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Plans (75) FPS2021 -00057 OFFtC;E C10PY OFFICE COPY v NO PARK GATE _ NOTES: LEGEND: • S SD SD SD ISDI [SD] - i- - BUILDING OUTLINE WITH DOOR [SD] [ [ ] 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 - lec a,USING THE OREGON REAL-TIME GPS NETWORK(ORGN). ASPHALT SURFACE hit iWALL ecture . n 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 CENTERLINE OF SW 97TH AVENUE IS CURB LINE 1B 18 ° - _'_,1- r - - - / � /J/ /� NORTH 00°34'45"EAST. J - - - RD \ { /• EDGE OF ASPHALT RD / �•1 ` ' CONTROL I. . / / 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. LOTRIGLINE WAY LINE s POINT#2 LOTUNE RECEIVED / 4 • ' '•. � ' . "' _ /_ _/ _ 7019-2858130,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 �• A • e a �� >;. I _ / (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 MAY 112021 l • , • :-�\ I' •I % /• (TWALITY MIDDLE SCHOOL) 7 TELECOMMUNICATIONS LINE CITY OF TIGARL \ ` ••• .1•,.•• • •• ' i. " SD STORM LINE BUILDING DIVISION 'A. , . ' /• 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS • A ' � • \ 1 / [SD] STORM LINE(PER RECORD DOCS.) • ' n 1 , _ MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES • • + • • ? : / / ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO 55 SANITARY SEWER LINE 111 SW Fifth Ave., Suite 2600 e • • •�- / / CONSTRUCTION. W WATER LINE Portland,OR 97204 •4 'b •' 'e • O: 503.542.3860 •� •. : • .. \ •/ [W] WATER LINE(PER RECORD DOCS.) Fw .koff om 1 �Cly�� '•;. ' ' .,4. G GAS LINE [G] GAS LINE(PER RECORD DOCS.) OHD OVERHEAD UTILITY LINES TIGARD-TUALATIN SCHOOL . . . .. .. CHAIN LINE FENCE HB A DISTRICT l •.r - • " % WOOD FENCE �( RD"' " PROJECT CONTROL: PRE-K // DISTRICT BUILDING _ ' WROUGHT IRON FENCE TEMPLETON PRE-K AND CONFERENCE CENTER •" � •" 1'•� � • • ? � 7 STATION DESCRIPTION NORTHING FASTING ELEVATION •_. E '• '.. A' . I� ", • •, [ ] UNDERGROUND LINE PER AS -BUILTS y•" .! , .• : '�. 1 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132419.84 321787.80 273.25'EXISTING _� SIGN 9500 SW Murdock St. e. o� NORTH PORCH •d ' a •, a 2 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' -o-c- DOUBLE POST SIGN Tigard OR •.• :.- t. r OLLARD 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' O FP SLAG POLE 97224 - ••' a',' • 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 1 ` BIKE RACK REO PROFfS 1Tff h •a .' . '•�: b e ,' 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132848.99 321444.77 294.64' ORD ROOF DRAIN V\S� 00 0 1 N F� hyo, � 9 .� %, . �•� 7 1-1/8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07' 0JB ELECTRICAL JUNCTION BOX 79701 PE 9 RD • t A 4 e./ 8 1-1/8" BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' 0 Y S- ED • • ••' '• E ELECTRICAL METER DIGITALLY SIGNED • _ 11 EC ELECTRICAL CABINET OREGON a� PPS uP \' O . . . ,s 9 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55' 51 4, • EVLT ELECTRICAL VAULT •a, '�0�.�, •:' d .• 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' TRAN TRANSFORMER q �O U� MA RK OEO d 1 y / 11 1-1/8"BRASS CAP"KPFF CONTROL" 132158.83 321844.45 267.14' -3 GUY ANCHOR .� EXPIRATION DATE: 12131121 3Pvj° ICV LUMINAIRE POWER POLE . 1, 'V Od �•• • ' > o OVERHEAD LIGHT POWER POLE/OVERHEAD LIGHT G 0 GAS METER •'• <I. d V O V GAS VALVE Qs SANITARY MANHOLE 4' A •• / OD STORM MANHOLE . .' ® CATCH BASIN/AREA DRAIN °? 9Z ,n. ` ® CATCH BASIN(WATER QUALITY) d -,�d- ❑ AREA DRAIN • a •� < • CO SANITARY/STORM CLEAN OUT e Rb. O O SANITARY/STORM STRUCTURE# F pQCO' ' TELVLT TELECOMMUNICATIONS VAULT TRO TELECOMMUNICATIONS RISER D4 WATER VALVE FIRE HYDRANT • o EC ICV O - "a., / Wnn0 WATER METER O� FIRE DEPARTMENT CONNECT Q WATER MANHOLE WVLT WATER VAULT n Q'1 0D DRINKING FOUNTAIN b. • a,. •' \ UV 0H HOSE BIB 0ICV IRRIGATION CONTROL VALVE IL < <. V UNKNOWN UTILITY VALVE DECIDUOUS TREE •. -PERIMETER REPRESENTS DRIPLINE CONIFEROUS TREE -PERIMETER REPRESENTS DRIPLINE ` •..d SHRUB �� / • MONUMENT An PROJECT CONTROL POINT A- A, � w � \; A W Issue Revision Date 100% CONSTRUCTION DOCUMENTS OFFICE CORY d. CITY OP TTGARDE, d REV[E�FOR CODE COMPI.tANCB YSOt OSSO 'SHOHH3 e10 APP �.1 j N011038800 3Hl 0NI8M3b b OTC.t W08d 1V101jj0 30003H1 ' - d . • S . .-' . Pcrntit 1N3A3Hd lON 1IVHS V1Va - T S - 83H10 ONV S1N3Wf1a00 Addresst C--=-- NouonFl1SNOO N0 03SV8 Suite 0. ,LIVYU3d V d0 30NVf1SS13Hl $ Datat 3 1 llWa3d AO "(317VA EXISTING CONDITIONS � CONTROL Scale SEE PLAN d POINT#9 SCALE 1 INCH = 20 FEET Date 0911112020 f20 0 20 40 Sheet No. C1 so PLEASE PROVIDE COMPLETED NFPA 13 MATERIAL AND TEST CERTIFICATE AT FINAL LNSpFcTtnm o • - NO PARK \ - [SD] [S [SD] [SD] SD [SD] [SD] :• ' •" GENERATQR HB RD SD SD STRUCTURE TABLE SHEET NOTES lee a . .CONNECT TO EXISTING 15" SD PIPE; _T 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE hit e c t u r e . 1 nl '4 ° ° IE 8" IN=249.61 r STRUCTURE ID NORTHING EASTING DONE PER DETAIL 1/C4.0 m TRgN FIELD VERIFY POINT AD-01 132200.88 322172.32 35 SE Alder Street : Portland Ore on 97274 SAWCUT EXISTING ASPHALT PAVING I / (Dreg on -AW]� _ AS NEEDED TO INSTALL PIPE. OF CONNECTION 2. NORTHING AND EASTINGS SHOWN ON STRUCTURES ARE JB tB E I ' ' ° D REPLACE WITH 3"THICK 1/2" DENSE /: / j / / AD-02 132138.52 322143.92 SHOWN AT CENTER OF STRUCTURE. / RD All GRADED, LEVEL 2 HMAC OVER 8" AD-03 132119.44 322123.06 COMPACTED BASE COURSE OVER :� �• - / e ° SEPARATION FABRIC /' // AD-04 132241.35 322132.98 UTILITY LABEL LEGEND\ CO-01 132197.39 322196.50 STRUCTURE LABEL 1Tff CO-02 132169.59 322142.31 � / `�' �_ ° "" ?.: '' ' • . , / _ _ UTILITY TYPE (SD=STORM DRAINAGE) CO-05 132227.79 322136.21 . 111 SW Fifth Ave.,Suite 2600 • A . ° O _ l / . . . STRUCTURE TYPE CALLOUT •° .y \ / CO-06 132134.12 322164.61 ID NUMBER (WHERE APPLICABLE) PO tland,5OR 38604 \° �Q� °• °�° , '° . .° ryy \ •\ •/ F: 503.274.4681 • \ ' CO-07 132138.96 322135.80 www.kpff.com ^ pry' XX XX-XX Icv "a • ^� `4 v� CO-08 132123.74 322127.58 RIM= IE IN =XX.X STRUCTURE INFO (WHERE APPLICABLE) t - •. �� • co-os 132154.82 322115.12 IE OUT =XX.X TIGARD-TUALATIN SCHOOL yo. 1413 •°•.• °: CO-10 132205.22 322111.50 DISTRICT • -- RD . /� , CO-11 132215.03 322096.77 PRE - K / DISTRICT BUILDING � •� '. a • �! ' . �,_ / PIPE LABEL TEMPLETON PRE-K AND CONFERENCE CENTER ° °: CO-12 132287.84 322242.11 • °� • . .. UTILITY LENGTH CO-13 132153.74 322079.35 UTILITY SIZE 9500 SW Murdock St. Tigard, OR • • ` • A =° CO-14 132205.09 322076.36 UTILITY TYPE 97224 e e CO-15 132141.34 322147.35 XXLF-XX"XX W STUB-01 SO CO-12 CONN TO EXISTING-1 132378.12 322287.62 S=X.XX% Ep PROF IE=251.88 dCP yon SEE PLUMBING SHEET \k� FSr/ P154 FOR CONTINUATION a ; . ° ` . CONN TO EXISTING-2 132180.10 322016.56 SLOPE (WHERE APPLICABLE) �V\S��G ] N EF9 Oy9 2 79701 PE l SD AD-04 ' RIM=260.75 :• •a•". STRUCTURE TYPE ��-�- . RD • a' .a •. DIGITALLY SIGNED .. . : IE 6"OUT=257.75 (S) CALLOUT DESCRIPTION DETAIL REF. OREGON \ . .•. :,. . ..•. . W STRUCTURE TABLE 14 LF-6"SD a . . ...° AD AREA DRAIN 2/C4.0 46 M0� S=3.95% • , ayO �" • SD CO-05 ' . v h\° STRUCTURE ID NORTHING EASTING CO CLEANOUT TO GRADE 3/C4.0 A AK , p ROOF DRAIN CONNECTION, SEE exPioNDare 1231/21 126 LF- 3/4"W IE=257.20 \ 'a 4 '< ry RD un ARCHITECTURAL DRAWINGS \ t� ^o yti STUB-01 132247.68 322129.68 HB HORIZONTAL BEND CONNECT TO EXISTING 8" FP PIPE a / • STUB-02 132127.61 322104.98 c FP HB-03 r ° FIELD VERIFY POINT SD CO-11 . / 684F OF CONNECTION IE=259.90. <' • ` \ / S.4 6"Sp . / L s0°, FP STRUCTURE TABLE SD CO-10 / a . IE=259.90 RD STRUCTURE ID NORTHING EASTING " .':'. / / 12 LF-4"SD S SD CO-14, . �o� / S=34.70% \ HB-01 132176.04 322035.34 �o RD SD STUB-1 IE=262.63 / I I I 43 LF -4" PERF I IE 6 =262.25 HB-02 132176.04 322009.96 1 LF -6"SD SO CO-02 ® ° HB-03 132185.16 321998.55 I S=141.95% RD' 91 LF-4" PERF I IE--259.58 SO CO-01 F co : ' / / / IE=254.16 L---- 1 I I I o °i 3LF-6"SDD p / 1 I 8 LF-6"SD 40 LF-8"FP S=99.47% o ,o i / S=25.81 /o W W W 50 LF-4" PERF I i FP HB-02 oIcv ° CO-09 / a SD AD-01 Ec 257.10 `� °\° RIM=260.20 CECT TO EXISTING \ I 2 LF -6"SD v ry IE 6"OUT=257.20(NE) SD PIPE co \ \ S=29.60% j 56LF-4" PERF \ a i in �i IE 6" IN=260.51 ` _ / 3S<F SD CO-15 ' FIELD VERIFY POINT °� S, 6•SO IE=256.22 OF CONNECTION SD CO-13 10 So 0 IE=262.63 7 LF-6"SD 194F CONNECT TO EXISTING 8" FP PIPE S=37.57% S, 6"SO FP HB-01 FIELD VERIFY POINT 27 LF -6"SD ?S0� OF CONNECTION ZE S-772 SD CO-06 I 17 LF -6"SD IE=255.76 S=5.45% SD AD-02 W STUB-02 RIM=259.80 g SEE LANDSCAPE DRAWINGS w� 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 w�TFR 37 SLSD CO F 1.40% / SET RIM T O BOTTOM Issue Revision Date OF WOOD LAYER IE / IE=258.96 100% CONSTRUCTION DOCUMENTS UTILITY PLAN Scale SEE PLAN SCALE 1 INCH = 20 FEET Date 0911112020 - 20 0 20 40 Sheet No. C2mO i pTl\ FIRE VANE 1 1 1 / \\ \ / SDDDI I NO ISDI 1 / — GENERATOR 1 HB 0 \\ �\ \ • i // ! / SHEET NOTES rca Av9. APPROVAL OF THIS EROSIONISEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT1BJB— JE F ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF c t u r e . 1 n D a< / // / / , ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, RD \\ ' ° / ' \' // ! // / / / UTILITIES, ETC.). 35 SE Alder Street : Portland Oregon 97214 I 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND I / /� 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 2600 ---c� ' / / \ \ I \ _ / BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE Portland, OR 97204 / CONTRACTOR FOR THE DURATION OF CONSTRUCTION. o: 503.542.3860 F: 503.274.4681 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE HIS ' '/ / // CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND RD / '/' /' /' // / THADS SING EDIMENTTIES, AND IN SUCH A MANNER AS TO ENSURE AND SEDIMENT LADEN WATER DO NOT ENTER TIGARD-TUALATIN SCHOOL PRE-K / DISTRICT BUILDING I THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. DISTRICT TEMPLETON PRE-K AND CONFERENCE CENTER 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE 9500 SW Murdock St. UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO Tigard, OR oco /// / / // / // / // NOT LEAVE THE SITE. 9722¢ 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE RD / � ' // /' THEIR CONTINUED FUNCTIONING. ^797 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE24 HOURS FOLLOWING A STORM EVENT. Y SIGNED 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE JOREGON1 ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. 04 u1 10 tp° �p ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE U/ MA RK D�0 CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM EXPIRATION DATE: 12131121 SYSTEM. H8 // 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED 1 / / l / / / 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 / /// / / �a RD / i/ // // /� �' / // // SHEET LEGEND I &6_606 / / // /' /' // /' // / / // // — — PROPERTY LINE 49 - lcv / � / / / / EX. CONTOUR MINOR OE o // // / // / // / / // — — — — —5o — — — — — EX. CONTOUR MAJOR /� // // /' // /' // / /' // /// /' 49 PROP. CONTOUR MINOR 50 PROP. CONTOUR MAJOR EXTENT OF WORK STRAW WATTLES a. INLET PROTECTION 4 SURFACE FLOW DIRECTION / 'o' CONCRETE WASHOUT q Issue Revision Date q, ��/ // // // /// /�� // /// /// // // /// 100% CONSTRUCTION DOCUMENTS \ \I / / /''L��'c�5 5� /' loe /// O r ' ry EROSION 1 CONTROL PLAN Scale SEE PLAN SCALE 1 INCH = 20 FEET lcpff Date 0911112020 20 0 20 40 Sheet No. CIO 9 LnRESURFACING MATCH @ _)0HARD SURFACE I LANDSCAPE AREA EXISTING PAVEMENT PAVED UNPAVED rec O0 SECTION AREAS AREAS rn CASTIRON FRAME AND I MECHANICAL PLUG ZCOVER TO FINISHED I WITH GASKET AGRADE IN PAVED AREAS EXISTING AC SAWCUT DETECTABLERISER O.D. PAVEMENT LINE WARNING TAPEMON' CASTIRONFRAME tecture . in AC PVM'T OR CONC. PAVING + Y2" MIN. SET IN CONCRETE WOOD STAKE OR OTHER SURFACING /\// //\ \\� 35 SE Alder Street : Portland Oregon 97214 TYP. •o ; 12" // o ----------- 1" MAX. • °'° \\ r- ADJACENT ROLLS 5 2" MIN.J I b • o°° — II- #4 HOOP z ¢ U } ,\\.\\�\\�\\\//\// °.° °e e // // \\\� � � z SHALL TIGHTLY O 6° MIN. "" ° • ` Cl- z Y i\ \ ; o • ° e . \ J ABUT ° CENTERED IN 3000 Z w Q /\/\ °° °° / // // /\/\ ° I ° III_PSI CONCRETE PAD. o � Q� j\/ LLI \ PROVIDE 4MIN. \ ° •°°°'^e °°4" MIN .,pg CLEARANCE FOR w p p o PLAN VIEW °O' ly O J \/\ °•0. p ° ° °° oo `p° °° y°,e /FACER WIRE Q 111 SW Fifth Ave., Suite 2600 CONCRETE PAD J = J \/ o ; .° ° ° •;°'•° ° •a°'•0 w 4000 AND RISER PIPE " z Y 12„ //\ °,;p•. °°.°p•.o° '>° .°^ °•,//\/ Y Portland, OR 97204 o e 'e° O: 503.542.3860 .4681 WOOD STAKE 1” SQ. MIN. STRAW WATTLE 8"-10" DIA.) �_ =o, o; ° ^'a j\\j 0 t F:www.kpff.com z Q �/\ o /\/ Z O www.koff.com ( ) ( ,° RISER PIPE m °pp•u°•> p0•e°••°e ep• /\\: p ° //\/ Z INBED WATTLE 3"t INTO ° I ° °° \ � � ° ° °°°°°° °°° TIGARD-TUALATIN SCHOOL EXISTING GROUND SURFACE =o; ob u•° D/2 �/\° ,' ° e //\\/� TO PROVIDE CUTOFF �'o• °°o o; TRENCH BACKFILL \ ° ° °' Qo •° ° • /\\\ II" EXISTING SLOPE :ooa I I o. °°°r Q \�/�\ e°�p .oeo ,° eae //\//. 1 DISTRICT °o ° m \\ \ �;o °o°°p a°'°0 °�o�e °0 oo"°' \/` TEMPLETON PRE-K AND CONFERENCE CENTER /WYE BRANCH " ,SECTIONA45' BEND NOTES: oe°.` I I 9500 SW Murdock St. 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. CARRIER / /°o u°'"° 6" D 6" Tigard, OR PIPE ° MIN. MIN. 97224 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' / l _ INSTALL PLUG WITH MIN - 25' MAX.) — — _ GASKET IF END OF TYPICAL PIPE BEDDING AND BACKFILL LINE � 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. \ SCALE: NTS ^797�1 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, ORo ° °°; — J�� SERVICE CONNECTIONe ,°°Doa• ° °°0 o0 "ne IF REQUIRED RYE STRAW NOT PERMITTED.STRAW WATTLE ON SLOPE ° ° °° ° "°° "°° ^ BEDDING MATERIAL DIGITALLY SIGNED OREGON SCALE: NTS NOTES: o �u� to 1001 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. �U� MA RK J E�o 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH rEXPIPATION DATE: 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 FINISHED MODEL 1299CGD BY ADS, OR STANDARD CLEANOUT (COTG) GRADE RIM ELEV. APPROVED EQUAL 3 SCALE: NTS PER PLAN 2 EACH 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 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, ORDAPPROVED REMOVAL FROM INLET EQUAL OPTIONAL OIL ABSORBENT REGULAR FLOW PILLOW SILTSACK® DUMP STRAP Issue Revision Date 100% CONSTRUCTION DOCUMENTS 0 —NOTE 1 " . A PIPE SIZE PER PLAN ; . •° IE (OUT)= '?.' PER PLAN \V, V, \' COMPACT SUBGRADE NOTE: NOTES: 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. L _1 i oma° � / N I /�\\ SHEET NOTES / 15" "6" 8"// \•. 1. SIGN LOCATIONS SHALL BE PER DETAIL VC5.1. DF 2. CONTRACTOR TO STAKE OUT SIGN LOCATIONS FOR DISTRICT le Ca � APPROVAL PRIOR TO INSTALLATION. C 11 1 t e C t A r e . 1 n C FEE 0 \ O p —T' `4" o 811 �\ tiG O� 2 015„ 9 \\ // 3. PROVIDE 3' MINIMUM CLEARANCE BETWEEN ALL SIGNS AND 35 SE Alder Street . Portland Oregon 97214 mo o \ / v —[w] w] [w] [w] [ ] EVLT 2„ EXISTING UTILITIES. 919 1QR7 f.— gn 239 61 OHU NO ARK OHU , cn OHU OHU q ,q.. o o : . `. n. d'r. d . 8"55 8"SS 8"SS 8"SS 8"$S 8 - �5—� 8"SS 8 SS 8"SS D KEYNOTES d yy 0 NO PARK •... ' / [SD] [SD] [SD] [5 [SD] SD] SD [SD] I5� d" GENERATOR . HB RD 9. INSTALL "ELEMENTARY AND PRE-K PARKING 111 sw Fifth Ave.,Suite 2600 �_ AND DROP-OFF" SIGN (SIGN POSTS SET BACK 2 Portland,OR 97204 ' 0 FROM CURB MINIMUM 18") \y 0: 503.542.3860 TRAN F: 503.274.4681 1q)ff w .koffcom [w] [+ — —[wee awl :1.'. ' 2. INSTALL "TRAINING CENTER AND DISTRICT 5 o Go o JB JB' ' _ `_ ^a— — — — RESOURCES" SIGN Tm D < / RD 3. INSTALL DIRECTIONAL ARROWS 41 TIGARD-TUALATIN SCHOOL / 4. INSTALL DIRECTIONAL BUS AND CAR SIGN. DISTRICT 5.1 / • :d I TEMPLETON PRE-K AND CONFERENCE CENTER Es GN C 9500 SW Murdock St. Tigard, OR 97224 p� / / Iw] �G� Iw] I Olcv \��0 PRop ��5 a G I Ne F %y / `G� v t 79701 PE DIGITALLY SIGNED PRE-K / DISTRICT BUILDING R OREG°" "t,. 9U/ AN RK • U '•'tl • . ' A ' 4 ll r EXPIRATION DATE: 12791/27 f ° / a, d d •�d e d INO 6-b yp d / I RD . a . f o .d \ \ \ 6\ .!. 4a. .e in " o - • , I HB 4Iwl 71 a a NO PARK 7� 02411 0 4 . \ ``d ] [w (W] Iw] [w] ] [W�f I RD ° A" a / v P \ I a. ° I° d •\ • ° i I 0 d . 30" d FP FP �� FF'r �FP F I d FP �� F I ° pp.. RG i 7 d;• • 50 4. ❑ e.' DEC OICV • yp� ( 7 • d I CID ICv ICV 00ICv °• d d 2Jj .. d \ d ' ' d e • \ _ ' Issue Revision Date d •'d ill/ tie — / 100% CONSTRUCTION DOCUMENTS a d .Y .d d a d Q. d d ✓ ; TI � -D 4 7" • SIGNAGE AND 7. _T , o- STRIPING PLAN a d d b TEMPLETON ELEMENTA ZY SCHOOL ' Scale SEE PLAN SCALE 1 INCH = 20 FEET Date 09/11/2020 v�N 20 0 20 40 �A Sheet No. C500 eca 2"0 STD GALV PIPE POST rchitecture . inc 35 SE Alder Street : Portland Oregon 97214 GALV U-BOLT WITH NUTS 0 ' FACE (2 PER SIGN) SIGN SECTION lqjff 111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F:www.kpff.com.4681 www.koff.com 11 TIGARD-TUALATIN SCHOOL DISTRICT TEMPLETON PRE-K AND CONFERENCE CENTER NOTE 1 7' 9500 SW Murdock St. 30" Tigard, OR NOTE 1 97224 30" TRAINING �1 _ SIDEWALK — ^'-N797 — —— �CENTER AND I 4 — NOTE Z — — YSIGhED NOTE 2 —� I-_ — OREGON DISTRICT o '�- 6..� 4 RESOURCES TYPE A- LANDSCAPE TYPE B- SIDEWALK CARSBUS 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. -it j 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 2'-10"yI 30" N I N 3'-4•R ELEMENTARY CO & PRE-K N N 2-3-R PARKING & I DROP OFF 2'-6"� 11 2'-2" 1 WHITE LETTERING ON GREEN BACKGROUND N I � Issue Revision Date f ONLY TUDENT DROPOFF � 100% CONSTRUCTION DOCUMENTS DIRECTIONAL LEFT TURN ARROW �,� DROP OFF SIGN 4 SCALE: NTS L SCALE: NTS SIGNAGE AND STRIPING DETAILS Scale SEE PLAN Date 09/11/2020 Sheet No. c5m 1