASEROCK DEPTH 12" FULLY COMPACTED SUBGRADE COMPACTED SUBGRADE *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL NOTE: (95% COMPACTION–MAX DRY DENSITY CHOKER AGGREGATE SHOULD BE A 3/8–INCH ASTMD 1557) GRAVEL CONSTRUCTION TO 3/4–INCH UNIFORMLY GRADED CRUSHED ENTRANCE CURB RAMP ROCK OR CRUSHED GRAVEL WITH AT LEAST SIDEWALK ADJACENT T O CURB TWO MECHANICALLY FRACTURED FACES. PAVEMENT PERVIOUS CONCRETE P VES SEC PD 9" 5' MIN. ROW - 6" - N. T.S. rop r. ROAD NOTES: N 0 TE J.- 2" OF 3/4"-0" BASEROCK 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF COMPACTED SUBGRADE SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. SIDEWALK AWAY FROM CURB 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TO A MAXIMUM OF 20 FT. NOTES: 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED KASA 2. TRAVERSE EXPANSION MATERIAL TO BE PRE—MOLDED NON—EXTRUDED MATERIAL FILTERING SYSTEM. architects, inc. WITH A MINUMUM THICKNESS OF 1/2". 1. OCONCR/2" TO Y.BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 5. DIMENSIONSSINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 3. COMMERCIAL 4119 NE Cesar E. Chavez A� AVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 2. PANELS TO BE 5 FEET LONG. 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION Portland, Oregon 97211 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE 503.284.6917 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER www.kasapdx.com UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. SERVICES EROSION PREVENTION AND SEDIMENT CONTROL 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET PLANNING AND DESIGN MANUAL. SChvulndt AND MAX. OF 3 FEET FROM PROPERTY LINES. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. Medical/Dental 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CONSTRUCTION ENTRANCE Office CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. aea.nWater Services OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. Detail Drawing 855 REVISED 12-06 Our commitment is clear. 11445 SW Summerfield 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER Drive SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED Tigard, Oregon OVER PIPE. KASA Proj # 1105 APPROVED BY: NO SCALE APPROVED BY: NO SCALE (JaSire Permit:March 5,2012 ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT AGUSTIN P. DUENAS AGUSTIN P. DUENAS Harper GV w I 424 `� 9 CITY ENGINEER STANDARD CURB DWG. NO. 13125 S.W. HALL BLVD. CONCRETE G I N E� TIGAR S.W. HALL BLVD. CITY ENGINEER DWG. N0. Hi ®uf �����®n s TIGARD, OREGON 97223 TIGARD, OREGON 97223 H VOICE: (503) 639-4171 -i` ) - + CITY OF TIGARD FAx (503) 684-7297 JULY 2001 VOICE: (503) 639-4171 JULY 2001 ' OREGON APPROVAL DATE CITY�OF TIGARD (503) 684-7297SIDEWALK 1 20 _ OREGON APPROVAL DATE Righellis Inco OREGON S M/CHAE�P� DETAILS 205 SE Spokane Street, Suite 200, Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.201 GENERAL NOTES WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE ,! INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING CODE (UPC). FIRE HYD THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ARE 78 PSI COMPILED FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR / THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY PERFORMED BY HHPR cp 0 5 10 20 ELEVATIONS BASED ON CITY OF WASHINGTON COUNTY BENCH MARK NO. J 486. THE BENCHMARK FOR THIS PROJECT IS BRASS DISC. LOCATED IN I CP �� / SCALE: 1" = 10' THE NORTHWEST CORNER OF HWY. 99 BRIDGE OVER R X R TRACKS 6� AND COMMERCIAL ST. NORTHWEST CORNER OF SAID BRIDGE 2 FEET NORTHWEST OF A BRASS DISC MARKED "TIGARD 1946". ELEVATION = 193.968' THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE CONTRACTOR SHALL NOTIFY EACH �" UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY HOURS PRIOR TO / EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL I BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT _17 ALLOW CONFLICTS. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL / EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING I CONSTRUCTION. COORDINATE WITH ENGINEER/ARCHITECT. 14J STORM DRAINAGE 1STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE PVC (ASTM 3034, SDR 35 OR C-900) OR SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT / NAME N12(TM), OR EQUIVALENT. UNLESS OTHERWISE SPECIFIED ON PLANS. PRIOR TO TESTING AND INSPECTION OF THE STORM SYSTEM, ALL PARTS OF THE SYSTEM SHALL BE CLEANED OF ALL DEBRIS. 3 TESTING OF STORM PIPELINE SHALL BE IN ACCORDANCE WITH CITY OF 0 1 TIGARD REQUIREMENTS. 187 2 39 LF � WA TER NOTES S = 2.0% ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH GRADE. 5 86.7 LF 1 ALL WATER LINE WORK IN PUBLIC RIGHT-OF-WAY, INCLUDING METER 6" PVC PIPE BUT EXCLUDING WORK ON THE BACKSIDE OF THE DOMESTIC METER, I.E. IN = 186.87 QPP� SHALL BE CONSTRUCTED BY THE CITY OF PORTLAND AND COORDINATED I.E. OUT = 186.00 BY THE CONTRACTOR. UPON COMPLETION OF THE INSTALLATION OF S = 1.0% W THE WATER SYSTEM ALL LINES SHALL BE FLUSHED AND DISINFECTED IN _ - -- -- CONFORMANCE WITH HEALTH DIVISION GUIDELINES AND CITY PROVIDE CLEAN OU PER PLUMPING CODE I REQUIREMENTS. THE CONTRACTOR SHALL TEST ALL LINES PER THE I CITY REQUI REMEN TS. / — PRIVATE DOMESTIC AND FIRE SERVICE LINES 3 1/2" OR SMALLER SHALL / 8 BE TYPE K COPPER OR SCHEDULE 40 PVC, LINES 4" OR LARGER TO BE CLASS 52 D.J. PIPE OR PVC PRESSURE PIPE C-900 CLASS 150 ALL WATER PIPE SHALL COMPLY WITH CITY OF TIGARD, AWWA, AND UL STANDARDS. / 1 8 7 / s SAKI TAR Y SEWER SANITARY SEWER PIPE SHALL BE PVC 3034 SDR35, CONCRETE ASTM C14, OR APPROVED EQUAL. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD STANDARD SPECIFICATIONS. ADJUST 5 42 LF PROPOSED ,� 6" PVC PIPE MANHOLE AND CLEANOUT RIMS TO FINISH GRADE. / DENTAL OFFICE RIM = 186.87 E. IN = 186.21 MISC. UTILITIES I.E. OUT = 186.00 4 ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED S = 0.005 BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY. 89 / COORDINATE LOCATION WITH OWNER FIRE HYD 90 PSI — ---- - - 92 _ - - - - - - - - ��_ HKz b# 191 0D00 0 10,0 architects, inc. vez Ave. _-7L/ - __ _ __ 4119 Portland, Oregon a9721 1 503.284.6917 www.kasapdx.com S. W DURHAM RD. SchWindt Medical/Dental Office 11445 SW Summerfield Drive T I KASA P or #1105 OCONSTRUCT INFILTRATION SWALE. SEE DETAIL ON SHEET C1.1 Hayper Sire Permit:March 5,2012 OINSTALL 4" SANITARY SEWER LATERAL. �� I NE sem® OCONNECT SANITARY Peterson G�� �24��� 3 - R SEWER LATERAL TO EXISTING PIPE WITH CLEAN ;!,�` �G�l� C 0 OUT, IE 179.7+/-. 1 e1S Co � �� O INSTALL AREA DRAIN. SEE DETAIL ON SHEET C1.1 OREGON' 16, STORM DRAINAGE ry OP� UTILITIES INSTALL STORM SEWER PIPE yM/CHAE1- 205 SE Spokane Street, Suite 200, Portland, OR 97202 PLAN phone: 503221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 12-31-13 copyright KASA Architects,Inc.2011 4" WHITE STRIPE / (TYP.) 24" O.C. (TYP.) 0 5 10 20 I / SCALE: 1" = 10' z Q J Q Ld CL4" WHI TE STRIPE (TYP.) Ln Cd I / CD 6.00 `n 7.7 5' ' 5.20 C C� C C C C C 45' I 6.0 0' PER PLAN 3.00' R 2.60' R Ln o / ACCESSIBLE STALL STRIPING O-) CD CD / N.T.S. CD N N �O N 2" 10.5" 6. 73 2 3 R=5" 2.00' R TYP. STRIPING NOTES: 8.00 9. 00 8.79 ALL PARKING LOT STRIPING SHALL BE PAINT. 9. 00' 4 TRAFFIC MARKING PAINT SHALL BE INDUSTRY STANDARD: ASSHTO M-248, TYPE 3F 2» 4,. 1' ACCEPTABLE TRAFFIC PAINTS: O �� FULLER O'BRIEN: TRAFFIC LINE PAINT, 382-12 WHITE TRAFFIC 0-) GENERAL: TRU-TEST SUPREME ZONE MARKING PAINT, 1010 WHITE AND 1012 YELLOW i d PAINT PPG INDUSTRIES: PITTSBURG TRAFFIC AND ZONE MARKING PAINT 22 LINE,. WHITE AND YELLOW w ® ® ® ® ® RODDA: TRAFFIC PAINT, WHITE 671 AND YELLOW 670 d SHERWIN WILLIAMS. WHITE B29 W1 AND YELLOW B29 Y2 iiJJ �- Q- Q / Q) INSTALL 4" LINE AS SHOWN �; \ W LINE SHALL BE PERPENDICULAR TO LL THE FACE OF CURB 9„ / W 2„ NOTES: 1. SYMBOL AND PAINT SHALL MEET CURRENT A.D.A. ACCESSIBILITY I GUIDELINE REQUIREMENTS. 2. SYMBOL SHALL HAVE A BLUE BACKGROUND MEETING CURRENT / PROPOSED A.D.A. ACCESSIBILITY GUIDELINE REQUIREMENTS. / DENTAL OFFOCE c ACCESSIBLE PARKING SYMBOL " PARKING STALL LINE N.T.S. I N.T.S. INSTALL #4 REBAR WITH 12" MIN. EMBEDMENT / THROUGH PRECAST SLEEVE. RECESS REBAR 1/4" AND COVER HOLE WITH EPDXY SEALANT.• SIKH LASTOMER-46, THUMB PUTTY. TYPICAL — 1 BOTH ENDS OF WHEEL STOP AS SHOWN. 00000 -1 architects, inc. �0'' 4119 NE Cesar E. Chavez A,, Portland, Oregon 97211 DRAINAGE CHANNELS 2" 503.284.6917 www.kasapdx.com S. W. DURHAM RD. Schwindt DRAINAGE CHANNELS Medical/Dental � Office 11445 SW Summerfield PRECAST CONCRETE WHEEL STOP Drive CONSTRUCTION NOTE N.T.S. Tigard, Oregon KASA Proj # 1105 OINSTALL PRECAST CONCRETE WHEEL STOP PER DETAIL, SHEET C3.0 HarperPROFF Sire Permit:March 5,2012 O INSTALL 4" PARKING STALL LINE PER DETAIL, SHEET C3.0 I NES �D - HP ®uf Peterson � w /9,424 � r O INSTALL ACCESSIBLE STALL STRIPING PER DETAIL, SHEET C3.0 i /G --- lellsInc. OREGON C3mO 4� INSTALL ACCESSIBLE STALL PARKING SYMBOL PER DETAIL, SHEET C3.0 r 16,�g������ LAY®UT AND TyM/CHA 0- PAVEMENT 205 SE Spokane Street, Suite 200, Portland,OR 97202 MARKING PLAN phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 ExPrxEs: 12 31-13 copyright KASA Architects,Inc.201 TREE ASSESSMENT I Tree Dia. Crown No. Inches Species HtMidth Health Condition Comments Few&minor or Significant amount of fill placed over top of half of root system on west M Fr T1 12 Norway Maple 28 x 23 Good correctable defects side of tree. Moderate&non- Partial crown due to crowding of building to west. Significant amount of l a M T2 12 Port Orford Cedar 65 x 23 Good correctable defects fill placed over half of root system on west side of tree. l i Tree has partial crown due to crowding by adjacent tree.Tree has lots of fine dead wood throughout crown and has produced below average I s Moderate& non- annual twig growth for several years.This suggests tree was in l t N T3 130 Northern Red Oak 75 x 60 Fair correctable defects declining health. ree has partial crown due to crowding by adjacent tree. I ree has lots of fine dead wood throughout crown and has produced below average C C 'l Moderate&non- annual twig growth for several years.This suggests tree was in 3 T4 30 Northern Red Oak 75 x 60 Fair correctable defects declining health. Moderate&non- - ¢ ! l T5 12 European Beech 55 x 20 Fair correctable defects Partial crown due to crowding. Two stems at 6' ' Major defects or borer infestation and has lost major portions of the crown due T6 14 Shore Pine 30 x 23 Poor problems structural defects. 4, 3.5, Major defects or Partial one sided crown that leans to east. Poor specimen with poor T7 3.5, 3 Japanese Maple 15 x 25 Fair problems structure that is not correctable. 6 tell Schwedler Norway Moderate&non' f T8 20 Maple 54 x 50 Good correctable defects Dense full crown with 2 stems at 5' o Moderate&non- '\r-R E D B BIKE E T9 12 Colorado Blue Spruce 65 x 25 Fair correctable defects Partial crown due to crowding by tree T8. I RAU. FO R (29) �Fr, 7 � Note: Trees requiring mitigation planting are highlighted in yellow. ` S �� � T^ + ; l9 Tree Assessment by Pacific Resources Group - (503) 222-4320 f T6 \ , w ,� sT 1i i i i I 1 � 3 3 ! 4 MITIGATION SUMMARY TOTAL HEALTHY TREE INCHES ON SITE 80 TREE INCHES TO REMAIN D 9 ON—SITE MITIGATION INCHES PROVIDED 41 @@•� 'e f 1 p }�REQUIRED OFF—SI TE MITIGATION INCHES 39 F F T5 Baa � T3 .. . e 6 3 r 3 Ill ` • T4 l S PLANT SCHEDULE TREES 1,01. 9 EXISTING TREE TO BE REMOVEDKASA I VARIES SEE TREE PLAN SIGN architects, inc. 4119 NE Cesar E. Chavez Ave. Portland, Oregon 97211 503.284.6917 www.kasapdx.com RD SW DURHAMSchwindt Medical/Dental Office 11445 SW Summerfield Drive Tigard, Oregon KASA Proj # 1105 Harper Permit Set: March 20, 2012 HP Houf Peterson 747 0 10 20 40 Rlghellls Inc. • ' OREGON EEL TREE PLAN SCALE: 1" = 10' ENGINEE. Rs4PLANNERs 05/13/11 LANDSCAPEA`RCHI = � S + SURVEYORS 205 SE Spokane Street, Suite 200 Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 copyright KASA Architects,Inc.2012 PLANT SCHEDULE TREES Z L2.0 L2.0 ❑ 7. N sso s Ivatica - Black Tupelo 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 4' TALL HEDGE SCREEN- 909 OPACITY 4 Robinia pseudoccocia Frisio - Frisia Hone locust 4' TALL HEDGE SCREEN 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 z - 909 OPACITY O ❑ ❑ ❑ ❑ ❑ ---- V ❑ ❑ ❑ ;. ❑ ❑ 1 lCotalpa speciosa - Northern Cotal o + - V - 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 + + ❑ ❑ V ! -IT + CLEAR VISION a - -1-1 PLANTINGS - -i- - ❑ + �� V - 3' TALL MAX. C C C C V � O o ❑ . C C + 6 St rax 'a onicus- Japanese Snowbell + El 4 CAL B&B, WELL BRANCHED, LIMBED TO 6 ❑ 4 TALL EXCEPT AS HEDGE SCREEN 5' 5' NOTED ON PLAN - 909 OPACITY c 1 Trach car us Fortunei - Chinese Windmill Palm V 4' TALL HEDGE SCREEN 8 BTH B&B, WELL BRANCHED, LIMBED TO 6 3" CAL - 909 OPACITY ° §; 3' IN. SHRUBS 3 L2.0 ° 1❑ ° 1 Chois o temoto 'Sundance' - Sundance Orange Blossom acj ❑ + 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN + V = C a 5' TALL x 5' WIDE (PRUNNED) - EVERGREEN \ ° ❑ 48 Abelia x rodiflora - Gloss Abelia / ZA O 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN f 4' TALL x 4' WIDE (PRUNNED) - EVERGREENS a 0 i 20 Berberis thunber ii Atro ur urea - Red Leaf Japanese Barberry O 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN 3' TALL x 4' WIDE (PRUNNED) - DECIDUOUS ,"If + ° ° a a 115 Pennisetum 'Princess Caroline' °' a -_ Zn 1 GAL CONT., FULL PLANTS, SPACING AS SHOWN {`3€ --- C 7g 30" TALL x 30" WIDE - DECIDUOUS ° CC 12 Ilex labra 'Com acto' - Compact Inkberr 3 GAL CONT., FULL PLANTS, SPACING AS SHOWNBUFFER - �o' MIN. 4' TALL x 4' WIDE - EVERGREEN / • CQ15 Hibiscus syriocus 'Anton Two' - Lilkim Rose of Sharon ° 3 5 GAL CONT., FULL PLANTS, SPACING AS SHOWN , 4' TALL x 3' WIDE -DECIDUOUS ' 105 Trachelos ermum asiaticum - Asian Star Jasmine a 4 a C 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN 18" TALL x 3' WIDE - EVERGREEN EJI 043 Gardenia 'asminoides Kleim s Hardy'- Kleim s Hard Gardenia ❑ +r A 2 GAL CONT., FULLPLANTS, SPACING AS SHOWN ��A 2 TALL x 2, WIDE - EVERGREEN C k C • 3 Far esio robusto 'Green Screen' - Green Screen Bamboo El g 2 GAL CONT., FULL PLANTS, SPACING AS SHOWN t a 10' TALL x 5' WIDE - EVERGREEN CLEAR visloN PLANTINGS - KASA 10 Acorus calamus 'Vorie atus' - Striped Sweet Flog3' TALL MAX. SHRUBS architects, Inc. C 36 O.C. ° 3' TALL x 3' WIDE - EVERGREEN e ° 4119 NE Cesar E. Chavez Ave. • • • • • • • • • • • • Portland, Oregon 97211 503.284.6917 www.kasapdx.com D a a C ° Schwindt GROUNDCOVER 4 ° ° A ° Medical/Dental �-o Office 370 Rubus en tal obus - Creeping Bramble O TREE LIMBED TO 8' 11445 SW Summerfield 4 POT 24 0.C. Drive TREE LIMBED TO 8' Tigard, Oregon MSA Proj # 1105 - - - - - 110 Pennisetum al o ecuroides 'little bunny'- Dwarf Fountain Grass 196 Carex di vul sa - Berkeley Sedge - - - - - 1 GAL CONT., FULL PLANTS, 18 O.C. 12 0.C. Permit Set: March 20, 2012 - - - - Harper T 152 Im eroto c lindrica 'Red Baron'- Blood Grass HP HOuf Peterson 747 1 GAL CONT., FULL PLANTS, 12 O.C. 0 5 10 20 Rl hellis LlO Inc. .!E p. CREEL � g GREG©N PLANTING PLAN SCALE: 1" = 10' ENGINEERS * PL. ANNERS 05113111 LANDSCAPE ARCH I'TECTS41SURVEYORS ............................................................................................................................................................................................................................................................. 205 SE Spokane Street, Suite 200, Portland, OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 r'' copyright KASA Architects Inc.2012 NOTE: N07E. TWICE WRAP WIRE STRAND AROUND PROVIDE 36" DIAMETER MULCH OR NOTCHED STAKE AND TWIST ENDS TO COMPOST RING, AS SPECIFIED. SECURE (ALLOWING TRUNK TO MOVE 3" IN ALL DIRECTIONS). POUND TIE SPECIFIED PLANT ENDS INTO STAKE TO CONCEAL SHARP SET CROWN OF ROOTBALL WIRE EDGES. - ° oo AT FINISH GRADE o°. SPECIFIED PLANT 2" HIGH EARTH SAUCER AT ON CENTER SPACING EDGE OF ROOTBALL AS INDICATED IN PLANTING LEGEND 2" DEPTH COMPOST, SPECIFIED TREE 2" DEPTH COMPOST MULCH KEEP CLEAR FROM BASE OF PLANT 2-No. 12 GA GALVANIZED WIRE o STRANDS WITH 112" O.D. FINISH GRADE REINFORCED RUBBER HOSE TO - PROTECT TRUNK -III—III //\ f- \ III— LOOSEN SUBSOIL TO DEPTH 2-No. 2" DIA WOOD TREE OF 12", ENTIRE SHRUB BED FINISH GRADE :': : .:: (- -- STAKES, NOTCHED FOR WIRE =III // // =III=III= TOPSOIL /\//\ STRANDS AND STAINED AS \/\/\/ SPECIFIED \ SPECIFIED TREE SET III , I Illlllli IIIII III- VERTICAL - III=III= SET ROOT BALL FIRMLY ON 2-No. 12 GA WIRE UNDISTURBED OR WATER STRANDS WITH 1/2" O.D. PREVAILING WIND 2 X CONTAINER DIAMETER SETTLED NATIVE SOIL =IIIIIIIII=III=NATIVE SOIL-III IIIIII= - -I REINFORCED RUBBER =III=III= I — 11-1 III - TOPSOIL HOSE TO PROTECT TRUNK - I I I I III I I I l I I-1 SCARIFIED SUBGRADE 2-No. 2"0 WOOD TREE STAKES, NOTCHED FOR WIRE STAINED ASDSPECI�IED, TREE STAKING SHRUB PLANTING �Zj��UND CO VCR PLANTING SEE DETAIL 2 4 0: � Section NOT TO SCALE Section NOT TO SCALE NOTTO SCALE o SET CROWN OF ROOTBALL 0 1" ABOVE FINISH GRADE � 4" HIGH EARTH SAUCER � AT EDGE OF ROOTBALL TEST COCKS - FOUR REQUIRED Lj � 2" DEPTH COMPOST 1. INSTALL BACKFLOW PREVENTER PER V) CODE AND REQUIREMENTS OF SPECIFIED VALVE BOX SPECIFIED TOP SOIL ¢ MULCH, KEEP CLEAR PREVAILING JURISDICTION FROM TRUNK OF TREE TOP OF BOX 1/2" ABOVE FINISH GRADE LID %2" ABOVE FINISH GRADE WITHIN PLANTING AREAS IN TURF. I" ABOVE FINISH GRADE IN FINISH GRADE GROUNDCOVER AREAS FINISH GRADE I I I FINISH GRADE 10" DIA TOPSOIL ROUND PLASTIC VALVE BOX \ \ \ \ KI ID I I / / a WITH LOCKING L -1 - VALVE AS SPECIFIED TYPICAL OF 2 TI NATIVE SOIL TO 12 BALL / • x -J \ z - II \ I I I FINISH GRADE DEPTH _ II , m = / // //\// -I IIIIIIIIII THREADED UNION TYPICAL OF 2 — — o \ \ \ TA A - - FERTILIZER BS S — — \ \ \ E —II —II III III \ I III- I—III I I , w — — - - / 1F1 RT A A ESS RISER SPEC ED IA PVC VE 1 C L CC III1 —II _ I—IIIIII—III III--1 vALVEs II[I- REMOVE ALL ROPE, TWINE -- o i \ — SPECIFIED MAINLINE TO REMOTE CONTROL �� .T� � NOTCHED TO FIT OVER MAINLINE AND/OR WIRE FROM TOP =IIIIII 111 0 ° ° —III= HALF OF ROOT BALL — - - COMMON BRICK, 2 REQUIRED 180° APART _—_ _ IIIIIIIII—III III —I 1 I- IIII—I 1-1 I I = - Iii 1 =11 I I=1 =1 III=1 III III=11 IIII III=1 -SET ROOT BALL FIRMLY =1 =11 I=1 -_ o II o = l _ d :�- SPECIFIED GATE VALVE _ _ = II _ I CONCRETE SUPPORT BLOCK =�- I I _ _I—IIIIIII I I—III III III III III III I I ON UNDISTURBED OR III III III IIII _ III_ =III—IIIIII—III IIIIIIIIIIII—III III—III IIII WATER SETTLED NATIVE IIIIII—III—I I II I INSTALL FILTER FABRIC OVER DRAIN ROCK z a .a MAINLINE SOIL III—LII ( IIIIIIIIIIIII IIII—III III- �—IIIIII—III III— 12 DRAIN ROCK 9I I=I I I I I I=I I I 1=111=1.11=1 1 I I= I 19I I I I = = =1 =1 =1 1 11= 1 =1 I I= PVC SCH So ADAPTER _II 1 I1 I I III I � �1 I 1� �I I 1�III I , I I1 I III- =IIIIII1 III I I BRICKS OR CONCRETE BLOCK SUPPORT - =III—IIII 1I 3 „ 2 X ROOTBALL DIAMETER( - III—III—I ( — I—IIII =IIII I I I I—III-III- 4 MIN DEPTH OF /4 WASHED GRAVEL -III IIIA 11-111-111-11 ONE REQUIRED AT EACH CORNER I=1 I I=1 I I=1 I I I D coPPER UPPLYFLINE I1 I I I I I I I I I I I 1 I II ( I I I I =1 I I I I I 1- iii 1 III—III—IIII 11III—IIII I IIII � I III—III III - " ' DECIDUOUS TREE PLANTING BACKFLOW PRE VENTER ISOLATION VALVE Section NOT TO SCALE O5Section NOT TO SCALE Section NOT TO SCALE VALVE BOX WITH LOCKING LID, TOP OF BOX %2" ABOVE FINISH GRADE IN TURF. 1" ABOVE FINISH GRADE IN GROUNDCOVER AREAS SPECIFIED TOPSOIL BALL VALVE, LINE-SIZED TO RAIN BIRD EASY RAIN CONTROLLER PAVEMENT FINISH GRADE MATCH REMOTE CONTROL VALVE VALVE IDENTIFICATION TAG DETECTABLE METALLIC UNDERGROUND SCH. 40 45° ELL REMOTE CONTROL VALVE WARNING TAPE CENTERED OVER HORIZONTAL LOCATIONS OF MAIN AND PAVEMENT SECTION SCH. 40 TEE AT MAINLINE SCH. 80 NIPPLE TYPICAL OF 2 LATERAL LINES a PVC UNION TYPICAL OF 2 , DETECTABLE METALLIC UNDERGROUND FINISH GRADE FINISH GRADE WARNING TAPE CENTERED OVER . :::::::: :::::.: : . . .-.:: :........:: :: .::::::::::::::::::::::. . . ::. : o —! -:.:. ! HORIZONTAL LOCATIONS OF MAIN AND _ - —III : . ::. :::::.:.::. ::::. :. ::::::::: :::: .:. ::::::: — 11- IIII :::::::::::::::::. :. ::::::::::::::::::. :::::::.::. :. ::::._. ::::::::::::::::::. :::. - LATERAL LINES :. ::.::::. :::::::::. ::::::::::.: ::::::::. : LATERAL LINE — — :::::::: SPECIFIED TOP SOIL :::: ::::::: ::::::; ::::::: ::: :: :. — — o :::. :::.-:::::. ::::::.-:. :::: :::. :::. ::::::. :::::.: :::::.:_:: ..:: — . . . . . . . . . . . . . ::.:::::::. :.::::::. III IIIII ..::::::::::.:.:: :. : "1-[__"'-1 :::::::::::::::. ::::::.: — 1 I —1 1-1-1 I f=71 I I. I I � =1 1 11 I I I II 1 =III III=III=L % =III=III= - =III SPECIFIED TRENCH BACKFILL SPECIFIED TRENCH BACKFILL :III I I I_ I I-III I I =III I IIII11 =_ ::= � 11 III. =III-III : . IIIII-III=111 =III III=�I LATERAL LINE =III =III=1 MAINLINE _ = 1=III=III= SPECIFIED SLEEVE MAIN OR LATERAL LINE KASA CONTROL WIRES, BUNDLE BELOW TOP —III OF MAINLINE = = III=III architects, inc. III=III = III= COMMON BRICK, ONE REQUIRED AT EACH CORNER OF VALVE BOX "' I I=III=III= III - = UNDISTURBED SUBGRADE MAINLINE III III=1 =1 =1 I_ = 1 =1 MINI III=11 L =1 =11 1=III=IIIIII—III 3 » - IIII I I I � I I—III— - 4119 NE Cesar E. Chavez Ave. Portland, Oregon 9721 1 1 /4 WASHED GRAVEL =III=III YP —III =III= 1 503.284.6917 -IIIIII—III I_I_I IIIIIIIII— III—I�I—I� =1 I I=1 III i III=.III- www.kasapdx.aam 11 III IIIIII—IIIIII—I 1= _ 1 IIIIIIIIIIIIIII =III I UNDISTURBED SUBGRADE ' ' =III 1=, II II II II Schwindt REMOTE CONTROL VALVE Q TYPICAL TRENCHING SLEEVING Medical/Dental 7 Section NOT TO SCALE U Section NOT TO SCALE Section NOT �TOSCA�LE Office 11445 SW Summerfield Drive Tigard, Oregon MSA Proj # 1105 Harper Permit Set: March 20, 2012 HP Houf Peterson 747L2 0 Ri hellis Inc. ,,E ����� . OREGON LANDSCAPE ' NGIN (' E S * P L A N z RS 05/13/11 DETAILS LANDSCAPE ARC �-'H 'T ECTS -, SURVEYORS . ................. . ...._._.. _....... ........... 205 SE Spokane Street, Suite 200, Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 copyright KASA Architects,Inc.2012 SPECIFIED TOP SOIL CONTROLLER LOCATED IN LOCKING TOP OF 80X %2" ABOVE FINISH GRADE WATER RESISTANT STAINLESS STEEL CABINET a • MnnuuivInnu IN TURF. I" ABOVE FINISH GRADE IN ,4 •••a GROUNDCOVER AREAS JUNCTION BOX 'a : . TOP OF HEAD TO BE %2" - 1" ABOVE 10"0 ROUND PLASTIC VALVE BOX WITH ' • • d GRADE IN TURF AREAS - AT GRADE LOCKING LID •�• IN BEDS I" PVC SCH. 40 CONDUIT AND FITTINGS •a 3 FINISH GRADE TO POWER SUPPLY, COORDINATE • CONNECTION TO POWER SUPPLY WITH a . = POP-UP SPRAY SPRINKLER ;:;':';: : " ;::. ::.::::.;... .. ......:::::::: 8"0 PVC VERTICAL ACCESS RISER, G ELECTRICAL CONTRACTOR PVC SCH. 40 - 90' STREET ELL ''' NOTCHED TO FIT OVER MAINLINE =1 . . ISI VIII III III A4 BARB ELL -! COMMON BRICK, 2 REQUIRED 180' 2 SCH. 40 PVC CONDUIT AND FITTINGS i i II —III APART �+ _ - — 18 MIN. SWING PIPE (POLY PIPE) - �—, —) ( SPECIFIED DRAIN VALVE . 4' MAX. LENGTH -III = MAINLINE WIRES TO REMOTE CONTROL VALVES IIIIII=I I I PVC SCH. 80 ADAPTER =II —I —III 4" SCH. 80 NIPPLE =III=I I =I 1 1 %2 CUBIC FEET OF 3/4" WASHED LA TERAL LINE GRA VEL SCH. 40 PVC - TEE OR ELL AT LAT. LINE BARB ELL 1 12 " POP- UP SPRAY SPRINKLER MANUAL DRAIN VALVE CONTROLLER Section 2 Section Section NOT TO SCL AE NOT TO SCALE KASA architects, inc. 4119 NE Cesar E. Chavez Ave. Portland, Oregon 97211 503.284.6917 www.kosapdx.com Schwindt Medical/Dental Office 11445 SW Summerfield Drive Tigard, Oregon KASA Proj # 1105 Harper Permit Set: March 20, 2012 Harper�J 1 ��'� Houf Peterson 747 f(` L20 1 Rlghellls Inc. sE P. CREEL .......... > OREGON LANDSCAPE ENGINEERS PLAl NEN S 051131 11 DETAILS LANDSCAPE ARCHITECTS * SURVEYOR ....................... _. ._........................ 205 SE Spokane Street, Suite 200, Portland, OR 972021 - phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 coDvriaht KASA Architects,Inc.2012