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Plans PLM2021 -00062 RECEIVED FEB 10 2021 CITY OF TIGARD BUILDING DIVISION CITY OF TIGARD Approved...................„..........W Conditionally Approved......„..„„[ ] See letter to:Follow........„...„.„[ ] Attached... ........-0 „.. ] Permit Number. PLM � a100 a �Ad�dre�95EQ S.U. 111-44-c4 4+. By:�Date: 3-I-aa31 51�e 4k;I;ties TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K, CONFERENCE CENTER, AND DISTRICT OFFICE COPY SERVICES 9500 SW Murdock St. Tigard, OR 97224 100% CONSTRUCTION DOCUMENTS deca 09/11 /2020 architecture . inc 935 SE Alder Street : Portland Oregon 97214 ter 503 239 1987 raz 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 T E M P L E TO N PRE - K 101 GOOD COVER SHEET A743 INTERIOR DETAILS-INTERIOR SIGNAGE 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 9 G005 SECTOR LIFE SAFETY PLAN-CONFERENCE CENTER 1104 FLOOR FINISH PLAN -PORCH BUILDING O S� C233-1 DOOR NO. G006 SECTOR LIFE SAFETY PLAN -LOWER LEVEL GYM Q 935 SE Alder Street : Portland Oregon 97214 ITEMS ABOVE �O AND N ROOM NO. G007 SECTOR LIFE SAFETY PLAN-PORCH BUILDING 08-PLUMBING D tel 503 239 1987 fax 503 239 6558 deca-inc.com ----------- 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 ��g�D 02-CIVIL P002 EQUIPMENT SCHEDULE-PLUMBING DISTRICT S E R V C E S O AD AREA DRAIN BUILDING OR WALL SECTION TARGET C1.0 EXISTING CONDITIONS P100 SITE PLAN-PLUMBING �� 2919 r� C2.0 UTILITY PLAN P101 OVERALL MAIN FLOOR PLAN-PLUMBING DAVID T. YMAN C�> DETAIL NUMBER O RD ROOF DRAIN 6 C3.0 EROSION CONTOL PLAN P102 OVERALL ROOF LEVEL-PLUMBING 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 tJ7�PORTLAND, GON titi OVERFLOW ROOF DRAIN O ORD DRAWING NUMBER C5.1 SIGNAGE AND STRIPING DETAILS P144 UNDERGROUND PLAN-PORCH LEVEL-PLUMBING p P151 FLOOR PLAN -PRE-K-PLUMBING � INTERIOR ELEVATION TARGET CB CATCH BASIN 03-LANDSCAPE P152 FLOOR PLAN-CONFERENCE CENTER-PLUMBING 9�� 1 1 L1.0 MATERIALS LEGEND AND NOTES P153 FLOOR PLAN-LOWER CONFERENCE CENTER AND GYM- VICINITY MAP ® FLOOR DRAIN 1_1.1 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 1_4.1 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 D SWITCH L6.1 SITE DETAILS PD153 DEMO FLOOR PLAN- LOWER CONFERENCE CENTER AND GYM - FA PULL STATION STRUCTURAL GRID L6.2 SITE DETAILS PLUMBING 9500 SW Murdock St. ® L6.3 SITE DETAILS PD154 DEMO FLOOR PLAN -PORCH BUILDING-PLUMBING Tigard, OR 97224 ® TELEPHONE OUTLET L6.4 SITE DETAILS PROJECT L6.5 SITE DETAILS 09-MECHANICAL ® THERMOSTAT L6.6 SITE DETAILS M001 SYMBOLS, LEGENDS AND ABBREVIATIONS-MECHANICAL ITE FIRE EXTINGUISHER CABINET 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 FEC M102 OVERALL ROOF LEVEL-MECHANICAL 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 S001 GENERAL NOTES, LEGEND SYMBOLS,ABBREVIATIONS M154 FLOOR PLAN-PORCH LEVEL-MECHANICAL CEILING HEIGHT ABOVE S010 TYPICAL DETAILS M501 DETAILS-MECHANICAL ® 0 CEILING LUMINAIRE: SURFACE, RECESSED FINISH FLOOR S101 OVERALL FOUNDATION PLAN M701 CONTROL DIAGRAMS-MECHANICAL S102 OVERALL ROOF FRAMING PLAN M702 CONTROL DIAGRAMS-MECHANICAL 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- - I-O FM 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- 0' WALL WASHER: SURFACE RECESSED S300 CANOPY SECTION& PARTIAL FOUNDATION PLAN MD154 DEMO FLOOR PLAN-PORCH LEVEL-MECHANICAL LINE TYPES S400 FOUNDATION DETAILS 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 v BREAKLINE AD101 OVERALL DEMO FLOOR PLAN Tigard, Oregon 97223 Portland, Oregon 97204 E152 FLOOR PLAN -CONFERENCE CENTER-POWER AD102 OVERALL DEMO ROOF PLAN 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: (503) 542-0543 MOUNTED NORTH ARROW POWER AD152 SECTOR DEMO FLOOR PLAN-CONFERENCE CENTER to AD153 SECTOR DEMO FLOOR PLAN-LOWER CONFERENCE CENTER N 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 AD203 SECTOR DEMO RCP-LOWER CONFERENCE CENTER AND GYM E701 DIAGRAMS-ELECTRICAL ® I-O 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 A100 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 A102 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 Al 52 SECTOR FLOOR PLAN-CONFERENCE CENTER LIGHTING Portland,Oregon 97205 Camas, WA 98607 A153 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: (503)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 LINEAR AIR DIFFUSER A162 ENLARGED BATHROOM PLANS TSYMBOLS, LEGENDS AND ABBREVIATIONS-TECHNOLOGY A163 ENLARGED BATHROOM PLANS T11551 1 FLOOR PLAN-PRETECHNOLOGY GENERAL NOTES A201 SECTOR RCP-PRE-K T152 FLOOR PLAN-CONFERENCE CENTER-TECHNOLOGY ABBREVIATIONS A201 SECTOR RCP-CONFERENCE CENTER T153 FLOOR PLAN-LOWER CONFERENCE CENTER AND GYM- 1. THE CONTRACTOR SHALL ACKNOWLEDGE AND UNDERSTAND THAT THE 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 OR �NOLOGY PLAY-TECHNOLOGY AFF ABOVE FINISH FLOOR NSF NET SQUARE FEET/FOOTAGE A301 EXTERIOR ELEVATIONS T501 DE ILS-TEC 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-TECY DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE ARCHITECT BD BOARD OCC, OCCS OCCUPANTS) A501 INTERIOR ELEVATIONS T503 E ILS- E NOLO Y ANY DEFICIENCIES OR BEAR THE RISK AND EXPENSE OF ANY FAILURE BO BOTTOM OF OFCI OWNER FURNISHED, CONTRACTOR INSTALLED A502 INTERIOR ELEVATIONS BOD BOTTOM OF DECK OD OVERFLOW DRAIN 1 DEM ORP -PRE-K-TECHNOLOGY TO DO SO. THE CONTRACTOR SHALL REQUIRE EACH ISBlle Revision Date BUR BUILT-UP ROOFING OPP OPPOSITE A503 INTERIOR ELEVATIONS TD152 DEMO FLOOR PLAN-CONFERENCE CENTER-TECHNOLOGY SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND - 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 Addendum 3 3 10/09/20 CJ CONTROL JOINT PH PHONE A505 INTERIOR ELEVATIONS TECHNOLOGY 2. DRAWINGS OF EXISTING BUILDING FOR REFERENCE ONLY. Addendum 4 4 10/19/20 CG CASE GOODS PL, PLAM PLASTIC LAMINATE A50INTERIOR ELEVATIONS T0154 DEMO FLOOR PLAN-PORCH LEVEL-TECHNOLOGY CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN FIELD. CH CHAIR, COAT HOOK PLY PLYWOOD A5077 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. GONG CONCRETE RD ROOF DRAIN A509 INTERIOR ELEVATIONS FS100 FOOD SERVICE EQUIPMENT PLAN CPT CARPET RDOD ROOF DRAIN OVERFLOW DRAIN A510 INTERIOR ELEVATIONS FS200 FOOD SERVICE ELEV./FABRICATION DETAILS 3. ALL WORK SHALL COMPLY WITH APPLICABLE BUILDING, MECHANICAL, CTG CLEAR TEMPERED GLAZING II REQUIRED A511 INTERIOR ELEVATIONS ELECTRICAL, PLUMBING, AND FIRE CODES. CR CARD READER, CURTAIN ROD REV REVISE, REVISION A512 INTERIOR ELEVATIONS 4. IN PERFORMING PROFESSIONAL SERVICES FOR THIS PROJECT, DECA DEMO DEMOLITION, DEMOLISH RF RESILIENT FLOORING A513 INTERIOR ELEVATIONS ARCHITECTURE, INC. ISSUES, EXPRESSES OR IMPLIES NO WARRANTIES EF EXHAUST FAN RVL REVEAL 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 FIR 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 HM HOLLOW METAL TBD TBEE DETERMINED GYP GYPSUM BOARD TO TOPA702 DOOR AND WINDOW SYSTEM/RELITE TYPES 8. CONTRACTOR TO SUBMIT ALL FINISHES AND MATERIALS TO ARCHITECT 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 HALL PROVIDE SHORING, BRACING, SUPPORT AND CONTRACTOR S KDF KNOCKDOWN FRAME UL UNDERWRITERS LABORATORIES A721 INTERIOR DETAILS-TREEHOUSE 9. PROTECTION S 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 VFO 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 MISC MISCELLANEOUS WS WOOD BASE A734 INTERIOR DETAILS-WHEELCHAIR LIFT AERIAL SURVEY FOR ADDITIONAL INFO. GOO / MFR MANUFACTURERS) WD WOOD A741 INTERIOR DETAILS-CASEWORK Sheet NO. 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OF � V /rd r/,r/rr/rrrr/rrrrr/r/rrrrrrr,rrr,r/ rrrr r// rrrrr,rr rr/,rr/rr/rrr//rrrr/rrrrr rrr rrr rr r/rrr/rrrr/rrrrr rrrrrrrrrrrrrrr rrrr/ rrrrrr/rrr/rr rrrrrrrr/rrrrrrr rrrrr // .� r r r,rr r r rrrr r/rr/ �d rd d 6 brr6 b or or d 6 or or Pr ,,,, r4 Ifrr, ,,,, TIGARD-TUALATIN SCHOOL r , , , rrrr r rrrrr rrrrr/rrrrrr DISTRICT TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR 97224 uI FU PRE-K 1 DISTRICT BUILDING Lj L ACCESS ROAD FOR DEMO & LANDSCAPE r_u _ FOR PLAY AREA p 20' WIDE ACCESS (SEE ATTACHED CUTSHEET) 1 1/4 MINUS 18” DEEP ON FABRIC I 0 pI TOTAL ROAD WIDTH TO BE 301 - 5'-0" SET V BACK FOR TEMP FECE EACH SIDE OF ROAD - FENCE BY OTHERS o- Q efl _ INCLUDES PLACEMENT & REMOVAL OF ACCESS ROAD CI- TEMPLETON ELEMENTARY SCHOOL I LAJ I RED ARROWS INDICATE Issue Revision Date TRUCK TRAFFIC 'I 100% CONSTRUCTION DOCUMENTS j - - 20'-0'• CONSTRUCTION SITE PLAN Scale As indicated FABRIC CRUSHED ROCK Date 09/11/2020 n ACCESS ROAD SECTION DETAIL G009 _.,a..LLI 1 1/4" = 1'-0" Sheet No. 0 NO PARK GATEMom ` _ NOTES: LEGEND:10100 1 • [SD] IS [SDI ISDI SD ISD] [SD] i- - - BUILDING OUTLINE WITH DOOR 1.) VERTICAL DATUM:NAVD 88(GEOID 12A) HB ! _ CONCRETE SURFACE ;, ' •" GENERATOR RD / ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO.1 - - e c a � '•. - I yo\ / • . • =T USING THE OREGON REAL-TIME GPS NETWORK(ORGN). — — ASPHALT SURFACE , .a / _ _ _ /j n r WALL rchitecture . in TRA N //. ' 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 CENTERLINE OF SW 97TH AVENUE IS CURB LINEr.1 _ - - — -- 1B JB ' E 1' d // r - / NORTH 00'34'45"EAST. \ — —— — — — — RD \ / r _ // � _ /- EDGE OF ASPHALT RD / ` CONTROL . . / / - 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO, RIGHT-OF-WAY LINE • ♦ .. .•. . POINT#2 LOT LINE 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 PROPERTY LINE d d j.' I / _ - (TEMPLETON ELEMENTARY SCHOOL)AND LOT BOOK SERVICE ORDER NO.7019-2858150 • '. / / SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 HEDGE LINE l / • . 4 ! `� \ I� % J (TWALITY MIDDLE SCHOOL) T TELECOMMUNICATIONS LINE / �� �• . d :• 1q)ff '. .. I. / / SD STORM LINE • d, • ' a e d 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS . / [SD] STORM LINE(PER RECORD DOCS.) • d 1 . � [ _ MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES • ! \ / 55 SANITARY SEWER LINE 111 SW Fifth Ave., Suite 2600 / ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO Portland,OR 97204 a • d �- /� CONSTRUCTION. w WATER LINE O: 503.542.3860 .0 _ F: 503.274.4681 A \ / [W] WATER LINE(PER RECORD DOCS.) www.kDff.COM IICCvv °.. '• i V G GAS LINE IG] GAS LINE(DER RECORD DOCS.) t'. oLlu OVERHEAD UTILITY LINES TIGARD-TUALATIN SCHOOL HB o d " CHAIN LINE FENCE DISTRICT • PROJECT CONTROL: wooDFENCE RD ..: PRE-K / DISTRICT BUILDING —� WROUGHT IRON FENCE TEMPLETON PRE-K AND CONFERENCE CENTER e.. A � .� .� °. ! STATION DESCRIPTION NORTHING FASTING ELEVATION .. [ ] UNDERGROUND LINE PER AS-BUILTS 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25' SIGN 9500 SW Murdock St. EXISTING PORCH 4 •. d 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' �rT DOUBLE POST SIGN Tigard, OR NORTH .. . :• OULARD 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' o FP FLAG POLE 97224 w . . •j a'� ' d 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' D/W DRIVEWAY ENTRY :.4 :i _ .a 5 MAG NAIL W/WASHER"KPFF CONTROL" 132968.06 321577.38 285.84' HCR HANDICAP RAMP BIKE RACK ��ED PRO A FFS �d ' 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' S� 'Sy t _ ORD ROOF DRAIN �V\ �0 I N . .' ;• 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' OJB ELECTRICAL JUNCTION BOX 79701PE l RD " d •° e / 8 1-1/8"BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' E 0 ELECTRICAL METER DIGITALLY SIGNED OEC ELECTRICAL CABINET OREGON `\ a�l _ l•°PS Up .,. . :y .• E1101 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.554, EVLT ELECTRICALVAULT• * 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55'° TRAN TRANSFORMER 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' GUY ANCHOR . .P 4 LUMINAIRE EXPIRATION DATE: 12131121 � � �. a '1,.T POWER POLE . d< V o•: C • f. • o OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT G 0 GAS METER "• .° • V o V GAS VALVE H$ ' QS SANITARY MANHOLE ° d <a / QD STORM MANHOLE CATCH BASIN/AREA DRAIN '•q 3 -9� 'a_ . of ® CATCH BASIN(WATER QUALITY) a \ ❑ AREA DRAIN d \ • a o O SANITARY/STORM CLEAN OUT oo Rb 00 SANITARY/STORM STRUCTURE N F - , "CO' - a TELVLT TELECOMMUNICATIONS VAULT e / TR0 TELECOMMUNICATIONS RISER `mac D4 WATER VALVE T J� W W W o qp FIRE HYDRANT OEC 01N -, / W0 WATER METER O-O FIRE DEPARTMENT CONNECT CO ° B Q WATER MANHOLE WVLT WATERVAULT 0DF DRINKING FOUNTAIN .• d °- -„ w 0 H HOSE BIB �j 01CV IRRIGATION CONTROL VALVE LIV UNKNOWN UTILITY VALVE a I DECIDUOUSTREE -PERIMETER REPRESENTS ORIPLINE 1 • , CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE ' d SHRUB • MONUMENT #1 PROJECT CONTROL POINT Q/d wF w�TFR / w Issue Revision Date w 100% CONSTRUCTION DOCUMENTS a d ,n ° 4 ° i EXISTING CONDITIONS n 114 CONTROL Scale SEE PLAN POINT 41 SCALE 1 INCH = 20 FEET Date 09/11/2020 20 0 20 40 Sheet No. C1 00 ' v • No PARK \ - 7[SDI JH8 [SD] SD SD [SD] [SD] - SD STRUCTURE TABLE SHEET NOTES recait , w. • GENERATORRD // _ _0' a2 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE h c t u r e . i n •. "a STRUCTURE ID NORTHING EASTING 8" IN=249.61 r DONE PER DETAIL 1/C4.0 TRAN m FIELD VERIFY POINT y 1 132200.88 322172.32 35 SE Alder Street : Portland Ore on 97214 . _ SAWCUT EXISTING ASPHALT PAVING I eK ❑ AS NEEDED TO INSTALL PIPE. OF CONNECTION / ,9 2. NORTHING AND EASTINGS SHOWN ON STRUCTURES ARE UI 9AI �10 10A7 Snj 2.19 A95 1B 1B _ _ . . d J /' SHOWN AT CENTER OF STRUCTURE. p REPLACE WITH 3"THICK 1/2" DENSE /: / // / Q� 132138.52 322143.92 RD GRADED, LEVEL 2 HMAC OVER 8" / �` COMPACTED BASE COURSE OVER 1. . . . / AQ-Qi 132119.44 322123.06 SEPARATION FABRIC /. 704 132241.35 322132.98 UTILITY LABEL LEGEND /. co-ol 132197.39 322196.50 STRUCTURE LABEL lq3ff / a� •• d •. , I / ' / CO-02 132169.59 322142.31 d :.•A... 1 /. / UTILITY TYPE (SD=STORM DRAINAGE) •d / CO-05 132227.79 322136.21 TRUCTURE TYPE CALLOUT 111 SW Fifth Ave., Suite 2600 '..; • ° \ �/ h CO-06 132134.12 322164.61ID NUMBER(WHERE APPLICABLE) Portland,0: 503.542 38604 °• '"i' •a•; • d ..� �/h\ \ ./ . _ FF_� Pwww3koff.Om81 h • ' . \ " CO-07 132138.96 322135.80 ICV ` : .e .: .. XX XX-XX CO-08 132123.74 322127.58 RIM= IE IN =XX.X STRUCTURE INFO (WHERE APPLICABLE) t.. A. : � co-09 132154.82 322115.12 IE OUT=XX.X TIGARD-TUALATIN SCHOOL °� HB •a d. �\ CO-10 132205.22 322111.50 DISTRICT PRE - K / DISTRICT BUILDING RD -- CO-11132215.03 322096.77 • • • d •.` PIPE LABEL TEMPLETON PRE-K AND CONFERENCE CENTER d d: . • CO-12 132287.84 322242.11 "� . . •• • .. UTILITY LENGTH .d CO-13 132153.74 322079.35 UTILITY SIZE 9500 SW Murdock St. �. • Tigard, OR • CO-14 132205.09 322076.36 UTILITY TYPE 97224 e•. a 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% �a al dco SEE PLUMBING SHEET ' ' e:_ IE=251.88 CONN TO EXISTING-2 132180.10 322016.56 (WHERE APPLICABLE) �v`�'♦���D PN fF�ss�Oy P154 FOR CONTINUATION SLOPE • 9 y�.�Q" �` 79701 PE 9 l RD •. d"•. ]12M=260.75 •a• .-• Via .: STRUCTURE TYPE DIGITALLY SIGNED . : IE 6"OUT=257.75 (S) / OREGON �; CALLOUT DESCRIPTION DETAIL REF. ;�. '14 4 W STRUCTURE TABLE AREA DRAIN 2/C4.0 p�U� MARK ����o d\ e e U� 0 \ S=3.95% \° STRUCTURE ID NORTHING FASTING CO CLEANOUT TO GRADE 3/C4.0 SD CO 05 h ROOF DRAIN CONNECTION, SEE IZ6 LF-3/4"W IE=257.20 \ •P 4 " '. . a i' STUB-01 132247.68 322129.68 ARCHITECTURAL DRAWINGS EXPIRATION DATE: 1213172 / HB HORIZONTAL BEND / .`. STUB-02 132127.61 322104.98 CONNECT TO EXISTING 8" FP PIPE . 4 . o 7- 1 FP HB-03 / 11 y_1 FIELD VERIFY POINT SDCOI. •• ' OF CONNECTION IE=259.90. :a • 01 E,8 . / SD CO-10 S�' / FP STRUCTURE TABLE e. '• 259.90 RD RD • . - .. / / S STRUCTURE ID NORTHING FASTING I \ SO CO-14. °� / ' S=34.70% \ IE=262.63 '' `" / 1.1 o- HB-01 132176.04 322035.34 I °1 / / I 43 LF-4" PERF HB-02 132176.04 322009.96 1 IE 6"=262.25 1 SO CO-02 ® ° HB-03 132185.16 321998.55 I i S=141.95% ° 81 • /�91 LF-4" PERF ' IE=259.58 a / SO CO-01 F 1 L--- co •' I I I I IE=254.16 O / 40 LF -8"FP I ( $ W �- W 50 LF-4" PERF ( S �7% ' / S==25.8125.81% % FP HB-02 E3EC °ICV ` y 1 SD CO-09 / 1 IE=257.10 °\° RI =260.20 1 co � \ I D rV IE 6" OUT=257.20 (NE) ♦ ♦ S=29.60% yry. 56 LF-4" PERF ♦ a . /0 � IE 6" IN=260.51 / SD CO-15' FIELD VERIFY POINT OF CONNECTION SO CO-13 SkI]E=256.22i E=262.63 6J y/ CONNECT TO EXISTING 8" FP PIPE FP HB-01 5�2, FIELD VERIFY POINT OF CONNECTION I S-7?7 / SD CO-06 i IE=255.76 i S=5.45% W STUB-02 RI�259.80 SEE LANDSCAPE DRAWINGS `vim IE 6"OUT=256.80 (SE) FOR CONNECTION SO CO-07 SET RIM TO BOTTOM OF WOOD LAYER WITH DOMED LID IE=258.96 w RIM=259.75 „p IE 6" OUT=256.75 (E) 21 LF-4" PERF -08 SID CO wF wATFR S=1.40% / SET RIM TO BOTTOM Issue Revision Date OF WOOD LAYER IE=258.96 1009 CONSTRUCTION DOCUMENTS w UTILITY PLAN Scale SEE PLAN SCALE 1 INCH = 20 FEET Date 0911112020 Aa9 20 0 20 40 Sheet No. C2 . 0 , I i NO PARK I 1 S\ 1 [SDI FIRE LANE, \GENERATOR I 1 H8\� 0 I �\ \\ \ / / / / SHEET NOTES • I. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL(ESC) SWI� • . ... z\ ;°: . / // / / PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT e c a lB JB— EL/— — 4— D ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF / / rchitecture . in \ / // / I ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, — — — — RD \ y ;. ' . !�& / \ ' / // / / UTILITIES, ETC.). \ 35 SE Alder Street : Portland Oregon 97214 eca-Inc Com 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 Fifth Ave., Suite zeoo BE PERMITTED.THE FLAGGING SHALL BE MAINTAINED BY THE Portland,OR 97204 7 — CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 0: sos.na 4680 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE HB ' '/ / // // / _ CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND RD / 'j/ /' // // / SURE THAT SEDIMENT DING I AIND SEDIMENT LADEN WATER DO NOES,AND IN SUCH A MANNER AS TO TIEN ER TIGARD-TUALATIN SCHOOL PRE-K / DISTRICT BUILDING ' / THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE DISTRICT WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM TEMPLETON PRE-K AND CONFERENCE CENTER // ' /' ♦ // / / 1 / REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND 9500 SW Murdock St. TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO Tigard, OR oCD // ' / / // / //' NOT LEAVE THE SITE. 97224 /' /// 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE Rp / �' / // THEIR CONTINUED FUNCTIONING. ^797 -P, 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTEDAND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT, DI/ / / // // DIGITALLY SIGNED 41� / \ ' // / 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE %,j,0c6N, 7 / ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. o/ / ALL CATCH BASINS AND CONVEYANCE LINES SHALL BEK 0�0� ■ ' CLEANED PRIOR TO PAVING.THE CLEANING OPERATION SHALL /T \ / NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM EXPIRATION DATE: 12/31/21 f / // SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED \ HB ' \ /) / , / / / / / / / // // i AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR /' THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY RD \ / / \ / / / / / / / // / / BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. co o //' //' // // RD ° / // ,� / / / -/ / / /� ,/ / / SHEET LEGEND moo / % /' // // /' /' / / / I — — PROPERTY LINE — — — — — EX. CONTOUR MINOR Olcv / / ' / / / / of � �� I I // / / / / / / - - - - -50 - - - - - , EX. CONTOUR MAJOR co I i 1 /� 1 1 / I ` 1\ / / , / / / / / / // / 49 PROP. CONTOUR MINOR 1 I I I '.� , • • \ / /' / / ,/ / ,/ / // // / / // 50 PROP. CONTOUR MAJOR EXTENT OF WORK ( 1 ( / 1 I •... / '/ / // / / / / / / ,/ / STRAW WATTLES 5 INLET PROTECTION q SURFACE FLOW DIRECTION CONCRETE WASHOUT 4 / Issue Revision Date —259 5q' '1,' // // /// /�/ // /// /// // // // 1009 CONSTRUCTION DOCUMENTS // �' / ' NY Ile If NOOK EROSION 1q)ff CONTROL PLAN Scale SEE PLAN / I In SCALE 1 INCH = 20 FEET Date 0911112020 20 0 20 40 Sheet No. CIO o RESURFACING MATCH HARD SURFACE I LANDSCAPE AREA EXISTING PAVEMENT PAVED UNPAVED • m SECTION AREAS AREAS CAST IRON FRAME AND I MECHANICAL PLUG „ A Z COVER TO FINISHED I WITH GASKET EXISTING AC CASTION FRAME SAWCUT DETECTABLE e c a GRADE IN PAVED AREAS RISER O.D. PAVEMENT LINE WARNING TAPE MSN' y2'° SETINRCONCRETE rchiteeture . in AC PVM'T OR CONC. PAVING + MIN. WOOD STAKE OR OTHER SURFACING >:: ;;: c:: \/ 35 SE Alder street : Portland Oregon 97214 III=III=�1„ MAX. wo \moi\i\i\i\i\ ° »:ee�e /\\/ /\\ 3 ADJACENT ROLLS y 2" MIN. o.a.eo..{. I1— O xJ� \/�\f�\\\ o ° SHALL TIGHTLY A o 6" M� ;o t. . _ #4 HOOP z a a Z Y \\/\\ e ° .0 ° a/ / / \ F J a A ' — CENTERED IN 3000 Z w a / / 0°'•0 0 :° °•° / / �/\ ABUT `I'F``ro 'c' ' ° °I I E v > / // a °° e F y�oy °°•; .° . I 1 ° 111-PSI CONCRETE PAD. ° o gym` /\\/\\ °; °'°°° °Y\\\\\\\ �\�\ cnV) LLJ lcpff 600262o�c9` *601 ' I 1 e °o° PROVIDE Y4" MIN. M �n \\�\\ °;Q o,•; \\//\\// j\j` 4" MIN. ,° 1 Z � Oo00 %\�\�\�\j///\\\ °°;•°,o,°°•°°°,,°°0ee•e.°e°a°;o°o°°•. .•°°•,°°oo°.° •°e.e°°'o'°.°•°°0°eo o'°°°o°o°°'^.•°°o°°o^ °• CLEARANCE FOR �T/ RWIRE AeCER Ld�/ ; e '°° '° ° _ 11 SW Fifth Ave., Suite 00CONCRETE PAD J = J Portland, OR 97204PLAN VIEW = 0: 503.542.3860AND RISER PIPE 1-.0 ? U12wF: 503.274.4681 U p0 ° ••° / www.kof.comWOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8 -10n DIA.) RISER PIPE m INBED WATTLE 3"t INTO °° Z D/2EXISTING GROUND SURFACE oo• TIGARD-TUALATIN SCHOOLCD TO PROVIDE CUTOFF TRENCH BACKFILL ° / ° / DISTRICT EXISTING SLOPE0 .0 0o ° ' oTEMPLETON PRE-K AND CONFERENCE CENTER WYE BRANCH ° oo45• BEND NOTES: /o'° �—I 11=1 I I I i I=ITI III—� I r 9500 SW Murdock St. 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. CARRIER / /° ' 6" D 6" Tigard, OR 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' _ _ _ l "p " _ INSTALL PLUG WITH MIN. MIN. 97224 MIN - 25' MAX.) GASKET IF END OF TYPICAL PIPE BEDDING AND BACKFILL 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. I ` LINE SCALE: NTS ^7971.PE'-", 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR ° ooe°0°0 o e o ° oo•°°0 ° e °` FE REQUIRDRVICE NNECTIONRYE STRAW NOT PERMITTED. ° °"op,° °; .° °° "°o; STRAW WATTLE ON SLOPE " BEDDING MATERIAL DIGITALLY SIGNED 5OREGON 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 ExPIRATionDATE: 12131121 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 STANDARD CLEANOUT (COTG) FINISHED AMODEL 1299CGD PPROVED EQUAL BY ADS, OR 3 GRADE RIM ELEV. SCALE: NTS PER PLAN 2EACH FOAM DUMP STRAP 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 TX 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 I HARD SURFACE DUMP STRAP 6 CONCRETE WASHOUT SCALE: NTS FINISHED RIM ELEV. 12" LIGHT DUTY ESTRIAN 1" REBAR FOR BAG GRADE PER PLAN GRATE BY ADS, ORAPPROVED REMOVAL FROM INLET EQUAL OPTIONAL OIL ABSORBENT PILLOW REGULAR FLOW SILTSACK® DUMP STRAP Issue Revision Date 100% CONSTRUCTION DOCUMENTS o NOTE 1 PIPE SIZE '• • 00��%� PER PLAN • • . •° .�.'.. a IE (OUT)= � PER PLAN COMPACT SUBGRADE NOTE: NOTES: 1. DO NOT USE HIGH 1. 12" NYLOPLAST DRAIN BASIN, OR APPROVED EQUAL DETAILS 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. ` J � J \ �'Z� SHEET NOTES NN 8" / �, 1. SIGN LOCATIONS SHALL BE PER DETAIL 1/C5.1. / 15" ),6" // DF \ " 2. CONTRACTOR TO STAKE OUT SIGN LOCATIONS FOR DISTRICT rec .3 8„ / APPROVAL PRIOR TO INSTALLATION. 1 t e C t u T e . 1 nl 2 015" 91, N \ / 3. PROVIDE 3' MINIMUM CLEARANCE BETWEEN ALL SIGNS AND t.35 SE Alder Street : Portland Oregon 97214 g / EXISTING UTILITIES. sn_ N — 987 fwl Wl [w] [w] I I EVLT ,n 2,. a ., JI, LL OHU NO ARK OHU lin — OHU OHU 4 °4" o o < •' a F e--..'. G e •• a - 0 O 6 • • •.. 8°S �' 8" i� 8"SS 8"55 8"SS 8"SS 8"SS 8 5 1 S �8"55 8"s5 8"55 Sb e . 4 _ / O 41 NO PARK KEYNOTES / Iso/ lsD] --[SDI Is Hs [SD] [SDI [SDI [SDI [sc 1 INSTALL"ELEMENTARY AND PRE-K PARKING GENERATOR e RD 111 SW Fifth Ave.,Suite 2600 AND DROP-OFF"SIGN (SIGN POSTS SET BACK Portland,OR 97204 a' FROM CURB MINIMUM 18" 5' O: 503.542.3860 / I • F: 503.274.4681 e "o / Iw] I`^� [ mow] T� — 2. INSTALL"TRAINING CENTER AND DISTRICT 5 w++•koff.com wi f RESOURCES"SIGN "eA " o Go o18 JB IELrri - - D RD 3. INSTALL DIRECTIONAL ARROWS 4 TIGARD-TUALATIN SCHOOL / 4. INSTALL DIRECTIONAL BUS AND CAR SIGN. 51 DISTRICT / —— J I / TEMPLETON PREA AND CONFERENCE CENTER F� e e 3 9500 SW Murdock St. / Tigard, OR / 1 / 1 ` 97224 IN / [wl � [wl cv ^97PE 1q)ff o16" l 'Al / .'• HS DIGITALLY SIGNED PRE-K / DISTRICT BUILDING RD. %RJIDG�0o, - ICH 4. ypl EXPIRATION DATE: 12/31/21 lb '�^ •• eek, }e •e a ., e . V e U e D 4 9cg/Fal€ . 17� e e P a e NO PAR RD A Z Zn • 9I I 1\ . .b ' •� N O •I • \ \ • , ' p ,d N ;5 His 41 a \ NO 1 / PARK i e \ �: _ e 24 - \ ,d' \ • • • ` C p HB RD 1 [w� [ l [w] Iwl Jy71 [W� ,l I \ FP FP FF'� e �FP FI q e0. FP F &o Rb C 7 ® o 30" e I ' 1 e.• ,., � SO E�� � I I O e DEC 0ICV a ' •e• ❑ A#11 I c0 ICV ICV 0 0Icv I e• - e / •^ e e / e "e• I •e (2" a. Issue Revision Date e 100% CONSTRUCTION DOCUMENTS n• Z a. e 4. e i f w e " e 14 � e• o e• 7" e SIGNAGE AND 7" s STRIPING PLAN � e •e i NONE Scale SEE PLAN TEMPLETON ELEMENTA Y SCHOOL SCALE 1INCH = 20 FEET Date 09/11/2020 20 0 20 40 Sheet No. C 5 . 0 rceca2"0 STD GALV PIPE POST hitecture . inl35 SE Alder Street : Portland Oregon 97214 jq GALV U-BOLT WITH NUTS FACE (2 PER SIGN) SIGN SECTION 1Tff 111 SW Fifth Ave., Suite 2600 Portland,OR 97204 O: 503.542.3860 F: 503.274.4681 www.koF.rom TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K AND CONFERENCE CENTER NOTE 1 7' 9500 SW Murdock St. 30" Tigard, OR NOTE 1 97224 30" 1 SIDEWALK �1 ��RED PROFESS TRAINING = �V\S �G 1 N E� /DAG CENTER AND '-ii-i . i Mi� 1 � �` 79701 PE 9 9l n — NOTE 2 — �� DIGITALLY SIGNED NOTE 2 —i�- — i—i — OREGOJ M DISTRICT o 6" =iii,: 6" °MARKD���o RESOURCES TYPE A- LANDSCAPE TYPE B- SIDEWALK CARS BUS NOTES: EXPIRATION DATE: 12131121 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 5 SCALE: NTS SCALE: NTS I SCALE: NTS 30" N N N ' � 3'—q^R ELEMENTARY CD & PRE=K N 2.3-R PARKING & O I DROP OFF -0" N 2'-s, 2'-2"1 WHITE LETTERING ON GREEN BACKGROUND N ONLYi Issue Revision Date T1009 CONSTRUCTION DOCUMENTS UDENT DROPOFF DIRECTIONAL LEFT TURN ARROW �,� DROP OFF SIGN q SCALE: NTS L SCALE: NTS SIGNAGE AND STRIPING DETAILS Scale SEE PLAN Date 09/11/2020 Sheet No. C501 MATERIALS LEGEND ARTIFICIAL TURF EDGE CONDITIONS CONDITIONS DETAIL/SHEET 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 02 TEXTURED CONCRETE (111-6.1) T BOTTOM OF MOUND 211-16.0 tel 503 239 1987 fax 503 239 6558 data-inc.com ++++++++-I+ + + P.I.P.P,I.P. RUBBER SURFACING (5,6,711-6.0) O3 ADJACENT TO PLANTING AREAS 111-6.0 DRY CREEK BED (711-6.5) 4 AT TOP OF MOUND 211-6.2 GGEE� 0 DOWELED EXPANSION JOINT 05 TURF MOUND ADJACENT TO CONCRETE PAVING 11L6.2 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 24 NW 2nd Avenue, Suite ,00 P.I.P. RUBBERIZED SURFACING EDGE CONDITIONS OF01 OWNER FURNISHED OWNER INSTALLED Portland, Oregon s2os Ph:503.222.5612/F:503,222.2283 PROPOSED TREE CONDITIONS DETAILISHEET Email: infodgreenworkspccom PA PLANTING AREA OFCI OWNER FURNISHED CONTRACTOR INSTALLED 10 ADJACENT TO PANTING AREA 7A/L6.0 TIUALATIN SCHOOL CURB WALL DISTRICT U2 ADJACENT TO CONCRETE PAVING 7B/L6.0 TEMPLETON PRE-K,CONFERENCE CENTER,AND SITE DETAIL KEY NOTES30 ADJACENT TO VERTICAL ELEMENT 611-6.0 DISTRICT SERVICES 9500 SW Murdock St. PLAY ELEMENTS DETAILISHEET ® ADJACENT TO TURF MOUND 7CIL6.0 Tigard, OR TT 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 0 EXISTING WALL TO REMAIN PROTECTED IN PLACE GI STERE 1.4 EMBANKMENT SLIDE 111-6.3 A 4 .383 1.5 BOULDER SCRAMBLE 111-6.4 ❑2 EXISTING CONCRETE PAVING TO REMAIN PROTECTED IN PLACE 1.6 WILLOW DOME* 31L6.5 03 THICKENED CONCRETE EDGE2 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 1.9 MUSICAL INSTRUMENT* 211-6.4 91'E AY, ~ 1.10 LOOSE PARTS STRUCTURE* 111-6.5 1.11 WATER PUMP 3,411-6.4 1.12 CONCRETE WATER CHANNEL 511-6.4 1.13 NOT USED --- 1.14 BASALT COLUMN SEAT 51L6.7 GENERAL NOTES 2 D SURFACING DETAILISHEET 2.1 ARTIFICIAL TURF EMBANKMENT 211-6.0, 1,2,3/1-6.2 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 5,6,71L6.0 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 1,316.01311-6.1 2.9 CURB WALL 811-6.1 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 DETAILISHEET 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 214IL6.5 FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE IMMEDIATELY. 3.2 LOG BENCH 111-6.7 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- .jo 0PLANTING AND LANDSCAPE DETAILISHEET 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 311-6.6 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 211-6.7 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 211-6.6 Issue Revision Date CONSTRUCTION. DRAINAGE DETAILISHEET 100% CONSTRUCTION DOCUMENTS 5'0 5.1 CATCH BASIN SEE CIVIL 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITIES SHOWN IN THE DRAWINGS OR SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE FOR 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 Scale As indicated Date 9/11/2020 Sheet No. Ll . 0 RD 2 , \ GENERAL NOTES d e c a 14 1. REFER TO SHEET L1.0 FOR MATERIALS LEGEND AND NOTES. architecture . i n c 2' - \♦♦ 3.3 935 SE Alder Street : Portland Oregon 97214 _ ♦ 1 tal 503 239 1987 taz 503 239 6558 deco-inc.com \\ \ ♦ as '. / ^.�♦�■■■r � � - r� e / e 5.2 Z1 i ♦ e / GREEN � 1 O T a ♦ ° ` e V./ a \ °d♦ 2 Green Works, P.C. 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P ♦ a G d - a ^ �` _ ♦ 4.2 TYP 5 2.6 ♦♦ PA+ PA Q o 1 .5 ♦ ° 4.6 3.2 ♦ O e C ♦ 1 .14 ♦ e a q c ae m 2.4 Issue Revision Date * 1 .6 ♦♦ ♦ * 100% CONSTRUCTION DOCUMENTS ♦♦ ° < 3 ♦ 1 .10 33 ADDENDUM #3 2.4 ♦ q ♦ 2.3 3.1 .fr ♦♦ PA o e ♦ PA ♦ 2.9 d d> TYP. 4 ♦♦ A -. 4.8 �`" ♦ 4.5 1 .11 ♦ e d 1 .12 ♦ ° as ■��■.■ ♦ sow 4.6 4.4 3 3.4 4.4 MATERIALS PLAN 2.9 2 / SCALE: 118" Scale As indicated / = 1'-0" N Date 10/09/2020 0' 4' 8' 16' Sheet No. L 1 . 1 / LAYOUT LEGEND / PC POINT OF CURVATURE d e c a / PT POINT OF TANGENCY architecture . inc RD / PRC POINT OF REVERSE CURVATURE 935 SE Alder Street : Portland Oregon 97214 CP CENTER POINT tal 503 239 1987 fa: 503 239 6558 deca•inc.com TYP TYPICAL IMPLIED CURVE 111111'•- GRIER ♦♦ � � /�♦ .. 4FQ a � LAYOUT NOTES ♦ / 41* 1. VERIF'' NSAND-PROJECT'INSTALLATION OF MATERIALS. IF LAYOUT CONFLICTS ARISE, CONTACT THE OWNER'S GreenWorks, P.C. \ ♦ / / g0e REPRESENTATIVE. Landscape Architecture 132241.7367 N �\ / \ �P% Environmental Design PC O 322102.8846 E „ / / `� / 2. DIMENSIONS ARE TO FACE OF BUILDING, PAVING, WALLS, AND CURBS, ETC. UNLESS 24 NW 2nd Avenue, Suite 100 ♦ �A% %� Portland, Oregon \Q INDICATED OTHERWISE. Pn:50a22z 561 /F:503,222.2283 132232.7126 N J Email: infoiclgreenworkspc.com 3. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE OF PLANS. ' PT 322105.5364E Q + / � �■ � ♦- TIGARD-TUALATIN SCHOOL % RIM 132241.3615 N M ■ ♦ 4. ALL CURVED WALLS AND WALKS SHALL HAVE SMOOTH, CONTINUOUS CURVES AS o O 322132.9729E / / -•-• 2 INDICATED. DISTRICT / ♦ 5. INSTALL INTERSECTING ELEMENTS AT 900 ANGLES TO EACH OTHER UNLESS INDICATED TEMPLET DISTRICT SE PRE-K,CONFERENCE CENTER,AND -1♦ OTHERWISE. Rvlces / / / \ / ♦ 9500 SW Murdock St. 6. OWNER'S REPRESENTATIVE TO APPROVE FORMWORK FOR PATHS PRIOR TO Tigard, OR \ / / / ♦ CONTRACTOR PLACING CONCRETE. 97224 132214.2117 N �� / � �\ / 322095.1656 E cOo, \ __ / \ / o LAYOUT KEYNOTES1ST H / / / / ♦ O ALIGN CURB WITH CORNER OF BLDG • 38 • 6; / / � � � �'� ' � - - � �� \ �\ >> 46;6" / / ♦ • • 02 COORDINATE EXTENT OF CURB WITH LOCATION OF FENCE/GATE. SEE ARCHITECTURE i� Sp�� j / ♦ OREGON .4Q �� / / ♦ Q3 FIELD LOCATE BOULDERS FOR APPROVAL OF OWNER'S REPRESENTATIVEti "1 / / 132211.4258 N PRC 132199.9083 N ♦ R,6' / /O PT 322144.2197 E. %1. 7 qPE Aft 322078.0535E ♦ � 132208.1136 N / / ♦ tel/ � ♦ ® ALIGN CURVE WITH CORNER OF BRIDGE ♦ + PT 322107.3222E p / N 132204.8057 PT \ ♦ ��,\0' / E 322124.1177 h ♦ COORDINATE LOCATION OF PUMP WITH CONCRETE CHANNEL SO FLOW AND DRIP ARE N 132201.2056 S'0• ♦ O ♦ CONTAINED IN THE RUNNEL CATCHMENT ♦ 6.0" R=}5'Q"� E 322122.2908 PT �'A `� \\ ♦ N 1132193.5534 + ♦♦ 132199.7515 N I E 322120.6921 PT ♦ FIELD LOCATE VERTICAL LOG EDGERS AS SHOWN. FINAL PLACEMENT TO BE N 132192.4375 PT I 1 N 132200.8989 © APPROVED BY OWNER'S REPRESENTATIVE PT 322112.8218 E ♦ E 322082.9599 I I + � / : E 322172.3380 RIM 132204.3512 N -� PT 322158.3092 E 1 / ♦ Q7 ALIGN JOINT WITH EDGE OF ROOF ABOVE. COORDINATE WITH ARCHITECTURE ♦ I I 132184.1778 N 0 1 I 1 PT 3221.9710E 0 Q 8 APPROXIMATE CENTER LINE OF DRY CREEK BED. WIDTH VARIES. LAYOUT RD ♦ R=24. ^ I ' 1 P� 132175.9133 N ♦ o O SURROUNDING BOULDERS FOR APPROVAL OF OWNER'S REPRESENTATIVE ♦ R::24'0- 132175.9133 6-0" N 132174.0128 322159.6738 E 2 \ ♦ 2 TYP. N 132175.9412 PC � �J 6" I E 322121.8203 PC 1\ / " \ : O FIELD LAYOUT STEPPING STONES FOR APPROVAL OF OWNER'S REPRESENTATIVE E 322072.0042 �` � TYR 0 / II 132175.8840 N N 132174.5906 N 132174.5787 PRC 0 / PC 322064.9554E ♦ E 322080.4011 PC I 1 -E 322132.8674 / ♦ 314" PC 132178.7775 N I 1 0 `"" J �Q / ♦ �. , ♦ g_9 T N 132172.0966 PC 322114.0327E A --- E 322084.2993 132161.0586 N I 1 / ♦�� �� PC 1321689335N N 1132168.5722 PCC 322115.0557 E T-6'1 / \ 322\.4041E E 322082.7134 / CV ' \ PC 132152.2280 N I I p / / O PLAN KEY: PC 132152.3485 N X322120.6503 E 1 �c� 0, " 0 132161.5189 N 132162.3880 N 322093.8770E N 132150.6893 Q' 0 / 322069.5496 E PC 322075.5741 E E 322095.9804 PCC N 132162.1705\\ PT / / ♦ V. 1 E 322122.5040 132156.2693 N \\ \ R'12:Q• 1 0„ PT 322150.8665 E \ N 132149.2616 322107.6222 \ N 132148.2142 PC / E 322121.0378 N 1.32149.2661 / 132159.1704 N 1� PC 322087.5825 E 3 TYP 6+, E 322131.5280 / ♦ N 132147.5125 132153.784444 N �4 'Q�`/ E 322152.5967 CURB WALL I 322080.9190EAr 2 ♦ N 132142.8952 may" N 132146.6977 PC E 322133.3343 PC 132149.4248 N E 322125.9426 CURB WALL 322077.5121E �. 132145.4227 N / N 132143.9642 PC E 322122.8366 322105.8372 E Issue Revision Date 132143.9265 N R�'6" N 132137.0520 CP v PC 322112.5354 E �� E 342117.9595 \\ R=11' 6" \ ♦ 100% CONSTRUCTION DOCUMENTS _ R=1o'-s^ 4 TYPt w pv CP 132138.1963 N N 132130.0840 322098.4227E 5 0" 7. 22 ♦ N 132138.5341 E 322115 CO " f I ♦ E 322143.9158 RIM N 132128.2785 / Q! E 322112.8571 / CP 132133.5876 IN b R-19=9" S;0" 322110.7032 E Z O CP 132127.5974 N 322104.9602 E 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 �. N N 132119.4440 PC \ E 322127.8062 322111.1854E ' E 322121.0632 0 •�' ■ ��■ 000 N 132115.8509 ■• •••• E3221365305 LAYOUT PLAN 41 N 132111.2766 132116.8549 N E 322139.9457 Scale As indicated CP 322117.9693 E SCALE: 118" = 1' 0" \ / N \ Date 9/11/2020� 0' 4' 8' 16' Sheet No. X2 . 0 GRADING NOTES / 1 . CONTRACTOR TO VERIFY ALL EXISTING GRADES IN THE FIELD / PRIOR TO COMMENCING WORK AND REPORT ANY d e c a /r DISCREPANCIES TO THE OWNER'S REPRESENTATIVE architecture . i n c r o IMMEDIATELY. 935 SE Aider Street : Portland Oregon 97214 m r tel 503 239 1987 fax 503 239 6558 deca-inc.com FS 261.27 ho ° RIM 260.7 2. MAXIMUM SLOPES FOR WALKWAYS AND SIDEWALKS (WITHOUT / \ ♦ / Fs 26005 HANDRAILS) TO BE 2% (CROSS SLOPE) AND 5% (LONGITUDINAL FS 261.46 !♦ / / Fs 26060 FS 260.82 SLOPE). MAXIMUM SLOPES FOR RAMPS SHALL NOT BE GREATER 1GRICHUM, ` FS 261.47 ♦ o / ♦♦� �' a THAN 1V:12H (8.33/0) AND RAMP RUNS TO HAVE A LANDING � ♦ RIM 260.75 EVERY 30" RISE IN ELEVATION. GreenWorks, P.C. ♦ o Landscape Architecture Environmental Design ��\ I FS 261.12 / ��o ♦ 3. WHERE NEW FINISH GRADES TIE INTO EXISTING GRADES, 1 / �r ♦♦ Fs 260.90EARTHWORK SHALL BE BLENDED SMOOTHLY WITH ROUNDED 24 NW 2nd Avenue, Suite ,00 i ♦ � -/ / Portland, Oregon 97209 FS 260.92 AND SEAMLESS TRANSITIONS. Ph503.222.5612/F:503.222.2283 j ` g ■ FFE 260.90 MATCH EXISTING Email: infolfgreenworkspc.com // `■ ♦♦ FS 260.67 TIGARD-TUALATIN SCHOOL ® FS 261.29 as ■ ■ ♦♦ r 8 0 FS 260.90 ,�,'� Ge ° / ♦ v DISTRICT <r, 2� `� / io ♦ 4 , a ♦ TEMPLETON PRE-K,CONFERENCE CENTER,AND o / Fs-260.90 / / GRADING LEGEND DISTRICT SERVICES , � ,�; `` / / ♦1♦ FS 260.60 , FS 260.80 x� \ / / ♦ MATCH EXISTING AD AREA DRAIN 950Tigo0dSWORMurdock St. FS 263.09 �` \ 6 / / \ 111. / ,? / TC 261.00 BC BOTTOM OF CURB 97224 FS 260.90 1 ° / ` -4 v/ ♦ BC 260.67 FS 261.31 �.\ L / FS 260.50 v \� �� / ♦ FIFE FINISH FLOOR ELEVATION tiC31STE�� FS 263.60 : / \`� ' - - / `` ♦ 4 • 383 d ♦ y° / , ���� / e i FS FINISH SURFACE • • FS 263.95 ♦ / i� PO* FS 264.31FS 261.28 / / / / `� 6 / ♦ LP LOW POINT OREGON W ♦� 2So / ♦ ` FS 260.36 ® FS 264.40 ♦ o // / FS 260.57 ` \ / 6 FS 264.56 ♦ � / / `� 1 Tc 26063 TC TOP OF CURB EAR `> / ♦ L ♦ Fs 264.66 ` BC 260.30s ♦ ha / ; ` / ♦ _- GRADE BREAK FS 264.93 s ,��,♦ ( \ j 2% DIRECTION AND PERCENT OF SLOPE FS 265.08 � FS 260.98 �"" � � � � ♦ FS 260.24 \ FS 261.28 Fs 2so.ss FS 265.32 ♦ RIM 260.20 EG (205.00) EXISTING SPOT ELEVATION ♦ f _ ,°o __ -__ I � t / ♦ ♦ I t FS 260.500 1 I BW PROPOSED SPOT ELEVATION ♦' ♦ ES t FS 260.85 os� l� �♦ 262 PROPOSED CONTOUR ♦� '.� I FS 260.77 �F ♦ I t FS 260.74 / FS 260.60 21 M _ FS 260.51 TC 260.93 AREA DRAIN I 0 FS 260.57 X/10 - FS 266.23 I GRADING KEY NOTES FS 265.00 a -. - 265.23 15 I � ljot ♦ O TOP OF CURB TO BE FLUSH WITH ADJACENT ARTIFICIAL PLAN KEY: ♦ 0 ♦\ ''' 2.23j I t / / ♦ TURF. \ � \J FS 261.2 t �o ♦ �h 1� FS 261.28 I ; FS 260.77 � � O MATCH EXISTING GRADES FS 265.16 \ / / SFS 260.24 3 FS 26 ES � FS 260.65 FS 260.31 ,' ♦ � o ��o�` FS 260.74. �S � / \ FS 262.97 FS 260.09 ♦\FS 264.33 \ FS 260.84 ♦ FS 260.59 M � ♦\ N /Og° / FS 260.50 i "° ♦\ cod` � co � � � ♦\ `L N N ® �, ♦ FS 260.20 ♦ : FS 61.07 • FS 26032 F 260.61 \ uN FS ♦ Issue Revision Date 260.50 ♦ 100% CONSTRUCTION DOCUMENTS TC 263.79 VIF ♦ \ FS 259.90 / \` RIM 259.80 Q3 ADDENDUM #3 BW 262.50 ♦ o 0 0�0 �i�f ♦\ FS 260.03 FS 260:9 /�O ♦\ FS 260.72 FS 260.59 FS 260.53 FS 260.50 FS 260.55 2 0� ♦ ♦ RIM 259.75 2 ♦ ♦ TC 261.41 ♦ FS 261.08 4.5010 FS 259.85 ♦ _ _ ,■ ■ ■Fs2so 5GRADING PLAN / TC 262.41 Scale As indicated 3 FS 262.08 SCALE: 1/8" = V-0" N FS 262.00 VIF Date 10/0912020 MATCH EXISTING 0' 4' 8' 16 Sheet No. L 3 . O IRRIGATION SCHEDULE IRRIGATION NOTES d e c a SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS GENERAL 1. CALL UTILITIES TO LOCATE EXISTING SERVICES PRIOR TO EXCAVATION. arch 1 t e C t Ll r e . 1 ri C 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 tat 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 07/27/2018. ® RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES SST 30 1.21 4'x30' 3. VERIFY THE DIMENSIONS AND LAYOUT OF ALL NEW PLANTING AND SEEDING AREAS ON SITE BEFORE GREIRMN STARTING WORK AND IMMEDIATELY NOTIFY OWNER'S REPRESENTATIVE OF ANY DEVIATIONS FROM PLAN. Q 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 100 REPRESENTATIVE'S APPROVAL BEFORE MAKING CHANGES IN ROUTING OF PIPE OR LOCATION OF VALVES. Portland, Oregon 97209 10 RAIN BIRD 1806-SAM-PRS 10 SERIES MPR 180 30 0.79 10' Ph:503.222.5612/F:503.222.2283 PROJECT CONDITIONS Email: infoogreenworkspc.com ® 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 Q 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. AGI STERE 4. CONTRACTOR SHALL VERIFY, LOCATE AND PROTECT ALL EXISTING UTILITIES AND FEATURES ON AND r o 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. A� OREGON w COORDINATION � 1. THE CONTRACTOR SHALL PROTECT THE EXISTING SYSTEM AND MAINTAIN ITS PERFORMANCE AT ALL TIMES 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 r 1. REFER TO SHEET L4.0 FOR IRRIGATION LEGEND AND NOTES. deca / r architecture . inc 935 SE Alder Street : Portland Oregon 97214 ! ua r tel 503 239 1987 fax 503 239 6558 deca-inc.com ♦ r GREEK ♦ / 41k 0 GreenWorks, P.C. \\ \\ o Landscape Architecture i Environmental Design / 0 : _ r r �' 24 NW 2nd Avenue, Suite 100 _ \ Portland, Oregon 97209 Ph:503.222.5612/F:503.222.2283 Email: infoNgreenworkspo.com ■ ■ ■ ♦ TIGARD-TUALATIN SCHOOL p O // ■ ■ ON ■ / • '' DISTRICT TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES / � ��♦ 9500 SW Murdock St. / / �\ // / ♦ Tigard, OR / ♦ 97224 ♦ // vvv L // / v� /�/ / ♦ 4q61SZE�� // \\y / \ // / \\ / ♦ • 383 .� // // \\� ♦ OREGON �W ♦ � ti \N, ♦ \ / ♦ yQ I o ♦ I G) I / ♦ . I // co /// ♦ � , I \ fA 1 I - ♦ qk i / ♦♦ ,, `° lyz ♦ / i I ♦ 0 PLAN KEY: z'k / ♦ 1' ♦ s " i' ♦♦ /� a / 1 ♦ 1 Q ♦♦ 8 / 8 4 4 1' ♦ r a Issue Revision Date 8 100% CONSTRUCTION DOCUMENTS / O t 40.2 /♦ • Z 2 Stub au and"/ i for future ♦♦i i V-' 6 ♦i♦ i *46 Owosso IRRIGATION PLAN 1 Scale As indicated SCALE: 1/8" = 1'-0" N =%= Date 9111/2020 0' 4' 8' 16' T Sheet No. L4 . 1 R / deca r / architecture . inc 935 SE Alder Street : Portland Oregon 97214 tel 503 239 1987 fax 503 239 6558 deca-inc.com �♦ GREEn GreenWorks, P.C. ♦ / PLANTING NOTES Landscape Architecture Environmental Design ® / \/� ♦♦ 1. RESEED ALL AREAS OF DISTURBANCE INCLUDING THOSE OUTSIDE 24 NW 2nd Avenue, Suite 100 ,' ♦ �i i 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 ■ ■ ■ ♦ 2. CONTRACTOR SHALL PROVIDE PLANTING SOIL, SOIL AMENDMENTS, TIGARD-TUALATIN SCHOOL O / ■ ■ ■ ■ ■ ♦♦♦ _ AND BARK MULCH TO THE COMPOSITION AND DEPTHS IN DISTRICT 4b ACCORDANCE o ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OF THE ♦ CONTRACT DOCUMENTS. TEMPLETON PRE-K,CONFERENCE CENTER,AND ♦♦ DISTRICT SERVICES ------ X\ / ♦♦ 2 ALL PLANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE ♦ 9500 SW Murdock St. DRAWINGS AND THE SPECIFICATIONS PROVIDED AS PART OF THE Tigard, OR �� / / / / / ♦ CONTRACT DOCUMENTS. 97224 \ / / / �,� ♦ 3. QUANTITIES ARE LISTED FOR THE CONTRACTOR'S CONVENIENCE / / / / ♦ ONLY. ALL COUNTS MUST BE VERIFIED BY THE CONTRACTOR. IN THE - ♦ / \ L —— / / �� CASE OF A DISCREPANCY BETWEEN THE LEGEND AND THE PLAN, 1 S TER ♦ / _ _ / / ♦ PLANTS INDICATED ON THE PLAN SHALL SUPERCEDE QUANTITIES .383 d .♦ h° �. �� / / / LISTED IN THE LEGEND. • • !• j �� 00� 4. UTILITY LOCATIONS SHOWN ON PLANS MAY DIFFER FROM FIELD OREGON W ♦♦ / ♦� /� \\v — _ ` \ / ♦ CONDITIONS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES BEFORE S �� ♦ ° / / r / / ♦ INSTALLATION. CONFLICTS BETWEEN ANY EXISTING AND PROPOSED C'qp UTILITIES ARE TO BE BROUGHT TO THE ATTENTION OF THE OWNER'S EAR ♦ / 1 ( ♦ REPRESENTATIVE IMMEDIATELY. ♦ l \ � — � / ice — � \\ � \ / ♦ ♦ / \ \ I 1 r/ \ 1 \ / 1 TREE LIST ♦ �// I I // � vv 2 ILAURUS NOBILIS t / \ I I 1 / / / ♦ SWEET BAY; 2" CAL., SPACE AS SHOWN QUERCUS MYRSINIFOLIA / / / ♦�Q CHINESE EVERGREEN OAK; 2" CAL., SPACE AS SHOWN Q PLAN KEY: ♦♦ • V 1 ' v " v V a 09, ♦` • : PLANT LIST �° ♦♦ a �A _ • 00 • • + 56 ICISTUS X HYBRIDUS 'LITTLE MISS SUNSHINE' ♦♦♦ + / ++ O o o v v v ♦ ROCKROSE; SPACING AS SHOWN; 2 GAL CONT. • °I' v ♦ Issue Revision Date • v O v ♦ 18 IJUNIPERUS X PFITZERIANA 'AUREA IMPROVED' A + �� : GOLD COAST JUNIPER; SPACING AS SHOWN; 3 GAL. CONT. 100% CONSTRUCTION DOCUMENTS 090 ♦ 40 IDESCHAMPSIA CESPITOSA 'GOLDTAU' °% 040 1 0 1 GOLDTAU TUFTED HAIRGRASS; SPACING AS SHOWN; 1 GAL. CONT. • ♦ n 86 IGAULTHERIA SHALLON I bALAL;bFACIRG AS SHOWN, . .♦ .90 O 10 INANDINA DOMESTICA 'PURPUREA NANA' Z ♦♦ \ ♦ DWARF HEAVENLY BAMBOO; SPACING AS SHOWN; 2 GAL CONT. ♦ \ V V : 12 IPOLYSTICHUM MUNITUM ♦♦♦ ■ WESTERN SWORD FERN; SPACE AS SHOWN; 2 GAL. CONT. ♦ V vV ♦♦♦ + + ++ + �\ \ BARK MULCH PATH ♦♦� ■■■■■■■■■ PLANTING PLAN SCALE: 1/8" = T-0" N Scale As indicated Date 9/1112020 0' 4' 8' 16' Sheet No. 5 O 4" MULCH d e c a CONCRETE SLAB VERTICAL architecture . inc I ARTIFICIAL TURF t 935 SE Alder Street : Portland Oregon 97214 ')O GLUE TURF TO • ARTIFICIAL TURF RESTRICTION tel 503 239 1987 fax 503 239 6558 deca-inc.com ``ar P.I.P. FOAM PADL6.0 SAFETY-SURFACING FOAM - THICKNESS 6" \ VARIES EK FOAM THICKNESS VARIES coo � � • . ' ARTIFICIAL TURF "V11 DEPENDING K N FALL ZONE OVERLAP ARTIFICIAL TURF ONTO GRE HEIGHT ° PIP RUBBER FOAM PAD - GLUE GLUE TURF TO . ' • �• Green Works, P.C. ARTIFICIAL TURF TO FOAM PAD P.I.P. FOAM PAD COMPACTED CRUSHED — _ _ _ _ _ _ _ _ • _ = MUM Landscape Architecture ROCK BASE , . '• (2) #4 HORIZ CONT REBAR =1 I—I —III I—I —I I=III—I —III �' Z Environmental Design FILTER FABRIC _=III—III—,I I I I I I I I I I II II I11II I I I IIII I I I II I I ;° CONCRETE FOOTING I I I I II h I ( 24 NW 2nd Avenue, Suite Portland, Oregon 97209100 4"X4" CONT. CIP CONCRETE CURB #4 VERT REBAR @ 24" OC III=1 I I=1 =1 I I Ph:503.222.5612/FF503.222.2283 UNDERDRAINAGE - SEE CIVIL — —__- _ FOR LOCATIONS • = I III. I I=1 I IE- 11=I Email: info6greenworkspacom COMPACTED d_ ENGINEERED FILL/ 1" X 4" EPIC COMPOSITE SUBGRADE ^ ^ I( I=II BORROW FILL TIGARD-TUALATIN SCHOOL HEADER BOARD WITH 1 U" 111 I II I I= NOTE: VERTICAL RESTRICTIONS INCLUDE DISTRICT MASONRY ANCHOR PER _ AGGREGATE BASE BOULDERS, PLAY ELEMENTS, AND WALLS MANUFACTURER'S =III TEMPLETON PRE-K,CONFERENCE CENTER,AND SPECIFICATIONS _—————---_—=— COMPACTED SUBGRADE DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR ARTIFICIAL TURF ADJACENT TO PLANTING AREA RLIFICIALTU�RFAT BOTTOM OF MOUNDSCALE11/2" = 1 0" ARTIFICIAL TURF AT VERTICAL RESTRICTION SCALE: 11/2" = 1' 0" 97224 SIONS0" 2„ 4" 8" 0" 2" 4" 8" tiC$1 STERE •383 NOTE: SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL OREGON mak) 00 #4 HORIZ CONT. REBAR- 1 CONCRETE 1/4" RADIUS EDGE - TYP. "' 3/8" THICK WEARING LAYER 91'E AR� CENTERED IN THICKENED L6.1 PAVING COMPACTED ENGINEERED - FOAM - THICKNESS VARIES EDGE FS WOOD FIBER z DEPENDING ON FALL ZONE VERTICAL A FE HEIGHT RESTRICTION ° Ll! °' FILTER FABRIC • d a ' a • •:• I— • .'_• a e • d 'd - a 3/8" THICK WEARING LAYER •• -•. r - e' a - • . 4, i•; °. . • v 44 COMPACTED • a gg DRAIN ROCK BASE d • ° • • 1�. '.°.. •a :. . .. O.p }8� 0 0 :O�U.p 0'V.p b 0 FILTER FABRIC . •'da .obo�.o9'T :o�'Zo eQ•0o ;p PERFORATED DRAIN PIPE A . < . o�go � as gg r FOAM THICKNESS 'd •'• ° ° . •� '. . o�"' r.° b3°$ or°bt� o>�$°fit;° LIGHTLY I I—I I—) I I—III=I O — =_ HEI I SEE CIVIL FOR LOCATIONS VARIES d • • •, . gO Qg9agg0 ogOnOGpoq QogRo od Qg _ —, o� o� COMPACTED III=III—III—III= —III-III=III—III=11 _=E =1 III q I I BASE ROCK I I—I I I—I I I—III—III III—I I I=I I I=I I I—III COMPACTED SUBGRADE EEEI I I=1 I I—I I—I I I III=III—III—III=11 — — —II—I I I—III—III—I I = 1=1 I=I IEEI i —moi q �� oo I PERFORATED DRAIN III_„III=III-III-III,„III-III=III—II1=III—III—III—� i. 8� / j_ -III-1 I I, I I I-1 I Ed 11-1 11=1 I I—I I —III o III PIPE-SEE CIVIL FOR I I I—I I I—III—I 11=III 1 =II LOCATIONS ”—III=III=III- -III 111=III=III=III=11 =III=III=III=III I I =111=11 I 1111 I I I 1 I I =1 VIII I I—III I I —IIIIII—IIIIII—III—I 111' -01 —i I —iI I—iii—I i =i 1 41 I I_I I I —111=III=III=1 I NOTES: NOTE: VERTICAL RESTRICTIONS INCLUDECOMPACTED BOULDERS, POSTS, AND WALLS -INSTALL SAFETY SURFACING PER MANUFACTURER SPECIFICATIONSIISUBGRADE SOIL4 AGGREGATE BASE -SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL P. I .P. SAFETY SURFACING AT PLAN KEY: ENGINEERED WOOD FIBER SURFACING SCALE: 3"= ,' 0” P.I .P. RUBBERIZED SAFETY SURFACING VERTICAL RESTRICTION 4 SECTION 0J24" SECTION NOTTOSCALE SECTION NOTTOSCAIE NOTES: 2 -INSTALL SAFETY SURFACING PER MANUFACTURER SPECIFICATIONS ARTIFICIAL TURF -SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL. PLANTING AREA 3T BLOCO RECEIVE PVE P.I.P. TOP LAYER ON CONCRETE CONCRETE AT MOUND L6.1 L6.0 T 5 PAVING 5 #4 VE REBAR P.I.P. RUBBERIZED 4" MULCH 5 P.I.P. RUBBERIZED @ 24" O.C. 00 L6.0 SAFETY SURFACING P.I.P. RUBBERIZED SAFETY SURFACING L6.0 C° SAFETY SURFACING L6.0 21, M Issue Revision Date 6" U) 12" PLANTING SOIL M a �� a 100% CONSTRUCTION DOCUMENTS \y/ =I I=111=1I I=III=I 1- 4 /\\j\\�\jy\\j�\\j/\\ \` 6" MIN. SCARIFIED SUBGRADE > : . \��\\��\\� �i � • ' •. =III=I I I�III I III � . � � � I I I f 1=111—III 1 I1—I1 _ —1 1=II1=1 1=�=111—II I—III I _ _ _ —_ —_ —_ IIIIII— I 1—III= a _ _ I I III II— I I—II _ _ CONTINUOUS CONCRETE CURB —'111=III—III- I I I I I =III=III=III I I =1 I III=III p -III- I�—_III—� _III -III , I III=1 I I=1 d FOAM -THICKNESS VARIES DEPENDING ON III ( —I III I = I 1 OVERLAP TURF ONTO P.I.P. FOAM PAD _ El I I I -III—I 11-1=1 _ - - —_ —_ 11=1 11=1 I I , FALL ZONE HEIGHT __ {—I I COMPACTED DRAIN ROCK BASE _ IIII=III=III=III=III GLUE TURF TO P.I.P. FOAM PAD -III=III=I I I—III— I- =111-111—III-1 I=I I I—I COMPACTED DRAIN ROCK BASE I IE]I I I=I I I=1 I I=I I I=I I I= AGGREGATE BASE - I III=III=III=IIII COMPACTED DRAIN ROCK BASE 11 III I I= ''-1 11=1 11=1 11=1 11=1 11;,I I I —III- COMPACTED SUBGRADEI I—III-III, ,III, COMPACTED SUBGRADE COMPACTED SUBGRADE #4 HORIZ. CONT. REBAR, TYP. CIP CONCRETE A. PLANTING AREA B. SIDEWALK CONCRETE EDGE AGGREGATE BASE C. ARTIFICIAL TURF AT MOUND P. I .P. RUBBERIZED SAFETY SURFACE - EDGE CONDITIONS SITE DETAILS 7 Scale As indicated SECTION NOT TO SCALE Date 9/11/2020 Sheet No. L6 . 6 CIP CONCRETE STAPLE TURF TO HEADER d e c a CURBWALL architecture . inc 1/2" TOOLED EDGE ARTIFICIAL TURF FENCE- SEE ARCH 0 8" 935 SE Alder Street : Portland Oregon 97214 Z #4 REBAR, 12" SPACING TYP. GLUE TURF TO FS tel 503 239 1987 fax 503 239 6558 dela-Ine.eom ,`nu 4 P.I.P. FOAM PAD SURFACE VARIESw CONCRETE PAVING FOAM THICKNESS VARIES � v SEE PLAN ILL! �I ° L6.1 DEPENDING ON FALL ZONE . .. GRIIH 11-11 lill aI. "r=Fl HEIGHT � ', COMPACTED CRUSHEDGreenWorks, P.C. =1 I I—I I I 11-ol I I I I ROCK BASE _ Landscape Architecture _ II—IIIIII1 I I-1 I I—I I -71I 1—I 1 d I= I—I 1 —III—I —IEnvironmental Design FILTER FABRIC —III-III—III—III=I —I _ _ _— 24 NW 2nd Avenue, Suite 100 I=1 I=1 -1 11=I I =_ Ed I I—I I —I I I—I I I=I 11=1 1=1 I- -1 1=1 —if —I I —I I I—I I I—I I I—I I I—I 1= _ COMPACTED UNDERDRAINAGE - SEE CIVIL Portland, Oregan s7zos #4 REBAR — _ =III=III=III= — _ I 111=III=III=1 I =� Ph:503.222.5612/F:503.222.2283 =III=�I — — — —11= AGGREGATE BASE FOR LOCATIONS ^ ^ —III—III III;,III= Email: i 22.5612/F:5 rkspacom CONT. _ to 1 X 4 EPIC COMPOSITE COMPACTED =111—III— III I—III=111—III=III COMPACTED HEADER BOARD WITH SUBGRADE SUBGRADE MASONRY ANCHOR PER TIGARD-TUALATIN SCHOOL I I I 1=1 I I 18^ I1I—I MANUFACTURER'S DISTRICT LOCATIONS: SPECIFICATIONS SAND PLAY AREA, PERIMETER CURB/FENCE TEMPLETON PRE-K,CONFERENCE CENTER,AND DISTRICT SERVICES 9500 SW Murdock St. Tigard, OR NOT USED SCALE: 1" = 1" C.t.P. 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JOINT FILLER MATERIAL co — rF AGGREGATE BASE V . ° d:. < . °. e :.° . a I I < 4, d a " lI II III—III=III— 1—� COMPACTED SUBGRADE d 112' 6 ° 111-1 =1 I � .a . , a 'd V d e. CONTRACTION JOINT (DL! JOI1'OLATION NT CONCRETE CURB WALL SCALE: 1" = -0 SITE DETAILS SECTION NOT TO SCALE TION NOT TO SCALE v SECTION 0" 3" 6" 12" Scale As indicated Date 9/11/2020 Sheet No. L6 . 1 � 2.� #4 HORIZ CONT REBAR NOTE: SLOPE SUBGRADE TO APPROVED DRAINAGE STRUCTURE, SEE CIVIL d e c a Ml!�F CONCRETE SLAB architecture . inc COMPACTED CRUSHED 1" X 4" EPIC COMPOSITE HEADER BOARD WITH MASONRY ANCHOR PER ROCK BASE CONCRETE WALL EXISTING 5 935 SE Alder Street : Portland Oregon 97214 FS MANUFACTURER'S SPECIFICATIONS 1' 0" ARTIFICIAL TURF L6.1 DOWELED tel 503 239 1987 tax 503 239 6558 deca•inr.com EXPANSION • Z JOINT #4 HORIZ CONT REBAR I e ; ° e d ; e e a - d : �MqX AlwwAmI RTIFICIAL TURF GRE(n a. l!�F GLUE ARTIFICIAL TURF 2�Mq r GLUE ARTIFICIAL TURF GreenWorks, P.C. A << ° e ° e` ° ° TO P.I.P. FOAM PAD Landscape Architecture < I . MM ° TO P.I.P. FOAM PAD CO 4 CONCRETE FOOTING \ CONCRETE POTTING ° Environmental Design < ° 24 NW 2nd Avenue, Suite 100 <I .. °; — n \ � � � � CONCRETE FOOTING #4 VERT REBAR @ 24" OC Portland, Oregon 97209 III= I 1= o I I • #4 HORIZ REBAR @ 24" O.C. d 1. Ph:503.222.5612/F:503.222.2283 d.. - ° I — I- I - — `D O ��; ° #4 HORIZ REBAR @ 24" OC Email: info5lgreenworkspc.com —III-III III III= =III- - -III-I = 1 01 d e c a 1643-51-EMB-El 1:32 architecture . inc 23'-2 3/8" 935 SE Alder Street : Portland Oregon 97214 INSTALLATION INSTRUCTIONS: Cell 503 239 1987 r.: 5032396558 deca-inc.com [7070 mm] 1. DETERMINE FOOTING LOCATIONS AND DIG HOLES REQUIRED. 1 '-2 3/$" 2. INSTALL ENTRANCE ASSEMBLY GREECI PER DIMENSIONS SHOWN. NOTE: ADJUST PLATE TO ELIMINATE GAP [3410 mm] I 3. PRE-ASSEMBLE CONNECTION PLATE, BETWEEN SLIDE AND CONNECTION - EXIT CONNECTION BRACKET AND SUPPORT PLATE. Green Works, P.C. PIPES TO SLIDE ASSEMBLY PER DETAILS Landscape Architecture A/1 AND B/1. 1643-H28 Environmental Design / CONNECTION PLATE 4. BRACE ASSEMBLED SLIDE IN PLACE AND I 24 NW 2nd Avenue, Suite 100 CONNECT TO ENTRANCE ASSEMBLY I Portland, Oregon 97209 AS SHOWN IN DETAIL A/1 . ENTRANCE ASSEMBLY I Ph:503.222.5612/F:503.222.2283 Email: infoOgreenworkspc.com —S \ 5. CHECK TO SEE THAT ALL CONNECTIONS 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 DISTRICT POUR CONCRETE. CONNECTION PLATE TO I 1 ENTRANCE ASSEMBLY NOTE: KEEP CHILDREN OFF APPARATUS 4 3/8"-16 x 1 DISTRICT SETEMPLET SERVICES PRE-K,CONFERENCE CENTER,AND UNTIL THE ASSEMBLY IS COMPLETE AND BUTTON HEAD HEX I E " " N E THE CONCRETE IS CURED. SOCKET CAP SCREW 16 7/16" I.D. CUT WASHER I 9500 SW Murdock St. O 6. AFTER CONCRETE CURES, REMOVE BRACING 4 3/8"-16 NYLON INSERT I Tigard, OR O I O ; : O O AND BACK FILL FOOTING HOLES. LOCK NUT I 97224 jn M 1 00 (USE 3 WASHERS M .- : : ON NUT SIDE) qqtu u u I 1 CONNECTION PLATE TO SLIDE G1 STEM 4 3/8"-1 6 x 3/4" 3s3 �d CARRIAGE BOLT A B 4 7/16" I.D. CUT WASHER • i 1 / 4 3/8"-16 HEX NUT III II II II (INSERT BOLT HEAD IN SLOT, II II I II \ / TRIM AND PEEN THREADS) III 11 11 11 OREGON W I I / � III I III I S ti� A CONNECTION DETAIL I 1 SCALE: 3"=l'-O" I USE ZONE PLAN VIEW (TYPICAL) - -- SCALE: 3 8 =1 -0 I 3'-7" I I I I I SUPPORT PIPES TO 8'-6" 3 EXIT CONNECTION BRACKET TOP OF POST 1 3/8"-16 x 21/4" CARRIAGE BOLT 1 1 7/16" I.D. CUT WASHER 1 3/8"-16 HEX NUT I ENTRANCE 3-.E A 3SLOP BOULDER (TRIM AND PEEN THREADS) ENTRANCE ASSEMBLY SLOPE L6.4 SCRAMBLE 5'-0•, I TOP OF PLATFORM 1643-A195 4'-0" SLIDE CHUTE 1 FINISHED GRADE ASSEMBLY II 1640-H48 1 COMPACTED GRADE I— �I � SUPPORT PIPE 1 (TYPICAL-3) 1 I 1 1 1 I 1 PLAN KEY: I 0'— > > " I BOTTOM OF SUPPORT �O Al TOP OF BEDWAY 1643-A29 0'-0" 3 0 -0 EXIT CONNECTION BRACKET REFERENCE ELEVATION FINISHED GRADE II II II NOTE: N Q r II COMPACTED GRADE FiI— — � — —'in O I CONCRETE FOOTING Q I II I 1 11 11 1 EXIT CONNECTION -1 I I AND N0. 4 REBAR �` I I —(2'-5 3/4") 1+ +1 1 BRACKET TO SLIDE Q (BY OTHERS) PER O 4 3 8 -16 x 3 4 LOCAL SOIL CONDITIONS. 't CARRIAGE BOLT 70 CONSULT PROJECT BOTTOM OF SUPPORT 4 7/16" I.D. CUT WASHER ENGINEER FOR EXACT �� » + » > ee 4 3/8"-16 HEX NUT I I II REQUIREMENTS. 9 —5 3 8 5 5 8 —3 1 2 1 —3 1 1 11 11 � , 1 (INSERT BOLT HEAD IN SLOT, TRIM AND PEEN THREADS) I I II ® 11 I I I I I ® ® I I SIDE ELEVATION FRONT ELEVATION e TYPICAL CONNECTION DETAIL I Issue Revision Date SCALE: 8 =1 -0SCALE: 3 8 =T -0 1 SCALE: 3­=1 '-O­ 100% "=1rO100% CONSTRUCTION DOCUMENTS Q Date Revision B COLUMBIA CASCADE COMPANY T..e: TIMBERFORM Makers of T1gimberForme, Pipe®ne® RePlayo MODEL NO. 1643-51-EMB 1 0 TimberForm -2 and CycLoops Products. EMBANKMENT WIDE SLIDE CHUTE I 1 1,300 S.W. Sixth Avenue, Suite 310 Telephone 503/223-1157 STAINLESS STEEL BEDWAY, 6° RAILS) I 1 Portland, Oregon 97201-3464 Facsimile 503/223-4530 I 1 Q U.S.A. 1 AW A R N I N G This drawing reveals the copyrighted Intellectual I Scale Drawn by: TB 12—IB-13 pproperty of Columbia Cascade Company. 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 by others without our express, written authorization. E-1643-51—EMB of L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � NOTE: INSTALL PER MANUFACTURER SPECIFICATIONS. 4 EMBANKMENT SLIDE SCALE: 3/8e - 1 -0 _ , e VARIES Oe 8^ 16" 32e SITE DETAIL Scale As indicated Date 9/11/2020 I/ Sheet No. L6 . 3