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SIT2021 - 00004 �FF10E COPY CITY OF TIGARD,v REVI D FOR CODE COMPLIANCE Approved. ) OTC: ; __ I ) Pcrmic M. Tad - n n b C) U Address 141 � p= r ,y e44D-- Ic � Suite #: "^?" '" ByS Dates VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION DOCUMENTS AND OTHER DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS. OSSC 105.4 City of Tigard Erosion Control To Schedule Inspections: Call (503) 639-4175 Initial inspection: prior 10 footing Inspection Final Inspection: Pbor to One,b.14119 inePectton TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER, AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR 97224 100% CONSTRUCTION DOCUMENTS a c a 09/11 /2020 ar rchitecture . ine 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com SYMBOLS TARGETS DRAWING INDEX PLAN VIEW ROOM TAG NEW FULL HEIGHT WALLS ROOM ROOM NAME 01 -GENERAL A742 INTERIOR DETAILS TEMPLET 0 N PRE - K 101 GOOD COVER SHEET A743 INTERIOR DETAILS-INTERIOR SIGNAGE 9 d ROOM NUMBER G001 GENERAL NOTES AND SHEET INDEX A761 CEILING DETAILS EXISTING FULL HEIGHT WALLS G002 ZONING& BUILDING CODE SUMMARY 1101 FLOOR FINISH PLAN -PRE-K d e c a DOOR NO.TARGET G003 LIFE SAFETY PLAN-OVERALL 1102 FLOOR FINISH PLAN-CONFERENCE CENTER CONFERENCE CENTER architecture . i n c PARTIAL HEIGHT WALLS G004 SECTOR LIFE SAFETY PLAN-PRE-K 1103 FLOOR FINISH PLAN-LOWER CONFERENCE CENTER AND GYM 5 G005 SECTOR LIFE SAFETY PLAN-CONFERENCE CENTER 1104 FLOOR FINISH PLAN-PORCH BUILDING OA . G006 SECTOR LIFE SAFETY PLAN-LOWER LEVEL GYM 935 SE Alder Street : Portland Oregon 97214 C233-1 DOOR NO �O n N D tel 503 239 1987 fax 503 239 6558 deca-inc.com ITEMS ABOVE ROOM NO. G007 SECTOR LIFE SAFETY PLAN-PORCH BUILDING 08-PLUMBING /[)\ ----------- FLOOR G008 GENERAL AND DESIGN BUILD NOTES FP001 SYMBOLS, LEGEND AND ABBREVIATIONS-FIRE PROTECTION G009 CONSTRUCTION SITE PLAN FP101 OVERALL MAIN FLOOR PLAN -FIRE PROTECTION ITEM TO BE DEMOLISHED AREA P001 SYMBOLS, LEGENDS,AND ABBREVIATIONS-PLUMBING DISTRICT SERVICES J 2919 BUILDING OR WALL SECTION TARGET C1f 02-CIVIL P002 EQUIPMENT SCHEDULE-PLUMBING �Yl��� A�C� AD AREA DRAIN .0 EXISTING CONDITIONS P100 SITE PLAN - PLUMBING C2.0 UTILITY PLAN P101 OVERALL MAIN FLOOR PLAN-PLUMBING T. LAYMAN DETAIL NUMBER C3.0 EROSION CONTOL PLAN P102 OVERALL ROOF LEVEL- PLUMBING O RD ROOF DRAIN g C4.0 DETAILS P141 UNDERGROUND PLAN-PRE K-PLUMBING A601 C5.0 SIGNAGE AND STRIPING PLAN P142 UNDERGROUND PLAN-CONFERENCE CENTER-PLUMBING 100% CD SET September 11 , 2020 I_DAVID PORTLAND, DON O ORD OVERFLOW ROOF DRAIN DRAWING NUMBER C5.1 SIGNAGE AND STRIPING DETAILS P144 UNDERGROUND PLAN-PORCH LEVEL-PLUMBING P151 FLOOR PLAN-PRE-K-PLUMBING �9T4, OF Q$ �CB CATCH BASIN INTERIOR ELEVATION TARGET 03-LANDSCAPE P152 FLOOR PLAN -CONFERENCE CENTER-PLUMBING 1 L1.0 MATERIALS LEGEND AND NOTES P153 FLOOR PLAN -LOWER CONFERENCE CENTER AND GYM- VICINITY MAP ® FLOOR DRAIN L1.1 MATERIALS PLAN PLUMBING DETAIL NUMBER L2.0 LAYOUT PLAN P154 FLOOR PLAN-PORCH BUILDING-PLUMBING 4 6 2 L3.0 GRADING PLAN P501 DETAILS-PLUMBING TIGARD-TUALATIN SCHOOL ELEVATION VIEW A601 DRAWING NUMBER L4.0 IRRIGATION LEGEND PD101 OVERALL DEMO FLOOR PLAN-PLUMBING DISTRICT L4.1 IRRIGATION PLAN PD102 OVERALL DEMO ROOF LEVEL- PLUMBING Q DUPLEX OUTLET 3 L5.0 PLANTING PLAN PD151 DEMO FLOOR PLAN -PRE-K-PLUMBING TEMPLETON PRE-K,CONFERENCE CENTER,AND ELEVATION NUMBER L6.0 SITE DETAILS PD152 DEMO FLOOR PLAN-CONFERENCE CENTER-PLUMBING DISTRICT SERVICES SWITCH L6.1 SITE DETAILS PD153 DEMO FLOOR PLAN- LOWER CONFERENCE CENTER AND GYM- STRUCTURAL GRID PLUMBING ® FA PULL STATION L6.2 SITE DETAILS 9500 SW Murdock St. ® L6.3 SITE DETAILS PD154 DEMO FLOOR PLAN -PORCH BUILDING-PLUMBING Tigard, OR 97224 TELEPHONE OUTLET q L6.4 SITE DETAILS PROJECT 5 L6. SITE DETAILS 09-MECHANICAL ® THERMOSTAT L6.5 SITE DETAILS M001 SYMBOLS, LEGENDS AND ABBREVIATIONS-MECHANICAL ITE FIRE EXTINGUISHER CABINET I L6.7 SITE DETAILS M002 EQUIPMENT SCHEDULE-MECHANICAL L6.8 PLANTING AND IRRIGATION DETAILS M003 EQUIPMENT SCHEDULE-MECHANICAL L6.9 PLANTING AND IRRIGATION DETAILS M101 OVERALL MAIN FLOOR PLAN-MECHANICAL M102 OVERALL ROOF LEVEL-MECHANICAL FEC CEILING HEIGHT TARGET 04-STRUCTURAL M151 FLOOR PLAN-PRE-K-MECHANICAL S000 GENERAL NOTES, SHEET INDEX M152 FLOOR PLAN -CONFERENCE CENTER-MECHANICAL 9'-0„ REFLECTED CEILING VIEW '*\ 8001 GENERAL NOTES, LEGEND SYMBOLS,ABBREVIATIONS M154 FLOOR PLAN-PORCH LEVEL-MECHANICAL \ CEILING HEIGHT ABOVE S010 TYPICAL DETAILS M501 DETAILS-MECHANICAL ® B CEILING LUMINAIRE: SURFACE, RECESSED FINISH FLOOR S101 OVERALL FOUNDATION PLAN M701 CONTROL DIAGRAMS-MECHANICAL S102 OVERALL ROOF FRAMING PLAN M702 CONTROL DIAGRAMS-MECHANICAL F CEILING LUMINAIRE: PENDANT MOUNTED VERTICAL ELEVATION S151 SECTOR FOUNDATION PLAN-PRE-K MD101 OVERALL DEMO FLOOR PLAN -MECHANICAL S154 SECTOR FOUNDATION PLAN-PORCH BUILDING MD102 OVERALL DEMO ROOF PLAN -MECHANICAL MECHANICAL PRE- - WALL LUMINAIRE: SURFACE, RECESSED 100'-0" S201 SECTOR ROOF FRAMING PLAN-PRE-K MD151 DEMO FLOOR PLAN - N ��'� S204 SECTOR ROOF FRAMING PLAN -PORCH BUILDING MD152 DEMO FLOOR PLAN -CONFERENCE CENTER-MECHANICAL O-' LTJ" WALL WASHER: SURFACE RECESSED S300 CANOPY SECTION & PARTIAL FOUNDATION PLAN MD154 DEMO FLOOR PLAN -PORCH LEVEL,-MECHANICAL LINE TYPES S400 FOUNDATION DETAILS 02-7-"- TRACK WITH HEADS LOCATED S401 FOUNDATION DETAILS 10-ELECTRICAL 3 S500 FRAMING DETAILS E001 SYMBOLS, LEGENDS AND ABBREVIATIONS-ELECTRICAL FLUORESCENT LUMINAIRE: SURFACE, CENTERLINE S501 FRAMING DETAILS E002 EQUIPMENT SCHEDULE-ELECTRICAL PROJECT CONTACTS RECESSED _ _ PROPERTY LINE S721 TREEHOUSE PLANS&DETAILS E003 LUMINAIRE SCHEDULE E100 SITE PLAN -POWER BUILDING OWNER: MECHANICAL ELECTRICAL PLUMBING ENGINEER: FLUORESCENT LUMINAIRE: WALL MOUNTED, CONSTRUCTION LINE 05-DEMOLITION E102 OVERALL ROOF LEVEL-POWER Tigard Tualatin School District PAE PENDANT E151 FLOOR PLAN -PRE K-POWER 6960 SW Sandburg 522 SW 5th Ave,#1500 AD101 OVERALL DEMO FLOOR PLAN Tigard, Oregon 97223 Portland, Oregon 97204 BREAKLINE AD102 OVERALL DEMO ROOF PLAN E152 FLOOR PLAN -CONFERENCE CENTER-POWER Phone: (503)431-4000 Contact: Mike Streb LINEAR FLUORESCENT LUMINAIRE: WALL AD151 SECTOR DEMO FLOOR PLAN-PRE-K E153 FLOOR PLAN -LOWER CONFERENCE CENTER AND GYM- Phone:NORTH ARROW (503) 542-0543 MOUNTED AD152 SECTOR DEMO FLOOR PLAN-CONFERENCE CENTER POWER o N AD153 SECTOR DEMO FLOOR PLAN-LOWER CONFERENCE CENTER E154 FLOOR PLAN -PORCH LEVEL-POWER OWNER REPRESENTATIVE: CIVIL ENGINEER: FLUORESCENT LUMINAIRE: BARE LAMP TRUE NORTH AND GYM E201 REFLECTED CEILING PLAN -PRE-K-LIGHTING DAY CPM KPFF E202 REFLECTED CEILING PLAN -CONFERENCE CENTER- LIGHTING 6960 SW Sandburg 111 SW Fifth Avenue, Suite 2600 O AD154 SECTOR DEMO FLOOR PLAN -PORCH BUILDING Tigard, Oregon 97223 Portland, OR 97204 POLE LIGHT: LUMINAIRES AS SHOWN E203 REFLECTED CEILING PLAN -CONFERENCE CENTER- LIGHTING AD201 SECTOR DEMO RCP-PRE-K Contact: Shawn Christensen Contact: Mark Wharry E204 REFLECTED CEILING PLAN -PORCH LEVEL-LIGHTING AD202 SECTOR DEMO RCP-CONFERENCE CENTER Phone: (503)523-8103 Phone: (503) 542-3860 DESIGNATES LIGHT ON EMERGENCY CIRCUIT E701 DIAGRAMS- ELECTRICAL _ AD203 SECTOR DEMO RCP- LOWER CONFERENCE CENTER AND GYM ® I� AD204 SECTOR DEMO RCP-PORCH BUILDING E801 PANEL SCHEDULES-ELECTRICAL ARCHITECT: LANDSCAPE ARCHITECT: EXIT LIGHT: CEILING, WALL (ARROWS AS E802 PANEL SCHEDULES-ELECTRICAL DECA Architecture Greenworks SHOWN) ED151 DEMO FLOOR PLAN-PRE-K-POWER 935 SE Alder St. 24 NW 2nd Avenue, Suite 100, 06-ARCHITECTURAL Portland, Oregon 97214 Portland, OR 97209 A001 WALL, ROOF, &FLOOR ASSEMBLIES ED152 DEMO FLOOR PLAN-CONFERENCE CENTER-POWER Contact: Beth Cantrell Contact: EMERGENCY BATTERY LIGHT: HEADS AS SHOWN At 00 SITE PLAN ED153 DEMO FLOOR PLAN-LOWER CONFERENCE CENTER AND GYM- Phone: (503)239-1987 Phone: (503)222-5612 POWER ® A101 OVERALL MAIN PLAN ED154 DEMO FLOOR PLAN-PORCH -POWER STRUCTURAL ENGINEER: FOOD SERVICE CONSULTANT: EXHAUST FAN A1t 02 OVERALL ROOF PLAN ED201 DEMO REFLECTED CEILING PLAN -PRE-K- LIGHTING IMEG Halliday Associates, Inc. o A151 SECTOR FLOOR PLAN-PRE-K ED202 DEMO REFLECTED CEILING PLAN-CONFERENCE CENTER- 1022 SW Salmon St., Suite 300 656 NW Norwood Street SPRINKLER HEAD A152 SECTOR FLOOR PLAN-CONFERENCE CENTER LIGHTING Portland, Oregon 97205 Camas, WA 98607 ® At 53 SECTOR FLOOR PLAN-LOWER CONFERENCE CENTER AND ED203 DEMO REFLECTED CEILING PLAN -GYM LEVEL-LIGHTING Contact: Rob Aman Contact: Laura Bourland SUPPLY AIR DIFFUSER GYM ED204 DEMO REFLECTED CEILING PLAN -PORCH LEVEL-LIGHTING Phone: (603)274-1843 Phone: (360)834-6657 A154 SECTOR FLOOR PLAN -PORCH BUILDING RETURN AIR A155 SECTOR FLOOR PLAN-OUTDOOR PLAY A161 ENLARGED BATHROOM PLANS 11 -TECHNOLOGY LT151 SYMBOLS, LEGENDS AND ABBREVIATIONS-TECHNOLOGY LINEAR AIR DIFFUSER A162 ENLARGED BATHROOM PLANS T151 FLOOR PLAN-PRE-K-TECHNOLOGY At 63 ENLARGED BATHROOM PLANS T152 FLOOR PLAN -CONFERENCE CENTER-TECHNOLOGY GENERAL NOTES A201 SECTOR RCP-PRE-K T153 FLOOR PLAN -LOWER CONFERENCE CENTER AND GYM- 1. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND THAT THE ABBREVIATIONS A202 SECTOR RCP-CONFERENCE CENTER TECHNOLOGY CONTRACT DOCUMENTS MAY REPRESENT IMPERFECT DATA AND (E) EXISTING A203 SECTOR RCP-LOWER CONFERENCE CENTER AND GYM T154 FLOOR PLAN-PORCH LEVEL-TECHNOLOGY MAY CONTAIN ERRORS, OMISSIONS, CONFLICTS, INCONSISTENCIES, A204 SECTOR RCP-PORCH BUILDING CODE VIOLATIONS, AND IMPROPER USE OF MATERIALS SUCH (N) NEW NC NOISE CRITERIA T ORP OUT PLAY-TECHNOLOGY AFF ABOVE FINISH FLOOR NSF NET SQUARE FEET/FOOTAGE A301 EXTERIOR ELEVATIONS T501 DE ILS-TEC NOLOGY DEFICIENCIES WILL BE CORRECTED WHEN IDENTIFIED. CONTRACTOR ALUM ALUMINUM OC ON CENTER A302 EXTERIOR ELEVATIONS SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT T502 DETAILS-TECHNOLOGY DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT BD BOARD OCC, OCCS OCCUPANT(S) A501 INTERIOR ELEVATIONS T503 E ILS-TEC NOLO Y ANY DEFICIENCIES OR BEAR THE RISK AND EXPENSE OF ANY FAILURE BO BOTTOM OF OFCI OWNER FURNISHED, CONTRACTOR INSTALLED A602 INTERIOR ELEVATIONS 1 DEM ORP PRE-K-TECHNOLOGY TO DO SO. THE CONTRACTOR SHALL REQUIRE EACH BOD BOTTOM OF DECK OD OVERFLOW DRAIN Issue Revision Date A503 INTERIOR ELEVATIONS SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND BUR BUILT-UP ROOFING OPP OPPOSITE TD152 DEMO FLOOR PLAN-CONFERENCE CENTER-TECHNOLOGY CF CEILING FAN OR CLEAR FINISH P PAINT A504 INTERIOR ELEVATIONS TD153 DEMO FLOOR PLAN-LOWER CONFERENCE CENTER AND GYM- IMMEDIATELY REPORT ANY DEFICIENCIES. 100% CONSTRUCTION DOCUMENTS CJ CONTROL JOINT PH PHONE A505 INTERIOR ELEVATIONS TECHNOLOGY Addendum 3 3 10/09/202. DRAWINGS OF EXISTING BUILDING FOR REFERENCE ONLY. Addendum 4 10/19/20 CG CASE GOODS PL, PLAM PLASTIC LAMINATE A506 INTERIOR ELEVATIONS TD154 DEMO FLOOR PLAN -PORCH LEVEL-TECHNOLOGY CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN FIELD. CH CHAIR, COAT HOOK PLY PLYWOOD A507 INTERIOR ELEVATIONS ACTUAL CONDITIONS MAY VARY. REPORT ANY DISCREPANCIES TO THE CL CLOCK PT PRESSURE TREATED CLR CLEAR RB RUBBER BASE A508 INTERIOR ELEVATIONS 12-FOOD SERVICE OWNER&ARCHITECT. CONC CONCRETE RD ROOF DRAIN A509 INTERIOR ELEVATIONS FS100 FOOD SERVICE EQUIPMENT PLAN CPT CARPET ROOD ROOF DRAIN OVERFLOW DRAIN A510 INTERIOR ELEVATIONS FS200 FOOD SERVICE ELEVJ FABRICATION DETAILS 3. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING, MECHANICAL, CTG CLEAR TEMPERED GLAZING REQ'D REQUIRED A511 INTERIOR ELEVATIONS ELECTRICAL, PLUMBING, AND FIRE CODES. CR CARD READER, CURTAIN ROD REV REVISE, REVISION A512 INTERIOR ELEVATIONS DEMO DEMOLITION, DEMOLISH RF RESILIENT FLOORING A513 INTERIOR ELEVATIONS 4. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, EF EXHAUST FAN RVL REVEAL ARCHITECTURE, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIANTI ES EH ELECTRIC HEATER S4S SURFACED FOUR SIDES A514 INTERIOR ELEVATIONS OR CERTIFICATIONS. ELEC ELECTRICAL SAN SANITARY(SEWER) A515 INTERIOR ELEVATIONS FC FAN COIL SHD SHADE A611 WINDOW DETAILS 5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF FDC FIRE DEPARTMENT CONNECTION SIM SIMILAR A621 EXTERIOR DETAILS CONSTRUCTION. FEC FIRE EXTINGUISHER CABINET SN SIGN A622 EXTERIOR DETAILS-ROOF 6. CONTRACTOR SHALL VERIFY THAT ALL MECHANICAL, ELECTRICAL, AND FO FACE OF SSTL STAINLESS STEEL FRP FIBER REINFORCED PLASTIC ST STONE A624 EXTERIOR DETAILS-CANOPY PLUMBING WORK IS COORDINATED AND DESIGNED TO FUNCTION WITH FS FLOOR SINK STC SOUND TRANSMISSION COEFFICIENT A625 EXTERIOR DETAILS-CANOPY AT GYMNASIUM THE EXISTING BUILDING'S SYSTEMS. GA GAUGE STL STEEL A626 EXTERIOR DETAILS-SITE SIGNAGE 7. CONTRACTOR SHALL PROTECT EXISTING OCCUPANTS AND PROPERTY GSF GROSS SQUARE FEET/FOOTAGE STRUCT STRUCTURAL A627 EXTERIOR DETAILS FROM DAMAGE DURING PERFORMANCE OF WORK. GWB GYPSUM WALL BOARD T TELEPHONE A701 DOOR AND WINDOW SYSTEM/RELITE SCHEDULE GENERAL NOTES AND GYP GYPSUM BOARD TO TOP OF A702 DOOR AND WINDOW SYSTEM/RELITE TYPES 8. CONTRACTOR TO SUBMIT ALL FINISHES AND MATERIALS TO ARCHITECT HM HOLLOW METAL TBD TO BE DETERMINED HORIZ HORIZONTAL TEL TELEPHONE A703 DOOR AND WINDOW SYSTEM/RELITE DETAILS AND OWNER FOR REVIEW PRIOR TO ORDERING. SHEET INDEX HP HEAT PUMP TYP TYPICAL A711 INTERIOR DETAILS-RECEPTION DESK g. CONTRACTOR SHALL PROVIDE SHORING, BRACING, SUPPORT AND KDF KNOCKDOWN FRAME UL UNDERWRITERS LABORATORIES A721 INTERIOR DETAILS-TREEHOUSE PROTECTION AS REQUIRED. KE KITCHEN EQUIPMENT UNO UNLESS NOTED OTHERWISE A722 INTERIOR DETAILS-TREEHOUSE Scale As indicated LV LOW VOLTAGE VERT VERTICAL A731 INTERIOR DETAILS-STUDENT NOOKS AND RAMP 10. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR LOCATING, MAX MAXIMUM VFD VARIABLE FREQUENCY DRIVE W/ MECH MECHANICAL W/ WITH A732 INTERIOR DETAILS-STUDENT NOOKS AND STORY STEPS IDENTIFYING, OR SPECIFYING MEANS OF REMOVAL FOR ANY Date 09/11/2020 MIN MINIMUM WC WATER CLOSET, WINDOW COVERING A733 INTERIOR DETAILS-STUDENT NOOKS AND STORY STEPS HAZARDOUS MATERIALS. SEE OWNER PROVIDED HAZARDOUS O 0 MISC MISCELLANEOUS WB WOOD BASE A734 INTERIOR DETAILS-WHEELCHAIR LIFT AERIAL SURVEY FOR ADDITIONAL INFO. MFR MANUFACTURER(S) WD WOOD A741 INTERIOR DETAILS-CASEWORK Sheet No. MTL METAL WG WATER GAUGE MR MIRROR WH WATER HEATER WM WALK-OFF MAT o//d 9 P P/ri 9 9, d e c a architecture . inc 9 P P /r/ rrr r 935 SE Alder Street : Portland Oregon 97214 t@15032391987 faz5032396558 deca•inc.com rrrr / /,/ /r,/ , /°i,oi w » .°, ,/rr,/rdrr Pr/0/ 2919 DAVID T. YMAN C71 /rrr ,r it/d d /r,rjr,rr , „rr , r, r/ r / ///,/ f�j�PORTLAND, GON O r„oro rr / /r/r r , r,rr r / /r /r, rr/ ✓� rte. /r 9 9 9/P/ r/rr/ rrr9 r,r// OF d 6 6C 6 TIGARD-TUALATIN SCHOOL r /„ rr ,r ,,, , ,,,, „ rr DISTRICT ,,,, , , ,, ,, , ,,,,,, , , ,,, TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR 97224 PRE-K I DISTRICT BUILDING / ACCESS ROAD FOR DEMO & LANDSCAPE FOR PLAY AREA q - 20' WIDE ACCESS (SEE ATTACHED CUTSHEET) 1 1/4 MINUS 18” DEEP ON 10 ; -6 FABRIC C TOTAL ROAD WIDTH TO BE 30' - 5'-0" SET BACK FOR TEMP FECE EACH SIDE OF ROAD - FENCE BY OTHERS -7 _ ° INCLUDES PLACEMENT & REMOVAL OF ® ACCESS ROAD 0 Jlip I M i TEMPLETON ELEMENTARY SCHOOL RED ARROWS INDICATEI Issue Revision Date TRUCK TRAFFIC — � 100% CONSTRUCTION DOCUMENTS F I I L I i 20,-011 CONSTRUCTION SITE PLAN i = _� Scale As indicated FABRIC CRUSHED ROCK Date 09/11/2020 L ACCESS ROAD SECTION DETAIL � O O — — Sheet No. i O AR NOTES: LEGEND: NO PARK GATE • i. . BUILDING OUTLINE WITH DOOR _ [SD] IS [SDI [SDI SD ISD] [5D] \ i 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) GENERATOR HB RD -.\ / - - - . . CONCRETE SURFACE \ ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO.1 ere A, • 71, / . . ` . . T USING THE OREGON REAL-TIME GPS NETWORK(ORGN). ASPHALT SURFACE WALL hitecture . in •. 'd - - — TRAN //- 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRS), — — — — — — — — — — BUILDING OVERHANG 35 SE Alder Street : Portland Oregon 97214 ', ❑ / // / PORTLAND ZONE.THE RESULTANT BEARING OF THE CENTERUNE OF SW 97TH AVENUE IS CURB LINE F.,1 103 939 1987 fa, S01 2R9 ASSR deca-4ne-coi JB 1B • — v_ e_ — — / -.j.- J/ /- / - NORTH 00'34'45"EAST. _ RD \ r �/ /, EDGE OF ASPHALT \ )RD CONTROL 1. . / / 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. RIGHT-OF-WAY LINE • +' POINT#2 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 LOT LINE (TEMPLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO.7019-2858150 PROPERTY LINE • . • . '� . / / SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 HEDGE LINE IN l / • % •:, \\ I •I I ./ (TWALITY MIDDLE SCHOOL) 7 TELECOMMUNICATIONS LINE F \ . / 2 • .d'.�. . .�; .. < SD STORM LINE 1Tff • d- ,'•'" • ' ! \ 4 - - I - - I• -/ 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS d (SD] STORM LINE(PER RECORD DOCS.) MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES • • + 1 : \ / / ARE NOTAVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO SS SANITARY SEWER LINE 111 SW Fifth Ave., Suite 2600 Portland,OR 97204 CONSTRUCTION. W WATER LINE O: 503.542.3860 • ' e - \ - -/ F: 503.274.4681 - � -- [W] WATER LINE(PER RECORD DOCS.) - ! \• / j www.koff.com ��JJCCVV ',.Q ,:• • 4 . G GAS LINE CkNCH d • .� ` �`� ' [G] GAS LINE(PER RECORD DOCS.) a '• �; \ OHU OVERHEAD UTILITY LINES TIGARD-TUALATIN SCHOOL t o . . .. .. HB d d. CHAIN LINE FENCE DISTRICT RD .• • '' PROJECT CONTROL: WOOD FENCE PRE-K / DISTRICT BUILDING WROUGHT IRON FENCE TEMPLETON PRE-K AND CONFERENCE CENTER d ., :• d. STATION DESCRIPTION NORTHING EASTING ELEVATION [ j UNDERGROUND LINE PER AS-BUILTS ,•;, •% .! ! .d. �, 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25' _� SIGN EXISTING9500 SW Murdock St. NORTH PORCH +� A d 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' —o—o— DOUBLE POST SIGN OLLARD Tigard, OR :. . . 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' O FP FLA POLE 97224 ' d •• 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' D/W DRIVEWAY ENTRY 5 MAG NAIL W/WASHER"KPFF CONTROL" 132968.06 321577.38 285.84' HCR HANDICAP RAMP ED PROP aD BIKE RACK BR •d �' . '•a a d ' _ 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' ORD ROOF DRAIN V\S� G I N F R� 9l •'. . � � 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' 01B ELECTRICAL JUNCTION 80X 4' 79701 PE 9 RD • d' d .• a •./ 8 1-1/8" BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' E 0 ELECTRICAL METER • , ., DIGITALLY SIGNED `ST �. �11 : OEC ELECTRICAL CABINET w d� s, 0 ° .• 9 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55' P 51 4. _ EVLT ELECTRICAL VAULT\ b• 'o� � • 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' TRAN TRANSFORMER ' . .' 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' 3 GUY ANCHOR v� ,P EXPIRATION DATE: 12/31/21 LUMINAIRE f.Y POWER POLE . d• 2V�o•: �a ° c OVERHEAD LIGHT f„b OEL POWER POLE/OVERHEAD LIGHT G 0 GAS METER GV GAS VALVE HR ' Q SANITARY MANHOLE 4' d. �• / OD STORM MANHOLE 1 ® CATCH BASIN/AREA DRAIN ,. -• 3 9� d • ® CATCH BASIN(WATER QUALITY) O AREA DRAIN 0 O SANITARY/STORM CLEAN OUT ,A ARb. O O SANITARY/STORM STRUCTURE# F %0 TELVLT TELECOMMUNICATIONS VAULT r Q> / TRO TELECOMMUNICATIONS RISER DJ4 WATER VALVE W WW - a1 FIRE HYDRANT ❑EC OICV a. Wn�0 WATER METER O'O FIRE DEPARTMENT CONNECT CO � a Q WATER MANHOLE B Q, WVLT WATER VAULT 0O DRINKING FOUNTAIN w / OHB ° HOSE BIB � OICV IRRIGATION CONTROL VALVE <... LIV UNKNOWN UTILITY VALVE ` ° I / { • ) DECIDUOUSTREE -PERIMETER REPRESENTS DRIPLINE 1 � CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE •'•..; SHRUB • MONUMENT A#1 PROJECT CONTROL POINT d w I � \3 p wF w�TFR / 4 w Issue Revision Date w 100% CONSTRUCTION DOCUMENTS il <: t • , d •n a MEN f, d , •d EXISTING CONDITIONS Scale SEE PLAN CONTROL POINT#9 SCALE 1 INCH = 20 FEET Date 0911112020 Zw 20 0 20 40 Sheet No. C1 mo o rca NO PARK - 71SDI IS [SDI ISDI SD ISD] [SDIrNGENERhTQR HBRD // . SD STRUCTURE TABLE SHEET NOTES u2 CONNECT TO EXISTING 15"SD PIPE;. -T 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE c t u r e 1 II STRUCTURE ID NORTHING EASTING IE 8" tN=249.61 r DONE PER DETAIL 1/C4.0 TRAN FIELD VERIFY POINT AD-01 132200.88 322172.32 35 SE Alder Street : Portland Oregon 97214 �. .• .. SAWCUT EXISTING ASPHALT PAVING / 9 ❑ _ AS NEEDED TO INSTALL PIPE. OF CONNECTION / 2. NORTHING AND EASTINGSR OF ST SHOWN ON STRUCTURES ARE 18 IB ' E _ _ _ °_ _ _ _ d I l SHOWN AT CENTER OF STRUCTURE. p \ REPLACE WITH 3"THICK 1/2" DENSE f.: /, _ _ f/ /• AD-02 132138.52 322143.92 RD / °� GRADED, LEVEL 2 HMAC OVER 8" / COMPACTED BASE COURSE OVER % /• • / AD-03 132119.44 322123.06 • SEPARATION FABRIC /. / ? a . AD-04 132241.35 322132.98 UTILITY LABEL LEGEND / \ CO-01 132197.39 322196.50 ( STRUCTURE LABEL lcpff I / ' CO-02 132169.59 322142.31 UTILITY TYPE (SD=STORM DRAINAGE) ° •° / CO-05 132227.79 322136.21 [ STRUCTURE TYPE CALLOUT • .• ;' •: . t�� \ \ \ / / 111 SW Fifth Ave.,Suite Portland,OR 972042600 • ♦ r CO-06 132134.12 322164.61 ID NUMBER (WHERE APPLICABLE) O: 503.542.3860 ,� •� .a• •. d .• 2C tVh \ - \ - •[ - F: 503.274.4681 \ CO-07 132138.96 322135.80 ' � / www.koff.com •.• .. _ ._ �. _. ^O y \ \ XX XX-XX lcv ° .• CO-08 132123.74 322127.58 RIM= o �� IE IN =XX.X --STRUCTURE INFO(WHERE APPLICABLE) CO-09 132154.82 322115.12 IE OUT =XXX TIGARD-TUALATIN SCHOOL o� HB a °. CO-10 132205.22 322111.50 DISTRICT PRE - K / DISTRICT BUILDING R° CD-„ 132215.03 322096.77 PIPE LABEL TEMPLETON PRE-K AND CONFERENCE CENTER °• w. •a' •:` CO-12 132287.84 322242.11 •} UTILITY LENGTH : CO-13 132153.74 322079.35 UTILITY SIZE 9500 SW Murdock St. �. • .¢ Tigard, OR CO-14 132205.09 322076.36 UTILITY TYPE 97224 CO-15 132141.34 322147.35 XXLF-XX"XX W STUB-01 SD CO-12 CONN TO EXISTING-1 132378.12 322287.62 S=X.XX% IE=251.88 D PROF OCO 01 SEE PLUMBING SHEET \��� FSS •° P154 FOR CONTINUATION �' a .• . CONN TO EXISTING-2 132180.10 322016.56 SLOPE (WHERE APPLICABLE) cv "C'* [ N FF /194y • 7 701P 9 l SD 04 RIM=2STRUCTURE TYPE - IM60.75 •°•" • • • :e • DIGITOREGON SIGNED :°' IE 6"OUT=257.75 (S) ^ CALLOUT DESCRIPTION DETAIL REF. • W STRUCTURE TABLE S=3.95% SD : ' d :.., ,.d ^y0 AD AREA DRAIN 2/C4.0 G� p0 \ STRUCTURE ID NORTHING FASTING CO CLEANOUT TO GRADE 3/C4.0 SD CO-05 ' �� h\° ROOF DRAIN CONNECTION, SEE EXPIRATION DATE: 12/31/21 126 LF-3/4"W IE=257.20 �� 'A °. '4 > ti RD ARCHITECTURAL DRAWINGS ^ ` / e� ^o y�' SNB-01 132247.68 322129.68 HB HORIZONTAL BEND CONNECT TO EXISTING 8" FP PIPE a 7 STUB-02 132127.61 322104.98 FP HB-03 y� ° FIELD VERIFY POINT SD CO-11 . OF CONNECTION IE=259.90: :4. • FP STRUCTURE TABLE \ / `SD CO-10 / A. / / IE=259.90 RD -12 LF 4"Sp S� \ \ STRUCTURE ID NORTHING FASTING D SD CO-14 yon / I S�34.7n0% \ HB-01 132176.04 322035.34 .I SD STUB-1 IE=262.63 / RD IE 6"=262.25 � 43LF-4" PERF� � i I HB-02 132176.04 322009.96 1 LF -6"SD ` 3 I I o 0 / I SD CO-02 ° HB-03 132185.16 321998.55 F I S=141.95% o 91 LF-4" PERF I IE=259.58 ® / SD CO-01 co 1 IE=254.16 i 3LF-6"SDD o / / 8LF-6"SD 40 LF -8"FP F S=99.47% / S=25.81% W W �O 50 LF-4" PERF I � � FP HB-02 OEC o Icv %11 SD CO-09 / g� SD AD-01 I IE=257.10 (o °\° RIM=260.20 CONNECT TO EXISTING co t `♦ I 2 LF-6"SD /^ ry IE 6"OUT=257.20(NE) SD PIPE \ t S=29.60% 56 LF-4" PERF ♦ u /s � IE 6" IN=260.51 ` � / 3S<F SD CO-15' FIELD VERIFY POINT I ° Sc 6^SO IE=256.22 OF CONNECTION g SD CO-13 S°0 ' v/ I CONNECT TO EXISTING 8" FP PIPE I E=262.63 7S 37.57° 9�F'6^ S FIELD VERIFY POINT 27 LF-6FP HB-01 "SD .31- S0° O OF CONNECTION S=??? J SD CO-O6 17 LF-6"SD IE=255.76 S=5.45% SD AD-02 W STUB-02 RIM=259.80 g SEE LANDSCAPE DRAWINGS 41 IE 6" OUT=256.80(SE) FOR CONNECTION SD CO-07 SET RIM TO BOTTOM SD AD-03 OF WOOD LAYER WITH DOMED LID IE=258.96 RIM=259.75 \3„p IE 6" OUT=256.75 (E) 21 LF-4"PERF wF wqT 37 LF-6"SD / SD CO-08 FR S=1.40% SET RIM TO BOTTOM Issue Revision Date OF WOOD LAYER IE IE=258.96 100% CONSTRUCTION DOCUMENTS w UTILITY PLAN Scale SEE PLAN SCALE 1 INCH = 20 FEET Date 09/11/2020 - 20 0 20 40 Sheet No. CIO NO PARK \1 1 1 I \\ [SD] \ \\ I 1 / FIRE LANE 1 \ SDI -�c 1 / GENERATOR I 1 HB \\ �. \ • / / 1 / SHEET NOTES • 11 \ e m�.� a: • \I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC) TRANF —twl �— \ ` \ ..4 . 1%% ; . y / / / { / PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT era A A – �/ p { J— — — \ \ �� / // / / ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF D \ / / hitecture . in \ \ a.. . c• �,, ' / / // / / � ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, RD \ y b / \ ' / 1 // l / UTILITIES, ETC.). 35 SE Alder Street : Portland Oregon 97214 I // 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT,AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS / ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL 111 SW PFifthortland, Ave., Suite202600 BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE Portland,OR 97204 CONTRACTOR FOR THE DURATION OF CONSTRUCTION. o: 503.542.3860 F: 503.274.46 1 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE HB ' '/ / // // / CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND / '// // / / / THAT SEDIMENT DING I AIES,AND IN SUCH A MANNER AS TO ENSURE ND SEDIMENT LADEN WATER DO NOT ENTER TIGARD-TUALATIN SCHOOL PRE-K / DISTRICT BUILDING 1D ' / / // / /I THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. DISTRICT 11 / 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM TEMPLETON PRE-K AND CONFERENCE CENTER REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE I I UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND 9500 SW Murdock St. �� TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO Tigard, OR oC0 // / // / // / // NOT LEAVE THE SITE. 97224 / 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE RD / / / ' / // THEIR CONTINUED FUNCTIONING. ^97PE'-'p 7. THE ES C FACILITIES ON INACTIVE SITES SHALL BE INSPECTEDAND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE24 HOURS FOLLOWING A STORM EVENT./ DIGITALLY SIGNED / / 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE !OREGON, / / // // ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. A9U��• fo to®O\p ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM EXPIRATION DATE: 12131121 SYSTEM. ' // // / // // 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED He AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY RD / / / / /� / / / / / j / / // BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT / / / / /' / / // / / / / / CLEAN FOR THE DURATION OF THE PROJECT. co o 0 RD /// O / / /' ,ice/ // /// // CD / / / / / / / , / , / // / / / SHEET LEGEND �—ao° PROPERTY LINE Q��(j��(� 49 — — — — — EX. CONTOUR MINOR O Kxj[XJy 0 1C � / /r � I / // ' // // // // // // // —— — —50 — — — — — EX. CONTOUR MAJOR �2SD' co 1 / 1 .. r _ / �\ // /� // // // // // / // // 49 PROP. CONTOUR MINOR '1 i i / .' ` • • \\ / / /'// // /// // /// // //l //l // // /// 50 PROP. CONTOUR MAJOR EXTENT OF WORK If STRAW WATTLES I\\/ 1 • / / �/ / // // // // // / � / /� ® INLET PROTECTION 4.0 110, SURFACE FLOW DIREC11ON wow /mom/ CONCRETE WASHOUT % Issue Revision Date \ / 100% CONSTRUCTION DOCUMENTS // NY // O If / EROSION 1 1q)ff CONTROL PLAN Scale SEE PLAN / // / / / / / / • / 1 SCALE 1 INCH = 20 FEET Date 0911112020 20 0 20 40 Sheet No. CIO RESURFACING MATCH A HARD SURFACE I LANDSCAPE AREA EXISTING PAVEMENT PAVED UNPAVED • a I SECTION AREAS AREAS m CAST IRON FRAME AND I MECHANICAL PLUG Z COVER TO FINISHED I WITH GASKET rec A GRADE V PAVED AREASEXISTING AC SAWCUT DETECTABLE�N RISER O.D. PAVEMENT LINE WARNING TAPE i t e c t u r e . i n M CAST IRON FRAME AC PVM'T OR CONC. PAVING + Y2" MIN. SET IN CONCRETE WOOD STAKE OR OTHER SU � 35 SE Alder StreetPortland Oregon 97214R ACIG / —� Q00 •eo e .° '•o e . a pee 'O�e e•p ,\ \ /� 12" 0_ a —III—I Fit: ," MAX. o \ii\ii\ii\ii\ii\ o :oo° /\\// /i\moi. ADJACENT ROLLS y 2" MIN. T— , =o'oo.o — I 1-_ 4 HOOP 0 J U } .�\\�\\�\\�\j%\�%\ °0 6° ° ° /\//\ \\\/� � M z Ir a SHALL TIGHTLY 0 6" MIN. ^o t. : # ? a a z Y \i\\\\\ ° = p • .°p •/ / / \\ \ F ABUT pip J� A/ ° I I—I CENTERED IN 3000 z w U a / // ^° °° •:o •°a• ° / / // / a o a- ��n��2 e °0 e I ° I I rPSI CONCRETE PAD. p '� � am %\j�\ e .ep> p .o^ \\�\\� %\� . o e° e e:o.o °:o =1 (DZ / // oo°eo.�p'•oe�ep., / / stn W u 0 0 � 1. 4" MIN. ° I PROVIDE y4" MIN. 1cp f / ° :p'•°e .°o'�° ° \ \ /� 'o I I e' CLEARANCE FOR w \ °° PLAN VIEW ^p CONCRETE PAD tL Q U //\ °' o:o a °°°o;o ° °°°°p•:°'^ °°. j\TRACER WIRE Q 111 SW Fifth Ave., supe 2600 0#0 •e o••°e ° 'e o'O o •�o•eo ° o .°o • Portland, OR 97204 AND RISER PIPE " F z Y 12" ;/\ ,°°'•° ' °p'°°> °°'•°o ° • /\/ Y 0: 503.542.3860 W U \�/\ o ° '�°'O0o.•o'•o'•°•O•v o' a.° /\\i, U W_ F: 503.274.4681 WOOD STAKE (1 SQ. MIN.) STRAW WATTLE (8"-10" DIA.) RISER PIPE m \//\ °° °; °'e °>evoe z Q �/\ •" °e •.o'•°o° '.0'°0 ':o'•° ° /\/ Z O www.koffcom op°. Txoo�-, - j}'r ` f ° e°''.e' II 0 e 0•"4`• �, �////\ p.,e.o%•?evppoo s�o°°;o.•°p•°s0e °a••° INBED WATTLE 3"t INTO EXISTING GROUND SURFACE a.. D/2 .°e°.p'°a'p°°senp0Q,°•°;ep•°p°•p°.o°O,°. �e•°e ppe°o.p d ,?. TIGARD-T UALATIN SCHOOL TO PROVIDE CUTOFF • a .pTRENCH BACKFILL z p ° DISTRICT \ eo ° °EXISTING SLOPE o .po° e ° �.ep m \ %°' ° TEMPLETON PRE-K AND CONFERENCE CENTER R/ SECTION 'A' WYE BRANCH / o°° 45' BEND /_ 111'x/ NOTES: ^/ o ° '°` /�I111—ITI I I—I I 9500 SW Murdock St. 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. CARRIER / �° ;•°0'' 6" D 6" Tigard, OR PIPE °0 WIMIN. MIN. 97224 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' / l ^° INSTALL PLUG NTH MIN - 25' MAX.) — — — — GASKET IF END of TYPICAL PIPE BEDDING AND BACKFILL J LINE � 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. I `J� 1 SCALE: NTS S���Ep PROFESS/ 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR "°o o° a o°o;o . " o °0 oe°o — J ` SERVICE CONNECTION �V� exp 1 N f F �1y ' e °o°•° °° a °'°° IF REQUIRED � � 79701 PE 9 l RYE STRAW NOT PERMITTED. STRAW WATTLE ON SLOPE ° e° e °° "° ° °° ^° ° �L-S— BEDDING MATERIAL DIGITALLY SIGNED 5 iF SCALE: NTS NOTES: °1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH rExPRATIONDATE 12131/21 CARRIER PIPE. CONCRETE WASHOUT PAN, 3. FOR CARRIER PIPE SIZE 8"0 AND LARGER, RISER PIPE SHALL BE 6"0. 7'x7' MIN. CONTRACTOR TO LOCATE AROUND SITE TO 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. 12" LIGHT DUTY DOMED GRATE ALIGN WITH CONCRETE WORK 3 FINISHED Y ADS, OR STANDARD CLEANOUT (COTG) GRADE RIM ELEV. APPROVED EQUAL SCALE: NTS PER PLAN 2 EACH FOAM DUMP STRAP U - EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) DOMED GRATE OPTION NOTES: (WHERE SHOWN ON PLAN) 1. INSTALL A MOBILE CONCRETE WASH OUT, ECO PAN OR APPROVED EQUAL. LOCATE THE WASH OUT IN A PLACE THAT WILL BE ACCESSIBLE TO CONCRETE TRUCKS, 2. PROVIDE 7' X 7' MINIMUM WASHOUT PAN. INCREASES SIZE OR PROVIDE ADDITIONAL BAG DETAIL WASHOUTS AS REQUIRED TO ACCOMMODATE PROJECT CONDITIONS. 3. FOR WASHOUTS LOCATED IN AREAS DESIGNATED TO RECEIVE HARDSCAPE, SOLIDS MAY BE BURIED IN PLACE. FOR OTHER APPLICATIONS, REMOVE AND DISPOSE OF SOLIDS. LANDSCAPE AREA HARD SURFACE I DUMP STRAP 6 CONCRETE WASHOUT SCALE: NTS FINISHED RIM ELEV. 12" LIGHT DUTY 1" REBAR FOR BAG GRADE PER PLAN GRATE BY ADS, ORDAN APPRIOVED REMOVAL FROM INLET EQUAL OPTIONAL OIL s Z ABSOPRIBENT REGULAR FLOW \\�\\z\\�\\ LLOW SILTSACK® DUMP STRAP Issue Revision Date 100% CONSTRUCTION DOCUMENTS o NOTE 1 . A PIPE SIZE PER PLAN CF ' ,e 4A IE IE (OUT)=—� • : ' ". s PER PLAN �j\\ \ \ \��\\��\X� COMPACT SUBGRADE NOTE: DETAILS 1. DO NOT USE HIGH 1. 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL FLOW INSERT BAGS. Scale SEE PLAN INLET SEDIMENT PROTECTION �,� TRAPPED AREA DRAIN Date 09/11/2020 4 SCALE: NTS L SCALE: NTS C4mO Sheet No. SHEET NOTES a / 15" °6" $ \•. 1. SIGN LOCATIONS SHALL BE PER DETAIL 1/C5.1. / OF 2. CONTRACTOR TO STAKE OUT SIGN LOCATIONS FOR DISTRICT e C a \ C / APPROVAL PRIOR TO INSTALLATION. T e. in t e C t u T e . 1 n by o�J 2 015" 9 \\ / 3. PROVIDE 3' MINIMUM CLEARANCE BETWEEN ALL SIGNS AND j.35 SE Alder Street : Portland Oregon 97274 v —[wl Wl Iwl Iw1 [ l EVLT `^w 2.. It EXISTING UTILITIES. OHU NO ARK OHU � Rn - OHU OHU 4 °q" ° ° - e a. a X. i P i • a• ' e a q 5 i 8��55 8r'S JSY .8y 81.55 8"55 8'SS O 8"SS 8"SS• 8 S O � S"SS 8"SS 8"SS sb / y5 •a / [SD] [SD] [SD] NO PARK IS HS [SD] [SD SD [SD] [SL KEYNOTES GENERkTOk . RD 1. INSTALL"ELEMENTARY AND PRE-K PARKING 111 SW Fifth Ave.,suite 2600 ' AND DROP-OFF" SIGN (SIGN POSTS SET BACK 5 Portland,OR 97204 y I' `0 FROM CURB MINIMUM 18") / . I or 503.542.3860 m / TRAN F: 503.274.4681 3 www.kpff.com [w] GWI — —[W?B—B __Iw]� �' i. ` ❑ 2. INSTALL"TRAINING CENTER AND DISTRICT 5 0 GO 0 3B IB EL — = e _ _ _ — — RESOURCES" SIGN / D � :)RD 3. INSTALL DIRECTIONAL ARROWS s TIGARD-TUALATIN SCHOOL / �G, 4. INSTALL DIRECTIONAL BUS AND CAR SIGN.� DISTRICT 5. / I TEMPLETON PRE-K AND CONFERENCE CENTER I 3 / `� I 9500 SW Murdock St. Tigard, OR 97224 Iwl � [w] / T I oICV %EDPROP Fss/ `G� v 1 79701 PE Cb / I 'F HS DIGITALLY SIGNED " PRE-K / DISTRICT BUILDING R OREGON • a `v\ ._.'. a.. B ��[• 10 2601 4 Al Cb _&EKICH • -/ t, ' 'tl . A • I G. EXPIRATION DATE: 12/31121 a G d a •..a '4O'. y0 17"r� a / i _ ...Rr P d NO / a -- PAR G / I I d •° / I RD a. in a In Iwl HB j ry 4 ai. . IW] \ 1 [WI 4NO c T PARK \ �� •t , 024" A Fig O A / V Qa° 1 [w� [w] Iwl JYv1 [W� ,t I .a / 364 A. a• I •i n• 4 • 30" FP FP FFA �FP F FP F �� <' RD ( C 7 I O i SI. O I o a ❑EC ICV a ' I O ❑ pll ICV ICV OOICv CD 2.. i I / a a.• I h1 . a \ g .a .a .4. �- a \ a Issue Revision Date 2 100% CONSTRUCTION DOCUMENTS t. i a .. o � a• i 7" N a SIGNAGE AND 7 STRIPING PLAN 1q:yff a 4 A�; TEMPLETON ELEMENTA Y SCHOOL Scale SEE PLAN SCALE 1 INCH = 20 FEET Date 09/11/2020 20 0 20 40 Sheet No. C500 a2 eca 2"0 STD GALV PIPE al POST rchi987 tectu9 Are . in 35 SE Alder Street : Portland Oregon 97214 + GALV U-BOLT WITH NUTS FACE (2 PER SIGN) SIGN SECTION lqjff 111 SW Fifth Ave., Suite 2600 Portland, 97204 r O: 503.54242.3860 F: 503.274.4681 www.kpff.com TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K AND CONFERENCE CENTER NOTE t 7' 9500 SW Murdock St. 30" Tigard, OR NOTE 1-el"e97224 30" 1 SIDEWALK��1 TRAINING — — ���EDPRt7FFss 1I e V�5 GINE /� =I 1 I 1 -1 — 1 �� �`79707PE�9 y9l CENTER AND 1 NOTE 2 — _ DYSic�o - DISTRICT - "°� 2 � � — � �—' _ � 9 OREGON � � o I I —I i�- 6" ���- I I 6" ,�UIGMARK D�� RESOURCES TYPE A- LANDSCAPE TYPE B- SIDEWALK CARS B U exPiwluae onre 12131121 NOTES: 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED ONLYONLY TOP (ASTM A120-65). WHITE LETTERING 2. 8" DIA. CONCRETE FILLED POST HOLE. ON GREEN BACKGROUND 3. CONTRACTOR TO STAKE OUT SIGN LOCATIONS FOR DISTRICT APPROVAL PRIOR TO INSTALLATION. DIRECTIONAL BUS AND CAR SIGN TRAINING CENTER AND DISTRICT SIGN SIGN POST J SCALE: NTS SCALE: NTS 1 SCALE: NTS 30" N I N 3'-4'R ELEMENTARY _ CO & PRE-K N Nj2-3"R PARKING & I DROP OFF -0" N 2'-2" WHITE LETTERING ON GREEN BACKGROUND N ONLYIssue Revision Date } TUDENTDROPOFFI cm 100% CONSTRUCTION DOCUMENTS DIRECTIONAL LEFT TURN ARROW DROP OFF SIGN SCALE: NTS L SCALE: NTS SIGNAGE AND STRIPING DETAILS Scale SEE PLAN Date 09/11/2020 Sheet No. C5m 1 MATERIALS LEGEND ARTIFICIAL TURF EDGE CONDITIONS CONDITIONS DETAILISHEET d e c a CONCRETE PAVING (111-6.1) ENGINEERED WOOD FIBER (411-6.0) architecture . i n c 01 ADJACENT TO CONCRETE PAVING 311-6.1 935 SE Alder Street : Portland Oregon 97214 O tel 503 239 1987 fax 503 239 6558 deca-inc.com TEXTURED CONCRETE (1/1-6.1) +++++++++41 P.I.P. RUBBER SURFACING (5,6,711-6.0) 20 AT BOTTOM OF MOUND 2IL16.0 Q3 ADJACENT TO PLANTING AREAS 111-6.0 DRY CREEK BED (7/1-6.5) ® AT TOP OF MOUND 211-6.2 GRE101 ' DOWELED EXPANSION JOINT D TURF MOUND ADJACENT TO CONCRETE PAVING 1IL6.2 GreenWorks, P.C. W W W ARTIFICIAL TURF (1,2,3,1011-6.0) - - - -- Landscape Architecture ROOT BARRIER © AT EXISTING WALL 311-6.2 Environmental Design NIC NOT IN CONTRACT P.I.P. RUBBERIZED SURFACING EDGE CONDITIONS 24 NW 2nd venue, 20s 100 Portland, Oregon 97209 OFOI OWNER FURNISHED OWNER INSTALLED Ph:503.222.5612/F:503.222.2283 PA PLANTING AREA PROPOSED TREE CONDITIONS DETAIL/SHEET Email: infordgreenworkspacom OFCI OWNER FURNISHED CONTRACTOR INSTALLED01 ADJACENT TO PANTING AREA 7A/L6.0 TIGARD-TUALATIN SCHOOL CURB WALL DISTRICT 02 ADJACENT TO CONCRETE PAVING 7611-6.0 TEMPLETON PRE-K,CONFERENCE CENTER,AND SITE DETAIL KEY NOTES 03 ADJACENT TO VERTICAL ELEMENT 6116.0 DISTRICT SERVICES PLAY ELEMENTS DETAIL/SHEET ® ADJACENT TO TURF MOUND 7C/L6.0 T gaOrd,S ORMurdoak St. 1 .0 1.1 PIRATE ROCK* 611-6.4 97224 1.2 WOOD BLOCK STEPPER* 511-6.2 SITE KEYNOTES 1.3 MODERN SAUCER SWING - OFCI 411-6.2 ❑ EXISTING WALL TO REMAIN PROTECTED IN PLACE 1 STE 1.4 EMBANKMENT SLIDE 111-6.3 tiG R� 1.5 BOULDER SCRAMBLE 111-6.4 2 EXISTING CONCRETE PAVING TO REMAIN PROTECTED IN PLACE 4 ' 383 ❑ 1.6 WILLOW DOME* 311-6.5 ❑3 THICKENED CONCRETE EDGE ' 1.7 NOT USED --- OREGON w 1.8 TYKE TRACK PLAYGROUND SYSTEM - OFCI 111-6.6 ® PATCH EXISTING CONCRETE ADJACENT TO CURB ANDNCURB WALL TO MATCH EXISTING s ti� 1.9 MUSICAL INSTRUMENT* 211-6.4 ��pE AR� 1.10 LOOSE PARTS STRUCTURE* 111-6.5 1.11 WATER PUMP 3,411-6.4 1.12 CONCRETE WATER CHANNEL 5/1-6.4 1.13 NOT USED --- 1.14 BASALT COLUMN SEAT 511-6.7 GENERAL NOTES 2 SURFACING DETAIL/SHEET 2.1 ARTIFICIAL TURF EMBANKMENT 216.0, 1,2,3/L6.2 1. SURVEY INFORMATION: 2.2 C.I.P. CONCRETE CURB 211-6.1 HORIZONTAL DATUM: BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), PORTLAND ZONE, THE 2.3 ENGINEERED WOOD FIBER 411-6.0 RESULTANT BEARING OF THE CENTERLINE OF 97TH AVENUE IS NORTH 00034'45" EAST. 2.4 TEXTURED CONCRETE SEE SPECS VERTICAL DATUM: NAVD 88 (GEOID 12A) 2.5 3" WIDE DASHED YELLOW CENTERLINE SEE SPECS 2.5A 3" WIDE SOLID WHITE LINE SEE SPECS 2. ALL WORK PERFORMED IN CONNECTION WITH THE CONTRACT DOCUMENTS, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, AND MEANS AND 2.6 PLAYGROUND SAFETY SURFACING - P.I.P. RUBBER 536,71L6.0 METHODS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS, PRACTICES AND REQUIREMENTS OF THE APPLICABLE FEDERAL, STATE AND 2.7 CONCRETE PAVING 411-6.1 LOCAL AUTHORITIES. 2.8 ARTIFICIAL TURF 1,3116.0, 311-6.1 2.9 CURB WALL 8/1-6.1 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH ALL CONSTRUCTION ACTIVITIES. THE LOCATIONS AND IDENTIFICATION OF UTILITIES WITHIN 3.0 SITE FURNISHINGS DETAIL/SHEET OR SPEC THIS DOCUMENT IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE ACCURATE. ANY DISCREPANCIES BETWEEN SURVEY INFORMATION AND PLAN KEY: 3.1 FOOTBRIDGE 214116.5 FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 3.2 LOG BENCH 1/1-6.7 3.3 HAND WASH SINK SEE ARCH 4. IT SHALL BE UNDERSTOOD THAT THE IMPROVEMENTS SHOWN IN THE DRAWINGS AND SPECIFICATIONS IS MEANT TO COMPLY WITH ALL APPLICABLE 3.4 PERIMETER FENCE SEE ARCH CODES AND ORDINANCES. DESIGN CHANGES, CONFLICTS, OR ISSUES THAT ARISE THAT WOULD CONTRADICT RELEVANT CODES AND ORDINANCES SHALL 3.5 BENCH* -- BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 4 0 PLANTING AND LANDSCAPE DETAIL/SHEET 5. CONTRACTOR TO COMPLY WITH OREGON LAW REQUIRING ADHERENCE TO THE RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THE 4.1 EDGE BOULDERS: PAVING-PLANTING 411-6.6 CONTRACTOR MUST NOTIFY THE OREGON UTILITY NOTIFICATION CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE 4.2 VERTICAL LOG EDGER 31L6.6 COMMENCING AN EXCAVATION. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090 AND ORS 757.541 TO 757.57. PHONE 4.4 EMBEDDED BOULDER: 18 -24" DIA 21L6.7 CONTACT FOR THE OREGON UTILITY NOTIFICATION CENTER IS 503.232-1987. 4.5 STEPPING STONE 311-6.7 4.6 DRY CREEK BED 411-6.7 6. CONTRACTOR TO REPAIR AT OWN EXPENSE FOR ANY DAMAGE DONE TO UTILITY SYSTEMS SURFACE PAVEMENTS SITE FEATURES AND STRUCTURES 4.7 METAL TROUGH PLANTER* 511-6.5 WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS, THAT ARE NOT DIRECTLY INDICATED TO BE REMOVED OR RELOCATED AS PART OF THE PROJECT 4.8 HORIZONTAL LOG EDGER 2/1-6.6 Issue Revision Date CONSTRUCTION. ED DETAIL/SHEET 100% CONSTRUCTION DOCUMENTS 5.0 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES SHOWN IN THE DRAWINGS OR SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE FOR 5.1 CATCH BASIN SEE CIVIL 5.2 AREA DRAIN SEE CIVIL CONVENIENCE ONLY. OWNER'S REPRESENTATIVE TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. * ITEM NOT IN CONTRACT. OWNER FURNISHED, OWNER INSTALLED. 8. UPON PROJECT COMPLETION, THE PROJECT AREA AND ADJACENT SPACES SHALL BE FREE AND CLEAR OF ALL CONSTRUCTION MATERIALS, WASTE AND DEBRIS. CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL MATERIALS AS INDICATED IN THE PROJECT CONTRACT DOCUMENTS AND MUST MEET ALL APPLICABLE REGULATIONS OVERSEEING WASTE DISPOSAL. MATERIALS LEGEND AND NOTES Seale As indicated Date 9/11/2020 Sheet No. Ll . 0 RD 2 GENERAL NOTES d e c a \ architecture . ine / •♦♦ r 1. REFER TO SHEET L1.0 FOR MATERIALS LEGEND AND NOTES. ` 2,/7- • ��♦ 3.3 935 SE Alder Street : Portland Oregon 97214 \ \ ♦ e - � .r a � tel 503 239 1987 tsz 503 239 6558 deea-ine.eom 5.2 -2.1 ♦.wy ww ww w \° ° d 9 °- _ ° ° ° dd e°.-::a�a°/°e/'/ " °° . / ° ./ � ° ■ °- /♦ ♦ ♦ Rin GreenWorks,orks, P .0. Landscape Architecture Environmental Design 40 24 NW 2nd Avenue, Suite 10 0 OL ♦ Portland, Oregon 97209 - \/ . . **/ d� i°/cd\ ♦21 ♦..5 d2 \♦♦♦°4♦•O ww♦*www`♦,w 1/.www�♦,1♦wwwww1♦�♦°www d°ww�ww♦�wwww-adw.4"° wwww♦�wwww\ wwwwww�♦ww♦+�`+.wwwwwww/�\+♦'ww+I.`Ii+wwwwwww/1 }ww.dy,idwwwwww1♦+'/°ww�ww,♦wwwwwwwWw+�\+-1waw•*cde wwwwwwww a°♦wwwwwww °- wwwd°♦d°d�wwwwwwd---+\\♦ww°a\'°+edwwwwww a' d'°--°ww+°_d\°�°wwwwwe\-+6■nms_+w wA■\-°.awwww d d+ de/°.I\°d-.°/d a`e°■1°'d.�°//°°°d/a�.°<.a�-° °d+■°\/�°'+. ■\/�#.d.-'°+d"■ d�.d++■3°-.}°.■+.e�° ._-/°/°+�a d.}°'°■.++a°�-\L°°/++�/°-'�/d+.°■e..�'� •d.v\°e° ' °+.d ♦\°d <°° .°°°.+:♦d°+^ qa.•Q+\'°°•f _°• d/ : d'' -.+. ' 2 + am° _.-'d/a.d°/_°Q°•-:\"- .°♦'a\/'- •d- / :♦♦♦®;. .�LC Q3 Ph:�5 0�3 �1.2 � 2`21.5L�6+S12T/AEFQ•:5 .R03 .22� 2.22 83 ♦ Email: InfoOgreenworkspacom A ° 4 \ 44&b TIGARD-TUALATIN SCHOOL DISTRICT dTEMPLETON PRE-KCONFERENCE CENTER,A N. D DISTRICT SERVICES ° d w w \ d ° 9500 SW Murdock St. ° d \ w w / Tigard, OR \ ° � a / H w W dd97224 + + ++ + + 4 + + + + + + + + + 38 + + + + t + + + t + ++ + + + I+ + + + + + t + + t + + t 2 + + + + + + + + + + + + + 2.2 OREGONW + + ft t t t t t + + + + + + + + t + + .k + + + t t t t t + t + + + + + + + + + + + + ++ + +/ + + + + + + + + + + + + + + t + + t t t +28 + + � + + + + + + + + + + + + + + + + + 3.5 + /+ + + + + + + ++ + + + t + + + + t t +2.1 + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + ++++� ++++ + + ++++++++ + + + + + + + + . 44 d + + t 0t tRD + +\ + + + + + + + + + + + + + + + ° I + ++ + +\++++++ +++++++++ ++++++++ +++++ + + + + + + +1 .5 .F + + + + - + + + V+ + + - + +1 .4 + ++++++++++ /+ 2.6+ + � + + + +_+ + �+ + + + + f t + - + y +++++ � + �+ + + + + + + + + + + + + + 1F + + + + + + - + + + + + + + + + + + ++ + + 25 + + + + + + + + + + + + + P + + + 2.2 + + + ++ + + 4 . 1 .8 + + + + t . . qR ° PLAN KEY: 1 .5 + 4/ + + + + + + + + + + +/ + + I , +\+ + + + + + + + f + + + + 2.4 + + + + + + + + ,4.4 + + + + + + +� 1 .9 2.1 + + 00 4.2 TYP 5 PxF6 PA S 4.6 3.2 1 .14 d 2.4 Issue Revision Dat e� 1 .6 100% CONSTRUCTION DOCUMENTS 1 .10 ADDENDUM #3 2.4 X d 3.1 PA PA d TVP. 4 4.8 4.5 51 1 .12 4.6 4.4 3 4.4 3.4 MATERIALS PLAN M_ 2 SCALE: 1/8" = 1 -0" N Scale As indicated 10/Date i 09/2020 I 0' 4' 8' 16' Sheet No. L 1 ° 1 I / LAYOUT LEGEND / deca PC POINT OF CURVATURE PT POINT OF TANGENCY architecture . inc RD / / PRC POINT OF REVERSE CURVATURE 935 SE Alder Street : Portland Oregon 97214 CP CENTER POINT tel 503 239 1987 re: 503 239 6558 deca-inc.com TYP TYPICAL / \ / IMPLIED CURVE • GREEn ' qF a LAYOUT NOTES ♦ Q1. VERIFY ALL DIMENSIONS AND PROJECT OUT PRIOR TO ANY CONSTRUCTION OR 41111111♦♦ 9�o INSTALLATION OF MATERIALS. IF LAYOUT CONFLICTS ARISE, CONTACT THE OWNER'S GreenWorks, P.C. REPRESENTATIVE. Landscape Architecture 132241.7367 N / \ �P% Environmental Design PC 322102.8846 E / / 2. DIMENSIONS ARE TO FACE OF BUILDING, PAVING, WALLS, AND CURBS, ETC. UNLESS 24 NW 2nd Avenue, Suite 100 ♦ \ 633 \ , 132232.712 INDICATED OTHERWISE. Portland, Oregon 87208 Ph:503.222.5612/F:503.222,2283 132232.7126 N J ■ 3. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE OF PLANS. Email: Inf okDgreenworkspc.com PT 322105.5364 E Q + / ■ Q 132241.3615 N ■ ■ ■ •• TIGARD-TUALATIN SCHOOL � RIM ■ ■ � • 4. ALL CURVED WALLS AND WALKS SHALL HAVE SMOOTH, CONTINUOUS CURVES AS \ O �Q 32132.9729 E �Q- ••• 2 INDICATED. DISTRICT / / / • TEMPLETON PRE-K,CONFERENCE CENTER,AND ♦• 5. INSTALL INTERSECTING ELEMENTS AT 900 ANGLES TO EACH OTHER UNLESS INDICATED DISTRICT SERVICES / x / •• OTHERWISE. \ / / / ♦ 9500 SW Murdock St. 6. OWNER'S REPRESENTATIVE TO APPROVE FORMWORK FOR PATHS PRIOR TO Tigard, OR 132214.2117 N \\ / CONTRACTOR PLACING CONCRETE. 97224 \ � 322095.1656E ��� / ,( 9 �j� �?' L / o LAYOUT KEYNOTES S TP H ♦ / / 46. / / ♦ O ALIGN CURB WITH CORNER OF BLDG 4ti • 383 ♦1 /�A"40 00,i�' 71 Q. Sp / / 02 COORDINATE EXTENT OF CURB WITH LOCATION OF FENCE/GATE. SEE ARCHITECTURE ♦ OREGON W ♦� // / �' `� \\ / ♦ 03 FIELD LOCATE BOULDERS FOR APPROVAL OF OWNER'S REPRESENTATIVE \ �♦ " 132211.4258 N / ♦ �� ® PRC 132199.9083 N ♦ R,g' 0 / / PT 322144.2197 E, ` 7 91'E AR 322078.0535E ♦ 132208.1136 N / / �J/ ♦ ® ALIGN CURVE WITH CORNER OF BRIDGE ♦ + PT 322107.3222 E p / N 132204.8057 PT \ ♦ ��,��' 7 / E 322124.1177 ♦ ♦ COORDINATE LOCATION OF PUMP WITH CONCRETE CHANNEL SO FLOW AND DRIP ARE sp, R_}5 p"� E 3221222908 PT �p` ♦ O CONTAINED IN THE RUNNEL CATCHMENT ♦ N 132193.5534 + ♦ 132199.7515 N E 322120.6921 PT ♦ FIELD LOCATE VERTICAL LOG EDGERS AS SHOWN. FINAL PLACEMENT TO BE ♦ N 132192.4375 PT 1 1 N 132200.8989 © APPROVED BY OWNER'S REPRESENTATIVE ♦ E 322082.9599 PT 322112.8218E I + 1 ♦ RIM ♦ I / E 322172.3380 1 132204.3512 N ♦ PT 322158.3092 E 0 ALIGN JOINT WITH EDGE OF ROOF ABOVE. COORDINATE WITH ARCHITECTURE ♦ I I132184.1778 N 0 PT 3222 .9710 E 0 / Q• 8 APPROXIMATE CENTER LINE OF DRY CREEK BED. WIDTH VARIES. LAYOUT RD ♦ R=?4 1 P�-132175.9133 N ♦ o O SURROUNDING BOULDERS FOR APPROVAL OF OWNER'S REPRESENTATIVE ♦ _` 5 0" N 132174.0128 322159.6738 E / 2 ♦ 2 TYP. N 132175.9412 &D) s" E 322121.8203 PC / / ♦ O FIELD LAYOUT STEPPING STONES FOR APPROVAL OF OWNER'S REPRESENTATIVE E 322072.0042 PC TYP. I .0" N 132174.5787 PRC 0 132175.8840 N N 132174.5906 / PC 322064.9554 E ♦ / E 322080.4011 PC I ; E 32x132.8674 314" P132178.7775 N 322114.0327 E h N 132172.0966 / Tp --♦-/ E 322084.2993 PC 132161.0586 N I / . \ 132168.9335 N N 132168.5722 PC 322115.0557 E T-6"1 PC 322A73.4041 E PC E 322082.7134 / ` , 132152.2280 N 1 'C V \ \ PC 132152.3485IN PC n322120.65031 E 1 �� S, " / / : PLAN KEY: 0 132161.5189 N 132162.3880 N 322093.87701 E N I N 132150.6893 322069.5496E PC 322075.5741E I E 1322095,9804 PCC N 132162.1705 PT / 4w V E 322122.5040 132156.2693 N ♦ R'12:0" PT 322150.8665 E NI 132149.2616 / \ 322107.6222 PC \ N 132148.2142 PC / E 322121.0378 N 1.32149.2661 / 132159.1704 N �� ♦ E 13221 1, ' 322087.5825E 3 Typ 6. 132153.7844 N �q ' ♦ N 132147.5125 CURB WALL po ♦ E 322152.5967 ' 322080.9190 E Q N 132146.6977 ♦ N 132142.8952 PC 132149.4248 N "E 322125.9426 PC E 322133.3343 CURB WALL 322077.5121 E \ �. N 132143.9642 PC 132145.4227 N / C ♦ 322105.8372 E E 322122.8366 Issue Revision Date 322112.5354E 132143.9265 N R�'6" N 132137.0520 CP v . PC / E 322117.9595 \ � >. + � R=11'-6" � ♦ 100% CONSTRUCTION DOCUMENTS R=10'-6" 4 TYP. 132138.1963 N 6 d A CP " N 132130.0840f 322098.4227 E 5 S E 322117.52 ♦ N 132138.5341 RIM co " N ® I ♦ E 322143.9158 N 132128.2785 E 322112.8571 CP 132133.5876 7032 322110. E o, 132127.5974 N z O CP 322104.9602 E i 6 ♦ N 132127.1089 PC CP 132125.7352 N �. ♦ E 322120.6192 322106.2974 E PC 132124.4887 N �. 322105.4630 E �. \ ♦ N 132121.7361 PC PRC 132120.0714 N . iv cn N 132119.4440 PC \ E 322127.8062 322111.1854E E 322123.0632 0 �. ♦♦♦♦♦0�llo■ N132115.8509 . ■ ■ E 322136.5305 LAYOUT PLAN N132111.2766 CP 132116.8549IN E 322139.9457 Scale As indicated 322117.9693E SCALE: 1/8" = V-0" N Date 9/11/2020 L2 . 0 0' 4' 8' 16' Sheet No. GRADING NOTES ° r y r 1. CONTRACTOR TO VERIFY ALL EXISTING GRADES IN THE FIELD r PRIOR TO COMMENCING WORK AND REPORT ANY d e c a r r DISCREPANCIES TO THE OWNER'S REPRESENTATIVE architecture . i n c r o IMMEDIATELY. 935 SE Alder Street : Portland Oregon 97214 N r tel 503 239 1987 fax 503 239 6558 deca-inc.com FS P61.27 yo ° RIM 260.7 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT \ ♦ r FS 260.95 HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL FS 261.46 ♦♦ ' r FS 260.90 SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER GREIR FS 261.47 j♦ do ♦ 4 FS 260.82 a THAN 1V:12H (8.33%) AND RAMP RUNS TO HAVE A LANDING is ♦ r i ♦ RIM 260.75 EVERY 30 RISE IN ELEVATION. GreenWorks, P.C. ♦ o Landscape Architecture Environmental Design O ��\\♦ FS 261.12 \\ ��� ♦ ♦ 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, ' ♦ - I`� ♦ FS 260.90 24 NW 2nd Avenue, Suite 100 ♦ r / EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED Portland, Oregon 97209 FS 260.92 AND SEAMLESS TRANSITIONS. Ph:503.222.5612/F:503.2222283 ' g ■ FFE 260.90 MATCH EXISTING Email: info®greenworkspc.cam // �■ ♦♦ FS 261.29 3Fs 260.67 TIGARD-TUALATIN SCHOOL / o�� ■ ■ ■ � � ♦ 1. 0 ® ,�,� �e 4 e / ♦♦ DISTRICT 0 ?0 /FS 260.90 ♦ o o ♦ TEMPLETON PRE-K,CONFERENCE CENTER,AND v FS-26090 % 1♦ FS 2rA RnI GRADING LEGEND _ DISTRICT SERVICES / o� , FS 260.80 \ / ♦♦ MATCH EXISTINGAD AREA DRAIN 950Tigo0dSWORMurdock St. ` 'FS 263.09 �� / 9 / \ � / o\� / ♦ ° / ° / ♦ TC 261.00 BC BOTTOM OF CURB 97224 ` / FS 260.90 1 0 / ♦ BC 260.67 FS 261.31 /�� L e / v �� / ♦FS 260.50 FFE FINISH FLOOR ELEVATION GISTER� FS 263.60 ♦ \ / \ / \ ♦ � 383 FS FINISH SURFACE • • FS 263.95 ♦ / � � ��� �� ♦ FS 264.31 .♦ FS 261.28 /?Si / ��' ` FS 260.36 / / LP LOW POINT OREGON W FS 264.40 : / FS 260.57 ` ��i/ e / ♦ TC TOP OF CURB FS 264.56 : � / / ♦ TC 260.63 �' ♦` ♦ BC 260.30 FS 264.66 ♦ / ♦ GRADE BREAK FS 264.93 ♦ sa. '° X \ FS 265.08 0�0� I 1 2% DIRECTION AND PERCENT OF SLOPE 1 FS 260.98 ; / ♦ FS 260.24 \ FS 265.32 ♦ ° FS 261.28 I 1 Fs 26066 ° ♦ RIM 260.20 EG (205.00) EXISTING SPOT ELEVATION 1 FS 260.50 TW XXX.XX PROPOSED SPOT ELEVATION 1 ° ♦ BW XXX.XX ♦ , j N I ES 260.85 os� �� 262 PROPOSED CONTOUR ' ♦/ a` FS 261.28 i 1 FS 260.77 e / FS 260.60 S 260.51 AREA DRAIN FA f 21 M I 1 FS 260.74 ° FrFS 260.57 / TC 260.93 100 F� ♦�- FS 266.23 FS 265.00 e 15 i : GRADING KEYNOTES I -- ---- --- 265.23 11 ' ♦\ 3 1 O TOP OF CURB TO BE FLUSH WITH ADJACENT ARTIFICIAL PLAN KEY: � e I iso 2.23 , I 1 / TURF. J 0`� Fs 261.28 I 1 Fs 260.77 , \o O MATCH EXISTING GRADES FS 265.16 '�� I 1 \ v # 3 FS 261.12 SFS 260.24 ♦ \ o �o�` FS 260.74 1.S FS 260.65 FS 260.31 ♦ \ \ �' FS 262.97 FS 260.09 ♦\FS 264.33 FS 260.84 ♦ FS 260.59 (✓ '� ♦\ \ N 1090 FS 260.50 / a ♦.\ `l�O , N _ _ ' ' �, �' ♦ FS 260.20 ♦ : FS 61.07 O m o FS 260.32 ES 260.61 0 Issue Revision Date \ N O FS 260.50 \ ♦ \ TC 263.79 VI FS 259.90 RIM 259.80 100% CONSTRUCTION DOCUMENTS BW 262.50 ` ♦ % a o� Q3 ADDENDUM #3 ♦\/�O FS 260.03 FS 260.59♦\ FS 260.72 FS 260.59 FS 260.53 \ 0 FS 260.50 ♦ ti6� � O ♦ FS 260.55 � ♦ ♦ RIM 259.75 2 ♦ ♦ TC 261.41 FS 261.08 ♦ 4,5� FS 259.85 ♦ _ s■ ■ ES 260.7woos■ GRADING PLAN TC 262.41 Scale As indicated 3 FS 262.08 SCALE: = 1'-0" FS 262.00 VIF N Date 10/09/2020 MATCH EXISTING 0' 4' 8' 16' Sheet No. L3 . 0 IRRIGATION SCHEDULE IRRIGATION NOTES d e c a SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS GENERAL a r e h i t e c t u r e . i n e 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES LCS 30 0.49 4'x15' 2. OPERATION AND DESIGN OF (IRRIGATION EXPANSION FOR PLAY AREA) IS BASED ON 60 POUNDS OF PRESSURE 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES RCS 30 0.49 4'x15' AT THE POINT OF CONNECTION. SEE (EXISTING IRRIGATION PLANS AND SPECIFICATIONS- 'CONFORMED SET' OF TEMPLETON ELEMENTARY SCHOOL DATED 07127/2018. RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES SST 30 1.21 4'00' 3. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND SEEDING AREAS ON SITE BEFORE arn STARTING WORK AND IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF ANY DEVIATIONS FROM PLAN. e RAIN BIRD 1806-SAM-PRS 5 SERIES MPR 180 30 0.20 5' 4. STAKE PROPOSED TREE LOCATIONS AND OBTAIN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF NEW IRRIGATION SYSTEM. GreenWorks, P.C. O RAIN BIRD 1806-SAM-PRS 8 SERIES MPR 180 30 0.52 8' 5. MAIN AND LATERAL LINES MAY BE SHOWN DIAGRAMMATICALLY FOR CLARITY. MAIN AND LATERAL LINES Landscape Architecture SHOWN IN PAVED AREAS SHALL BE PLACED IN ADJACENT PLANTING BEDS UNLESS SPECIFICALLY SHOWN AS Environmental Design O RAIN BIRD 1806-SAM-PRS 8 SERIES MPR 90 30 0.26 8' PASSING UNDER PAVING IN SLEEVING (SEE SCHEDULE FOR SLEEVE SYMBOL). OBTAIN THE OWNER'S 24 NW 2nd Avenue, Suite too REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES. Portland, Oregon 97209 o RAIN BIRD 1806-SAM-PRS 10 SERIES MPR 180 30 0.79 10' Ph:503.222.5612/F 503 222.2283 PROJECT CONDITIONS Email: infoidgreenworkspc.com O RAIN BIRD 1806-SAM-PRS VAN SERIES ADJ 30 VAR 4' 1. THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO CONSTRUCTION AND VERIFY THE EXTENT OF THE WORK REQUIRED, COMMENCEMENT OF CONSTRUCTION BY THE CONTRACTOR DESIGNATES ACCEPTANCE OF TIGARD-TUALATIN SCHOOL © RAIN BIRD 1806-SAM-PRS VAN SERIES ADJ 30 VAR 6' THE SITE CONDITIONS APPARENT AT OUTSET. THE CONTRACTOR SHALL OBTAIN APPROVAL TO ACCESS DISTRICT SYSTEM COMPONENTS FOR INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION. ® RAIN BIRD 1806-SAM-PRS-1400 FLOOD 1401 360 30 0.25 3' TEMPLETON PRE-K,CONFERENCE CENTER,AND 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES DISTRICT SERVICES BEFORE COMMENCING WORK. THE LOCATION OF UTILITIES, STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD 9500 SW Murdock St. SYMBOL MANUFACTURER/MODEL CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. Tigard, OR 97224 QUICK COUPLINE VALVE- RAIN BIRD 44-LRC (PROVIDE (2) SPARE KEYS) 3. THE CONTRACTOR SHALL PROTECT ALL AREAS OF WORK DEFINED ON THE DRAWINGS AND ANY EXISTING ON-SITE VEGETATION, STRUCTURES, UTILITIES, ETC. ALL DAMAGE AS A RESULT OF WORK UNDER THIS IRRIGATION LATERAL LINE: PVC SCHEDULE 40 CONTRACT SHALL BE REPAIRED AT NO COST TO THE OWNER. �CjI STE�,� 4. CONTRACTOR SHALL VERIFY, LOCATE AND PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND I� IRRIGATION MAINLINE: PVC SCHEDULE 40 ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION AND SHALL REPAIR, AT THEIR OWN EXPENSE; ALL ' 383 PIPE SLEEVE: PVC SCHEDULE 40 DAMAGE AS A RESULT OF CONSTRUCTION ACTIVITIES. ---_--_= COORDINATION a6OREGON �kl 1. THE CONTRACTOR SHALL PROTECT THE EXISTING SYSTEM AND MAINTAIN ITS PERFORMANCE AT ALL TIMES _1PE 0-� DURING THE WORK OF THIS SECTION UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL CAP ALL LINES THAT ARE CUT BY NEW CONSTRUCTION AND/OR RE-ROUTE TO MAINTAIN SYSTEM PERFORMANCE. 2. WHEN NECESSARY DURING CONSTRUCTION THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR IRRIGATION SHUTOFF THROUGH THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE COMPLETE TEMPORARY IRRIGATION TO ALL LANDSCAPE AREAS AFFECTED BY THE SHUT-OFF, DURING NORMAL WATERING SEASONS. 3. THE CONTRACTOR SHALL MAINTAIN, REPAIR OR REPLACE CONTROLLER WIRING AFFECTED BY CONSTRUCTION AND INTEGRATE NEW SYSTEM REQUIREMENTS INTO THE EXISTING CONTROLLER. VERIFY WHETHER OR NOT THE EXISTING CONTROLLER WILL ACCOMMODATE THE ADDITION OF NEW IRRIGATION ZONES OR ANY OTHER NEW WATERING REQUIREMENTS. 4. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 5. THE SYSTEM SHALL BE FULLY ADJUSTABLE TO FINE TUNE SYSTEM PERFORMANCE FOR SPECIFIC ZONES. 6. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST HEAD FROM WATER CONNECTION. 7. PIPING SHALL NOT EXCEED 5 FT. PER SECOND VELOCITY. 8. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT ALL LOW POINTS. PLAN KEY: 9. REFER TO (TEMPLETON ELEMENTARY SCHOOL) PROJECT IRRIGATION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IRRIGATION SHEET NOTES 1. EXISTING 2" STUB-OUT THIS LOCATION. - CONNECT AND EXTEND LATERAL LINE TO NEW PLANTING AREAS AS SHOWN. REPAIR ALL AREAS IMPACTED BY LATERAL LINE EXTENSION TO EXISTING CONDITION go 2. NEW FLOW TOTAL IN GALLONS PER MINUTE FOR EXPANSION OF EXISTING (ZONE 8) 3, EXISTING IRRIGATION ZONE DESIGNATION 4. LATERAL LINE CROSSING - CORE AND SLEEVE UNDER WALK/CURB AS SHOWN 5. PIPE SLEEVE SIZE DESIGNATION - TYPICAL 6. MAIN LINE EXTENSION / CROSSING - CORE AND SLEEVE UNDER WALK/ CURB TO QUICK COUPLER LOCATION Issue Revision Date AS SHOWN 7. CONNECT TO EXISTING MAINLINE - THIS LOCATION 100% CONSTRUCTION DOCUMENTS 8. EXISTING IRRIGATION IRRIGATION LEGEND AND NOTES Scale As indicated Date 9/11/2020 Sheet No. L4 . 0 GENERAL NOTES • y ' 1. REFER TO SHEET L4.0 FOR IRRIGATION LEGEND AND NOTES. deca r / architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com GER � ♦ GreenWorks, P.C. Landscape Architecture Environmental Design i i ' 0 \\ r ' \ / 24 NW 2nd Avenue, Suite 100 ♦ Portland, Oregon 97209 Ph:503.222.5612/F:503.222.2283 / Email: infol5greenworkspc.com // �� ■ ■ ■ ��♦ TIGARD-TUALATIN SCHOOL ® \ 0 / ■ ■ ■ ■ ■ / / •���� DISTRICT 0 / Aft� TEMPLETON PRE-K,CONFERENCE CENTER,AND 4* DISTRICT SERVICES 9500 SW Murdock St. ��\ / / �� / / ♦ Tigard, OR / ♦ 97224 \\ L / / �♦ tiG1STEh'� • 383 OREGON W �• / // / / / CO COD ♦ yo I O ♦ ♦ I 0 / A / ♦ yo 1 O(D / �♦ 1 / ♦ ♦ ♦ PLAN KEY: 0 i ♦ IX2' ' / ♦♦ /y 6 / o / $ 3 4 4 ' 6 6 ♦ Issue Revision Date \\\ 6 6 � � 100% CONSTRUCTION DOCUMENTS 16.2 + 40.2 '♦♦ / \ Z 2 Stub ou an for future .♦ 6 ♦♦♦ i ♦♦� ���■■■■■ IRRIGATION PLAN 1 Seale As indicated SCALE: 1/8" = N Date 9111/2020 0' 4' 8' 16' (�B Sheet No. L4 . 1 r deca rr architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fez 503 239 6558 deca-inc.com 01 -♦� ,, GREEK � •♦�■■■W a GreenWorks, P.C. \ ♦ r \ ° PLANTING NOTES Landscape Architecture Environmental Design j 24 NW 2nd Avenue, Suite 100 ♦♦ 1. RESEED ALL AREAS OF DISTURBANCE INCLUDING THOSE OUTSIDE Portland, Oregon 97209 ♦ \\ / \\ PLAY AREA ASSOCIATED WITH UTILITY WORK. REFER TO (TEMPLETON Ph:503.222.5612/F:503.222.2283 \ ELEMENTARY SCHOOL) PROJECT FOR SEED SPECIFICATION. Email: intoOgreenworkspc.com At■ ■ ■ ♦ 2. CONTRACTOR SHALL PROVIDE PLANTING SOIL, SOIL AMENDMENTS, TIGARD-TUALATIN SCHOOL O ■ ■ ■ ■ ■ ♦♦♦ AND BARK MULCH TO THE COMPOSITION AND DEPTHS IN DISTRICT / \\ / / ♦1 o ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OF THE \\ ♦ CONTRACT DOCUMENTS. TEMPLETON PRi CONFERENCE CENTER,AND yo // \\ / ♦♦ DISTRICT SERVICES -- / / ♦ 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE \ DRAWINGS AND THE SPECIFICATIONS PROVIDED AS PART OF THE 9500 SW Murdock St.Ti and OR \\ / / / \ \ / / ♦ CONTRACT DOCUMENTS. 97224 V ♦ 3. QUANTITIES ARE LISTED FOR THE CONTRACTOR'S CONVENIENCE / \ / ♦ ONLY. ALL COUNTS MUST BE VERIFIED BY THE CONTRACTOR. IN THE CASE OF A DISCREPANCY BETWEEN THE LEGEND AND THE PLAN, �131 S T.ER ♦ / \\ _ _ \ / / \ ♦ PLANTS INDICATED ON THE PLAN SHALL SUPERCEDE QUANTITIES ,383 O LISTED IN THE LEGEND. • • 4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD OREGON W ♦♦ / / ' ♦� // `\v _ _ ` \ / ♦ CONDITIONS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES BEFORE S �� o / \ / / ♦ INSTALLATION. CONFLICTS BETWEEN ANY EXISTING AND PROPOSED ; UTILITIES ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER'S E AW ♦ \\ / I ` ( \ ♦ REPRESENTATIVE IMMEDIATELY. ♦ // - \ / ♦ ♦ / I 1 / \ 1 / ♦ TREE LIST 2 ILAURUS NOBILIS t � y ` � �l \ I I 1 \ � / � / \\ ♦ SWEET BAY; 2" CAL., SPACE AS SHOWN ♦ j \ _ ♦ ■ \ \\ /\ / QUERCUS MYRSINIFOLIA �A ♦ ° \ � ' / \�\ �� \ — CHINESE EVERGREEN OAK; 2" CAL., SPACE AS SHOWN ♦ \ I // I 1 ' • / ; Q� PLAN KEY: 1 ♦♦ \ 0% \/ ♦ ♦ ♦ ♦ PLANT LIST ■ ♦ ♦ ♦ + ; 56 ICISTUS X HYBRIDUS 'LITTLE MISS SUNSHINE' ♦♦♦ ♦ ♦ + / ++ O o o v ♦ ROCKROSE; SPACING AS SHOWN; 2 GAL CONT. • • A � vv � v ♦ • • v O ♦ 18 JUNIPERUS X PFITZERIANA 'AUREA IMPROVED' Issue Revision Date �� - ♦ + \\ ; GOLD COAST JUNIPER; SPACING AS SHOWN; 3 GAL. CONT. 100% CONSTRUCTION DOCUMENTS V 40 1DESCHAMPSIA CESPITOSA'GOLDTAU' 190 4)—I GOLDTAU TUFTED HAIRGRASS; SPACING AS SHOWN; 1 GAL. CONT. 0 ♦ n 86 1GAULTHERIA SHALLON 00 �♦ a� 0 • \ ;♦ /��10 INANDINA DOMESTICA 'PURPUREA NANA' ♦♦ V_�l — DWARF HEAVENLY BAMBOO; SPACING AS SHOWN; 2 GAL CONT. ♦ \ p00 ♦ X/ 12 IPOLYSTICHUM MUNITUM ♦♦ v■ ♦ \rte—I WESTERN SWORD FERN; SPACE AS SHOWN; 2 GAL. CONT. ♦♦ V VV ♦ V ♦♦♦ 0 BARK MULCH PATH ♦♦00 ■ ■■■■■■■■ PLANTING PLAN Seale As indicated SCALE: 1/8" = 1'-0" N Date 9/11/2020 0' 4' 8' 16' Sheet No. L5 . 0 4" MULCH d e c a architecture . inc ARTIFICIAL TURF CONCRETE SLAB VERTICAL 935 SE Alder Street : Portland Oregon 97214 RESTRICTION tel 503 239 1987 fax 503 239 6558 deca-inc.com GLUE TURF TO ar ° 1 O ARTIFICIAL TURF FOAM - THICKNESS 6" P.I.P. FOAM PAD �. L6.0 SAFETY-SURFACING VARIES ARTIFICIAL TURF R FOAM THICKNESS VARIES `O ° DEPENDING ON FALL ZONE OVERLAP ARTIFICIAL TURF ONTO HEIGHTd- * 6" PIP RUBBER FOAM PAD - GLUE GLUE TURF TO v ° ' ° ARTIFICIAL TURF TO FOAM PAD P.I.P. FOAM PAD Green Works, P.C. 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LOCATIONS —III- 1__II1- IIIIIII=III=III=1 =111=III=III=III=1IIII=III=III I =1II- IIIIII =1 =III=1 I =III— l 1111=III=III=III— =1 — I (-1 = = (=111=III= COMPACTED BOULDER OST AND WALLS INCLUDE -III III-1 =1 =III- ^_III-III-III III III III III =11 I-III—I 1=n NOTESRESTRICTIONS 4" --���—�i� 111 0 I=III=1 I 1=1 I 1=1 I —I I I_4 I i I l —��� — SUBGRADE SOIL -INSTALL SAFETY SURFACING PER MANUFACTURER SPECIFICATIONS S, POSTS, A SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL AGGREGATE BASE P. I .P. SAFETY SURFACING AT PLAN KEY: ENGINEERED WOOD FIBER SURFACING SCALE: 3 = 1 -0 P.I .P. RUBBERIZED SAFETY SURFACING VERTICAL RESTRICTION 4 SECTION 0" SECTION Nor To SCALE SECTION NOT TO SCALE NOTES: 2 L6.1 -INSTALL SAFETY SURFACING PER MANUFACTURER SPECIFICATIONS ARTIFICIAL TURF -SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL. PLANTING AREA 3/8" BLOC VE ON CONCRETE CONCRETE AT MOUND L6.0 TO RECEIVE P.I.P. TOP LAYER PAVING BAR P.I.P. RUBBERIZED 4 MULCH 5 L6.0 VE @ 24EO.C. 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TO P.I.P. FOAM PAD Environmental Design a CONCRETE FOOTING " . \ CONCRETE FOTTING �— ° ° — ° \ 4 b CONCRETE FOOTING 24 NW 2nd Avenue, Suite 100 #4 VERT REBAR @ 24" OC io ^�, a \ Portland, Oregon 97209 ° • 111=1 I — o a #4 HORIZ REBAR @ 24" O.C. c a� ° Ph:503.222.5612/F:503.222.2283 °- ° I — I— I — ' — `D O #4 HORIZ REBAR @ 24" OC Email: infoOgreenworkspc,com ° 1'-0"= = I III O — = = =1 = 1 I' AGGREGATE BASE • #4 HORIZ CONT REBAR -1 I — — =III=1I1=1I —I TIGARD-TUALATIN SCHOOL Swi-I II-1 R7= I—I 11=1 11= — —_111—- ' 1=1 1=1 1=1 1=1 I— — 91/4" — — AGGREGATE BASE -1 = I =III=III—III=III=III=1 I 111=III=III=� =1 AGGREGATE BASE DISTRICT `� _—' -1 = I —III=I —III—III=III—I UNDERDRAINAGE SEE II= —i 1=— COMPACTED UNDERDRAINAGE-SEE TEMPLETON PRE-K, —w COMPACTED SUBGRADE "I��il 111111 111111 111111"� - COMPACTED SUBGRADE CIVIL FOR LOCATIONS SUBGRADE CIVIL FOR LOCATIONS DISTRICT SERVICES CONFERENCE CENTER,AND -- -----_—,—,III ARTIFICIAL TURF MOUND ARTIFICIAL TURF MOUND 9W SOR Murdock St. ADJACENT TO CONCRETE PAVING " - ' " ARTIFICIAL TURF AT TOP OF MOUND " - ' " AT CONCRETE WALL 9224 SCALE: 1 112 - 1 -0 SCALE: 1 1l2 - 1 -0 SCALE: 1 1l2 = 1 -0 1 SECTION 0" 2" 4" 8" SECTION 0" 2" 4" 8" SECTION tiGI S TtR •383 WOOD BLOCK STEPPERS OREGON �W 264.56 APPROXIMATE GRADE AT MOUND �pE AR 2 ARTIFICIAL III L6.0 TURF 11111111111 23-41 co 261.28 111= CONCRETE FOOTING l t -_ -_ 1 I=III < ° COMPACTED AGGREGATE BASE r Z -III I—I I=111=III III=1 ' III a III—III—III—III I COMPACTED SUBGRADE = I I—III—III—III=1 I � 11=I„I I I l�l l _11 11 = 1 I -1 B. SECTION NOTES: 1. FOLLOW MANUFACTURER INSTRUCTIONS / FOR INSTALLATION 2. PROVIDE SHOP DRAWINGS OF INSTALLATION FOR APPROVAL BY OWNER'S REP. USE ZONE / ` \ PLAN KEY: 51 0 170 ` N \ SAUCER SWING 5170 SPOT ELEVATIONS ARE RELATIVE TO j \ / ELEVATION AT TOE OF SLOPE OF PLAY / / MOUND. / —' // WOOD BLOCK � / +33^ +9"+24^ STEPPERS / / / +3U +21" +4^ +27^ / +40^ +36" +18^ +15" +10^ NOTE: / / +24" +21" / / + �, +18"+21 +18" B / Issue Revision Date 1. VERIFY THERE ARE NO OBSTRUCTIONS WITHIN USE ZONE. 100% CONSTRUCTION DOCUMENTS 2. FOLLOW MANUFACTURER INSTRUCTIONS FOR INSTALLATION. USE ZONE j A. PLAN "NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED" MODERN SAUCER SWING-OFCI SCALE: 1/4" = 1'-0" WOOD BLOCK STEPPERS-N .I.C. SCALE: 3/8" = 1'-0" 4 PLAN 0' 1' 2' 4' VARIES 0" 8" 16" 32" SITE DETAILS Scale As indicated Date 9/11/2020 Sheet No. L6 . 2 - - - - - - - -r - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - deca 1643-51-EMB-El 1:32 a r c h i t e c t u r e . n c 239-2 3/809 935 SE Alder Street : Portland Oregon 97214 INSTALLATION INSTRUCTIONS: tel 5032391987 tax 503 239 6558 deca-inc.com [7070 mm] 1 . DETERMINE FOOTING LOCATIONS AND DIG HOLES REQUIRED. 11 '-2 3/$" 2. INSTALL ENTRANCE ASSEMBLY NOTE: GREPER DIMENSIONS SHOWN. ADJUST PLATE TO ELIMINATE GAP I j [3410 mm] 3. PRE—ASSEMBLE CONNECTION PLATE, BETWEEN SLIDE AND CONNECTION ' EXIT CONNECTION BRACKET AND SUPPORT PLATE' I Green Works, P.C. I i PIPES TO SLIDE ASSEMBLY PER DETAILSLandscape Architecture A/1 AND B/1. C 1643—H28 Environmental Design / 4. BRACE ASSEMBLED SLIDE IN PLACE AND CONNECTION PLATE I 24 NW 2nd Avenue, Suite 100 CONNECT TO ENTRANCE ASSEMBLY ENTRANCE ASSEMBLY I Portland, Oregon 97209 AS SHOWN IN DETAIL A/1. I Ph:503.222.5612/F:503.222.2283 „ \ I Email: infoldgreenworkspe,com 1 —S I \ 5. CHECK TO SEE THAT ALL CONNECTIONS I ARE FLUSH AND TIGHT AND THE SUPPORT I TIGARD-TUALATIN SCHOOL j [430 mm] ARE BRACED SECURELY IN THE FOOTING HOLES, PER DIMENSIONS SHOWN. THEN I DISTRICT POUR CONCRETE. CONNECTION PLATE TO I 1 ENTRANCE ASSEMBLY I TEMPLETON PRE-K,CONFERENCE CENTER,AND t--r2 r--, NOTE: KEEP CHILDREN OFF APPARATUS 4 3/8"-16 x 1 w E : : i4 E UNTIL THE ASSEMBLY IS COMPLETE AND BUTTON HEAD HEX DISTRICT SERVICES THE CONCRETE IS CURED. SOCKET CAP SCREW O E O E E 16 7/16" I.D. CUT WASHER 9500 SW Murdock St. 1 6. AFTER CONCRETE CURES, REMOVE BRACING 4 3/8"-16 NYLON INSERT Tigard, OR O O ; ; O O AND BACK FILL FOOTING HOLES. LOCK NUT 97224 I 00 (USE 3 WASHERS 't . . N 'tON NUT SIDE) u u u 1 CONNECTION PLATE TO SLIDE C3 STE 4 CARRIAGE BOLT383 4 I �� ��d • A B 4 7/16" I.D. CUT WASHER I • • 1 1 / 4 3/8"-16 HEX NUT III II II II (INSERT BOLT HEAD IN SLOT, \ TRIM AND PEEN THREADS) 1 I I I I I I I OREGON W A CONNECTION DETAIL _NN 1 SCALE: 3"=1'-0" USE ZONE PLAN VIEW (TYPICAL) SCALE: 3 8 =1 —0 3'-7" I I I I SUPPORT PIPES TO I 8'-6.. 3 EXIT CONNECTION BRACKET TOP OF POST 1 3/8"-16 x 2 1/4" CARRIAGE BOLT 1 7/16" I.D. CUT WASHER .233 30 e/58/0 1 3/8"-16 HEX NUT 1643— 1 BOULDER (TRIM AND PEEN THREADS) ENTRANCE ASSEMBLY SLOPE L6.4 SCRAMBLE I I 5'-0' TOP OF PLATFORM 1643—A195 C 4'-0" SLIDE CHUTE FINISHED GRADE ASSEMBLY I II 1640—H48 COMPACTED GRADE I— 11 -1 SUPPORT PIPE I I I I (TYPICAL-3) PLAN KEY: Al 0 - 11 I BOTTOM OF SUPPORT — �, ,`O Q TOP OF BEDWA_ 1643—A29 0'-0" 3 0 -0 EXIT CONNECTION BRACKET REFERENCE ELEVATION FINISHED GRADE II II II I NOTE: F_ II COMPACTED GRADE FiI � Ih EXIT CONNECTION I CONCRETE FOOTING Q O I II I III II ,III I I AND NO. 4 REBAR �Q I I —(2'-5 3/4") I4 4— '�H 4 BRACKET X03 SLIDE (BY OTHERS) PER Q l_ L — — — — — J LOCAL SOIL CONDITIONS. BOTTOM OF SUPPORT CARRIAGE BOLT CONSULT PROJECT 4 7/16" I.D. CUT WASHER ENGINEER FOR EXACT9'-5 3 $" 5 5 $" 1 '-3 1 2" 1 '-3 1 994 3/8"-16 HEX NUT I REQUIREMENTS. / / / / (INSERT BOLT HEAD IN SLOT, 11rah I 111 , I TRIM AND PEEN THREADS) I I II ® II I I I I I ® ® I I SIDE ELEVATION FRONT ELEVATION B TYPICAL CONNECTION DETAIL I Issue Revision Date SCALE: 8 =1 —0 SCALE: 3/8=1'-0 SCALE: 3 1 '-0'r I _ I 100% CONSTRUCTION DOCUMENTS Q Date Revision UY COLUMBIA CASCADE COMPANY rt'e I TIMBERFORM Makers of T®imberForm®, Pipeline® Replay® MODEL NO. 1643-51—EMB 0 TimberForm —2 and CycLoopse Products. EMBANKMENT WIDE SLIDE CHUTE 1300 S.W. Sixth Avenue, Suite 310 Telephone 503/223-1157 (STAINLESS STEEL BEDWAY, 6" RAILS) Portland, Oregon 97201-3464 Facsimile 503/223-4530 Q U.S.A. AW A R N I N G This drawing reveals the copyrighted Intellectual Scale Drown by: TB 12-16-13 roparty of Columbia Cascade Comp any. Not for use Drawing No. Sheet SEE IMPORTANT SAFETY NOTES AND MAINTENANCE INSTRUCTIONS ON DRAWING NO. E-1000-1-13 NOTED Ck'd by: CL 12-16-13 gy others without our express, written authorization. E-1643-51—EMB of L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS. EMBANKMENT SLIDE SCALE: 3/8" V-0e VARIES 0" 81 16" 32" SITE DETAILS Scale As indicated Date 9/11/2020 Sheet No. L6 . 3 d e c a MUSICAL INSTRUMENT- EMBEDDED PER MANUFACTURER'S INSTRUCTIONS PREFABRICATED WATER PUMP BY architecture . i n c SEE SPECS VERIFY MANUFACTURER BISON PUMPS - WWW.BISONSPUMPS.COM SEE 4/1-6.4 FOR INSTALLATION 935 SE Alder Street : Portland Oregon 97214 FOOTING SIZE) MANUAL SHUT OFF tel 503 239 1987 fax 503 239 6558 deca-inc.com 4 CONCRETE PAVING 1-6.1 ,12„-,18„0 L84 CONCRETE Oflull ,' WATER INFILL VOIDS OF 2" OR LESS . , 44 CHANNEL 5,6 WITH MORTAR, AND VOIDS 4 a, Green Works, P.C. P.I.P. CONCRETE RUBBERIZED 1-6.0 LARGER THAN 2" WITH 1/4" < . ° 4" COMPACTED PAVING 1-6.1 Landscape Architecture MINUS CRUSHED ROCK, HAND — — — — .q CRUSHED ROCK BASE da n Environmental Design SURFACING + TAMP GRAVEL IN VOIDS . ' "-11 =11-III- -I COMPACTED AGGREGATE Portland, Oregone, suites III—I�I—I�I—I�I a 1 � . I I—III—III— . '' 24 NW 2nd Avenue, Suite 100 aO III— I— — ° i —III—III 1-1 - CONDITION 265.23 —III=1 a _— — _ _ _ . .. �4 —III—I —I —I I— VARIES III—I 1— I—III I I= = = == I— I— I— �L-111-111=11 =11 BASE Ph:503.222.5612/F:503.222.2283 I— I—III= II 18"0 CONCRETE FOOTING 5 =111_illll 1111-III -III II—III—III—III—III— Email: infordgreenworkspc.com 1 3 III=III=III=I �. BASALT 1-6 =III„III _ „ _,11=111_1 IITiI l l l l l;l l l 111=1 COMPACTED SUBGRADE z a ' ARTIFICIAL — — _) I=III COLUMN 11= I1-1I =111=1I — 1-6.0 TURF l l—j COMPACTED AGGREGATE BASE CIP CONCRETE iI=III=I'' TIGARD-TUALATIN SCHOOL =I FOOTING PER DISTRICT 4” TYP. = I= I=III=III=III=III— — COMPACTED SUBGRADE MANUFACTURER 1, 83/4" PVC WATER SERVICE —III III—I I 1/2 BURIED, TYP. III I; I III—I I SPECIFICATION D ISTN PRE K,CONFERENCE CENTER,AND 261, I I —I I i **NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED** 9500 SW Murdock St. —III BASALT COLUMNS, Tigard, OR C14, II=III III-_ _III 24" 32" DIAMETER MIN./MAX. MUSICAL INSTRUMENT FOOTING - N . I .C. SCALE: 1" = 1' WATER PUMP SCALE: 1/z" = 1' 0" 97224 1=111-111=III=— I NOTE: SECTION „ „ SECTION „ „ =III-1 1. BOULDERS MUST REST IN A STABLE POSITION FULLY 0 3 6 12 0 6 12 24 III=III=III=III=III=III—III—III: I SUPPORTING ITS OWN WEIGHT. SUBGRADE AND �Cs1STP I—III III—III III III—III—_III— - -III—III=III=� I=1 ' SURROUNDING SOIL MUST BE STABLE AND CAPABLE 4 • 383 16 OF SUPPORTING BOULDERS WITHOUT SETTLING. 19 • • 2. SURFACE AREA TO CONTAIN NO GREATER THAN 5% VOID SPACE AND NO LESS THAN 95% BOULDERS. 3. FINAL PLACEMENT OF COLUMNAR BASALT TO BE OREGON �W REVIEWED AND APPROVED BY OWNER'S REP. PRIOR BOULDER B. SECTION TO FINAL ACCEPTANCE. 4. TOP OF BOULDERS SHOULD NOT PROTRUDE ABOVE CLOSED CELL FOAM EXPANSION JOINT THE ADJACENT SLIDE BED WHERE ADJACENT TO OR TEXTURED CONCRETE- 21"AWAY FROM EMBANKMENT SLIDE. SEE SPECS 6X6 WWM 3" HIGH ADOBE BLOCK SUPPORTS 4 CONCRETE PLAYGROUND PUMP1-6.1 PAVING INSTALLATION ------------ BISON PUMPS n Na d <' e .a. a a .4 44 \ _ \\ 9" —I f 1-i 1-1IIII -I +54" \ \ - +40" +28" \ \ X3/4" NPT FEMALE WATER FLOW CHANNEL -WIDTH VARIES +5011 \ INLET BALL VALVE \ 1/2" NPT - 12.00- +45" +3+35"PLAY STRUCTURE +20" \ \ PORT -3/4" Flex Pipe \ 54 CON\ 00 CRETE WATER CHANNEL� SCA E: 1/2 = 1 -0 AN KEY: TRANSITION PLATE +56 \ 3 I - 3/8" Holes X6 SECTION I For Lag Bolts 0 2 4 8 PLAY STRUCTURE 1 40.00 SLIDE I \ 31.00 +20 / +35" \ / 14.00 +45" +28" \ 8.75 — — USE ZONE B +40" � 7.00 +50 \ ' Pressure Reducing Valve 6 i �1\ 60 PSI Max 2 / �� Shut Off Valve +42° USE ZONE __ T-41'4„ Issue Revision Date +52„ 0 BELOW GRADE - 100% CONSTRUCTION DOCUMENTS 24. MIN. 12" SUBMERGED +50" `Concrete Pad M A. PLAN Back Flow Valve ' co +48" PIRATE ROCK - NOTE: City Water _----,- ABOVE GRADE 1. SPOT ELEVATIONS ARE RELATIVE TO ELEVATION AT Air Hose Connection ' Supply Line GRADE AT BASE OF SLIDE 2. FINAL PLACEMENT OF COLUMNAR BASALT TO BE REVIEWED AND APPROVED BY OWNER'S REP. PRIORNOTE: ALL DIMENSIONS ARE IN INCHES \ ' NOTES: TO FINAL ACCEPTANCE. 1. VERIFY THERE ARE NO 3, TOP OF BOULDERS SHOULD NOT PROTRUDE ABOVE OBSTRUCTIONS WITHIN USE ZONE. THE ADJACENT SLIDE BED WHERE ADJACENT TO OR - - - -- -- 2. FOLLOW MANUFACTURER 21" AWAY FROM EMBANKMENT SLIDE. NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS INSTRUCTIONS FOR INSTALLATION. **NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED** BOULDER SCRAMBLE WATER PUMP INSTALLATION PIRATE ROCK-N . I .C. SCALE: 1/4" = 1'-0" SITE DETAILS o' 1' 2' 4' scale As indicated VARIES NOT TO SCALE SECTION NOT TO SCALE PLAN Date 9/11/2020 Sheet No. L6 . 4 POST END CUT TO 300 W/ z" CHAMFER ON RIM TOP RAIL TO CLEAR d e c a q FLAT SURFACE TO RECEIVE FLANGE BOTTOM RAIL BY 4" 2" GALVANIZED STEEL FLANGE W/SET architecture . i n c `V O SCREW 2" RAIL HSS TUBING 8' LENGTH, POWDER COATED CROSS &TIE ENDS OF WHIPS 935 SE Alder Street : Portland Oregon 97214 BLACK TOGETHER WITH 1/8" tel 503 239 1987 fax 503 239 6558 deca-inc.com ED 2" DIA. HSS RAIL TUBING W/WOODEN NAUTICAL ROPE o DOWEL END CAP RANDOM SIZED NATURAL OVERLAY HORIZONTAL WHIPS & S.S. DECKING SCREWS(4) PER O BUILDING COMPONENTS SECURE TO UPRIGHT WHIPS G�EECIPT,q, FLANGE y"X 1 y" w� WOOD DOWEL W/ 118" NAUTICAL ROPE � ,gyp 12" DIA. FABRICATED LOG POST � J.-� UPRIGHT WILLOW WHIP- GreenWorks, P.C. `v a O q SEE PLANTING PLAN Landscape Architecture OTEXTURED CONCRETE O N Environmental Design : I I EO 5 CUT TOP OF POST AT 24 NW 2nd Avenue, Suite 100 BASALT Portland, Oregon s72os -2l: DRAIN ROCK N.T.S. ^- L6.7 30 DEGREES - COMPACTED AGGREGATE BASE 0 12"-18"Q1 COLUMN Ph:503.222.5612/F:503.222.2283 LOG POSTS i+� w o S T WHIPS TIED TO POST WITH Email: infor°lgreenworkspc.com COMPACT TO 95% PROCTOR °? 1/8 NAUTICAL ROPE M �1I II II III I — Q " TIGARD-TUALATIN SCHOOL 1111 II 11 l -- ------• 4" -6" ROUND LOG POST DISTRICT COMPACTED SUBGRADE PLANTING AREA A. SECTION -III (- B. PLAN 6'-8" III—III—_. III-III-III—III-- TEMPLETON PRE-K,CONFERENCE CENTER,AND =— =1 4 = = -III- "- -I 1= I - - COMPACTED AGGREGATE DISTRICT SERVICES -III=III=III=111-11 ' -111=1 I1=1I1=11 '— —1I I, 9500 SW Murdock St. 11-1 **NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED** `r III 1=1 I 3"- 9 0" CONCRETE PAVING Tigard, OR LOOSE PARTS PLAY STRUCTURE-N .I.C. SCALE: 1l2" = 1'-0" 3" COMPACTED 97224 1 VARIES SUBGRADE 0" 6" 12" 24" B. SECTION �G1 S TERR10 �' •383 4 X 6 PT JOIST W/SIMPSON STRONGTIE OREGON �kQ SIMPSON STRONGTIE ML24 SSTL 'U46'JOIST HANGER-TYP B RIGHT-ANGLE BRACKET 2 X 6 RECYCLED PLASTIC LUMBER DECKING MEMBER (LONGITUDINAL) BASALT SEATS ���E AR 4 X 6 PT JOIST W/ SIMPSON STRONGTIE ° U46'JOIST HANGER TYP RAID RECYCLED PLASTIC LUMBER KICK ro�Q• a a ° �4"-6" ROUND LOG POST I I 1�1 /1 1 2 X 10 AND 2 X 6 (BEYOND) RECYCLED 2 X 10 RECYCLED PLASTIC HEADWALL-TYP a a I PLASTIC HEADWALL-TYP 4 X 6 RECYCLED PLASTIC SILL ° ° WILLOW WHIP ARCHWAY C3 #10 X 3" SSTL BUGLE-HEAD SQUARE PLATE TYP a LU DRIVE SCREW @ 2-112" SPACING OC FINISH GRADE- BEYOND ° ° ° ° 1-1/2" FROM EDGE OF MEMBER-TYP ° ED 2 X 6 RECYCLED PLASTIC LUMBER FINISH GRADE d �° 4 1 1 1 0 1 1-=1111 ,111 IIS 1111;,� =i 1 ' = ° L6.1 TEXTURED DECK MEMBER W/ 1/8" GAP-TYP -1 ,' ,I AGGREGATE BASE � ° CONCRETE PLANTING a 4 0 0 2 X 4 RECYCLED PLASTIC LUMBER KICK EQ TYP COMPACTED SUBGRADE AREA °° ° a L6.5 M 0- I O Q I RAIL-ATTACH WITH#14 X 5" SSTL 3" " (3)#5 REBAR PIN 18" LENGTH TYP 6' 0 BUGLE-HEAD SQUARE DRIVE SCREWS g ° _ TYP SPACED AS INDICATED 4 X 6 RECYCLED PLASTIC LUMBER 6'-6" 11 114" TYP SILL PLATE-TYP B. SECTION A. PLAN A. PLAN � 5'-0" **NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED** PLAN KEY: 2 FOOT BRIDGE SCALE: 1/2" = 1'-0" 3 WILLOW DOME - N.I.C. SC ' 3/8 VARIES 0" 6" 12" 24" VARIES 0" 8" 16" 32" 2 X 10 AND 2 X 6 RECYCLED FILL WITH PLANTING SOIL TO PLASTIC LUMBER HEADWALL WITHIN 1" OF TOP EDGE SIMPSON STRONGTIE ML24 SSTL 6' DIAM. GALVANIZED 2B RIGHT-ANGLE BRACKET W/ MANU'F 1/4" ROUND STOCK TANK- L6.5 DIA X 2-112" SSTL SDS SCREWS DELIVER PLUG TO OWNER 2 X 4 RECYCLED PLASTIC LUMBER KICKRAIL- BEYOND Issue Revision Date 2 X 6 RECYCLED PLASTIC LUMBER 4 100% CONSTRUCTION DOCUMENTS DECKING MEMBER TYP CONCRETE 4 X 6 PT JOIST W/SIMPSON L6.1 PAVING STRONGTIE 'U46'JOIST HANGER-TYP _ 4 X 6 RECYCLED PLASTIC LUMBER 2E SILL PLATE FIG=111= AGGREGATE BASE I=111=111=III=1 I =1 11=111=1 I I— �* —III—= I =111=III=111=111-111=111-111=111=111=111 111=111 111=111=111 if:tl _ - - III- II I I� I �I II 111, .1 1—Iii="'- "'—"'—" -111=111. 111 111=6"I�= I RIVER ROCK -111 111;Ill COMPACTED AGGREGATE �- #5 REBAR PIN 18" LENGTH - BASE COUNTERSINK COMPACTED SUBGRADE **NOTE: ITEM NOT IN CONCTRACT. OWNER FURNISHED, OWNER INSTALLED** FOOTBRIDGE HEADWALL SCALE: 11/2" = 1' 0" CIRCULAR PLANTER - N . I .C. SCALE: 1/2" = 1'-0" SITE DETAILS 4 SECTION 0" 2" 4" 8" SECTION 0" 6" 12" 24" Scale As indicated Date 9/11/2020 Sheet No. L6 . 5 d e c a COUNTERSINK AND PLUG WITH WOOD DOWEL architecture . inc 12"-18" DIA. FABRICATED LOG - SANDED 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com ENGINEERED 6. SMOOTH AND TREATED WITH TIMBER-PRO INTERNAL WOOD STABILIZER. BURY HALF WOOD L6.0 DEPTH FIBER GRIMW- M SURFACING L6.8 1 PLANTING SOIL GreenWorks, P.C. 38'-10 7/8" Landscape Architecture Environmental Design /XXI \ 24 NW 2nd Avenue, Suite 100 I Portland, Oregon 97209 COMPACTED AGGREGATE BASE Ph:503.222.5612/F:503.222.2283 Email: infoOgreenworkspc.com COMPACTED SUBGRADE TIGARD-TUALATIN SCHOOL 1=III=III=1 —_ DISTRICT ' -III_,;III=III=III=111=1 I-III-1 = I I-1 I I-III-I I I #4 REBAR 30" LENGTH @ 30° TEMPLETON PRE-K,CONFERENCE CENTER,AND O.C. RECESS 1" BELOW LOG DISTRICT SERVICES 36020 36020 AND SEAL W/ GLUED WOOD PLUG SET FLUSH. 9500 SW Murdock St. 36082 Tigard, OR 2 HORIZONTAL LOG EDGER 97224 SECTION NOT TO SCALE 36017 36020 / O USE ZONE ��j1 STEh, 36015 O 4 • 383 � 1 O 36013 12"-18"0 ��OREGON0 36082 HEIGHT TO VARY .qpE AR / \ FABRICATED LOG - SANDED SMOOTH / 36063AND TREATED WITH TIMBER-PRO / 36020 36020 ' 0 INTERNAL WOOD STABILIZER Ci N W I 1/4" THICK HOLLOW CELL FOAM I WHERE ADJACENT TO CONCRETE SURFACE VARIES-SEE PLANS 36020 \\ \ co Ci 36011 N ILL! 4 / � III=11 I III=III ' 1=III III—II Cl) ' ' - COMPACTED AGGREGATE BASE I 36010 / 1 II 1 I COMPACTED SUBGRADE I=1 I =1 I I =1 11=1 11=1 11=1 11=1 11 -- 11=1 I I III= 11-1�1=1 I 36036 / I—I 3^ TYP. " '—I -1 I I 1=1 11=1 1 i' \ 36012 —III=III— ' 36021 36036 / PLAN KEY: \ � 3 ! TICAL LOG EDGER36036 SION NOT To SCALE J 36014 36021 / NOTES: 1. BURY A MIN. OF 1/3 OF OVERALL DIAMETER OF BOULDER BELOW GRADE. BOULDER MUST REST IN STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. SUBGRADE I AND SURROUNDING SOIL MUST BE STABLE AND CAPABLE OF SUPPORTING BOULDERS WITHOUT SETTLING. BOULDERS MUST BE SECURE 2. GROUP BOULDERS AS SHOWN ON PLANS. REMOVE ALL SHARP 3. COORDINATE LAYOUT IN FIELD WITH OWNER'S REPRESENTATIVE CORNERS AT THE 36W4 DISCRETION OF OWNER'S I / REPRESENTATIVE Issue Revision Date 36003 / P.LP. RUBBERIZEDSAFETY 5 BOULDER SIZES 100% CONSTRUCTION DOCUMENTS \ \ / NOTES: SURFACING L6.0 VARY 24" TO 36" N FINISH GRADE 1) VERIFY THERE ARE NO OBSTRUCTIONS � N / — — WITHIN FALL ZONE. \ / 2) FOLLOW MANUFACTURER INSTRUCTIONS \\//" \ _ — FOR BOTH LAYOUT AND INSTALLATION. \ %\ PLANTING SOIL DEPTHS VARY III---= —_ - -_ - - _ _ — 1 l l 111111 1=1 1=1 1=1 1=1 1=11 6" COMPACTED AGGREGATE BASE =III= I IEEI I I—III=III COMPACTED SUBGRADE TYKE TRACK PLAYGROUND SYSTEM - OFCI SCALE: 3/8" = 1'-0" BOULDER AT PLAYGROUND SURFACING EDGE SCALE: 1/2" = 1'-0" SITE DETAILS _ n, PLAN 0" 8" 16" 32" SECTION 0" 6" 12" 24" Scale As indicated Date 9/11/2020 Sheet No. L6 . 6 t18" CROWN LOG TO ALLOW FOR DRAINAGE 11-6" 3'-0" 1'-6" 1/2" CHAMFER EDGES d e c a FABRICATEDLOG - SANDED architecture . inc SMOOTH AND TREATED WITH TIMBER-PRO 112" CHAMFER ALL EDGES a' STAINLESS STEEL PL1/2x6x6-WELD FABRICATED LOG - SANDED SMOOTH AND 935 SE Alder Street : Portland Oregon 97214 tal 503 239 1987 fax 503 239 6558 deca-inc.com �o CONT. TO HSS ROUND POST I TREATED WITH TIMBER-PRO INTERNAL WOOD STABILIZER NOTES: FS 4 FS 1.ALL WELDS TO BE 3/16" CONTINUOUS. CONCRETE PAVING 2. POWDER COAT ALL METAL MATTE GREED ° ° t4 "CONCRE BLACK EXCEPT SURFACE TO RECEIVE ° CONCRETE PAVING LOG. -"M _ " GreenWorks, P.C. 11-0"O Landscape Environmental eni I Architecture I a , I' I a I. I e LOG BENCH —III ) ' IIIA LOG BENCH —III L67 A —— IIII ° BRACKET ° ° BRACKET a ° , I—III I I I—I I I ° a '° a 1 II I I—I I I ° 24 NW 2nd Avenue, Suite 100 —III ° ° , ° TE FOOTING Portland, Oregon 97209 III .. — III=III IIIIII ) I—III COMPACTED AGGREGATE BASE Ph:503.222.5612/F:503.222.2283 46 CONCRETE FOOTING °, 4, TOP PLATE: P.C. MILD Email: infofdgreenworkspc.com =III =II =III=III ) _ COMPACTED AGGREGATE BASE COMPACTED SUBGRADE PL12"X 8" X 1/2" _ I—_ 9 TIGARD-TUALATIN SCHOOL COMPACTED SUBGRADE I= III= NOTES: 5/8"0 HOLE N 4 EA DISTRICT 1. ALL LOGS TO BE FABRICATED PER SPECIFICATIONS. M.S. 2 X 1/2 GUSSET-4 EA _ _ _ METAL FABRICATOR NOTES: _ _ _ _ _ _ I— 2. LOG CARPENTER SHALL DELIVER LOGS FULLY TEMPLETON PRE-K,CONFERENCE CENTER,AND 4" 1 -1'-6" III 4" 1IT 1. ALL METAL WELDS TO BE -III 4" II1'-6"IIIIII 11' 6"=III III=1'16"=III 4° 1 —III- FABRICATED WITH METAL BRACKETS TO THE SITE. DISTRICT SERVICES 3/16"AND GROUND SMOOTH — — _ — _ _ _ _ _ _ - GENERAL CONTRACTOR SHALL INSTALL LOGS, 9500 SW Murdock St � 1 I i1 I I�IIII I I_�I—III—III-III—� � I I BOULDERS, AND CONCRETE FOOTINGS. Tigard, OR LOG BENCH SCALE: 1" = 1'-0 97224 1 SECTION 0" 3" 6" 12" wC$ ST'PR POST: M.S. HSS 3" X 114" (ROUND POST) �, , 383 d M.S. 2" X 1/2" GUSSET NOTES: OREGON W NOTES: 5/8"0 HOLE-4 EA � 1. BURY A MIN. OF 113 OF OVERALL DIAMETER OF ADJACENT PAVING, CONDITION 1. BURY A MIN. OF 314 OF OVERALL HEIGHT OF BOULDER ADJACENT PAVING, CONDITION BOULDER BELOW GRADE. BOULDER MUST REST IN VARIES- SEE PLANS BELOW GRADE. BOULDER MUST REST IN STABLE VARIES- SEE PLANS BOTTOM PLATE: POSITION FULLY SUPPORTING ITS OWN WEIGHT. M.S. PL12"X 12" X 1/2" STABLE POSITION FULLY SUPPORTING ITS OWN WEIGHT. EXPANSION JOINT WHERE SUBGRADE AND SURROUNDING SOIL MUST BE STABLE EXPANSION JOINT WHERE SUBGRADE AND SURROUNDING SOIL MUST BE STABLE ADJACENT PAVING IS AND CAPABLE OF SUPPORTING BOULDERS WITHOUT ADJACENT PAVING IS 1'-0" AND CAPABLE OF SUPPORTING BOULDERS WITHOUT CONCRETE SETTLING. BOULDERS MUST BE SECURE. CONCRETE SETTLING. BOULDERS MUST BE SECURE. BOULDER SIZES VARY 12" TO 36" BOULDER SIZES VARY 18" TO 24" A. ELEVATION 2. GROUP BOULDERS AS SHOWN ON PLANSFINISH GRADE, CONDITION 2. GROUP BOULDERS AS SHOWN ON PLANS FINISH GRADE, CONDITION 3. COORDINATE LAYOUT IN FIELD WITH VARIES- SEE PLANS 3. COORDINATE LAYOUT IN FIELD WITH VARIES- SEE PLANS 1'-0" OWNER'S REP. OWNER'S REP. N 00 �\ 0 11 II 0 TOP PLATE: S.S. PL12" X 8" X 1/2" 1=� POST: M.S. HSS 3"X 1/4" ROUND POS =I I =I 101 I=1 11- °° - -I1=I II I I=1 11=I 11=I I I=I I I=I I I -1 -1 -_i 1`� 1 I=III=III=1 1=III-I I. 1Ii-III-1 1=III=III 1�III11 1=1 I-I t-1 -III=1 I- �r M.S. 2" X 1/2" GUSSET 1I- �_� CRUSHED ROCK BASE 0 I I 0 li i it—li. CRUSHED ROCK BASE PREPARED SUBGRADE PREPARED SUBGRADE PLAN KEY: EMBEDDED BOULDER SCALE: 1/2" = 1'-0" STEPPING STONE SCALE: 1/2" = 1'-0" B. PLAN (TOP PLATE) 2 SECTION 0. 6 12" 24" SECTION 0. 6. 12" 24" " " TYP. 1'-0" 12 -18 0 REMOVE ALL SHARP CORNERS 1/2 WIDTH VARIES- SEE PLANS �, BASALT COLUMN 5180x1-1/2 SLOTTED HOLE, TYP. 4-6" ROUND I I 114"THICK HOLLOW CELL FOAM —PL 3/4x10x10 - STAINLESS STEEL Issue Revision Date RIVER ROCK „U _\ HSS 114x3- STAINLESS STEEL ROUND POST 100% CONSTRUCTION DOCUMENTS CONCRETE A ° a L6.1 PAVING SIJ FB 1/2x2 - STAINLESS STEEL GUSSET N //�/�� � EMBEDDED I I \\ \\ \\ III— L6.7 BOULDER w 12"-18" BOULDER COMPACTED AGGREGATE BASE DRY CREEK SOIL MIX: 518 -III=III-IIIIII-III=IIIIII-III-IIIIIIIIIIII-III- BLEND 50% I =I I I=I i COMPACTED SUBGRADE C. PLAN (BOTTOM PLATE) III ;III 111—I 1=1 1-111= 1 I I 1 I I=I 11—I I I 11 II I_ STORMWATER WITH ;VIII I I—IIIIIIII1=III—III—III—III I- 50% PLANTING SOIL =IIIIII_ l II iI1 -1 Ill llIII III III IIII ,I 1 1I1-1I1-1I1-� 11ii11i1, llil l 11115!nPll 1= NATIVE ilillill lll�l 11 Iilllil_lil NATIVE SOIL DRY CREEK BED SCALE: 1" = 1' o BASALT COLUMN SEAT LOG BENCH BRACKET SITE DETAILS 4 SECTION 0" 3" 6" 12" SECTION NOT TO SCALE VARIES NOT TO SCALE Scale As indicated Date 9/11/2020 Sheet No. L6 . 7 NOTES: EDGE OF PLANT BED OR NOTE: 1. BARK MULCH LAYER IS AN ADDITION TO THE PLANTING SOIL AND IS NOT THE FINISH GRADE. ADJACENT PLANT MASSING PRIOR TO PLANTING, REMOVE PLANT FROM d e c a 2. CONFIRM THE SUBGRADE IS AT THE PROPER ELEVATION PRIOR TO FINAL PLANTING SOIL INSTALLATION, CONTAINER AND LOOSEN SIDES BY LIGHTLY OC SPACING architecture . i n c 3. SUBGRADE TO SLOPE TO SUBSURFACE DRAINAGE LINES AND AWAY FROM STRUCTURES IF PRESENT. AREA FOR PLANT SPACING ADJUSTMENT TEASING OR SCRATCHING ROOT MASS. TYP _ CONTINUOUS EQUALLY SPACED OUTER tel 503 Alder987e faxP503 239 6558 dew-inc.com BARK MULCH / + a ROW AT EDGE OF PLANTING BED - FOLLOW �GROUNDCOVER-TYP BEDLINE AS DELINEATED ON THE PLANTING ° FINISH GRADEPLAN AND LOCATE PLANTS ONE-HALF OF a a ON CENTER DISTANCE FROM EDGE OF N SET ROOT CROWN 1l2 ABOVE GREEG BEDLINE, OR ADJACENT PLANT MASSING, FINISH GRADE-TYP a° UNLESS INDICATED OTHERWISE XM BARK MULCH KEEP 1" AWAY Green Works, P.C. PLANTING SOIL _"� / / / / / / / / FROM CROWN Landscape Architecture TRIANGULAR OC SPACING AS SPECIFIALL PLANTS SHALL BE PLANTED AT D EQUAL \�� \\ \� Environmental Design °< ON PLANTING PLAN - TYP %j�/j /jam/j\�/j� /j�/j�// //�� 24 NW 2nd Avenue, Suite 100 a \\/\\ /\\/\\/\\/ \\/\\/\\/ /\\/ Portland, Oregon 97209 a //\//\ //\//\//\ //\//\//\//\ /\/ //\\//\\//\\//\\//\\//\\//\\//\\/\\/\\/\\/\\ \�' 1 Ph:503.222.5612/F:5 03.222.2283 �G OC 6 LOCATE PLANTS ONE-HALF OF ON-CENTER \ \j\j\j�\j\\/A PLANTING SOIL Email: intordgreenworkspc.com SUBGRADE PREPARATION cc SPACING DISTANCE PLUS 6 < _ " FROM ANY CURB, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ C3 an a e SIDEWALK, OR OTHER HARD SURFACE / TIGARD-TUALATIN SCHOOL - —III—IIIIIIIII —III III I ( a UNLESS INDICATED OTHERWISE DISTRICT I ill1 I I1 I I1 I I=1 I I1 I I1 I I=1 I I=1 I I F ` ° 1 I I III II1 I I-1111 I I1 1 11 I I-I I I- _ 1 _III EXISTING SUBGRADE 0 —111-1 I I—_1 I I- 11=� TEMPLET PRE-K,CONFERENCE CENTER,AND EDGE OF PAVEMENT, CURB OR OTHER SE DISTRICT SERVICES HARD SURFACE 9500 SW Murdock St. Tigard, OR PLANTING SOILPLANT SPACING DIAGRAM 3 GROUNDCOVER PLANTING 97224 SECTION NOT TO SCALE SECTION NOT TO SCALE PLAN NOT TO SCALE �Ot STERE • 383 NOTE: PREVAILING WIND—> NOTE NOTES: OREGON � PRIOR TO PLANTING, REMOVE PLANT TREE STAKES SHALL NOT 1. ROOT CROWN TO BE VISIBLE BEFORE TREE IS SET. REMOVE J� ~ FROM CONTAINER AND LOOSEN SIDES TREE STAKE - TYP INTERFERE WITH TREE BRANCHES. TOP OF ROOT BALL MEDIA TO LOCATE IF NEEDED. SET ROOT CROWN (TRUNK FLARE) 91'E ARG BY LIGHTLY TEASING OR SCRATCHING \�—PLANTING PIT- TYP 2. REMOVE TWINE, METAL BASKET, AND BURLAP ENTIRELY 2" ABOVE FINISH GRADE - SEE NOTE 1 ROOT MASS. SHRUB DECIDUOUS TREE FROM ROOT BALL AFTER TREE IS SET. BURLAP SHALL BE TREE TRUNK- TYP CUT DOWN TO BASE OF ROOT BALL (DO NOT FOLD BURLAP). BARK MULCH KEEP 4" MIN AWAY / \ TREE TIE - TYP BURLAP ON BOTTOM MAY REMAIN IF NON-SYNTHETIC. ALL FROM TRUNK SET CROWN OF ROOT BALL 1" SINGLE STAKE PLAN 2 X 2 X 8' LONG TREE STAKES MATERIALS REMOVED FROM ROOT BALL PACKAGING SHALL ABOVE FINISH GRADE BE REMOVED FROM PLANTING PIT. — -� SET IN FIRM SOIL REMOVE ROOT BALL PACKAGING BARK MULCH - KEEP 2" AWAY _ AFTER TREE IS SET- SEE NOTE 2 FROM CROWN TREE TIES LIGHTLY TAMP SOIL AROUND ROOT FG _ -. _ BALL TO STABILIZE TREE TWO STAKE PLAN z 22 i— 18" MIN PLANTING SOIL o W 7 TREE PLANTING FG 7�7� 0° i— w i\\/\\/\\/\\/ \\/ /\\/\ \' TYA Z /\\/\\/\\/\\ /\\/\\ \ / / / / PLANTING SOIL SCARIFY SIDES AND BOTTOM OF _ , FG EXCAVATION y ///\/,k /\/ - SCARIFY SIDES AND BOTTOM OF EXCAVATION ROOT BALL TO REST ON STABLE > (— EXISTING SUBGRADE OR ROOT BALL TO REST ON STABLE 2X ROOT BALL DIA RECOMPACTED SUBGRADE SOIL _ Z _ — — 2X ROOT BALL DIA EXISTING SUBGRADE OR THREE STAKE PLAN -�rl i 1=1" RECOMPACTED SUBGRADE SOIL PLAN KEY: 4 SHRUB CONTAINTER PLANTING W/ PLANTING SOIL C� DECIDUOUS TREE - STAKIG T!N ...... EE PLANTING - B&B W/ PLANTING SOIL SSECTION / PLANSION NOT TO SCALE NOTE: SPRAY HEAD SHALL BE A MINIMUM TOP OF BARK MULCH 10" ROUND VALVE BOX NOTES: OF 1"AND MAXIMUM OF 3" FROM EDGE TOP OF BOX FLUSH IN LAWN / 1/2" ABOVE 1. EXTEND IRRIGATION SLEEVES 24" BEYOND EACH OF WALK, PAVING, CURB, OR EDGER. TOP OF TURF/ LAWN FG SIDE OF PAVING. MULCH IN PLANTING BEDS 2. SLEEVE PIPE DIAMETER TO BE A MINIMUM OF TWO _ + QUICK COUPLER VALVE - MOUNT ABOVE BASE TIMES PIPE DIAMETER(S) IT CONTAINS. OF VALVE BOX AND ADJUST HT AS 3. 24" MINIMUM DEPTH UNDER PEDESTRIAN WALKS; ROOFING NAIL TO MARK SLEEVE FGIII- I NECESSARY TO ACCEPT KEY 36" MINIMUM DEPTH UNDER VEHICULAR PAVING. "TRENCH BACKFILL AREA" WITH - Issue Revision Date =III III FILTER FABRIC AGGREGATE BACKFILL POP-UP SPRAY HEAD ASSEMBLYWARNING TAPE- IN TRENCHES UNDER 100% CONSTRUCTION DOCUMENTS — — (4) STANDARD UNIT PAVING BLOCK FS ROADWAYS ONLY III SWING JOINT COMPONENTS: —III - 6" DEPTH DRAINAGE BACKFILL TABLE A Z (1) POLY-PIPE 4' MAX LENGTH, - SCH 80 PVC NIPPLE - 3/4" X 8" MIN M PAVING AND BASE (2) ELBOWS _ SCH 40 PVC STREET ELL A 0 =I (1) MARLEX STREET ELBOW — _ (NPS) B C D z II = TRACER WIRE _ SCH 40 PVC T X T 90 DEG ELL ,,, - w -III "PIPE ZONE" WITH SAND ; <4 6 4 8 � -� - (2) ELBOWS SCH 80 PVC NIPPLE 314 X 8 MIN o = = 1 1= IMAINLINE 4" 10" 4" 8" BACKFILL POLY-PIPE ( SLEEVE (NPS) - SEE TABLE A = =III= I- 1 III_III—_ SCH 40 ELBOW OR TEE g" 10" 6" 0" v LATERAL LINE — -III SCH 40 PVC STREET ELL — = MARLEX STREET ELBOW #4 REBAR X 36" LONG - FASTEN WITH (2) SSTL 10" 10" 6" 10" B A B BEDDING COURSE WORM DRIVE HOSE CLAMPS 12" 12" 6" 10" PVC SCH 40 TEE OR ELBOW PLANTING AND SPRAY HEAD ASSEMBLY fin( QUICK COUPLER VALVE ASSEMBLY Q TRENCHING - SLEEVE UNDER PAVEMENT IRRIGATION DETAILS 7 SECTION NOT TO SCALE v SECTION NOT TO SCALE SECTION NOT TO SCALE Scale As indicated Date 9/11/2020 Sheet No. L6 . 8 NOTE: REPAIR TRENCH SETTLEMENT AND RESTORE d e c a FINISH GRADES PRIOR TO SEEDING, PLANTING architecture . inc AND MULCHING. 6" MIN FROM EDGE OF TRENCH, PAVING 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com OR FOOTING PLANTING SOIL GREEN FRA FG _ _ _ GreenWorks, P.C. z III _ TRACER WIRE Landscape Architecture III— Environmental Design co LATERAL LINE 24 NW 2nd Avenue, Suite 100 ` SATISFACTORY SOIL BACKFILL Portland, Oregon 97209 Ph:503.222.5612/F:503.222.2283 Cl) �. I= Email: infofulgreenworkspc.com MAINLINE TIGARD-TUALATIN SCHOOL COMMON AND CONTROL WIRE DISTRICT (BUNDLE AT 10' INTERVALS) TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR (D TRENCHING IN PLANTING AREAS 97224 SECTION NOT TO SCALE ti0I STEh,'� • 383 OREGON -'� l P�'PE Ay ti PLAN KEY: go Issue Revision Date 100% CONSTRUCTION DOCUMENTS PLANTING AND IRRIGATION DETAILS Seale As indicated Date 9/11/2020 Sheet No. L6 . 9 STANDARD PLUMBING ABBREVIATIONS PLUMBING PIPING PLUMBING SYMBOLS GENERAL NOTE AD AREA DRAIN ID INSIDE (DIAMETER/DIMENSION) W W WASTE (ABOVE GRADE OR FLOOR) THIS IS A STANDARD LEGEND SHEET. THEREFORE, SOME SYMBOLS MAY ADA AMERICANS WITH DISABILITIES ACT IE INVERT ELEVATION I TB THRUST BLOCK APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. AFF ABOVE FINISHED FLOOR IN INCH ES — — —W— — — W WASTE (BELOW GRADE OR FLOOR) � INCH(ES) AHP APPARATUS HOUSING PLENUM INSUL INSULATION SD SD STORM DRAIN (ABOVE GRADE OR FLOOR) 1 CO CLEANOUT ALT ALTERNATIVE ISOL ISOLAT(OR)(ION) — — —SD— — — SD STORM DRAIN (BELOW GRADE OR FLOOR) 1 WCO WALL CLEANOUT �+ AL ALUMINUM JP JOCKEY PUMP FCO FLOOR CLEANOUT MISC. VALVES & COCKS d e c a OD OD OVERFLOW DRAIN (ABOVE GRADE OR FLOOR) AP ACCESS PANEL JS JANIOR SINK CTG CLEANOUT TO GRADE architecture . i n c APPROX APPROXIMATELY KW KILOWATT — — —OD— — — OD OVERFLOW DRAIN (BELOW GRADE OR FLOOR) SHUT-OFF VALVE c FD FLOOR DRAIN ARCH ARCHITECT(URAL) KWH KILOWATT HOUR D D DRAIN (CONDENSATE/INDIRECT) GLOBE VALVE 935 SE Alder Street : Portland Oregon 97214 AUTO AUTOMATIC L LENGTH - — — — — — — — - V VENT c AD AREA DRAIN S SHUT-OFF VALVE W/TAMPER SWITCH tel 503 239 1987 fax 503 239 6558 deca-=nc.com BLDG BUILDING LB POUND CB CATCH BASIN ,s, BOP BOTTOM OF PIPE LF LINEAR FEET — — — CW COLD WATER TRIPLE DUTY VALVE — — — — — — — FS FLOOR SINK BSMT BASEMENT MAX MAXIMUM HW HOT WATER CHECK VALVE BTU BRITISH THERMAL UNIT MBH THOUSAND BTU PER HOUR RHW RECIRCULATING HOT WATER RD ROOF DRAIN � � 2-WAY CONTROL VALVE BTUH BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY TW TW TEMPERED WATER 0 OD OVERFLOW DRAIN 3-WAY CONTROL VALVE BV BALANCING VALVE MECH MECHANICAL HTW HTW 140° HOT WATER TD TRENCH DRAIN CALC CALCULATION MFR MANUFACTURER BALANCING VALVE CFH CUBIC FEET PER HOUR MIN MINIMUM ••••'• RHTW RHTW 140° RECIRCULATING HOT WATER FC ��:••� "" PA E FLOW CONTROL VALVE ���� ���� :••SSS CFM CUBIC FEET PER MINUTE MISC MISCELLANEOUS RTW RTW RECIRCULATING TEMPERED WATER CFS CUBIC FEET PER SECOND MS MOP SINK SYMBOLS SOLENOID VALVE CI CAST IRON MTD MOUNTED CL CENTERLINE NC NORMALLY CLOSED ACCESS PANEL OK CAP EXISTING I CAP FOR FUTURE —�, • PRESSURE REDUCING VALVE CLG CEILING OR COOLING NIC NOT IN CONTRACT B MAVQ pae-engineers.com O BELOW GRADE I FLOOR ® RELOCATE EXISTING AIR VENT MANUAL CO CLEAN OUT NO NORMALLY OPEN AAV CONC CONCRETE OC ON CENTER DISTANCE © CONNECT TO EXISTING O REMOVE EXISTING Q AIR VENT AUTOMATIC TIGARD-TUALATIN SCHOOL CONN CONNECT(ION) OD OVERFLOW DRAIN DISTRICT CONT CONTI N U E(ED)(UATION) OS&Y OUTSIDE SCREW&YOKE GATE VALVE ANGLE RELIEF VALVE CP CIRCULATING PUMP PD PLANTER DRAIN O EXISTING TO REMAIN ® NUMBERED NOTE STRAINER TEMPLETON PRE-K, CONFERENCE CENTER,AND CV CHECK VALVE P/FT PITCH PER FOOT DISTRICT SERVICES DF DRINKING FOUNTAIN PG PRESSURE GAUGE Q REVISION NUMBER STRAINER WITH SLOWDOWN DFU DRAINAGE FIXTURE UNIT PH PHASE DV DRAIN VALVE Tigard, SW Murdock St. DI DEIONIZER PIV POST INDICATING VALVE HB Tigard, OR 97224 DIA DIAMETER PRV PRESSURE REDUCING VALVE , HOSE BIBB DN DOWN PSI POUNDS PER SQUARE INCHET-XXX �WH WALL HYDRANT DR DRAIN PSIG POUNDS PER SQUARE INCH (GAUGE) UNIT NUMBER G GH GROUND HYDRANT `` p DROP DROP (WITHIN FLOOR) R (RAD) RADIUS FLOOR UNIT IS DETAIL NUMBER SYSTEM TYPE F&T/IB S\ �yG t 8� . DWG DRAWING RISE RISE (WITHIN FLOOR) LOCATED ON C DWG. SHEET NO. RISER NUMBER STEAM TRAP V �1 32 (E) EXISTING RD ROOF DRAIN EQUIPMENT TYPE EDR EXPRESS DRAIN RISER REV REVISION I PRESSURE GAUGE EFF EFFICIENCY RPM REVOLUTIONS PER MINUTE EQUIPMENT DETAIL CALLOUT RISER TAG ELEC ELECTRIC(AL) SA SHOCK ABSORBER I It PRESSUREITEMPERATURE TEST PLUG ' ELEV ELEVATION SAD SEE ARCHITECTURAL �+ S P. 2020-09-11 ENGR ENGINEER SE SEWAGE EJECTROR MISC. FITTINGS & SYMBOLS THERMOMETER EMRES 12_31_202= EQ EQUAL SECT SECTION EQUIP EQUIPMENT SF SQUARE FOOT(FEET) Q FLOW SWITCH ET EXPANSION TANK SH SHOWER No DIRECTION OF FLOW 4 EWC ELECTRIC WATER COOLER SIM SIMILAR TEMPERATURE TRANSMITTER EWH ELECTRIC WATER HEATER SK SINK _ DIRECTION OF SLOPE SQ (SIZE) SHOCK ARRESTOR EWT ENTERING WATER TEMPERATURE SPEC SPECIFICATION PIPE SLEEVEVQ EXIST EXISTING SS SERVICE SINK REDUCER WFM VACUUM BREAKER EXP EXPANSION SQ SQUARE WATER FLOW METER F DEGREES FAHRENHEIT SQ IN SQUARE INCH(ES) ANCHOR RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY FCO FLOOR CLEANOUT STL STEEL ELBOW(90°) DCVA FD FLOOR DRAIN STRUCT STRUCTUR(E)(AL) ELBOW(45°) DCDA DOUBLE CHECK VALVE ASSEMBLY FDC FIRE DEPARTMNET CONNECTION TDH TOTAL DISCHARGE HEAD DOUBLE CHECK DETECTOR ASSEMBLY FHC FIRE HOSE CABINET TEMP TEMPERATURE = TEE 3WV CROSS �U�� BACKWATER VALVE FHV FIRE HOSE VALVE TMV TEMPERATURE MIXING VALVE FHVC FIRE HOSE VALVE CABINET TOP TOP OF PIPE UNDERGROUND GATE VALVE WIBOX PIV FILT FILTER TPV TRAP PRIMER VALVE UNDERGROUND GATE W/POST INDICATOR FL FLOOR TS TAMPER SWITCH PIPING CONNECTIONS FLA FULL LOAD AMPACITY TSP TOTAL STATIC PRESSURE �' � OUTSIDE SCREW& YOKE FLEX FLEXIBLE TYP TYPICAL JOINT OR COUPLING POINT —��� Y PATTERN BOILER BLOWDOWN VALVE FP FIRE PUMP LION UNLESS OTHERWISE NOTED UNION NON-RETURN STOP VALVE FPD FLUID PRESSURE DROP UP UP (PENETRATES FLOOR SLAB) ��— FLANGED CONNECTION �G FPM FEET PER MINUTE UR URINAL QUICK OPENING BOILER BLOWDOWN VALVE FPS FEET PER SECOND V VOLTS 7 CAP GAS COCK VALVE FS FLOW SWITCH VB VOLUME BREAKER PLUG OR BLIND FLANGE RELIEF VALVE FSK FLOOR SINK VEL VELOCITY v� FT FEET/FOOT VERT VERTICAL O RISER MIXING VALVE FU FIXTURE UNIT VFD VARIABLE FREQUENCY DRIVE ELBOW UP PUMP FUT FUTURE VTR VENT THROUGH ROOF 0 ELBOW DOWN GA GAGE/GAUGE W WIDTH 0 TEE UP GAL GALLON WC WATER CLOSET TEE DOWN DEMOLITION LEGEND GALV GALVANIZED WCO WALL CLEANOUT GPH GALLONS PER HOUR WFU WATER FIXTURE UNITS HORIZONTAL TEE GPM GALLONS PER MINUTE WG WATER GAUGE FLEXIBLE CONNECTION - — — — — — — — i REMOVE EXISTING PIPE GV GATE VALVE WPD WATER PRESSURE DROP BALL JOINT H HEIGHT WTD WATER TEMPERATURE DROP HB HOSE BIBB WTR WATER TEMPERATURE RISE —� MC MECHANICAL COUPLING HD HUB DRAIN W/ WITH HEAT TRACE NEW AND EXISTING WORK HORIZ HORIZONTAL W/0 WITHOUT HP HORSEPOWER ZONE ZONE ` PIPE CONTINUATION HT HEAT TRACE EXISTING PIPING NEW PIPING Issue Revision Date SYMBOLS, LEGENDS AND ABBREVIATIONS - PLUMBING Scale NONE Date 09/11/2020 Sheet No. P001 PLUMBING DESIGN CRITERIA DOMESTIC WATER PIPING SYSTEM: BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, APPENDIX A 'RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM'. PIPING SIZED ON 3 PSI/100 FT. DROP, VELOCITIES NOT TO EXCEED 8 FT./SEC. (COLD WATER) d e c a AND NOT TO EXCEED 5 FT./SEC. HOT WATER). WASTE AND VENT PIPING SYSTEM: a Y' C h 1 t e C t u r e . 1 n C BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, CHAPTER 7, 'SANITARY DRAINAGE'. ALL WASTE PIPING SIZED AT 1/4"/FT. SLOPE UNLESS OTHERWISE NOTED. 935 SE Alder Street : Portland Oregon 97214 ROOF DRAIN/STORM DRAIN PIPING SYSTEM: tel 503 239 1987 fax 503 239 6556 deca-Inc.com BASIS OF DESIGN: 2017 OREGON PLUMBING SPECIALTY CODE, CHAPTER 11, 'STORM DRAINAGE'. STORM DRAIN PIPING SIZED AT 1/8"/FT. SLOPE UNLESS OTHERWISE NOTED AND A RAINFALL RATE OF 1.3"/HR. DOMESTIC COLD WATER PIPE SIZING DOMESTIC HOT WATER PIPE SIZING PIPE SIZE MAX FLOW MAXIMUM FIXTURE UNITS PIPE SIZE MAX FLOW MAXIMUM FIXTURE UNITS ALL WATER PIPE SIZED PER (IN) (GPM) FLUSH TANK FLUSH VALVE ALL WATER PIPE SIZED PER (IN) (GPM) FLUSH TANK ••••" 'e•• ••e' PA E 2017 OR PLUMBING CODE APPENDIX A 3/4" 2 1 - 2017 OR PLUMBING CODE APPENDIX A 1!2" 2 1 ..a e..�����e•� 1" 5 6 3/4" 5 6 BASED ON: 1-1/4" 17 24 - 1" 10 13 3 PSI PER 100 FT PRESSURE DROP 1-1/2" 27 46 10 BASED ON: 1-1/4" 17 24 VELOCITY UNDER 8 FT/SEC 2" 58 165 69 3 PSI PER 100 FT PRESSURE DROP 1-1/2" 27 46 pae-engineers.com 2-1/2" 100 380 245 VELOCITY UNDER 5 FT/SEC 2" 49 123 3° 180 809 775 2-1/2" 78 264 TIGARD-TUALATIN SCHOOL 3" 110 431 DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER,AND KITCHEN EQUIPMENT CONNECTION SCHEDULE MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE DISTRICT SERVICES TAG 9500 SW Murdock St. HOT NUMBER LOCATION DESCRIPTION ELECTRICAL Tigard, OR 97224 WATER MASTER MIXING VALVE TAG ROUGH-IN SIZE INCHES DEMAND 22 GPM FLOW RATE, WITH 15 PSI LOSS NUMBER DESCRIPTION W V I CW HVV I W G GPH NOTES MMV-101 STORAGE 121 140°F INLET TEMPERATURE P1 HAND WASHING SINK 1 1/2 1 1/2 - - - 120°F OUTLET TEMPERATURE p P2 HAND WASHING SINK - - 1/2 1/2 10 2, 3 BASED ON: LEONARD TM HIGH-LOW SERIES G t N p P3 I FLOOR SINK 4 2 - 1 ELECTRONIC TRAP PRIMER GENERAL NOTES: TP-116 TOILET 116 1-16 OPENING MANIFOLD CALIBRATED FOR EQUAL WATER 120 V, 1 PH _1 32 A. MAKE ALL ROUGH-INS AND FINAL CONNECTIONS IN CONFORMANCE WITH LOCAL CODES. INCLUDE TRAPS, TAIL PIECES, AND LINE STRAINERS AS REQUIRED. TP-124 TOILET 124 DISTRIBUTION, 3/4" INLET CONNECTION W B. FURNISH AND INSTALL ALL FLOOR SINKS AND FLOOR DRAINS FLUSH WITH FINISH FLOOR. TP-126 TOILET 126 BASED ON: PRECISION PLUMBING PRODUCTS PRIMETIME ELECTRONIC TRAP PRIMER, PT SERIES C. FURNISH AND INSTALL ALL SINK INDIRECT AND DIRECT WASTE LINES. REFER TO FOOD SERVICE PLANS FOR INDIRECT WASTE PIPE ROUTING. TP-129 TOILET 129 D. FURNISH AND INSTALL STAINLESS STEEL OR CHROME PLATED ESCUTCHEON PLATES FOR ALL WATER LINES PENETRATING COUNTER TOPS AND BACK SPLASHES. TP-205 MEN'S TOILET 205 X�11WW.. 19 ' E. TAG NUMBERS CORRESPOND TO EQUIPMENT TAGS ON KITCHEN PLANS. SEE FOOD SERVICE PLANS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. TP-420 TOILET 420 S P. ��\ 2020-09-11 F. SEE KITCHEN 1/4 SCALE PLAN FOR LOCATIONS OF ALL FIXTURES, PIPE ROUTING AND SIZING. NOTES: REDUCED PRESSURE BACKFLOW ASSEMBLY DfflRES 12-31-2021 1. ROUTE EXISTING PREP SINK DRAINS TO FLOOR SINK. REFER TO FOOD SERVICE PLANS FOR ADDITIONAL INFORMATION. RPBA-101 CUST 424 10 GPM @ 10 PSI HEAD LOSS 2. INSTALL AND CONNECT FAUCETS AND EQUIPMENT PROVIDED BY OTHERS. BASED ON: FEBCO 3/4" 3. ALL KITCHEN FIXTURES PROVIDED WITH 140F HOT WATER. PROVIDE POINT OF USE THERMOSTATIC MIXING VALVES AT CW & HW SUPPLIES TO PRESSURE REDUCING VALVE TEMPER WATER TO 10OF AT HAND WASH SINK LOCATION. SEE KITCHEN PLANS FOR LOCATIONS. PRV-101 CUST 424 90 PSIG INLET PRESSURE, REDUCED TO 60 PSI OUTLET PRESSURE 10 GPM BASED ON: WATTS NO. 223S 3/4" PLUMBING FIXTURE SCHEDULE TAG ROUGH-IN SIZE INCHES ELEC. NUMBER FIXTURE TYPE W V CW HW TW GPM/GPF CONNECTION DESCRIPTION WC-1 WATER CLOSET 4 2 1-1/2 - - 1.28 N FLOOR MOUNTED, MANUAL FLUSH VALVE WC-2 WATER CLOSET 4 2 1-1/2 - - 1.28 N FLOOR MOUNTED, MANUAL FLUSH VALVE, ADA WC-3 WATER CLOSET 4 2 1-1/2 - - 1.28 N FLOOR MOUNTED, MANUAL FLUSH VALVE, CHILD HEIGHT U-1 URINAL 2 1-1/2 1-1/4 - - 0.5 N WALL HUNG, MANUAL FLUSH VALVE U-2 URINAL 2 1-1/2 1-1/4 - - 0.5 N WALL HUNG, MANUAL FLUSH VALVE, ADA L-1 LAVATORY 2 1-1/2 1/2 1/2 - 0.5 N WALL HUNG, 20"X 18", MANUAL FAUCET, ADA L-2 LAVATORY 2 1-1/2 1 1/2 1/2 - 0.5 N WALL HUNG, 20"X 18", MANUAL FAUCET, ADA, CHILD HEIGHT L-3 MULTI FAUCET LAVATORY 2 1-1/2 1/2 1/2 - 0.5 N MULTI-USER WALL HUNG, 51"X 12"X 8", MANUAL FAUCET, ADA, CHILD HEIGHT S-1 SINK 2 1-1/2 3/4 3/4 - t5 N COUNTERTOP, 20"X 19"X 7-1/2", ADA SB-1 SUPPLY BOX WASHING MACHINE 2 1-1/2 1/2 1/2 - BOTTOM VALVE SUPPLIES, INTEGRAL SHOCK ARRESTOR EWC-1 ELECTRIC WATER COOLER 2 1-1/4 1/2 - - Y WALL HUNG, DUAL HEIGHT, ADA, BOTTLE FILLER HB-1 HOSE BIBB - 3/4 FREEZE PROOF, INTEGRAL VACUUM BREAKER, REMOVABLE KEY PLUMBING PUMP SCHEDULE PERFORMANCE MOTOR PUMP TAG FLUID FLUID FLOW HEAD EFFICIENCY VOLT/ MANUFACTURER NUMBER DESCRIPTION LOCATION SERVICE TYPE TYPE TEMP. (F) (GPM FT % HP PHASE RPM VFD & MODEL RHWP-101 RECIRCULATING HOT WATER PUMP STORAGE HW CIRCULATION IN-LINE DOMESTIC WATER 120 2 35 65 1/6 120/1 1750 NO TACO 121 WATER HEATER SCHEDULE ELECTRICAL STORAGE RECOVERY TAG CAPACITY @ 100F RISE NO. OF kW PER VOLT/ MANUFACTURER NUMBER DESCRIPTION LOCATION SERVICE TYPE (GAL) (GAUHR) ELEMENTS TOTAL kW ELEMENT FLA PHASE & MODEL EWH-101 ELECTRIC WATER HEATER STORAGE121 DOMESTIC HOT WATER ELECTRIC WATER HEATER 119 49 2 12 6 43.3/25 240/3 BRADFORD WHITE LE280T3-3 EWH-102 ELECTRIC WATER HEATER GYM ATTIC DOMESTIC HOT WATER ELECTRIC WATER HEATER 20 12 1 3 3 14.4 208/1 BRADFORD WHITE LE1201-3-3 Issue Revision Date TANK SCHEDULE SYSTEM TEMP. RANGE FILL MAX RELIEF MIN TANK MIN ACCEPTANCEMO.7 TAG PRESSURE PRESSURE VALVE VOLUME VOLUME MANUFACTURER NUMBER DESCRIPTION LOCATION SERVICE TYPE MIN °F MAX °F PSIG PSIG PSIG GAL GAL & MODEL DET-101 DOMESTIC WATER EXPANSION STORAGE DOMESTIC WATER THERMAL EXPANSION - POTABLE 60 140 50 80 100 15 10.5 AMTROL ST-12-C TANK 121 DET-102 DOMESTIC WATER EXPANSION CUST 424 DOMESTIC WATER THERMAL EXPANSION - POTABLE 60 140 50 80 100 6.4 3.2 AMTROL ST-30VC-DD TANK EQUIPMENT SCHEDULE - PLUMBING Scale Date 09/11/2020 Sheet No. P002 deca architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com PA E - - - - � N••N pae-engineers.com - -------------- -- ----- TIGARD-TUALATIN SCHOOL DISTRICT ' TEMPLETON PRE-K, CONFERENCE CENTER,AND i DISTRICT SERVICES a 9500 SW Murdock St. Tigard, OR 97224 GYM p CONFERENCE %' rol I Nash CENTER �% % P• �'\ 2020-09-11 MiES 12-31-2021 (E) PORCH ; BUILDING ------- ---------- e � o � PRE-K /\ PLAN KEY: 1 � J 7 .._ / O o ---- / PRE T O Y O J/ ® I S NDSlkAPE / _ � / \ O / Issue Revision Date L -J O O I SITE PLAN - PLUMBING ELEMENTARY SCHOOL Scale 1/16" = 1'-0" N Date 09/11/2020 SITE PLAN ; PLUMBING 1/16 = 1'-0" Sheet No. Pi 00 d e c a architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com 1 2 3 4 5 6 7 8 9 10 11? css 16 ••-••• LLU U > ...... Gee. Gees ZI PAEU I ...e.G W I • WOMEN'S • �� -S�,� •••��O RESTUj R 1 1 • HALL • / J. P152 P142 Z I I / \ pae-engineers.com 0 ' MEMS • \ \ / QU \ �—�--� .—� U II A RESTROOM— — �'' °� •�.� TIGARD-TUALATIN SCHOOL G •\ DISTRICT • ST E _ MECH LOB � \• 1 1 STORAGE ELE MROOMG . STAIRP1153 _P14 \ \ \, •�'\ \\- P154 P144 TE STRICT N PRE-K,CONFERENCE CENTER,AND - I 17� DISTRICT SERVICES g RING — _ _ _ _ _ _ _ _ - 9500 SW Murdock St. KIr / STORAGE ' / \ ��. \ Tigard, OR 97224 _1AR NG I' ST R I '0 , ) oF= / / STORE \ \ • STORAGE I \ • 1 • GYM I \ \ ,.,\ STORAGE / �j 32 STANDAGE \ /'y,�, AUDITOR M MEETING • 15 / / \ C RIIET \ RESOUI RCE \ �H r�N�\�; • TI CENTER\ / S P. �`'� 2020-09-11 — — — — — — — - i sra A ---- / STORAGE /�7^e 1 IXPIRES 12-31-2021 � T�QIL COIL\ �RE-K / i ECHANIC` • \ / • Fjt \ \ STORAGE ' LOBBY \ / K BREAK / R\ CARING OIL C SROOM i / CLOSET DILE \ / HALL / GE CONFERENCE CENTER ------------------- HALLCLASSROOM • / \ O � PRE-K O / i OIL S Q OIL CUS . SOCIALSERVICE 1 STORAGE / / • \ / OFFICES C / • / M S TOILET 'ONFER• / LCE / \ / ROOMIOFF W ICE \ / P E / / _ SMALL • / \ / CON OILE ROOM � / \ - � I SMALL / \ CONFERENCE ERENCE CONRFEER SNC / L / / OCIAL \ ROOMIOFFlCE R \ / / O S • SERVICE \ PARTNER MDF • • \ / LARGE / CONFERENCE OUTDOOR MY REFAMILY FAMILY PLAY ROOM / \T STORAGE / / N KINETIC PLAN KEY: LEARNING , A,PLAY CLASSROOM / • \ TOIL j�oM M / • MAIN P1 1 P1 1 • WORK OFFICE \ / / \ •I ROOMAFF&ST ROOM p EOpOL� L \ R VESTIBULE / / / / \ �� CLASSROOM H \\ / !Cy '�'�• \ u OIL o 0&)'.'140 c 12 13 \ / J \ 1 ooR o�Y� O \ I. / / - - O O 0 I �' \ / I I I \ Issue Revision Date / G \ L1 / �- i \1 0 / AZ 0 0 � I OVERALL MAIN FLOOR PLAN - PLUMBING Scale 1/1611 = 1'-011 N Date 09/11/2020 OVERALL MAIN FLOOR PLAN - PLUMBING �/ 1/16 = V-0" Sheet No. P 101 GENERAL NOTES: decaarchitecture . inc A. IT SHALL BE THE REPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 WITH THAT OF ALL OTHER TRADES, INCLUDING tel 503 239 1987 fax 503 239 6558 deca-Inc.com BUT NOT LIMITED TO: ELECTRICAL, HVAC PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. 1 2 3 4 5 6 7 8 9 10 11 16 B. VERIFY EXACT SIZES, LOCATIONS, INVERTS z AND ELEVATIONS PRIOR TO RUNNING ANY "sizs Uj Ui � 0 , PIPING. REFER TO ARCHITECTURAL =_• N==== Z 9 I i 20 i DRAWINGS FOR EXACT LOCATIONS OF ALL •••__� PA E ••� N w 1 / a FIXTURES AND EUQIPMENT. •:_:=sx w (E) ROOF $ z \ ; j / C. ALL PENETRATIONS THROUGH STRUCTURAL 0 ' oQ` CONCRETE WALLS, BEAMS,AND SLABS SHALL pae engineers.com —I — — — — — 1 — BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETE / ; \ SKYE GH SR PLACEMENT. TIGARD-TUALATIN SCHOOL � DISTRICT I I I y\ 17 D. PIPE SIZING IN ACCORDANCE WITH OREGON / TEMPLET PRE-K, CONFERENCE CENTER,AND PLUMBING SPECIALTY CODE 2017, IF NOT S SHOWN ON PLANS DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR 97224 EXHAUST FAN \ \ I (E)ROOF (E) ROOF ' \ \ fia I ped T �1 32 (N) ROOFTOP-MECHANICAL UNITS. 15 i SEE MECH \ I I� 2"VTR Gy 1 TYP S P. CG�� 2020-09-11 bRE-K ff (E) EXHAbSZr FAN 12-31-2021 CIA YLIGHTS / � ��PIRES I I / TYP O K i ,r O 0 \ (E)VENT PIPE R E — — — — — — — — — — O — � (N)TUBULAR t t t 7 O SKYLIGHTS CONFERENCE CENTER O ) ROOF RE-K (N)TU46LAR IN ALL (N) BUILT-UP ROOFING Q -- - SKYLIGHTS \/ NOTES: O ' E 4"VTR (N)TUBULAR o ; �r � 1. RECONNECT EXISTING GAS PIPING TO SKYLIGHTS, TYP Roz P NEW RTU'S. SEE MECHANICAL o � ; ,' � � \ DRAWINGS FOR ADDITIONAL SKYLLIGHTSIGHTE (E) ROOF i i R INFORMATION. 7 � SKYLIGHTS (E) EXHAUST F\ 2"VTR INSTALL(N) (E) ROOF O O �. SLEEPERS AS / o `. - / N QUIRED TO SUPPORT(E) GAS \ 211�� 2°VTR \�. PIPING (N)TUBULAR \ (E)ROOF ( ) \ \ ```���� \ \ PLAN KEY: PAINT(E) EXTERIOR SKYLIGHTS, TYP M STEEL CANOPY ROOF 1 STRUCTURE / 1 — / \ 1 (N)TUBULAR ` 2a VTR -'' SKYLIGHT \ \ � �•�� / \ L ° R01 O 2 VTR H (N) MTL FLASHING AT ALL ROOF EDGES \ p0Rh OF PORCH BUILDING, TYP. C \ �T ` (N)TUBULAR O `OV'va 12 (N) ROOFING OVER ADDITION 13 SKYLIGHT 1 0014?ply. I. (N) PAINTED STEEL EXTERIOR ROOF CANOPY O 4 i Issue Revision Date 's Q�� J0 ' O OVERALL ROOF LEVEL - PLUMBING Scale 1/16" = 1'-0e N Date 09/11/2020 OVERALL ROOF LEVEL - PLUMBING 1/16" = 1'-0= 1'-0" Sheet No. P102 deca GENERAL NOTES: architecture . inc A. IT SHALL BE THE REPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 WITH THAT OF ALL OTHER TRADES, INCLUDING tel 503 239 1987 tax 503 239 6558 dace-inc.com BUT NOT LIMITED TO: ELECTRICAL, HVAC PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION,ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET CODE RETNS JLw PAE FOR SMOKE AND COMBUSTIBILITY.ITY. 5 C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY ' PIPING. REFER TO ARCHITECTURAL pat-engirwe►s•com 4„W „W - / DRAWINGS FOR EXACT LOCATIONS OF ALL _ TOILET FIXTURES AND EUQIPMENT. TO TIGARD-TUALATIN SCHOOL /�,, �/ W 3"W UP TO F ® s / D. PIPING TO REMAIN SIZED WITH THE LARGEST DISTRICT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS O / d INDICATED INCLUDING MAINS AND BRANCH TEMPLETON PRE-K,CONFERENCE CENTER,AND 6" W / 3"W UP TO FD PIPING. DISTRICT SERVICES. If XX 11121,W U 4"W UP TO 9500 SW Murdock St. i FCO E. PROVIDE SLEEVING WHERE PIPES PfNETRATE Tigard, OR 97224 - / E 2" W UP SLAB EDGES AND FOOTINGS. / CLASSROOM F. PROVIDE TRAP PRIMING LINES TO ALL 130 QS n IN �E 4' SD UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. P G. ALL PENETRATIONS THROUGH STRUCTURAL CONCRETE WALLS, BEAMS, AND SLABS SHALL SOCIAL C 2"W UP / BE REVIEWED AND APPROVED BY THE N - SERVICE / CLASSROOM STRUCTURAL ENGINEER PRIOR TO CONCRETE ,, " OFF10cES 12a PLACEMENT. PH \� 2020-10-os 21 4 W UP TO FC OE 4 D U STORA / H. DOMESTIC WASTE AND VENT TO BE 1 4"W UP 2"W UP \ \ \�� / PROTECTED BY CLEANOUTS PER OREGON E;; 12-31-2021 3 WUP"VU 2"TO F V UP '3----- BOE 4"SD � / MINIMUIMG SPECIALTY CODE 2017 AT A ILET 4"W 3 \ / ` I. PIPE SIZING IN ACCORDANCE WITH OREGON\ \ PLUMBING SPECIALTY CODE 2017, IF NOT SMALL4' W U ` ® i�' SHOWN ON PLANS CONFERENCE 3"W UP TO F 11s ® / \ ,\ �� ROOM W UP\ / � 109 4 FC HALL 113 '`".! ........................ .... G� TODI / TOILS / / y 0 NOTES: / FIALL S 114 / \ /12,7 1. PROVIDE WALL CLEANOUT ABOVE GRADE. LARGE r� „ SMALL CONFERENCE \ 1 o MDF O2 W U U CONFERENCE - ROOM RESOURCE 4& FAMILY , E 3" CW UP 108 /. 11s ROOM OE 4" SD UP \ 2"W UP TO FCO }". 3 107 \. 3 I CLASSROOM KINETIC125 _. \ ....LEARNING....&.: 4 W C 4„W \ \ 2"WUPPLA 1 \ E 4" SD DY 4„W / E 6„W I \ t' 4"WUP TO FC / / E\4I"SD ” 1 112"WUP - - - HALLE 4”SD / 118 ® 2 V W K ROOM 11/2"W UP < \ / > 104 ET / \ - _ \ `` 3"WUP TO FD / r 1 FFICE q2 / WORKROOM W '' VESTIBULE / 1 112"W UP� •. �� . �.. / _ & STAFF 101 2..W FAMILY --ROOM 2"V UP "W UP Y' ROOM / i 10 _ 111 f - - — - - I E TW 123 Issue Revision Date. �tA�5R60M— OE 4"SD UP E 4" SD 4"W �n .�/ \. M1 / / 100% CONSTRUCTION DOCUMENTS ©4 W O 2"V ` 1 112"W UP / H // Addendum#3 3 10/09/20 2„W P E 6..W , W OE 4” SD / ET HEALTH ROOM 6"W E 2"W 13 3"W UP TO FD / /� / 103 12 I 4"WUP TO FC � 4 WUPTOWC � It ......... ......__...... . ......... / h _ r r 14 ( !! ; UNDERGROUND PLAN PRE K - PLUMBING 1 Scale 1/81111-011 N Date 09/1112020 UNDERGROUND PLAN - PRE-K - PLUMBING Sheet No P141 GENERAL NOTES: _ A. IT SHALL BE THE REPONSIBILITY OF THIS E. PROVIDE SLEEVING WHERE PIPES PENETRATE CONTRACTOR TO COORDINATE THE WORK SLAB EDGES AND FOOTINGS. d e c a WITH THAT OF ALL OTHER TRADES, INCLUDING architecture . i n c - BUT NOT LIMITED TO: ELECTRICAL, HVAC F. PROVIDE TRAP PRIMING LINES TO ALL PROCESS PIPING, SPRINKLER, PLUMBING, UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. 935 SE ,older Street : Portland Oregon 97214 STRUCTURAL AND GENERAL ARCHITECTURE. tat 503 239 1987 fax 503 239 6558 deca-inc.com G. ALL PENETRATIONS THROUGH STRUCTURAL B. ALL PLUMBING EQUIPMENT, PIPING, CONCRETE WALLS, BEAMS, AND SLABS SHALL INSULATION, ETC. INSTALLED IN HVAC PLENUM BE REVIEWED AND APPROVED BY THE 1 SPACES SHALL MEET CODE REQUIREMTNS STRUCTURAL ENGINEER PRIOR TO CONCRETE I I I FOR SMOKE AND COMBUSTIBILITY, PLACEMENT. I I I I I I =_'-- C. VERIFY EXACT SIZES, LOCATIONS, INVERTS H. DOMESTIC WASTE AND VENT TO BE14 1114 14 14 14 11111111111111 •... •.•• xxxxxxxAND ELEVATIONS PRIOR TO RUNNING ANY PROTECTED BY CLEANOUTS PER OREGON •..• ...• P A E PIPING. REFER TO ARCHITECTURAL PLUMBING SPECIALTY CODE 2017 AT A ..... DRAWINGS FOR EXACT LOCATIONS OF ALL MINIMUM. I I I I I I FIXTURES AND EUQIPMENT. I. PIPE SIZING IN ACCORDANCE WITH OREGON pae-engineers.com D. PIPING TO REMAIN SIZED WITH THE LARGEST PLUMBING SPECIALTY CODE 2017, IF NOT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS SHOWN ON PLANS. I I I INDICATED INCLUDING MAINS AND BRANCH TIGARD-TUALATIN SCHOOL PIPING— — DISTRICT TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR 97224 AST11q MEETING3"W UP TO F E MECH ROOM 1 STORAGE 216 I _tis 2"V UP 214 ELEC I0 FIRG><F�1' ©2 W& CATER P 3"W UP T F 215 HALL VS$�� I N p 217 - 1 32 J KIT 2"W UP -�1� q�H H°j — — — SES6 — — STAIR — --- — - - SP. 2020-09-11 I _ — 210 STORAGE 208 D;IRES 12-31-2021 _LL I I I I STAGE AND MEETING ROOM I 20 I I AUDITORIUM I I 206 I I I I I I I I I I I I IL STORAGE STAIR los 211 I I I I I I C 4"WT I I "WUP 1 3 WUP TO FD 3"WV UP TO F I _I4ALL — — _ 3"W UP TO FD HALL 201 2"VUP "WUP 1O ©4"W 4"WU 2"VUP 2"VVUP UP � \ \ Issue Revision Date 2" \ If,WU 4"WU 3" U 4 WU \VUP TO FDP 4"WU "VU 4" UNDERGROUND PLAN - CONFERENCE CENTER - PLUMBING Scale 1/8" = 1'-0" N Date 09/11/2020 UNDERGROUND PLAN - CONFERENCE CENTER - PLUMBING - - Sheet No. P142 16 17 GENERAL NOTES: d e c a architecture . inc I I A. IT SHALL BE THE REPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 WITH THAT OF ALL OTHER TRADES, INCLUDING tel 503 239 1987 tax 503 239 6558 deca4ric.com BUT NOT LIMITED TO: ELECTRICAL, HVAC I PROCESS PIPING, SPRINKLER, PLUMBING, —� STRUCTURAL AND GENERAL ARCHITECTURE. OB. ALL PLUMBING EQUIPMENT, PIPING, INSULAT(ON, ETC. INSTALLED IN HVAC SHALL MEET CODE REQUI EMTNS UM 00 l. SPACES FOR SMOKE AND COMBUSTIBILITY. �fTAE0400... "s'z� C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING. REFER TO— — I � DRAWINGS FOR EXACT LOCATIONLOF ALL Pae-engineers.com FIII XTURESAND EUQIPMENT. TIGARD-TUALATIN SCHOOL D. PIPING TO REMAIN SIZED WITH THE LARGEST DISTRICT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS INDICATED INCLUDING MAINS AND BRANCH TEMPLETON PRE-K,CONFERENCE CENTER,AND PIPING. DISTRICT SERVICES I I 9500 SW Murdock St. E. PROVIDE SLEEVING WHERE PIPES PENETRATE Tigard, OR 97224 SLAB EDGES AND FOOTINGS. R 02a W F. PROVIDE TRAP PRIMING LINES TO ALL UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. ��p I Hdd� G. ALL PENETRATIONS THROUGH STRUCTURAL 1 32 CONCRETE WALLS, BEAMS, AND SLABS SHALL I I 2"W UP TO I BE REVIEWED AND APPROVED BY THE SINKS STRUCTURAL ENGINEER PRIOR TO CONCRETE PLACEMENT. P. P C P• ��'\� 2020-09-11 Q H. DOMESTIC WASTE AND VENT TO BE PROTECTED BY CLEANOUTS PER OREGON 12-31-2021 K C 3"W UP TO FD PLUMBING SPECIALTY CODE 2017 AT A C MINIMUM. �4"W o S _ I. PIPE SIZING IN ACCORDANCE WITH OREGON 4"W UP TO WC PLUMBING SPECIALTY CODE 2017, IF NOT OE 2"W UP TO � ( K SHOWN ON PLANS SUPPLY BOXES I — P 2"W I E 3/4"CW UP OHB ❑� 2"VUP 2"VUP l 4" E 3" WUPTOI'D I — 3"WUPTOI'D C I SINKS P TO Al O I I 211 W ( I II I IT II N II I ❑ E I K � I M Issue Revision Date O2"WUPTO SINK I ( I 11 L P I I i 21 cvr — NN — -- -- — I ———— CNIL I I I 1 I I I UNDERGROUND PLAN - I i I PORCH LEVEL - -- - 11 PLUMBING I + — — —I— — --- _— —_ _ — �— — — 1.2 Scale 1/8" = 1'-0" ElN Date 09/11/2020 UNDERGROUND PLAN - PORCH LEVEL - PLUMBING 1/8" = 11-01, Sheet No. P144 deca GENERAL NOTES: architecture . inc A. IT SHALL BE THE REPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 WITH THAT OF ALL OTHER TRADES, INCLUDING tal 503 239 1987 fax 503 239 6558 deca-inc.cont BUT NOT LIMITED TO: ELECTRICAL, HVAC PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, _ INSULATION, ETC INSTALLED IN HVAC PLENUM =� U SPACES SHALL MEET CODE REQUIREMTNS FOR SMOKE AND COMBUSTIBILITY. .•ePA E00 jai j �;>....i :y; ''• , VERIFY EXACT SIZES, LOCATIONS, INVERTS Y AND ELEVATIONS PRIOR TO RUNNING AN pee-enginem.co `y--' 11/4"CW DRAWINGS FOR EXACT LOCATIOPIPING. REFER TO NS m OF ALL / EWH-101 1 OFCO L-2 _ _. FIXTURES AND EUQIPMENT ^y \/ , P501 S_1 TOI TOILET / TIGARD-TUALATIN SCHOOL ; aC ; ',: :f DISTRICT �' 1 o FCO 9 D. PIPING TO REMAIN SIZED WITH THE LARGEST � ; , TP-129 SIZE SHOWN UNTIL SMALLER PIPE SIZE IS �) \'` ;.', L_2 / INDICATED INCLUDING MAINS AND BRANCH TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES. 0PIPING. 4112"V UP TO VTR 314" HW DN . . . SS 2"WN DN 9500 SW Murdock St. 112"HICW DN C 314" HW 314"RHW DN E. PROVIDE SLEEVING WHERE PIPES PENETRATE Tigard, OR 97224 03/4" RH SLAB EDGES AND FOOTINGS. CLASSROOM �/ F. PROVIDE TRAP PRIMING LINES TO ALL 130 UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. rn i E 314" RHW G. ALL PENETRATIONS THROUGH STRUCTURAL `1 32Nsa� 2" CW CONCRETE WALLS, BEAMS AND SLABS SHALL / BE REVIEWED AND APPROVED BY THE SOCIAL K - C 314 CW � � � 0314" HW SERVICE ® I CLASSROOM STRUCTURAL ENGINEER PRIOR TO CONCRETE pe, OFFICES ® I - - - - - '� 128 PLACEMENT. H ��• 11004" $D — P. 2020-10-09 1 114" HW C 11/2" H. DOMESTIC WASTE AND VENT TO BE 12-31-2021 01FCO 314" HW PROTECTED BY CLEANOUTS PER OREGON 314" HW, 11/2" CW DN WC-2C HV C 3/4" RHW 3 -,. PLUMBING SPECIALTY CODE 2017 AT A WC 2 MINIMUM. .� T 3"E 1 1112"VD 314 SB-1 33 © " RH �, � 314" RHW � I. PIPE SIZING IN ACCORDANCE WITH OREGON 3" L 1 PLUMBING SPECIALTY CODE 2017, IF NOT T 3/4" HW SHOWN ON PLANS SMALL © 314 CW TP-116 1s ® 1 1/2 CW CONFERENCE ROOM _ __ HALL i 109 " L_1 FCO € \ i =1 C 314" HW _ - C 11/2"CW 113 ODI , // L�T� 314" 1CW DN / 0 NOTES: 14 HALL 112 / i - EWC-10 1 1. CONNECT EWC WASTE AND VENT TO EXISTING SINK SMALL LARGE C 211 CWS, / WASTE AND VENT. CONFERENCE CONFERENCE /� U & FAMILY 1 114 H MDF i / 2. ROUTE HOT AND COLD WATER PIPING DOWN IN WALL TO ROOM 119 i ALL FIXTURES ON WALL. 108 `; . ` RESOURCE 3" CW UP i 0 „ S_1 _ E 1 112 V, j ROOM E 4" SD UP �„ C i 2"W DN ! 107 0 / 3. ROUTE 314 INCH HOT AND COLD WATER PIPING DOWN IN 11/4" H FCO \ CLASSROOM WALL TO SUPPLY BOX. - = 314" HICW DN, 314"C KINETIC f 314" RHW D 2"CW 125 / `... 1112"V DN, 3 LEARNING B� �..-. 1" HW 3 °;°.. 11/2"CW, 314" RHW a 2 W DN S_1 PLAY / PLAN KEY. 120 3/4" HW DN / 1112"V 2"WDN I \x� ' 11/2"' 112 C 2„CW 2 V UP TO VTR 314" HICW DNA\\ 2"VD / � , / O R OM i ` N. 104 \ EWC-1 // \ S_1 112" CW DN FCO L-2 � s ¢- ED-1 TP-126 C 1 112" 11/2"WN DN --- 3„ -1 C 314"C % \ MAI N 2„CW 11 � I � 1' HW W RK ROOM �� _ � VESTIBULE / � � 1 112"V 2"W DN STAFF .- , 11/2" / 101 \ ` O I ROOM V H ROO�i t 105 WC-2 111 I I 4"W DN, 2"V Issue 314" RHW D . / CLASSROOM \ S 1 f ue . Revision Date. 123 C 1 112°V_ I I UP TO VTR 1 112" CW, / Jj 100% CONSTRUCTION DOCUMENTS 0 I S 1 S_1 / 314"HW DN 2 t Addendum#3 3 10/09120 314" HICW DN 11Ll =- \' -- 1112"V 2"WDN , H T -T=-7 /FCO ...... 31 'H/CW DN, 124 TP-124HEALTH I 11 3"EL-1 2"V DN, 13 WC-3' ROOM 12 103 2., DN 1 2"VD / 11 2"VUPTOVTR j -- tI 14 I I FLOOR PLAN - PRE-K I i PLUMBING j II 1 Scale 1/8" = 1'-011 N 0911112020 FLOOR PLAN - PRE-K -PLUMBING _ Date Sheet No.. . .. O NOTES: GENERAL NOTES: d e c a architecture . inc 1. KITCHEN EQUIPMENT AND CONNECTIONS 2. CONNECT NEW 2" V TO EXISTING VENT IN 3. CONNECT NEW 314" HOT AND COLD WTER 4. CONNECT NEW EWC-1 TO EXISTING A. IT SHALL BE THE REPONSIBILITY OF THIS E. PROVIDE SLEEVING WHERE PIPES PENETRATE ARE EXITING TO REMAIN UNLESS NOTED. WALL. TO EXISTING HOT AND COLD WATER DRINKING FOUNTAIN WASTE, VENT AND CONTRACTOR TO COORDINATE THE WORK SLAB EDGES AND FOOTINGS, 935 SE Alder Street : Portland Oregon 97214 SEE FOOD SERVICE DRAWINGS FOR SERVING WAREWASHER. WATER SUPPLY. WITH THAT OF ALL OTHER TRADES, INCLUDING tel 503 239 1987 fax 503 239 6558 deca-Inc.com I EXACT LOCATIONS OF NEW EQUIPMENT. BUT NOT LIMITED TO: ELECTRICAL, HVAC F. PROVIDE TRAP PRIMING LINES TO ALL 5. ROUTE HOT WATER TO ALL LAVS ON PROCESS PIPING, SPRINKLER, PLUMBING, UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. O O O 4 O © T WALL. CONNECT RHW AFTER STRUCTURAL AND GENERAL ARCHITECTURE. G. ALL PENETRATIONS THROUGH STRUCTURAL B. ALL PLUMBING EQUIPMENT, PIPING, CONCRETE WALLS, BEAMS, AND SLABS SHALL I I INSULATION, ETC. INSTALLED IN HVAC PLENUM BE REVIEWED AND APPROVED BY THE SPACES SHALL MEET CODE REQUIREMTNS STRUCTURAL ENGINEER PRIOR TO CONCRETE FOR SMOKE AND COMBUSTIBILITY. PLACEMENT. PA E I I C. VERIFY EXACT SIZES, LOCATIONS, INVERTS H. DOMESTIC WASTE AND VENT TO BE AND ELEVATIONS PRIOR TO RUNNING ANY PROTECTED BY CLEANOUTS PER OREGON PIPING. REFER TO ARCHITECTURAL PLUMBING SPECIALTY CODE 2017 AT A pae-engineers.com DRAWINGS FOR EXACT LOCATIONS OF ALL MINIMUM. FIXTURES AND EUQIPMENT. I I I I. PIPE SIZING IN ACCORDANCE WITH OREGON TIGARD-TUALATIN SCHOOL D. PIPING TO REMAIN SIZED WITH THE LARGEST PLUMBING SPECIALTY CODE 2017, IF NOT DISTRICT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS SHOWN ON PLANS. INDICATED INCLUDING MAINS AND BRANCH TEMPLET PRE-K,CONFERENCE CENTER,AND PIPING. DISTRICT SERVICES 9500 SW Murdock St. STO A3E MEETING >00 Tigard, OR 97224 hm 21 P3 FS-1 MECH ROOM >00 STORAGE 1 216 1 218 )00 >00 - i C 2"V 2 214 ���� P ELEC _ _ CATERI 215 HALL v�`tl I xs�`�/ ---' r- -� - 217 02 C >00 I 32 P1 P2 314" H/CWO3 >00P S 112"CW DN FFF1I I STAIR P. 2020-09-11 _ 210 STORAGE )00 208 ORRES 12-31-2021 >00 2"WN DN EWC-1® I I OE WATER HEATER >00 >00 >00 11 >00 >00 >00 Il STAGE AND )00 MEETING ROOM >00 207 >00 >00 >00 AUDITORIUM I I >00 206 I I I — — — — — — — — PLAN KEY: I I I I I X STORAGE STAIR 209 211 ---------------- I I I I I I ODF / 7 HALL "209 201 O 314" RHW D ©3l4"HW DN 5 / Issue Revision Date ® / L_1 WC- -1 U_2 \ WC-2 I -2 D FLOOR PLAN - CONFERENCE CENTER - PLUMBING Scale 1/8" = 1'-0" N Date 09/11/2020 FLOOR PLAN - CONFERENCE CENTER - PLUMBING �/ 1/8 1 0 Sheet No. P152 GENERAL NOTES: decaarchitecture . inc A. IT SHALL BE THE REPONSIBILITY OF THIS CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 tax 503 239 6558 deca-inc.com WITH THAT OF ALL OTHER TRADES, INCLUDING BUT NOT LIMITED TO: ELECTRICAL, HVAC PROCESS PIPING, SPRINKLER, PLUMBING, STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES ...... ALL MEET CODE REQUIREMTNS •••• •.•• FOR SMOKE AND COMBUSTIBILITY. PA E •.eN C. VERIFY EXACT SIZES, LOCATIONS, INVERTS AND ELEVATIONS PRIOR TO RUNNING ANY PIPING, REFER TO ARCHITECTURAL pae-engineers.com DRAWINGS FOR EXACT LOCATIONS OF ALL FIXTURES AND EUQIPMENT. TIGARD-TUALATIN SCHOOL D. PIPING TO REMAIN SIZED WITH THE LARGEST DISTRICT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS INDICATED INCLUDING MAINS AND BRANCH TEMPLETON PRE-K,CONFERENCE CENTER,AND PIPING. DISTRICT SERVICES 9500 SW Murdock St. E. PROVIDE SLEEVING WHERE PIPES PENETRATE Tigard, OR 97224 / SLAB EDGES AND FOOTINGS. �� 11 F. PROVIDE TRAP PRIMING LINES TO ALL I UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. PR�Cn b� I N — I G. ALL PENETRATIONS THROUGH STRUCTURAL 1 32 WOMEN'SO I CONCRETE WALLS, BEAMS,AND SLABS SHALL RESTROOM WC-1 BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETE I I 308 WC-2 I ! 4 H fl L_1 L_1 PLACEMENT. ' 171 i2020-10-09 H. DOMESTIC WASTE AND VENT TO BE HALL EXPIRES 12-31-2021 I 3os _ LUPROTECTED BY CCA TY CODE 20 LEANOUTS R DRAGON PMBNG SP L-1 L_1 U_1 MINIMUM. ® ENS JU_2 WC-2 _ R TROOMO I. PIPE SIZING IN ACCORDANCE WITH OREGON (p�� 307 -- PLUMBING SPECIALTY CODE 2017, IF NOT - - -- ABY - '' SHOWN ON PLANS 301 I 1 EWC•1® 2 0 NOTES: P501 Ewe-1a2 F _11-1 I 1, PROVIDE NEW RESTROOM FIXTURES. CONNECT NEW FIXTURES TO EXISTING —I DRAINAGE AND SUPPLY PIPING. STAIR'! I i 2. -1. CONNECT NEW FIXTURE ITO EXISTING DE NEW CDRAINAGE AND SUPPLY — — — PIPING. ILI STAIR I � 310 _ STORAGE 317 , ,,�.�._. STORAGE GYM ) PLAN KEY: 312 305 MEETING 1 i ROOM --- -_, 315 STORAGE 316 STORAGE 309 I I STORAGE 314 MEETING I I Issue Revision Date ROOM — 100%CONSTRUCTION DOCUMENTS 313 r - -- -- -- - �/ STORAGE 318 ' , GYM LOBBY 303 /i, - i STAIR o i 311 E -- — — FLOOR PLAN - LOWER CONFERENCE CENTER AND GYM - PLUMBING Scale 1/8" = 1'-0" N Date 0911112020 FLOOR PLAN - LOWER CONFERENCE CENTER AND GYM - PLUMBING �/ 1/8" = 1'-0" J) Sheet No. P153 deca GENERAL NOTES architecture . inc A. IT SHALL BE THE REPONSIBILITY OF THIS I I CONTRACTOR TO COORDINATE THE WORK 935 SE Alder Street : Portland Oregon 97214 -I WITH THAT OF ALL OTHER TRADES, INCLUDING tel 503 239 1987 taz 503 239 6558 data-inc.com BUT NOT LIMITED TO: ELECTRICAL, HVAC - PROCESS PIPING, SPRINKLER, PLUMBING, /7 POWER pftmw - - - - - - - - STRUCTURAL AND GENERAL ARCHITECTURE. B. ALL PLUMBING EQUIPMENT, PIPING, - INSULATION,ETC. INSTALLED IN HVAC PLENUM sz SPACES SHALL MEET CODE REQUIREMTNS OO t PAEFOR SMOKE AND COMBUSTIBILITY. _ C. VERIFY EXACT SIZES, LOCATIONS, INVERTS CARING �, � ' _ AND ELEVATIONS PRIOR TO RUNNING ANY -ea . CLOSET - - Pae > rs.wm PIPING REFER TOARCHITECTURAL STORE DRAWINGS FOR EXACT LOCATIONS OF ALL . ... FIXTURES AND EUUIPMENT. 401 r TIGARD-TUALATIN SCHOOL D. PIPING TO REMAIN SIZED WITH THE LARGEST DISTRICT SIZE SHOWN UNTIL SMALLER PIPE SIZE IS INDICATED INCLUDING MAINS AND BRANCH TEMPLETON PRE-K,CONFERENCE CENTER,AND PIPING. DISTRICT SERVICES. I Fl 9500 SW Murdock St. E E RATE SLAB EDGES AND FOOTINGS R 97224 PROVIDE SLEEVING WHERE PIPES PENETRATE Tigard, O T — ��i� j�� RESOURCE F. PROVIDE TRAP PRIMING LINES TO ALL _ —EAMI�IL— _ _ �l I \� CENTER UNDERSLAB FLOOR SINKS AND FLOOR DRAINS. 402 ���1 Nsd� G ALL PENETRATIONS THROUGH STRUCTURAL 1 32 5: CONCRETE WALLS, BEAMS, AND SLABS SHALL - ' BE REVIEWED AND APPROVED BY THE 4"VUP +h STRUCTURAL ENGINEER PRIOR TO CONCRETE C . ' TO VTR PLACEMENT. CARING C 2"V 2020-10-09 CLOSET _ i :: SORTING ._..... - Q H. DOMESTIC WASTE AND VENT TO BE 9W 12731-2021 BY AND 314" HW 1-112"V DN PROMB NG SPECCALTYNCOODE UTS 201R7 ATA OREGON \ STORAGI 314 CW 314 HW/CW MINIMUM. 403 SB-1 DN E 2"VTR I. PIPE SIZING IN ACCORDANCE WITH OREGON O CARIN E WATER HEATER I _ PLUMBING SPECIALTY CODE 2017, IF NOT CLOSET 3 S81 1 10 T E ROP-OF E 1" HWICW SHOWN ON PLANS SINK 14 425 AN R K ARE 410 410 - - - T — \J 2W1 2 E 1 CW 112"VDN i I rP 420 I TO T T L 0 NOTES: SB-2 I 2,?� E 3" FD 1. ROUTE DISHWASHER HOT WATER SUPPLY FROM SINK. WC-1 0 C 2 CONNECT DRAINAGE TO SINK WASTE THROUGH APROVED ' CARING (TYP 4) Ll (TYP 4) RPBA-1 AIR-GAP FITTING. CLOSET 3" FD-1I . 2"V DN (TYP 4) STORAGE (TYP 4) I 1-112 V D 2. 314" PVC COLD WATER LINE SERVES HAND PUMP AT — _ _ - 404- _ _ _ _ - _ O PLAYGROUND. SEE CIVIL SHEET C2.0. 3. CONNECT NEW SUPPLY BOX WASTE TO EXISTING SINK w CONFERENCE I I WASTE AND VENT IN WALL. j -.. ROOM/OFFICE, 408 , 3 PLAN KEY: r -(E)3/4" HW/CW 2 CONFERENCE -; ROOM [ _ 407 i CONFEREN I SOCIAL ROOM/OFFI .... _ O SERVICE - _au — PART - - - -_405F 112" H7 - F - Issue . Revision Date. O 1/211 C OUTEC 100%CONSTRUCTION DOCUMENTS Addendum#3 3 10/09/20 3 STORAGE I I 40s C 314" HW/CW I I 1 �- - I I � IT L_31 - - I .... _.. I I HB-1 x I i i I j Jll FLOOR PLAN PORCH -_:--- _ = - L - - - - - - - 7 LEVEL - PLUMBING El N Scale 1/8" = 1'-0.. 0911112020 FLOOR PLAN - PORCH LEVEL - PLUMBING Date y8 1 0 . .... Sheet No deIll a architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com THERMOMETER (TYPICAL) SHUT OFF E 314" HICW •••."iii: PA E _ pae-engineers.com CHECK VALVE TIGARD-TUALATIN SCHOOL ASME TEMPI PRESSURE RELIEF VALVE DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER,AND DISTRICT SERVICES TO DRIP PAN 9500 SW Murdock St. Tigard, OR 97224 EWH-102 DET-102 I BOLT TO1t1G I N8A'p/ ADJACENT WALL DV I 1 32 p OE DRIP PAN P, 2020-09-11 DIELECTRIC UNION(TYP.) l1z-a1-2021 GENERAL NOTES: 1. SEE SPECIFICATION FOR SEISMIC RESTRAINT REQUIREMENTS 2 1 ELECTRIC WATER HEATER DETAIL NTS SHUTOFF VALVE LOCATEDIN ACCESSIBLE LOCATION NEAREST COLD / WATER SOURCE —Bi CEILING 314" THERMOMETER (TYPICAL) 120V, 1 PH, 0.2 AMPS BY DIVISION 26 AUTOMATED TIME CLOCK _ _ VACUUM BREAKER — —� — — — �� SEE FLOOR ELECTRONIC TRAP PRIMER — — — PLAN FOR SOLENOID VALVE —? PIPE SIZES I P .QI MANIFOLD 1 TRAP PRIMER LINE (TYP) ASME TEMPI PRESSURE RELIEF VALVE----A �I I I D'Q I F r LOORDRAINISINK SHUTOFF III = — 12" IN FLOOR I — I I I I MMV-01 — — — TO SEWER BOLT TO IF THERMOSTATIC TO OTHER ADJACENT WALL MIXING VALVE FLOOR DRAINS — ASSEMBLY IN & FLOOR SINKS — LOCKING CABINET Issue Revision Date GENERAL NOTES: RHWP-101 A. ALL FLOOR DRAINS, FLOOR SINKS AND SIMILAR TRAPS SHALL BE _ PRIMED EWH-101 B. WHERE PRIMING VALVES ARE INSTALLED IN FINISHED ROOMS, TO OVER - CONCEAL IN LOCKABLE CABINET. REFER TO SPECIFICATION 22 40 00 FLOOR DRAIN AND PLUMBING EQUIPMENT SCHEDULE FOR TRAP PRIMER TYPE (SURFACE OR RECESSED)AND QUANTITIES, DET-101 C COORDINATE LOCATION OF ELECTRONIC TRAP PRIMER STATIONS LOBE VALVE TO BALANCE SYSTEM — WITH ELECTRICAL CONTRACTOR FOR 120V SERVICE. DV\ ( HECK VALVE (TYP.) D REFER TO SPECIFICATION 22 2113 FOR ALLOWABLE TRAP PRIMER LINE PIPE MATERIALS. 777 ONOTES: OE CONCRETE PAD----/ DIELECTRIC UNION(TYP.) 1. MANIFOLD SHOWN TO SERVE 4 TRAPS. CONTRACTOR TO VERIFY QUANTITY OF TRAPS TO BE SERVED FROM EACH TRAP PRIMER GENERAL NOTES: DETAILS - PLUMBING STATION AND PROVIDE APPROPRIATE NUMBER OF OUTLETS ON MANIFOLD. 1. SEE SPECIFICATION FOR SEISMIC RESTRAINT REQUIREMENTS Scale NTS 4 TRAP PRIMER DIAGRAM ELECTRIC WATER HEATER DETAIL Date 09/11/2020 NTS NTS Sheet No. P501 deca architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com 7 8 9 10 11 - �' 16 LU z W i , PA E 1 W PD15 a • / Z I I '� \ p 1 • pae-engineers.com _ U A TIGARD-TUALATIN SCHOOL �• DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER,AND B • — — — — — — — — • ; � \ \ DISTRICT SERVICES • – – – – ' \ / o 'er• 9500 SW Murdock St. 111 !G – – – – ! �7 ° �• \ Tigard, OR 97224 tHIL6 I N8 I I I I I I I I �� \ / � 1 32 15 — — — — — ––––– \ P. 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PAE I W , -=- LL (E) ROOF 0Jv 7 Z I �O� pae-engineers.com .14 SKYLIGHTSNR TIGARD-TUALATIN SCHOOL DISTRICT I I II 17 TEMPLETON PRE-K,CONFERENCE CENTER,AND - DISTRICT SERVICES 7 VTR \ 9500 SW Murdock St. Tigard, OR 97224 I i EXHAUST FAN \ (E) ROOF (E) ROOF t �. . 41 I Ngd� , T 1 32 (N)ROOFTO�HANICA " 15 ; SEE.MECH \ 2 VTR Gy ' i r \ \ TYP:. ` S P• � 2020-09-11 �RE-K �� \ E 4 \/T O�IR6 12-31-2021 TgI�U1�R \ i (E) EXHA AN YLIGHTS I i 7YP, i O (E)VENT PIPE R �I� ` E t E ROOF o K i' 0 SKYLIGHTSNR \ \ CONFERENCE CENTER ( ) 7 RE-K (N)TU GLAR INA�L(Np8U0.T UP:RQOFING. Q SKYLIGHTS E 4"VTR (N)TUBULAR \/ O , O SKYLIGHTS, TYP P v. i (N)TUBULAR (E) ROOF O ` SKYLIGHTS E 2"VTR . (E) EXHAUST FAN ' INSTALL( (E)ROOF O �. SLEEPERS E 2"VTR o N SRI=OUIRED TO � I E 2" / ' .. SUPPORT(E)GAS ' . PIPING\\ V p / X 1 1/2"VTR PLAN KEY: (N)TUBULAR (E) ROOF SKYLIGHTS, TYP PAINT(E) EXTERIOR \ `. . M STEEL CANOPY ROOF STRUCTURE \ ��� \ (N)TUBULAR -J � . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . X 1 UT VTR \ SKYLIGHT \ . . .. / '.` . . . . . . L — (N) MTL FLASHING AT ALL ROOF EDGES AO OF PORCH BUILDING, TYP. \ O R�H (N) ROOFING OVER ADDITION 18 (N)TUBULAR @T@ING 0010? SKYLIGHT 1 44q i 12 I. (N) PAINTED STEEL EXTERIOR ROOF CANOPY O a \ G Issue Revision Date . � ' s Ik o00 0 OVERALL DEMO ROOF LEVEL - PLUMBING Scale 1/16" = 1'-0" N Date 0911112020 OVERALL DEMO ROOF LEVEL - PLUMBING 1/16 = V-0" Sheet No. P D 102 deca GENERAL NOTES: 0 NOTES: architecture . i n c A. FIXTURES AND PIPING NOT SHOWN TO BE 1. DEMOLISH EXISTING FIXTURES AND 935 SE Alder Street : Portland Oregon 97214 DEMOLISHED ARE TO REMAIN. ASSOCIATED WASTE,VENT, HOT AND tel 503 239 1987 fs: 503 239 6558 deca-inc.com COLD WATER PIPING. DEMOLISH PIPING B. CONTRACTOR TO VERIFY EXACT LOCATION OF TO BELOW FLOOR OR ABOVE CEILING AS EXISTING PIPING AND EQUIPMENT PRIOR TO REQUIRED. WATER PIPING TO BE BEGINNING DEMO WORK. DEMOISHED BACK TO NEAREST MAIN OR LARGE BRANCH. ...'zc: 15 2. DEMOLISH EXISTING HOTCOLD �.. " ... P A E WAER SUPPLY BRANCHESHES BACK TO MAIN. ;��••• "' _oss 3. DEMOLISH EXISTING DRINKING FOUNTAIN / AND ASSOCIATED WASTE AND VENT PIPE - — — — — — — — — — — — — / TO BELOW FLOOR OR ABOVE CEILING AS pae-engineers.com REQUIRED. DEMOLISH COLD WATER LL \ \ SUPPLY PIPE BACK TO THE NEAREST TIGARD-TUALATIN SCHOOL \� \ MAIN LINE. DISTRICT OX 112" HICW J�I?�r' TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 2/ K 9500 SW Murdock St. Tigard, OR 97224 LAI / 7 / O / x 11114 VH/CW D � 12 — _ 1 32 JIB P. 2020-09-11 11/41,V owes 12-31-2021 X 1" HW \\ X 1" HW \\ �` \ � OX 112"CW 7// I x 11/2"CW, O I I 314" HW I / U I\ \\x 11/2"CW, � / ` � \ 314" HW / / X 112" HIC PLAN KEY: X 3/4" H/CW \ X 11/2"CW X 1/2" H/CW Y � \ 81 112"VTR // X 11/2"CW, \ \ � 3/4" HW / OX 3/4" H/CW 11/4"V ' ,rr � � �� /� ` X 1112"CW, 14 HW X 1/2" H/CW Issue Revision Date — elu%5 / 13 r � I / I - - / I� DEMO FLOOR PLAN - �� I PRE-K - PLUMBING 14 \ - - - - I Scale 1/8" = 1'-0" N Date 09/11/2020 DEMO PLAN - PRE-K - PLUMBING 1/81, = 1'_0'1 Sheet No. P D 151 0 NOTES: GENERAL NOTES: 1. DEMOLISH EXISTING RESTROOM 2. DEMOLISH EXISTING DRINKING FOUNTAIN 3. DEMOLISH EXISTING SINK AND A. FIXTURES AND PIPING NOT SHOWN TO BE d e c a PLUMBING FIXTURES AND ASSOCIATED AND ASSOCIATED WASTE AND VENT PIPE ASSOCIATED WASTE AND VENT PIPE TO DEMOLISHED ARE TO REMAIN, WASTE, VENT, HOT AND COLD WATER TO BELOW FLOOR OR ABOVE CEILING AS BELOW FLOOR OR ABOVE CEILING AS arch i t e c t u r e . i n c - PIPING. DEMOLISH ALL HOT AND COLD REQUIRED. DEMOLISH COLD WATER REQUIRED. DEMOLISH HOT AND COLD B. CONTRACTOR TO VERIFY EXACT LOCATION OF WATER PIPING BACK TO NEAREST MAIN SUPPLY PIPE BACK TO THE NEAREST WATER SUPPLY PIPE BACK TO THE EXISTING PIPING AND EQUIPMENT PRIOR TO 935 SE Alder Street : Portland Oregon 97214 OR LARGE BRANCH LINE. DEMOLISH MAIN LINE. NEAREST MAIN LINE. BEGINNING DEMO WORK. tel 503 239 1987 fax 503 239 6558 deca•Inc.com WASTE AND VENT PIPING TO BELOW FLOOR OR ABOVE CEILING AS REQUIRED. 4. DEMOLISH DRAIN UNDER SINK AND (� n (4� n 7 ASSOCIATED WASTE AND VENT PIPE TO BELOW FLOOR OR ABOVE CEILING AS REQUIRED. PA E I I I I I I pae-engineers.com TIGARD-TUALATIN SCHOOL DISTRICT — — — — — — — — — — — TEMPLETON PRE-K,CONFERENCE CENTER,AND — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - DISTRICT SERVICES I — 9500 SW Murdock St. I Tigard, OR 97224 I I PR�F�r I - - - I - - - - - - - - - - - - - 4 1032 I J F-1 —1 I I \ I _ H19 P• �'\� 2020-09-11 \ / 0 E%PIRES 12-31-2021 C I — I I 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I 1 I I I I I I I I I I I �— — — — — — ---- — — — — — — — — PLAN KEY: I I I I I I I I I I I I I I I II I I \ I I 3 / I OX WATER HEATER O I � J� L � I ,// Issue Revision Date J c _ o - X 2�C\W,I X 1/2"HW DEMO FLOOR PLAN - CONFERENCE CENTER - PLUMBING Scale 1/8" = 1'-0" N DEMO FLOOR PLAN - CONFERENCE CENTER - PLUMBING Date 09/11/2020 1,8" = 11-01, Sheet No. PD1 52 deca GENERAL NOTES: 0NOTES: architecture . inc A. FIXTURES AND PIPING NOT SHOWN TO BE 1. DEMOLISH EXISTING RESTROOM 935 SE Alder Street : Portland Oregon 97214 DEMOLISHED ARE TO REMAIN. PLUMBING FIXTURES, CAP WASTE, VENT, tel 503 239 1987 !e: 503 239 6558 deca-inc.com HOT AND COLD WATER FOR NEW B. CONTRACTOR TO VERIFY EXACT LOCATION OF FIXTURE RECONNECTION. EXISTING PIPING AND EQUIPMENT PRIOR TO BEGINNING DEMO WORK. 2. DEMOLISH EXISTING DRINKING FOUNTAIN. CAP WASTE, VENT, HOT AND COLD WATER FOR NEW FIXTURE CONNECTION. �..."•;;; "" s"' PA E 3. DEMOLISH EXISTING WATER HEATER IN --�� ATTIC. pae-engineers.com TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER,AND DISTRICT SERVICES 10 11 9500 SW Murdock St. Tigard, 1I' Tigard, OR 97224 17—I PRG , _ — _ MENSO INgg� I 1308 CCf\ 1 32 FCA 19 �A I HALLI I I S P. ��' 2020-09-11 307FDRRES 1 ' MENS �ES 30 00M 1O 20 3 I I I I I I I I — — — — — — — — — — — — — _ I iiiiii I I I - - - - - - - - — — - - - - - - - - GYM — — — I I I GYM 318 PLAN KEY: I I I I I I I I I I I � O Issue Revision Date I I r � � 7 7 i DEMO FLOOR PLAN - LOWER CONFERENCE CENTER AND GYM - PLUMBING Scale 1/8" = 1'-0" N Date 09/11/2020 DEMO FLOOR PLAN - LOWER CONFERENCE CENTER AND GYM - PLUMBING (1) Sheet No. P D 153 16 17 I — — — — —I— — — — — - - — — — — — — — T —0 ° deca I I GENERAL NOTES: 0NOTES: architecture . inc A. FIXTURES AND PIPING NOT SHOWN TO BE 1. DEMOLISH EXISTING RESTROOM 935 SE Alder Street : Portland Oregon 97214 DEMOLISHED ARE TO REMAIN, PLUMBING FIXTURES AND ASSOCIATED tall 503 239 1987 taz 503 239 6558 deca-Inc.com WASTE, VENT, HOT AND COLD WATER _ B. CONTRACTOR TO VERIFY EXACT LOCATION OF PIPING. DEMOLISH ALL HOT AND COLD EXISTING PIPING AND EQUIPMENT PRIOR TO WATER PIPING BACK TO NEAREST MAIN BEGINNING DEMO WORK. OR LARGE BRANCH LINE. DEMOLISH X 2"W WASTE AND VENT PIPING TO BELOW OX 2"VTR /� I FLOOR OR ABOVE CEILING AS REQUIRED. OX 1/2" HW/CW DN X 2"W _:_.. / 2. DEMOLISH EXISTING SINK AND /X 211�7 "TAE ASSOCIATED WASTE, VENT, HOT AND __g_ss 2 I I / // COLD WATER PIPE TO BELOW FLOOR OR ABOVE CEILING AS REQUIRED. PATCH FLOOR AS REQUIRED. pae-engineers.com 0-1 1 t 3. REMOVE EXISTING FIXTURE. CAP WASTE, 2 VENT, HOT AND COLD WATER PIPING FOR TIGARD-TUALATIN SCHOOL I j X 1/2" HW/CW DN I FUTURE RECONNECTION. DISTRICT I I TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES I I I 9500 SW Murdock St. I I Tigard, OR 97224 it R I i I I if y1 32 I I I 0314" HW/CW I I P. 2020-09-11 E 4"VTI X 2"W + I 12-31-2021 1 I I X V HW/CVP- 2"V I E V CW E 1„ HW O FD u I E X HB I II OX 112" HW/CW DN X 2"W I I I X FD O FD X 1" HWICW CONNECTIONS 11 TO EWH Ih 1 X 2 W E 3 H /4" OE 3/4"CW- - I I I II I PLAN KEY: I I I I II L -� — — — — — --- N I � I I X 112" HW/CW I 2„W O 2 VTR 2 O OE 1/2" HW/CW DN Issue Revision Date 0 E 2"VTR \ -- - - - - E 2"W i I � I I � I - - - - — — -- — — -- — — —— -- I ---- I I I I I I I I I DEMO FLOOR PLAN - I , I PORCH LEVEL - -- - - - --- - - -- Y I = 11 PLUMBING — — ��� - - - _— —_ —\i ❑ — 1.2 N Scale 1/8" = 1'-0" Date 09/11/2020 1 DEMO FLOOR PLAN - PORCH LEVEL - PLUMBING � Sheet No. P D 154 16 17 deca GENERAL NOTES: _ ONOTES; architecture . inc A. FIXTURES AND PIPING NOT SHOWN TO BE 1. DEMOLISH EXISTING RESTROOM 935 SE Alder Street : Portland Oregon 97214 DEMOLISHED ARE TO REMAIN. PLUMBING FIXTURES AND ASSOCIATED tel 503 239 1987 tax 503 239 6558 deca-inc.eom WASTE, VENT, HOT AND COLD WATER -- B CONTRACTOR TO VERIFY EXACT LOCATION f PIPING DEMOLISH ALL HOT AND COLD — — — — — EXISTING PIPING AND EQUIPMENT PRIOR TO WATER PIPING BACK TO NEAREST MAIN BEGINNING DEMO WORK. OR LARGE BRANCH LINE. DEMOLISH X 2"W . WASTE AND VENT PIPING TO BELOW 2 VTR XO � � FLOOR OR ABOVE CEILING AS REQUIRED. "X 2W i:•t iiit OX 112" HW/CW DN i 2. DEMOLISH EXISTING SINK AND •" e-- PAE X 2" 1 ASSOCIATED WASTE,VENT, HOT AND COLD WATER PIPE TO BELOW FLOOR OR 0 2 I `� / // I ABOVE CEILING AS REQUIRED. PATCH — — — — v — — — — FLOOR AS REQUIRED. pate-engineers.com o-1 3. REMOVE EXISTING FIXTURE. CAP WASTE, VENT, HOT AND COLD WATER PIPING FOR TIGARD-TUALATIN SCHOOL \ 0 I X 112" HW/CW DN I FUTURE RECONNECTION. DISTRICT I TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES. I 9500 SW Murdock St. ITigard, OR 97224 T _ € — i1 I II I ~132 I OX 3/4" HW/CW I / y 2020-10-09 E 4"VTI X 2"W E>l M 12-31-2021 I I X 1" HW/CII 2"V OX 112" HW/CW DN I �' E 1" CW — — — � 3 E 2f VTR X HB X 2 W ( } FDI .0 i E X 2"Wh ` E FD X 1" HWICW D 1/2" HWICW DN X 2 VT I ISO FD CONNECTIONS TO EWH 3 HE 1 X 2"W E 314" H I OE 314"C 41.� I I I I i i I PLAN KEY: I - _ I I I X 1/2"HW/CW 1 2"W 3 OX 2 VTR - - - 12 � X 2"VTR O SINK OX 112" HW/CW DN Issue . Revision Date. RUCTION DOCUMENTS 100% CONST - - - - - - Addendum#3 3 10/09/20 I \ I - I E 2"W � � I - - - r — - . I + •.i. .. F i.i..- I — r — I , T .. .... _ - _.. DEMO FLOOR PLAN ,....... - - . PORCH i T �` EL I _ _ L _ Lam— i I I 1.1 PLUMBING � I 1 — s — �— — — _..1_ _ — — — — — 1.2 Scale 1/8" = 1'-0" — — — - -- _?................... , i N Date09/1112020 DEMO FLOOR PLAN -. PORCH LEVEL - PLUMBING _. _ Sheet No