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Plans (2) P LM 20 18 -00072 , GENERAL SITE NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF 1.; 1 WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR -- VISITING THE SITE AND BECOMING FAMILIAR WITH HE SITE CONDITIONS PRIOR TO BIDDING. r''''''''''''''' --M, •- tti _-.. 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO EXISTING SITE IP IIII I Il '4 DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT GENERAL DESIGN ELEVATIONS FOR �M i' 1; ; 11 NEW CONSTRUCTION PROVIDE PROPER PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN `I ,' " I POINTS. REPORT DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. _" }F l 9 NOTIFY CITY INSPECTOR(S) 72 OU ALL CONSTRUCTION ACTMTIES SHALL BE COORDINATED WITH CIT1 INSPECTOR(S). CONTRACTOR SHALL ;i``�'•° , �'" �.L P� E a ; •• �„ -_-"- "' •==� HOURS PRIOR TO START OF CONSTRUCTION. 1.... ii '`^ � , H# < s ik 'S 1.....SW INEZ ST .. i ..._ . `- ,, - -•-"�- y -� i _ 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL HAVE A MINIMUM OF ONE TT it (1) SET OF PERMIT APPROVED PLANS AND SPECIFICATIONS ON HE JOB SITE AT ALL TIMES, • I• \ 0" .::. '''' ...:•*i 11'' V,.O. r� `, I 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, HE CONTRACTOR SHALL LEAVE THE PROJECT • • ' Q AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE ' ,- h--,/,( 17-,'")7..."--„4, "4:4K '' j RESTORED TO AN "AS GOOD OR BETTER" N iETTE CO DITON. 1 ... s_em'y-j : '4 ... J - r -- • ``. -:' f �_ iii' --`• -\/'' , VwR` t„,/ . .. r/ V TM i i , a�, �. ti ;� �/f � f 7 ,� �,, --v.". -- �T .'• 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR AND HIS I s `�` �., ✓ . `.' _: CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE �. i { d +. / _..i � i/, ♦ �'� ._ WORK. • ( f Y � _ , -,,,,/ .�' n /�` \ `'I ,,y i 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. ;y j1 !, \Y( ! M / 'ij,;� I •E I CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AN 4 .1 ,... ...„.,,,,t: I i t ,l; r" APPROVAL PRIOR TO COMMENCING CONSTRUCTION. ;_: -,FIVEL) • `` �" .a .� y r , if , 1 01 I Dull Olson Weekes- IBI Group d u' ? 8. CONTRACTOR SHALL REFERENCE SOILS REPORT BY GRI DATED JUNE 28, 2017. r Architects, Inc. j _ / �,> f, J'" i " -•-� 1 6 2018 fix. �., I a`. ;f�'� y `�� '` / q� .,`! rIdls:, ` '0,,, /' . 1 GENERAL GRADING NOTES i �1 O fIGARO 907 5W Stark Steal Portend OR 97205 USA 7 ? *(� tel 503 226 6950 fax 503 273 9]92 "�,,}i 3 } ` \ , f ; I r'' �` iSIO www dowa-ibigroup.com www.ibigroup.wm I /t, ,3 ��` �; if, Y 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF, HE CONTRACTOR IS RESPONSIBLE FOR FIELD i 1--1 "14...'1 `�/ f% VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY ;j ' LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. 1¢ _ TWALITY / ;` ' .I n 3 SCHOOL / %, M '• 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE FOR STAKING WITH A , LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY ARCHITECT FOR CONFORMATION TO DESIGN illi "i "' t" PRIOR TO CONSTRUCTION, 1' .N 1 �' ' 4.7 r , 3- ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS OTHERWISE INDICATED. 1/49 PROA- :� ti /' l'(.. ''''-'1'''.41i:l' �' MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING WALLS AND DOORS. c,'� lN �SS�Oz'""' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. ADEQUATE SHORING79701PEu � I 1 # ? BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE PROPER TEMPORARY INTEGRITY DURING �� - iISI '' ` w * ; /% + s iALL PHASES OF CONSTRUCTION. f OREGON il ii I_s '' } / 8 \ .4 - 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY CONSTRUCTION OR �O '�t !0 �0a1 i 7 .A.;,.;,.:,....;.,1, .,. ,�. ?�L A i'\. �y fit./ `-�_.., ,c.,,,,, '1'1'`'' EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH AND RETURNED TO ORIGINAL EXISTING 9U/ MA RK' '�� 1 ff' . .� u er \V -----, / -.1,-•'' CONDITIONS. DISTURBED LANDSCAPED AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT k • '� en;0 o-';' PLANTINGS. DISTURBED NATURAL AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. I EXPRAnan DATE z V2os 1 --..... SW MURDOCK ST -' # T. .=L ., i 77 ` b•' ,� - _ - DISTURBED GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK SURFACING. i \\\1 i`;w -iii , - -�- x:::::::). 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE CONSIDERED ACTIVE i l�ti : f ' L----J 1 1Ilt STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING : � I I 1T' « :� 7 STORM WATER DRNNAGE AND DEWATERING OF WORK AREAS DURING CONSTRUCTION. L . ....E 1 I r S 1. `\ '` \ I I 0,� L . I I r ', ?r"- 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONSTRUCTION IN A• T;� PRE-K/DISTRICT I I. Y, MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND COMPACTION OPERATIONS. \ \ " 1.10. aBUILDING '/, 1-'r'l - • �''' -N ,�`;., I ., , -/ Vii38. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY MONUMENTS ARE >14 � S OF A 44 ♦ .�-�•----- '` ,,, 7/ /• �' REGISTEREDRBED OLAND R DESTROYED URVEYOR TONRESTORG E�HEIMONUMENT TO ITS ON, CONTRACTOR SHALL GINA CONDITION ANDAIN THE S FILE HE +'s. �r NECESSARY SURVEYS AS REQUIRED BY STATE LAW. O nnl WI- _ - y� j 7'' V ` I .. %' 1 c a t X f 9- COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PROVIDE RESTRAINTS TO w HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS PART OF CONTINUOUS EROSION CONTROL PLAN. ( � �' ,, -,iiii ,` �` ]` # PLACE SILT FENCE COMPLETELY AROUND STOCKPILEi. If . 4 - c, \ 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE N. I. Iiirgw hli - I '`aa♦// I CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES STANDARDS FOR MINIMUM EROSION V I - - I Wad . .. '' .z..'",.1. •k,>a - 1 CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS 0 I *46 AI z ,' � FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACIUTIES SHALL BE "� 14 PM TEMPLETON / 1 UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND -1-+ SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. ��1R ELEMENTARY SCHOOL ' ; " ' Q CD • ..G@■■r• ..• ■,.,:itsi■■ "� 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE 0 ' '-I :di,+* : OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. Q �' F tik• :• - - -. GENERAL UTILITY NOTES O N '...6--471,7:f.• '� 1 1, LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND �..�■■ e ��#+ w INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERIFICATION BY 0 CA a ■r.1 ■/�It1�# ' 9e eee #'� t f� O r ■■ ,.I IRM :Nit,. r .. THE CONTRACTOR. CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR �/, -..,i*--«_ Tri'■■ pj ai e1�--6 - • p N MO •ice 0° TO COMMENCING CONSTRUCTION. _wR SHEET INDEX �� k rrr%,. ; __ ry • Cl-) 6Y ", 2, ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE E 4■■m ' alliiii �` FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTION. CD as I- SHEET - -- __14: a 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND �; NUMBER SHEET TITLE . .-.- OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY LLI Cl) ,i‘*if*** - *010 ': si JO , W DIMENSION, COMPONENT PIECE, OR FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS a) CO.1 COVER SHEET AND NOTES �r---- _ 1- RESPONSIBLE FOR PROVIDING A COMPLETE AND WORKING SYSTEM. C = '- C0.2 EXISTING CONDITIONS PLAN i - ., '' 0 I- -Q o v e'� 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY Am. I C c) C) C1.0 DEMOLITION PLAN _ _ I NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR Qj ' ' C2.0 SITE PLAN - OVERALL 1 952-001-0090, YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE .�■ L ,...7, c 02.1 SITE PLAN • TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN E CM M /) C2.2 SITE PLAN I THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS Q `O PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. - C� C2.3 SITE PLANI- C2.4 SITE PLAN 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND STRUCTURES LOCATED C3.0 GRADING PLAN - OVERALL GENERAL SITE ARRANGEMENT ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. C3.1 GRADING PLAN SCALE: 1" = 100' CITY OF TIGARD C3.2 GRADING PLAN 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE LATEST EDITION OF THElig:1ff Approved [ ] OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY CONSTRUCTION WITHIN THE PUBLIC UTILITY C3.3 GRADING PLAN Conditionally Approved [ ] EASEMENT SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. C3.4 GRADING PLAN See Letter to:Follow [ ] 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. C4.0 STORM PLAN - OVERALL PLAN ABBREVIATIONS _ Attached ] 111 SW Pith Ave.,Suite 2500 C4.1 STORM PLAN Permit Number: PLM aC�ile- Q'X)6a 8. SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES. Portland,OR 97204 0:503.227.3251 AC ASPHALT CONCRETE GL GAS LINE R RIMF:503.274.4681 C4.2 STORM PLAN AD AREA DRAIN GV GATE VALVE RD ROOF DRAIN Address: `4•56(-1 .S•41. l�9avelock Si-- 9. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS www.r .corn By:APPROX APPROXIMATE H HEIGHT R.O.W RIGHT-OF-WAY 0,1 Date: 4',23.8 OTHERWISE INDICATED. C4.3 STORM PLAN CO e BOLLARD HCP HANDICAP PARKING SPACE S SLOPE (FT/FT) 10. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, C4.4 STORM PLAN BLDG BUILDING HP HIGH POINT SD STORM DRAIN S i"-4-._ (-14-O-1 et/oP S ETC. TO FINISHED GRADE. , '..--.4.-...<.:',...:-.44 0 BOW BACK OF WALK ID INSIDE DIAMETER SDMH STORM DRAIN MANHOLE 05.0 UTILITY PLAN - OVERALL � BS BOTTOM OF SWALE IE INVERT ELEVATION SHT SHEET 1 UJ C5.1 UTILITY PLAN BOTTOM OF STAIR INV INVERT SS SANITARY SEWER 11. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, k; ` `' ,. O C5.2 UTILITY PLAN BW BOTTOM OF WALL IRR. IRRIGATION SSMH SANITARY SEWER MANHOLE TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, rte" \a ,5.. CB CATCH BASIN LP LIGHT POLE ' ' „ (aST STREET SANITARY SEWER, ETC. IF CONFLICT OCCURS. C5.3 UTILITY PLAN CL CENTERLINE MH MANHOLE STA STATION ', CMP CORRUGATED METAL PIPE MIN MINIMUM STD STANDARD 12. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF GAS, E <'� 05.4 UTILITY PLAN .:.:r ,:,:,4'... '''*',i' :. to CMU CONCRETE MASONRY UNIT N NORTHING S/W SIDEWALK ELECTRICAL, POWER, AND TELEPHONE SERVICE. C6.O DETAILS CO CLEANOUT 0.0 OUTSIDE DIAMETER TC TOP OF CURB Y P C6.1 DETAILS CONC. CONCRETE OF OUTFALL TD TRENCH DRAIN 13. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD key I a n d COTG CLEANOUT TO GRADE OVH/OH OVERHEAD TG TOP OF GROUND MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND ARCHITECT. C6.2 DETAILS CP CONTROL POINT P/L PROPERTY LINE TP TOP OF PAVEMENT C¢o ) C6.3 DETAILS A DELTA PC POINT OF CURVATURE TRANS. TRANSFORMER 14. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2015 OREGON phase BID& PERMIT SET D/W DRIVEWAY PCC POINT OF COMPOUND CURVATURE TS TOP OF STAIR STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 00490, "WORK ON EXISTING SEWERS AND C6.4 DETAILS DIA.,O DIAMETER PCR POINT OF CURB RETURN TW TOP OF WALL STRUCTURES". O C7.0 ESCP COVER SHEET DIP DUCTILE IRON PIPE PED PEDESTRIAN TOP OF WALK E EASTING PIV POST INDICATOR VALVE TYP TYPICAL 15. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF THE SYSTEM, TRUE TO date February 9, 2018 0 C7.1 ESOP NOTES EXIST./EX EXISTING PM PARKING METER UG UNDERGROUND GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL FDC ARE DEPARTMENT CONNECTION POC POINT ON CURVE LIGE UNDERGROUND ELECTRIC ESTABLISH UNE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. revisions C7.2 ESCP EXISTING CONDITIONS FF FINISH FLOOR ELEVATION PP POWER POLE W WATER Ce C7.3 ESOP CUT-FILL PLAN FG FINISH GRADE PRC POINT OF REVERSE CURVATURE W/ WTH 16. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINATES, I I- FH ARE HYDRANT PT POINT OF TANGENT WCR WHEEL CHAIR RAMP DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR 07.4 ESOP PROPOSED CONDITIONS FL FLOWLINE P.U.E PUBLIC UTILITY EASEMENT WM WATER METER LICENSED IN THE STATE OF OREGON. C7.5 ESOP DETAILS MD FOUNDATION PVC POLYVINYL CHLORIDE WV WATER VALVE I LLI C7,6 ESCP DETAILS G GUTTER PVMT PAVEMENT I 1 GB GRADE BREAK PVT PRIVATE SURVEY NOTES Iii C8.0 PUBUC FACILITY IMPROVEMENT PERMIT PLANS I z 1. CONSTRUCTION LAYOUT (ALL ACTUAL ONES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL I-- C8.1 PUBUC FACILITY IMPROVEMENT PERMIT PLANS SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, UJ C8,2 UBUC FACILITY IMPROVEMENT PERMIT PLANS AND ELEVATIONS, AS SHOWN, ON THE PLANS. C8.3 PUBUC FACILITY IMPROVEMENT PERMIT PLANS SEPARATION STATEMENT 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION C8.4Lu PUBLIC FACILITY IMPROVEMENT PERMIT PLANS PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS C2.00-C2.04 FOR PROJECT CONTROL project# 16054 ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER INFORMATION. r-:. 08.5 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN COVER SHEET AND o C8.6 PUBUC FACILITY IMPROVEMENT PERMIT PLANS OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED g( SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. NOTES QT C8.7 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 10', MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" oc'o 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER C8.8 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' • o HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN HE TRENCH COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. AC8.9 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS 60_ 18" INCHES ABOVE THE SEWER. 5. BUILDING SETBACK DIMENSIONS FROM PROPERTY LINES SHALL HOLD OVER ALL OTHER CALLOUTS. ,V C8.10 PUBLIC FACILITY IMPROVEMENT PERMIT PLANS PROPERTY LINES AND ASSOCIATED BUILDING SETBACKS SHALL BE VERIFIED PRIOR TO CONSTRUCTION C 0 • I OZ LAYOUT. Nw O)J_ L.L • { • • r` 1 :-----:. \ f , f 'i !`, '' r �`x STORM TABLE: NOTES: "! i 1 \ /r\ I ! I \ . =\ 1.)VERTICAL DATUM:NAVD 88(GEOID 12A) '• f I • x �. s STORM MANHOLE(FLOW CONTROL) PCATCH I ` 1 , \ \ t /'// ./ 1 1g CATCH BASIN(SUM TYPE) 37 BASIN(WATER QUALIT//:/...6711.;/./.7„:///:.; "..f,1ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO.1 i / i i ii • / RIM=29047' RIM=273.50' RIM=268.00' 'i / // �:` \* ` i ,, l 1 / OVERFLOW=288.97 WATER LEVEL=272.78' WATER LEVEL=267.55' USING THE OREGON REAL-TIME GPS NETWORK(ORGN). # _-y,V ,, ,••:-.7.:,,,R` /w �,. \•. I / / /// yid, ; \\ �' r / :� IE B"OUT(NW)=286.52' • _...i , , /-_ -� ,e (.:..)• .� ,.,,�,�y- _ A^__ r,= 1/ 1 '+�; \ \ $ 20 STORM MANHOLE 38 STORM MANHOLE 2.J BASIS OF BEARINGS FOR THIS SURVEY i5 THE OREGON COORDINATE REFERENCE SYSTEM(OCRs), - ___ _ _ _ ••"' illy iiii Z CATCH BASIN(WATER QUALITY) RIM=266.49' RIM=268.30` !f O = IE 12 OU O=261 69 = SULTAN?BEARING OF THE CENTERLINE OF 5W 97TH AVENUE IS '` O `�' __ NORTH 00"34"45" AS7 O.. q,� \\ \ / / ,_�'^ ;•°9 +^ RIM 29372' 7 E IE 6"IN(SW) 265 65' PORTLAND ZONE.THERE "'G / ..-""•.- \ \ e ,�` .. '•^-,°`"'� 'v-.ru'. WATER IE6"IN(E)=265.65' E j y µ 21 CATCH BASIN(SUMPNPE) IE 16"OUT(N)=265.45' i 1. ` r6w6evw•MawnnIry 3 CATCH BASIN(WATER QUALITY) RIM-275.07' � '' - 0"' O WATER LEVEL 274.32' QU LIT �- "� !°"' t \i 160X9 ENG J/ / HaT°'^'' RIM=269,63' _ 3.) BOUNDARY AND EASEMENTS SHOWN HEREON ARE BASED ON LOT BOOK SERVICE ORDER NO. /:'� .,\ 'r•-".,." >`.i .- ,� r - ami 39 CATCH B8SIN(WATERA .a;„ ... -:r ---4•,..;.:,.,.4!.... .:-� qtr. �{n� t \ ^� I'- �� WATERLEVEL=288.73' RIM=268.09'° ' f: a MZt x .�`�•'\ a\ ` 7019-2858130 PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 Yti ` OHU.' .'i'E' r•-_L`1:4 `� y ,,: - '-*'.2.7.---. "ss V'� • yj.....,...11-"Er f 22 STORMMANHOLEWATER LEVEL=267:59' TEMPLETON ELEMENTARY SCHOOL AND LOT BOOK SERVICE ORDER N0.7019-2858150 - ..... - L } - ` aSAS' • x• �' .... 55 fl,� / .rm�t ( } - f . • aaff8/ B S5 6"S �!"SS ✓'1 -� O� "' $� f 04 CATCH BASIN(SUMP TYPE) RIM=263-73' / _ �^ �. - �( y/ SUPPLEMENTAL,PREPARED BY FIRST AMERICAN TITLE COMPANY OF OREGON,DATED APRIL 20,2017 .C.:47,..„, / r}� j �?�. �� \ ,. RIM=289.73' IE 6"IN(NE]=278.83' 40 STORM MANHOLE(FLOW CON f r / / / '/ ; r w�MOOE I/i s. 4 J 0}f !� i/ '`F WATEA LEVEL=288.83' IE 8"IN{Nw) 276.63' O RIM=269.26' (TWALITY MIDDLE SCHOOL) f ."/ f / i/r // ' i I V >, } -[5.:1 -/ [Sp) \ ! `Fea.. 5' °t {5 ] r /. _/ r IE 8'OUT(5E)-276.43' IE 16"IN[SI=265.46' i / ` I. ! ' f "/ ! ! 1„--/ �:' : ,, (�] ; \ " t` #� 1' 9 O CATCH BASIN(SUMP TYPE) IE 8"OUT(E)-265,06' 4.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS l / / , • d \ ` ` r / / /' RIM=285.10' 23 CATCH BASIN(SUMP TYPE) ! // / �r 1 �., i ✓ / O MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTWTY LINES , ,r P... \ \ O 1rRt / � '\ \ / / !' WATER LEVEL=284.20' RIM=280.49' 41 CATCH BASIN(WATER QUALM / / / ;/ // / •" fWl ' '' ' -- ` ', l \ .i / / / \ E r WATER LEVEL=279.19' RIM=268.85' ARE NOT AVAILABLE.ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED(POTHOLED)PRIOR TO / ' , ' v � t /`. .� �w vaC\��. wr,♦ •T-.4 \ ;\. \ \p\n\\\\��r�¢�� c� l,o , `,' / /� /f , ? j O CATCH BASIN[SUMPTYPE} WATERLEVEL=268.45' CONSTRUCTION. f} ��'✓ ,! t_'. �i i ,, \ F/ 1i ' ti fi / WATERLEVEL24 _ ( ) •f .2 ! r� �y/ /K' �f /\ s ®Y f \ t �w ® / , € RIM=284.86' o CATCH BASIN SUMPNPEmiiminimii r J % / �, i. - \ , O� / /! / / / � ` F .• 263.96' RIM-278.60' 42 CATCH BASIN)SUMP TYPE) y -- `` , �s..„ ..' -^- -„1 \ - ••^""` WATER LEVEL=277.75' RIM=266.32' >,.'' / , ,- 0•• \ `�1 \ `S ` „',' Z k �S /. 4.0„. :r I / j! f ;' 7 CATCH BASIN(SUMP TYPE) WATER LEVEL-265.57' \' r j ; \ \, 4,:.f2' I/ f ( j RIM=28442' ff"/' \y .t ,`` ` / ` '! / r' ,• /fry I \ 25 CATCH BASIN(SUMP TYPE} 43 CATCH BASIN(SUMP TYPE) ! 5 i \ r f I r ! / // WATER LEVEL=283.27' RIM=285.89' 0 �m. ,E, # itir'. j s WATER LEVEL=284.74' 411:0 I B I � }�' / i �'�'! � Jtd 0- /• I� /r �•� / /` / I O CATCH BASIN(SUMP TYPE) WATER VEL=265.65' 1 1 �! / / ® ...-_,._-•I �/ f r'� jai RIM 279.00' 26 CATCH BASIN(SUMPTYPE) � , ',/ /. /,'" f6 `® $+,Sp k .- ''°°Cr aq �/ � /, �% �//j/ �,�+'` fy, WATERLEVEL=277.90' O RIM=285.42' 44 CATCHBASIN(SUMPTYPE) PROJECT CONTROL: ( J AMES TEMPLEON EIEMENiREr S01DOl ff� /' (cli „'8 Sg� r' '` _ .•�+ ,, i :- "'°"'m"°�""'"°"° f • r ' a/ "f `� ,+� / f /! NO PIPES VISIBLE WATER LEVEL=284.22' RIM=26fi.23' .,: �'�� %/ r / r / f / / j / WATERL.fVEL=265.68' STATION DESCRIPTION NORTHING FASTING ELEVATION pull Olson Weekes- IBI Group L A#�� / .72 r =' ,/ s \ ` ,y \; t ,,�,ceem�� -. w r / f f ,.'''+t Y� •\ 09 CATCH BASIN 27 CATCH BASIN{SUM?TYPE} P tieSA)• r•i /f , r` RIM 279.62' RIM=285.33' 45 STORM MANHOLE 1 5/8' IR W/RED PLASTIC CAP'KPFF CONTROL" 132419.84 321787.80 273.25' Architects, Inc. fes. . ! IF 4"OUT(SE)=278,03' WATER LEVEL=284.18' RIM=266.84' r .Ss' E + �/ ^"r "^" 41,/.. , ' /! •/ [ �' ,.''1:L- `, IE 10"1N(5)=261,74' 2 5/$"IR WI RED PLASTIC CAP"KPFF CONTROL" 132390.80 322280.98 258.35' ! !r r �/ i ® / - 1 I I %-i.;' CATCH BASIN ( ) 10 ZS CATCH BASIN{SUMP E8'IN W =261.74' ,�•-+4'-3�. _.t*t --_ ry • • / / i` ./�! RIM=279.84' RIM=265.39' lE 10"OUT[N)=261.64' 3 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132666.01 322071.44 271.99' r ' ' '"`:T•_ - --1,„\--,..,:.....,'-` `'• k t '•'" - �' ,. �! s, / / •j f ` ' j f� IE 4"OUT(NE)=279.11' WATER LEVEL=283.75' 907 SW Stalk Street Portland OR 97205 USA _ i 111 - ! -I . :., / / ,/ ,y.w; �� r / 4 1-1/8"BRASS CAP"KPFF CONTROL" 132899.77 321770.79 279.46' �I 503 226 6350 fax 503 273 9192 46 CATCH BASIN{SUMP TYPE) - ^- � ...,_ f ! f,,`•}�,� "u . ' �\ `+:'r -°' ! �/'`.�� %; sir // ! /:r /fJ f/ 11 CATCH BASIN(SUMP O www.dowa-ibigroup.Com w w.ibigraup.COm • .,\ 1 _ .Q.- .fir ` ,'__ j , ......x' o TYPE) 29 CATCH BASIN{SUMP TYPE) RIM {6] r / /! l I / ` ?? F! .-1 ' \ \ 4" � • "�/ / / /" � f f� / / ,„E L,7,., RIM=280.04' RIM=285:29' WATERLEVEL=265-48' 5 MAG NAIL W/WASHER"KPFF CONTROL" 132966.06 321577,36 285.84' 9 Q • '(\�-` / 1 i i i • • a r' .. / / / x`� f /"k / "" L--,: WATER LEVEL=278.90' WATER LEVEL=284.24' '�` `( � •' ' \* '' • : `> / ! i` // / 1 ,i•�" .r' 6 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 132846.99 321444.77 294.64' '- /f \ ;, ...;.. ' / ,.(9' % r 47 CATCH BASIN{SUMP TYPE) 'w4 / '4':,.. \s .'.i, i ° - _ ---•^'� / / ' ., /. 30 CATCH BASIN(SUMP TYPE) RIM=265 37' *:•' / =°reww \.f . i .• �. � \ j c - + '¢ r`, / • ,..--- .. ' m' f/ f' ' j '� 12 CATCH BASIN o I> ;w....,,_.... < ,#, _ ` • r - s` J I / f ! ,�'•`r / r o.r RIM=280.14' RIM=264.95' WATER LEVEL=265.27 7 1-1J8"BRASS CAP"KPFF CONTROL" 132647.74 321368.51 298.07 ''�e_'r'� - - . ,,/'// . r .a'• ' w -t - / / I / ]r , .,r"; IE 4"I N Sf =27 4' I • • "1! / / / / - $ } 9.S WATER t (^', _ Jm / p\ " + / _' / • 1 IE 4"OUT(SW).-279.44' CATCH BASIN SUMP TYPE) 8 1-118"BRASS CAP"KPFF CONTROL" 132441.79 321457.69 286.22' �� m �/ , \ �' " / • r / �' ; 4 31 CATCH BASIN O RIM•265,94' `N s "•""'"L,® U'.�- d 9'' "� i e� .- / , / rL r'ss .,t' 9 5/13"IR W/RED PLASTIC CAP"KPFF CONTROL" 131972.32 322216.44 247.55' rrr `i / �;�' / Sdf', 3 � ; . .,, • j ,s i �: f`" /' "^ '; „•._:.s:^,,j 'r 13 CATCH$ASIN REM=293.29' WATER LEVFL•=265.28' / • i. • ,. r'J� r. Z, RIM=280.15' IE 12"IN NE -290.39' �PR�F ££#suu,, • J "' ` �� `J`- '°' " �_` f `" j l 1 '"' `' M ( )- 10 5/8"IR W/RED PLASTIC CAP"KPFF CONTROL" 131963.84 321947.02 257.55' ,\�-(lF. F`sS s`J' (d .._•',,•i / ,hp " .;. .*.%,:,:,-,-1.'' } •'.: \ ,i`/� f'a' rf ! % J ::',.....:i.,::,.. / jr /, / % ,�,,,./ IE 4"IN(NW)=275.55' IE 12"OUT(SE)=290.09' 49 CATCH BASIN{SUMP TYPE) \� G 1 N !4 � r :1 �, ` o ' i / / IE4"OUT(SW)=279.45' O RIM=260.10' , " " •- ". „P_. 1"'�Is • f r " a✓ / / /` / / i / it 1-1/8"BRASS CAP"KPFF CONTROL" 13215$.$3 321844,45 267,14' �i + A - 1 / ,- I. s � .�;. 3 _'�\\r >' r;,� li /I ' % / . / / 4-'.. f / 32 CATCH BASIN u .�� • 11 /' f. a� ...• / / i ♦ WATER LEVEL=258.60' 1 a- t / f'- Y / r. -,,e"" I'. -3i fr r / -j i "!. ' / !` / / / / ' 14 CATCH BASIN{SUMP TYPE) RIM=293.01' P?' - x ® / n: ;/ p ' l ,' , a • f i ' !r RIM=274.54' IE 12"IN(NE)=290.51' SO CATCH BASIN{SUMP TYPE) "�' ...._'`_ ' I >:f i � ©� s © / .. W 'a� i r / /:' . . / r)'' ' / W T VEL= 7 5' ii„ �.y - / ' / , f ' i i AER LE 2 3-3 IE 12"OUT{SW)-290.41' RIM=256.64' - 1 ich F � / ,: r / /;"`" �',ii4'r, / '" /: ! r''`°" .o.m^m• nr R r 7 f f ` ! / / f /' i• / WATERLEVEL=256.94' ID i ' /1 :. .t - g / `r , -..:::,:..:.i.:'- I ' i� f ; / �' f !/' �;'•,/ 0 CATCH BASIN 0 CATCH BASIN �U2. NI T9% Q •-••••- a .. t / 1 / a. j " J RIM RIM-293.09' -._ i e r= r .. f° / /, , i r' f i 51 CATCH BASIN(SUMP TYPE) 474111112 r !+L�' ,51 i\ " x d°"+� t /' / - '! r .f�/ / n ,;. / �/ / f ,./ /.41k, IE4"OUT(NE)=272.48' IE 12"IN(N)=290.79' RIM=260.70' ��J�f�IVy_ ' '-} .(�� lfYf 1�r,.r® ''i' `y fft' r`, / i/ ! • n t/ / / 1/ .'` / / / /' // IE 12"OUT(SW)=290.69' FILLED WITH DEBRIS \� / f,- / •dam mum. ," �• ! / / / / ! / 16 CATCH BASIN I EXPIRATION DATE T7/31/]aK I • -_",, f 'w •/ r ! .. „ ... ,� /` >/ / r" 34 CATCH BASIN SZ CATCH BASIN(SUMPTYPE) / RIM=273.80' • 1- J r ,J/ !r ! .�' / r/` FULL OF DEBRIS RIM=341.96' RIM=260.78' �" '% „'' °•s' �/- ,'TJ , + ' r' ► •I ,, r i/�` / •.t- Jam/ / / 1 fi /~ f'` / ij�f ` 4��y 0 IE 12"DUT(5)=298.9fi' FILLED WITH DEBRIS CURVE TABLE J 17 CATCH BASIN / • s r r. _ .-'' / RIM=276.03' 35 CATCH BASIN 53 STORM MANHOLE ` \ 9 + / r...LLL / ` f ! / / x 'a gyp. o o CURVE# LENGTH RADIUS DELTA CHORD CHORD BEARING I rE /' ! / j J / f /' FULL OF DEBRIS RIM=301.43' RIM=240.93' + / y " // - j/ /'� ! !/ i r! IE 12"OUT(E)=299.33' IF 12"IN(N)=238.53' C1 47.77 502.46 05'26'51" 47.75 N 02°08'40"W ars ,,,� / + / \\ - 5 �" / r / / f� f 1 f f _, .--. - �.' 18 CATCH BASIN(SUMP TYPE) IE 12'•OUT(E)=236.23' 1. \ ' ` / `• ij ••` �/ 0 RIM=274.32' C2 72.78 45.00 92'40'19" 65.11 579'19'53"E ;,,,,,' , I t/ / / + 1 ® _ 36 CATCH BASIN(SUMP TYPE) "` . / / f r''' '--` r' ! , ._ �, WATER - fr"° _ , a - / f� ,� i' ` r� ,mss ' RIM=267.69' 54 CATCH BASIN "1' a 01' /i i / ! r / /J/ l Cl 9.29 16.00 33'16'23" 9.16 570'58'09"W _'"` / 'j" e •6} �., r' - �I" \,_. r / ."- ,,I /`�' / / Jr• J / •f STRUCTURE CLOGGED RIM=260.78' / / r -.. -~� !�/` / /j Ar '// 'J / r 1 C4 48.97 1183-41 02'22'11" 48 88'47'26"W `IMIM // ' i, x nom' / a:J , / 'f/ / F-, /, ` (I it + WATERLEVEL=259.55' ,[� �\7}+ .m.E E..a. X ,� :-••••s' '�, ,< \ �',. / /7"6r SANITARY TABLE: // - 'R' r \. f'',// // / / / •/ r£ / / , / I 1 ` t I � 't', '//.-F : "r W L Y• ., !' X /-//fes /f / / / . ter` , / /III/ 1 , l / O SANITARY MANHOLE O SANITARY MANHOLE 11 SANITARY MANHOLE LEGEND: '1"1"..'",:- � « ' r".,.... ,-""•• ,,,a. • + /, /// // / ; / ;, _,.„`'\"•-.,,� RIM=255.92' LOCATION PER RS 8UI1,T RIM-30456'- " t" .1•••..«.•••......... ,:E``,T' fl' s r `' a-' ;•' ::] rura�crur,vrr, ,/ F , ,! / / ,'\ //1/'1 ... IE 8"IN(SW)-249.67' 15 4"IN(NW)-297.76' f / f 1 F,' /r,,,,. �..y,w,,I!/J BUILDING OUTLINE WITH DOOR ,s/" 1 •, a �" ....„e„.---/ y ' '''./.....\�' .yf ` f� ,j� / //� ! / f j- ' i k\` \� x� / ,. IE 8'OUT(E)=249.52' 07 SANITARY MANHOLE IE 8"OUT(S]-297.51' '' w -y / wmr / A / / r \ r 1 3 j RIM=287.65' CONCRETE SURFACE { "t /-' • •„• _•�, ! /'J ,1 x',,, / r r -L O SANITARY MANHOLE IE 4"IN(NW)=281.35' 12 SANITARY MANHOLE " ,., --:7-94g- 1r" , / /,--'" / / 3 i ASPHALT SURFACE w.. .. /".:' /%,. '"'; 'J,,t✓'f`��-L.�, _.,...,•••••-•,...„/ .fr / j' /j r/ I f ( �1 IE 8"IN(5W)=250.93' IE 8"OUT(SE)=281.15' IE 8"-300.54' f ` / I RIM=256.58' IE8"INN 281.35' RIM � h ,.... 1 I i � `""\'\•" IN(S}=291.04' .,.,,�,.. .../..........a ...,ham, WALL �..J ' } = t /` r' !/ ----''." / / / s ] It _ - IE 8"IN(W] 250.88' o IE 8"OUT{N)=290.84' BUILDING OVERHANG 1 \ .'';','="` �^ • ,/ �" / / /" /+- �r /r r r/ / !/ r i I ] IE 8"OUT(NE)=250.53' 8 SANITARY MANHOLE =•.w•. �v r�c J. ''ti i � / j ;i ' ,..� N� / / ;r / j I 1 o RIM=294.02' 13 SANITARY MANHOLE CURB LINE a->, / // / .F /. // / i , i 3 SANITARY MANHOLE IE 8"IN(W)=285.42' RIM=305,10' }11 i // %f /� rwawsrLw.�w %I -^"''^ /' _ -� -! ,/ / ;r, I 't i RIM=262.57' IE B"IN(N)=285,52' IE 8"IN(W)=297.80' EDGE OF ASPHALT co (•°'""""L, f /`/!✓� f /• / // // , I i . �'` it ( I i Ii } IE 8"IN(W)=257.57' IE 8"OUT(5)=285.32' IE 8"OUT(N)=297.60' RIGHT-OF-WAY LINE • O Jae;!�/✓/ /' ,„---A..N.. / // `, f / t 1 i ( 1E 8" 0 / / / f I 9 SANITARY MANHOLE 14 SAN{TARYMANHOLE LOT UNE ' moi f= /,.'•'."-� // ,,,./ // ; / f r' / L ] I ,m„ O SANITARY MANHOLE 0 RIM=293.90' RIM=268.85' PROPERTY LINE ii f r' f ri i� 1 • RIM=270-76' IE 8"IN(N)=286.00' IE 8"IN(W)=262.95' / - r / / 7 ,/ 1 i I / 'V !'�I•'0/\: HEDGE LINE / f f f r' r E ' k ' IE 8"IN(SW)=266.56' IE 8"OUT(S)=285-90' IE 8"OUT(E)=262.60' Cn 0 P. 9 /��' ',a• !! /• J f'' / / // ! / J ! !� ,*„ r •� r .,, • ;r V°'"° IE 8"IN(W)=265.96' T TELECOMMUNICATIONS LINE a // / 1 / j ' i ( I f i IE 8'IN(NW)=265.96' 10 SANITARY MANHOLE 15 SANITARY MANHOLE Ch / - �'/ - '/f! '/ • �• /i ,r/ I J 1r ' i i IE 8"OUT(Ej=265.76' O RIM=302.34' O RIM=286.19' S0 STORM LINE 0 N i f °ErxXwr / f t J A ! /� f / /, • ), - IEB"IN(W)=293,24' IE 4"IN(NW)=277.19' ss SANIfARYSEWER LINE L F` if !i/ '', \ f / l 1 / // I ) i / `. S i r i` :;:i wn 0 / } ) O SANITARY MANHOLE IE 8"IN(N)=293.24' IE 4"IN(W)=277.19' f� WATER LINE 03 V • f /%/f f` i 1/ f / f ! j i `� r / RIM=271.61' IE 8"OUT(S)=293.14' IE 8"OUT(E)=276.99 }� W r / ? , : / IE8"IN W 267.61' IlI / / _! L f ( )= G GAS LINE_ ..✓/ ///J! arrrlYL +^' ! ./! // f it i i J `� ] // IE 8'OUT(NE}=267,21' -a_ li ! //% , / // i ' �'rI f1 i ) s / \\ { f /r I i OHU OVERHEAD UTILITY LINES CD + ®, / r' iI ( i\ 'I r I ] C CHAIN LINE FENCE mrx f f! a=' C! / J // // 7', `} f. Ir' ! �,\ .. WOOD FENCE f}'�'�/ •\ J r / J i 1 If ] f i / h° WROUGHT IRON FENCE `V ^a. �`y Y / i' i / /J f . ! ) k t • I [ I UNDERGROUND LINE PER AS-BUILTS W CO U) /ltt � CO .iii, , / / %i j t E Via- �- ! L u / .a' / :I r- -5:4.,441). • i ) I ] ! 1 i,:r I • i< �Er DOUBLE POST SIGN O ! O ' f/ / .. 4 fi, i - .. I +� ,` B BOLLARD �� r Q O I .1 it1 ,` / / i 1 p/ . / , , FP FLAG POLE /7\ d' y i % ........,. . .. , .. / / a • . I 9 / / �1 / r , D/W DRIVEWAY ENTRY t` M co, CZ ! s r i' i j f ,� � I / \\ ` f HCR HANDICAP RAMP `� '� j i ; / i t`.r,4- \.` I . i - /' • / ! �` BIKE RACK E c•-,----- m---- ! I I` ( / /! • • .{ # r som.,n.=== f / f yp4rwi6wtaYo , f / ,� RD ROOF DRAIN 01 0 0 CD • r / - I t I I • / - J ! @JB ELECTRICAL JUNCTION BOX T Si f /'r If f// i/J /f • •• �` •• .t 1 ] , .. .. //Q.f / ` %/f /� -. � I-/ i i ! r" / � ''1t - f ! • /i ] 0,,,,/ '/ EEC ELECTRICAL CABINET Ikl3ff rrr •.`µ ,,:} •1 1, \\ `,\. • MUM •i a o _ ./ 1/44' • �� ` /`' EVLT ELECTRICAL VAULT T \ ..�, i= i \,`ILII\�\ ! 'r ( r r�/f TRAN TRANSFORMER : � � • / t / trt -� GUY ANCHOR `f � if. 1: ''�y�)% X1,1` \i u ` / ,/.r�I/ 41 _!-`\� ff' � J1)i' ; !r". 'h.ilifir, �a41: `�'Irk\ �\'• S'"!' r.` r/ ''rA'°' /" ri " f^" I LUMINAERE i ` "` , • • r'k' , :..d....' _ .,:eft 1 - lr. :r r' / /` I / ,.r*."; +''` .. • j ,1 ', i �\ 1 t /1€ 'y \� • -,. � 'i8 ,'t1` `43 • {jA:•-•f� f ./" fi ! '.. �' /r ^' ""' t - �� i Ar �. A :--, 'i i POWER POLE t �n �RMSE u • + 4. �, ' [ �• rr ': t ,m. A� ss.X � OVERHEAD LIGHT 111 Sri Fifth Ave.,Suite 2500 ply ar>. ' " I POLE/ OVERHEAD rrs I POWER POLE OVERHEAD LIGHT Portland,OR 97204 \ '(` O:503.227-3251 ‘ I G 13 GAS METER F:503.274,4681 GV GAS VALVE MEW,kRlt•rnm I. exp 5 SANITARY MANHOLE Ia" D STORM MANHOLE ■ CATCH BASIN/AREA DRAIN QI LU CATCH BASIN(WATER QUALITY) a _or 1... = AREA DRAIN IX CO SANITARY/STORM CLEAN OUT 01 0l SANITARY/STORM STRUCTURE B CV CCOO TELVLT TELECOMMUMCATIQNS VAULT TELECOMMUNICATIONS RISER key plan Q N WATER VALVE J FIRE HYDRANT phase BID& PERMIT SET 11 Cl W 0 WATERER METER o .6a FIRE DEPARTMENT CONNECT -21 © WATER MANHOLE WVLT WATER VAULT o date February 9, 2018 Z OF DRINKING FOUNTAIN u? 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CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 7. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM I I DEMOLITION/WORK LIMITS (SHOWN 41 PROTECT EXISTING RETAINING WALL 21 REMOVE CONCRETE CURB. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT, date February 9, 2018 Ci.) OFFSET FOR CLARITY) AS REQUIRED IN THE SPECIFICATIONS. UNDERMINING, WASHOUT AND OTHER HAZARDS. SAWCUT UNE 42 PROTECT UNDERGROUND UTILITIES. 22 REMOVE CONCRETE SIDEWALK revisions ✓ — — — — 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE 8. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY. Q43 TREE PROTECTION FENCING. SEE LANDSCAPE 23 REMOVE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE. CONTRACTOR. I-- /////////////////// . REMOVE OR ABANDON UTILITY UNE IN COORDINATE WITH PROJECT PHASING. 9. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD Z PLACE 44 PROTECT EXISTING GENERATOR AND TRANSFORMER. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE DURING THE DEMOLITION PERIOD, AND DURING 24 REMOVE BALL FIELD & EQUIPMENT PROCUREMENT AND COMPLETION OF THE WORK SHALL BE TRANSPORTATION OF DEMOLITION DEBRIS. ALL STREET W REMOVE TREE, SEE LANDSCAPE 45 PROTECT EXISTING WATER VAULT AND WATER SERVICE UTILITIES SECURED BY THE CONTRACTOR PRIOR TO COMMENCING SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT t1J 25 REMOVE CONCRETE DRIVEWAY. DEMOLITION. CLEAN. EXISTING GRADE CONTOUR 46 SALVAGE EXISTING PORTABLE TO OWNER o T 26 REMOVE BUILDING AND FOUNDATION. SEE ARCH. SHEETS. 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT FROM 10. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE 1- DEMOLITION/WORK IN THIS AREA NOT 47 PROTECT EXISTING BUILDING. DAMAGE ALL EXISTING RIGHT-OF-WAY SURVEY ABANDONED SHALL BE PLUGGED PER DETAIL 11/C6.0. Lu -J IN CONTRACT. SEE SHEET NOTE11. 27 REMOVE PARKING STRIPING AND STOPS_ MONUMENTATION DURING DEMOIJTION. THE CONTRACTOR IS a_ 48 PROTECT EXISTING PLAY STRUCTURE. RESPONSIBLE FOR COORDINATING AND PAYING FOR THE 11. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 28 REMOVE CATCH BASIN REPLACEMENT BY A LICENSED SURVEYOR OF ANY DAMAGED FRAMES AND AREAS OF WORK- 1- OR REMOVED MONUMENTS. project# 16054 29 REMOVE PLANTER BOXES. N6. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE DEMOLITION PLAN Cr) 30 REMOVE FENCE RIGHT OF WAY INCLUDING BUT NOT LIMITED TO SIGNAL ¢cS EQUIPMENT, PARKING METERS, SIDEWALKS, STREET TREES, 31 REMOVE CONCRETE STRUCTURE STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. CONTRACTOR c.c 'v� SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS Mr::' 32 REMOVE UNDERGROUND PIPE DETENTION SYSTEM COORDINATE TO ORIGINAL CONDITION. 0 oma- WITH PROJECT PHASING. c A C opC I • 0 V 33 REMOVE UNDERGROUND UTILITIES AND ASSOCIATED MANHOLES. 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Ma M aOrrn , `� • i, • t � x Aialiligi / '''::.'Z*t..','"AIM ...,',L,';`•'Z':''''''.'''''kr:r 1 I I I M CO key plan o ROAD A ROAD B ROAD C o phase BID& PERMIT SET NUMBER LENGTH RADIUS LINE/CHORD DIRECTION NUMBER LENGTH RADIUS LINE/CHORD DIRECTION NUMBER LENGTH RADIUS LINE/CHORD DIRECTION SHEET LEGEND SHEET NOTES Q L1 58.500 S89' 42' 05.60"E 010 57.088 52.067 N58' 58' 02.75"W C30 34.443 22.000 S44' 51' 02,73"E - - PROPERTY UNE 1. REFER TO SHEET 00.2 FOR PROJECT CONTROL POINTS. O C11 29.12.2 60.000 N13' 36' 22.21"W C31 58.119 37.000 N45' 17' 54.54"E ..• CONCRETE SIDEWALK, SEE 2. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL BUILDING date February 9, 2018 vy LANDSCAPE PLANS GRID INFORMATION. } 012 28.213 50.000 N16' 27' 46.99"E L30 10.916 SO' 17' 55.88"W revisions 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTON NOTES. Q 013 33.855 60.000 N16' 2T 46.99"E L31 27.033 S89' 42' 05.46"E STANDARD ASPHALT 1 Z • PAVEMENT - HEAVY DUTY C6.0 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA Lu C14 5.615 42.000 N$6' 2$ 06.04E L32 236.304 NO' 1T 54.54E PAVING LAYOUT INFORMATION. J C15 13.455 113.000 N86' 02' 57,60'E 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME W STANDARD ASPHALT 1 FRAMES AND AREAS OF WORK, L10 294.362 S89' 34' 37.03"W PAVEMENT - LIGHT DUTY L6.o I 0 I- L11 101.984 N27' 30' 38.82"W - - - - w a L12 141.347 ND' 17' 54.40'E L6.3 STORMWATER FACILITY L13 32.628 N32' 37' 39.57"E project# 16054 r4- L14 36.896 NO' 17' 54.40'E �� VEHICULAR CONCRETE 2 L15 209.623 NO' 1 T 54,4O'E �� PAVING C6.0 Q� - - SITE PLAN - OVERALL ,-c`5 L16 143.713 S89' 42' 05.91'E - EASEMENT UNE EMERGENCY m� HAMMERHEAD VEHICLE cy L17 53.447 N82' 38' 17.90'E �U L18 84.366 N89' 2T 37.30"E C2 . 0 a0-77. O CONTROL POINT COORDINATE, SEE TABLE ON SCALE 1 ]NCH =40 FEET Nz L19 173.311 589' 46' 13.30'E SHEET C2.0 rn� 040 0 40 80 LT_ SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, f UNLESS NOTED OTHERWISE. r••••,,,,,,„,,1 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, CURB LOCATION IS EVENLY OFFSET FROM ROADWAY iiiii im L �- N....,...„. CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT • •• y , .; \ / PLAN. 28 oM' � • ` •fY iIi .. \SFr x \ / "` EL't7 • .> �" `��:yrs' 4F.. t R124" - :Er� �._.:,`.„ _ 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND \ - -.._ _= --� _ - - _... - INFORMAl10N. :�r ...`.. U ...-_.1 ._..-. _.-----�0 !� c !rr •�h Lit - - ��_. _ _ - (�;.-_ - - - �I"� �j, _ r R I 7 ,c - .� - eafc g ... 0. •r J Ali - rlrk.t,�.4- r .. : t-•-'- .. .- �k - ___. -__ 4. SEE SHEET G0.01 FOR ADDITIONAL CONSTRUCTION NOTES. , 1 , 'i .t«„ , . . . . . , .. , ,,„e 72+00 �, 73+00 �74+00 \74+39.02 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA " . - -of - - -N -- - t _I I PAVING LAYOUT INFORMATION. TYA. • nl. o I`,, I 20 �r M 16 20 !. 6 . 7 +04 6. SEE ARCHITECTURAL_ DRAWINGS FOR ALL PHASING TIME 1 I w H .r . �!-i :rs rlf, .rrr.. FRAMES AND AREAS OF WORK. " - Slr _ +.t w<.air w FFFr..--iii rl ri rr rFf rr r� 0 • • • fst'V PA!Y>' y 0.S 1. -- i R25' El • II I I �� I '� Q _ _ .. I \ �____________� I © I ' CI kill. 25 _ _ _ _ • X KEYNOTES Iltea L.-...-1 j 12' / \ �� ♦\\`\\\\.\\\\\\\\\\\\\s\\\\\\\\ : • ) / . , ': ` CURB 03.0 .'• ® 8 1 STANDARD CONSTRUCT R10' I iL:i • \ ' \\ \ , %�' 2 DIRECTIONAL ARROWS L�u Dull Olson Weekes-IBI Group � 4• .. \ '' I `\�\�... \. . •• .� Architects, Inc. I = 0 (8) STALLSIIt'9'x185' ® . � I i `\ \ ;`�'rti• • ':a '+,• � I 3 4" THICK WHITE DASHED 5TR1PE 72' \ I // _ 4 • , a4 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED E1'P.© w I• \ \ f . OTHERWISE. 907 SW Stark Street Portland OR 97205 USA t I• +" "' "" i R10 I..:\ , ! \ ��. a tel 503 226 6950 fax 503 273 9192 i \ \ \ " ° % www.dowa-ibigroup.com www.ibi rou .corn ni , \ �\� 5 LIGHT POLE SEE ELECTRICAL PLANS Irn <.\ �r I (... , D .,.,‘.... .:,. ..' o //) - :. , •''•'�',`';.`•,'` ' ` /' .`'� \\\�' .„ F a �" 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) fet _,.. ,r • r ::::}if \ `'• • .• , / 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK 4 ti t/ yr EYP. \�I ` FROM CURB MINIMUM 18 ) 12' 12' 9 84 mfn p_ in f ♦rki illi 1 1i1r.5 r.t?PLE ON ELEMENTARY >§00� --':\�`` \ " f': 8 INSTALL ADA PARKING STRIPING 0.0 ' I ad oo EYP. . X13/ p PROF. PRE-K/DISTRICT BUILDING �E f 28 " ® .�; �, '✓ �� .c. \y •° Yr`Fr 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS Co y,N S��o • `';�;; , =~,='=" '�°'�•" `,': «' - 10' .18.5 �', a\, E �� -�� LANDSCAPE, AND ATHLETIC FlELDS. �`� (,a F,P y'y 1 ,'t. ;, l] / .,•',-....-..-:11144'. ..1.0,..J•44 u '£ '0. '^ 1 1 I, 2$ ® _ ae,.«,r ^e..w..l, ,lt•1 �� --- '..\1 A J """ .„ \ 79701 PE : � c - < g \ \\\\\\\\\\� /. �. "sF CRY`��a�rt �'``rt, r' - !/ 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. �.�� E / _ 'co I ` rf, I f/�� ! I • ! 5 0REG0N 32 1 • .....................Pu vr , / f" 12 FLUSH CURB t_i�.0 '�t cap , < / baa 16 [20 �' 16 20 ® ` I �% H 8 i 09 fa �o - 19 { • " // �� \- '' Ij 13 MOUNTABLE CURB cso G� NARK�� ``'' IN ^� " \ \ / 14 TYPICAL ::::T STRIPINGXON DATE: 17/!070• 1 1�. 12 � 1.� it ° Els✓ 11{ \ y'\i A` ! f C'6.0® 4 .. "-' l a •. . "« a 9 .�.. E1 �l a€ I '/ \ � ,`E fY ; - - • .s-.! /' 13 �`' I ;(� {. „ f 15 TYPICAL STALL STRIPING u i. _ �• - c f , ® 14 -� \ _ + 94 ...1-7;•,--,_•.- a \\ i I ;., , N., ../- -1 • fi I ' 16 ::: STPING 4110 f ,y R35 ` p^ , , % }\ cP•. l 1 15v�`M <' / 17 , TYPE 6 U �� ♦� I 3 ° �x I � . -::,(,•,,,` I +\ ... /,`` "r I, 18 ::: :: , :: : - - 50+(850 2 ` ® r' A ^ ` 19 , l b U s17 10 14 EYP. / 20 B WIDE CONCRETE CROSS a � � •`� �,� 4 Z WALK PANEL. 4♦ � to t_ •; 2B i '► +- • 14 } J o'xo .O }� Hz ., ale./ // / 4i r n s< ik„ \� .. a, CG.0 I ❑ �i�"♦"" cP7n A oo Q `•-0, + '',..),.••,Q b / ` . G • '` = 21 RED PAINTED CURB FOR FIRE LANE 5 4�a►� �,► � • n +! \ %` / 41,/ .,4fi7 • , a • 4 \ ' . /. U C6.2 - •� ;ac , YI ^��` L. b• R 'rn r� � ,3' \ i/ .�i l• •f: , �' -�, 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING $" • I. 30 �s e.r .I;� \ 4,17//* � ilifff l.k r. • °' 1.\j Q .. . . R35 a a _ • a _ I // %r. 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS 4. •'t!7 W - \ - 3'i4 f f ,' ° -4. ,- • - ? ® fa 17 1 fP. 8 �. \ . . / 4 . 24 ACCESSIBLEPASSENGER A ON �+ 1 p '" r`• �, i..f .; rl elf ID ••i; / LOADING ZONE AREA L6.2 16.0 L 1 • 1 ' \\\\\\ fir j ,r ! 7 P„ ......d P' t I `\ ♦ / / 25 INSTALL "DD NOT ENTER" SIGN 'o f 10 ~;s , 16.2 11111 I 1, ,1 ?> ., ,/ / r` 26 TRANSITION EX AC TO NEW AC PAVING i 13 ) '�'•\1. - ' sof•/,f`'y, I in ` I r 4 . ._...._.,. i :%ri 7..p., E`' • I Tt r ;i. a, 1* ' , i i/ff A r , 27 FUTURE AUTOMATIC CARD READER GATE NEC 0 / I `, <' ' 1 r I-• t� .E. /'�F', l / ••.• e T N/ 3 �" •416.2 III3 °� //._ 4•rriii _ 28 INSTALL "DISTRICT PARKING ONLY" SIGN '.i `.€ g f, I ff , I (f� J f j ` f .:... ' �. :.�:. '..;� l t;,A; • 29 YELLOW PAINTED CURB FOR BUS LANE I } ,'VI- 4 3".:-^ i ,'� � ''.. ,lf' ,ifl, * F/ ,' �J/' ' ,. O N 1 I fn 1 2'-"12 .# il '- !• a 30 SCHOOL MONUMENT SIGN SEE ARCHITECTURAL PLANS N //r R10' X •N 13' 13' I • Et: ■ :� ;" \ ;• ry f •- 0.A / rn .)1; \ .\ /. Orn ,, '/1 1 5'PORY CONCRETE 8/.11 fi1F,P �1'� .�. j .r ' `/ , Fiji - _._I r- - 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT r7 t ,':; �•� • ;`''g., \ I BUILDING WITH USD OPERATIONS. .{ \ . v 'I .,.:,.�1„a'in ixw„',kat,,,.e.:i':smgv?'E,3 ,t "- .t. ., ( ) - 1 •... 0 21 €:' _+ 4 L 4.5' ,p b i . �� t�\ \-' „ / 1 / FUTURE WORK SHOWN FOR A". C v O ? 1 9Pie:!. 1 i . i \ '\ f "t/ REFERENCE, NOT IN CONTRACT/Y 2 p •4 $ i 1 \ ; r, / � a e^. I 32 INSTALL PEDESTRIAN CROSSING SIGN 16.2 .1 . . �'��'. 13 '-�- -26' 15 � �.�.� .�._: 1� � l • ., I � 7ti � � i� • I CO :. lZ4$. I \ R24' 24 ,.: x �•1 ® r \ f7\ ` ti` yf .. a I � "li. R7/..2.1::,,:...,;,1:. 72'y �„ r 1 Qf 03 i- �, r�" yi.:::. � lx n - . s r0. . - ,I SHEET LEGEND Ili CT3 u) fo ♦ gyp♦ \ R1 0. 4 {: ,e. • F; f \ \ • a- e 6 • F •a I e_� w '� .. �` .- . '-i - �,, l r'•�". i4 f1. \ \ f, • .�'-/ ? =EL. //I - --' PROPERTY UNE C. O f` ` "�#'Ori►" A `� ri `.„,,...•,._ 1 tiI'� \\ \\ /1,v ' 'I� `$• fI CONCRETE SIDEWALK. SEE +� I C dam' E _ ,'�v'W �{!V`��/ '�� _ - ®, f a •• ; A.i •.. '.II Irl k ' ti` (�sf ► STPD NT f • ,� ; Y. I �r • \ \ :,, , I s LANDSCAPE PLANS Q) as \ ► _ • .' *` \. ,.. 1�.' • i+l \ \ • Pi.. FIS �'•^ t•- O �'64� �� i► i : SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, 4\t r UNLESS NOTED OTHERWISE. 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, CURB LOCATION IS EVENLY OFFSET FROM ROADWAY - CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT PLAN. f _ MATCH LI N E SEE SHEET C2.1 i....4." .: ` " i'..1.--C..p i ' / I 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND ,, - - .' •.... - - ter. • /y� }��/�p # • f L INFORMATION. '"1,--,- •,, i' OU' DOOR $,f'Y'Y 4 / I I .x PLAZA €: J:. I` 1_' '1 �/ 1 I 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES, , TRANSFORMER r,•: A - i • $ ° • ' x ",""I 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA .;., 12 --"'12.,„.4„,:. ' 12 I , I•:, 1 I : ? i ; t � 1 Iw: 1 f `,r 1f •,� I... FIELD PAD CORNER PAVING LAYOUT INFORMATION. . N 132056.80 s • : .1 E 322227.11 6- SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME 27 TEMPLETON ELEMENTARY SCHOOL i : 9 FRAMES AND AREAS OF WORK. : ,G,,:,---.1 ,-;-.i El_. J- �> xKEYNOTESIBI `- TRASH do�. AO� X4"~1 I i '` �I RECYCLING g .-.4. ,l 1 CONSTRUCT STANDARD CURB 3 �� ,��+�4 4. oU11300' � } 8 1 2 DIRECTIONAL ARROWS 12 Dull Olsen Weekes- IBI Group 65+65.62 RT 12: , , 1,•` C�.0 �00, �� .�.� .....-_ PLAZA„ b• ArchitectInc. BEGIN WHITE CURB � 40*, , ,:, '> ; »�.: > ,;<,I', .1 : ";' a . ' ,R 3 4 THICK WHITE DASHED STRIPE � " s i k 20 �.�.�. _'. = !'1.1.- x i-'.1 s 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED I . I ,E i-' ' ' I-. OTHERWISE 907 SW Stark Street Portland OR 97205 USA I I . ��I_ - " M. tel 503 226 8950 fax 503 273 9192 •�•� * • 7. 1 .„ 5 - SEE ELECTRICAL PLANS www dowa-ibigroup.com www.€bigroup.wm fit; , .' jy/ UGH POLE i _ i ,•'• v ' k� -"j • 0 , 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) t REQ' I 1i---- ''' ' 1"*� y 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK 4 • 8. ii ., • ;# IA � FROM CURB MINIMUM 18') C6. �-12' 12' m ..„ J 7 2 I Iai \ 8 INSTALL ADA PARKING STRIPING Cho TYP © I 4 .. r:“ ..,, -. ' \t\ 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS `��0 PN FFFssiO 8 65+11.89 RT 20.00' . 1' III‘ LANDSCAPE, AND ATHLETIC FIELDS. �`' 4`* s� yg+- NBEGIN PARALLEL PARKING74'1 179701 PE 1 ' . 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. �‘ 12 9l�" S #. €- 5 OREGON + x t 9 i j; ##' k 12 FLUSH CURB [6.0 ,o 'Ul. ,O 161 p I , *• ., 0 0 Z.; w ::'\ \ :: 9 13 MOUNTABLE CURB c6.0 9�!NARK 9�a © I `I 9 -.- a . ' M1d ; I. " \ \ 14 TYPICAL PARKING STALL STRIPING X6.0 I EXPIRATION LATE ZOOM I l i j , ,rm ,,,:i 21 a� w \" `;' .S \ 15 TYPICAL COMPACT STALL STRIPING 13 OUTDOOR: kit. • . � a . 11,;' PLAZA r' _' 16 CROSSWALK STRIPING 8 R72'J' R50' 1 1 ;ti r .. . 1:1 �, L6.0 I \ \ t "" �`.'} _ 17 CURB RAMP• , TYPE 1 C6.0 \ . :` .__. ' • i {1S < '3 .s x , Ii.,.:., ` 2 18 CURB RAMP, TYPE 2 16 l 'i -....,*....., -'''... I r ,I •' 1' 1 ` 17 w 19 CURB RAMP, TYPE 3 ' ` '.' k FIELD PAD CORNER � C6.0 4 ® I t I i �;' • , t... • 4 . . III ' - /..... N 131865,91 60 10 Z 20 8' WIDE CONCRETE CROSSWALK PANEL, . .. I 9 1 b'', © E 322211,75 = w \ I I I I- -I I • �• ,. '•,,+ --r- iT. '," -. = 6 \ `, rr 3 i 1 IF.-----+: ( °' a 4 C J 21 RED PAINTED CURB FOR FIRE LANE c .Z \..........................\ t [ s +rte _ �: �+ l � °�•,:11"',;:•,::- e% •• 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING iCOVERED PLAY ' 1 L-� EMERGENCY !! -: ( (P ,,�"i •I. r- 1 1 . /I `,..€ _ -_ VEHICLE ACCESS - :Imo �', �1 .'•t.1 ,..,�•P , <_ ' �,;+ • . - , '. 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS „,- �/' a I r AISLE #� �I :: : z.,- 64+01.68 RT 12.00'. 6,\. I , , I I I -•• (SEE LANDSCAPE)_., �` ;' • :�. 24 ACCESSIBLE PASSENGER LOADING ZONE AREA 1R }� r BEGIN YELLOW CURB 7 1 I 1 , ` >' 29 (IA \\\...,.•...t,'• \ oo i I I I i ! .. III �;, • i<a 25 INSTALL 'DO NOT ENTER' SIGN C6.2 - �� I• 1 1 1\ I • \ •• 60+46.18 RT 48.20' �. � `` L " 26 TRANSITION EX AC TO NEW AC PAVING 10 N R R ED EDCUB -/://'•,,\\ �._. u... \� : Lb.0 \ 1 \ I ! � / EIV, rin �- ;-1-»" _ .... r, . END YELLOW CURB fl t �"� O 2 '' sr ` 1 29 '�°° - y 27 FUTURE AUTOMATIC CARDREADER GATENIC • � � \ � � d 1._................_. I n t� s'''''''', '---..-1...�, E C E - 0 • -- UTDOOR PLAY '77.8' r - r , 't _....•,, .:.. ` '-I .,Pm. "' __ _ R48' _..'•',.....-7,,."'.`n.-„ • _,,:,,z,. 28 INSTALL "DISTRICT PARKING ONLY" SIGN C6.2 fU fir" 7 :, .......... ...- = t 1 I � -�-`-.,.,"'"�'• I I 1 21 29 ,.;.•,. e; l I 3 ♦6 co a� `. w� 29 YELLOW PAINTED CURB FOR BUS LANE �k� Z �� 1 t CO aiin.3- 3 "� GV Z r SCHOOLMONUMENTSEE R 1 ! i 30 SIGN, ARCHITECTURAL PLANS • I / i'• / Efill MAINTENANCE N '131789,43 a, I 113 M. M ® ,' BUS & FIRE �" ; !� `` u _ ' I ,;,,,,� :; ; <..j" • TRUCK TURNAROUND ACCESS E 322244.76 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT / 4' -"-..:. t�� - BUILDING WITH TTSD OPERATIONS. miga u) ES ... '"'�'''�'�:....... .- • - ..- .!• • •.•. , vim ,.: 1•T-;41 1. .1- ''r . ' ,•t ,A. .r'l. • • V ,\ • ' ' f ... •*,..• 41 x ; . .. . O�* ®. ♦d 4O.g► I • R50' 32 INSTALL PEDESTRIAN CROSSING SIGN 91 - ��;:'' R40' 7TH .�--�t - - 4 - -- BU5 DROP OFF , \" , A .1 CD r 0 '�o I 29 61+00 60+00 / - ss+o sz+oa - - .f - }: 0 I- I - -- -- . / 14 -- - I - - -, _, - - ' I . . •n- � SHEET LEGEND w • 4 N: i •I 89.8 i� Q •O �• _ _ R64 PROPERTY LINE C = ----- { 7 STALLS .O 9'x18.5 ! � �. (7) STALLS 0 9'x18.5' STALLS ® ---,POND B •" O �"� J i 7 STALLS ® 9'x18.5' ;�� ( } 63' • 9 (5) ® CONCRETE SIDEWALK, SEE . . c, .,,- .1.• 0 ... . ( ) 63' 9'x18.5' y- . r 45' -LLANDSCAPE PLANS QD ;r �._ v 60+21.26 LT 12.00' • L CO CO nr r ,,'yr c 14 I 14 / BEGIN RED CURB N 131776.69 I Q 14 K" I • E 322210.23 1 ., . ', --.- - - STANDARD ASPHALT --••`.• �N r !..,:...::. --�---- - � � - p 4 4 .. _ PAVEMENT - HEAVY DUTY c6.o � � lin in ; ''S: _. • N 131762.51 >�:, \ :'..--, :} ` ! ` E 322244.35 I- c r i '\ \\ :t i . I ]' ! �\ r°/ 1 • \ / l/ ,\,i f', 2� , r r s..„\\ I f \ \ l ji�\ i %: /• I �.-: `� , • • \ \ \ \ //...:,--_,•-•„..,-,,... t.is,..,-,::..-. \' 11` � • STANDARD ASPHALT I gl / / \ \ ,, //.,. --. )k-:---..„-,., . .. >. ..:.. . \ _-- -•- ..� s•.-. :- '• ---- i------ '• -. - ..' -�` 4' AVE ENT LGH DU TY r,. \Si • ',tie f • . ^ /1. \';•;,, /;• ,-,: r ! \ /,E•\ ,: r /i ,l ff f%r \ f ] /• -J1 / f ;� • 't\ '+ \ \ F \_ , JJ \ • / • / 1"t / // \ \ : $ `�• / r �r r , rt / \ .., ;` �'• 1 I - .. .. ,.. r t j 'i � \ f, i � r \ l: \ / t \ /: '.\ •'ice-, r/. \\:v :, \' � /,, \ � - i' I ,,r \ ,`, ! /' '• \ \f .' \ I "/f f •,\� � , /�w,\ f 1 . - - - ,. ,. - � �: gam- _ I _ _ - - - #-�F - �J - i' . 1 z, _ _ _ -_._ . , , STORMWATER FACILITY 9 1<lif ILAR CONCRETE ♦. ..`.♦... PAVING C6,0 111 soFlSuite Portland,Ave., 2D4 0:503.227.3251 F:503.274,4681 - - -- - - - EASEMENT LINE www.kof.cam EMERGENCY VEHICLE HAMMERHEAD CONTROL POINT COORDINATE, SEE TABLE ON o 0 O o SHEET C2.0 w ICONTROL POINT COORDINATE TABLE ';i;.:1AS.H..„.N.::::..4:,` 0 VA ti N co POINT # NORTHING FASTING .r , » 0 P1 131782.31 322128.69 key plan Ci- P2 131780.14 321834.34 phase BID& PERMIT SET 0 Coj P3 131808.12 321787.83 00 P4 131898.57 321740.73 o date February 9, 2018 (-) P5 131926.60 321733.94 v? revisions Q z uJ m LuJ z0 W J 0 1 uj• I project# 16054 17 SITE PLAN ¢- er,..- cD 7� f OU 0 SCALE 1 INCH=20 FEET C2 . 2 o, I F:- 1• Cr)CNI -I 20 0 20 40 SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, I" UNLESS NOTED OTHERWISE. r''''''''''' --Th 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, CURB LOCATION IS EVENLY OFFSET FROM ROADWAY CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT PLAN. ' 3 SHEET0 FOR ADDITIONAL SHEET NOTE AND LEGEND - - ..•. .,,�....,,,,._.... - - - - - - - - - - - - INFORMATION. n':::',",• - ' ~~- '>. 4. SEE SHEET Cd.01 FOR ADDITIONAL CONSTRUCTION NOTES. N 132389.53 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA I E 322371.62 PAVING LAYOUT INFORMATION. I cr -- '-� 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME N. FRAMES AND AREAS OF WORK. }} /- r \ N 132372.00 i;!';,, 1 7/ - - ' ti . r E 322427.72 ••''.'�., ��J.�ACCE ACCESS :I /// /r r \� �}Ii • t1X KEYNOTES I B N 132364.70 / 1 I r f 1 1 E 322327.30,:J - •/ 1d 1 - J - -I J r` J /F 1 CONSTRUCT STANDARD CURB C6.0 iii PUNU A r r .,,,.,.........,:,...,.:, '#1 - - ! 1 101' • • POND A /I % 1 ' L ROWS 12 Dull Olson Weekes IBI Group i - - / \ 2 DIRECTIONAL. AR - • • i ! • -I 7r !- .: _ �� 3 4" THICK WHITE DASHED STRIPE Architects, Inc. - - I - / 10 - ; 11 UAL3FEET UNLESS NOTED .!xj 1 1 - y tat 503 226 6950 fax 503 273 9192 ; � \ y - • ! •� - - - - - www dowa-ibi rou corn www.ibi rou corn - ,i 5 LIGHT POLE - SEE ELECTRICAL PLANS. 3 r3 9 P I y l / 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) •' •.5, - r - . -r :, 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK t,\i - - - • • - - ® FROM CURB MINIMUM 18') 4 -, 16.2 3 0.0 I 8 INSTALL ADA PARKING S1RkPING �� € pPROFfT• .-�'• � , , ,-<, 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS v� �,t N p sr/D t • l LANDSCAPE, AND ATHLETIC FIELDS. . - �`' `�4 �9 ` N 132323.42 - h 79701 PF i E 322353.23 \ 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. :-- K t . 12 FLUSH CURB g ,OREGON, �,: NAYSTRUCTtslz€,AA6.A 9❑ 13 MOUNTABLE CURB C6.0 9G!NARK O��i .. .;- 14 TYPICAL PARKING STALL STRIPING t 6.0 i EXPIRATION DATE: t V301! "..1". I 15 TYPICAL COMPACT STALL STRIPING i ,' V I •�f-'? 16 CROSSWALK STRIPING UtFIELD PAD CORNER / FIELD PAD CORNER '•' `� ii• 17 CURB RAMP, TYPE 1 15 u� N 132269.61 / N 132269.61 t ! E 322247.54 E 322447.54 i'=.. I 1 I....l.m 16 - k 1 1 B CURB RAMP, TYPE 2 ,., C6 0 , ! ;`_;a.t I 3 19 CURB RAMP, TYPE 3 17 LII =' ri3 . , 1 aZ I € i 20 8' WIDE CONCRETE CROSSWALK PANEL. �e.0J it •' ir 33 I .1 _,,.., 21 RED PAINTED CURB FOR FIRE LANE I ct.2 \ s 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING • i - -. - - - - 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS + yrr i':: ,... C. 24 ACCESSIBLE PASSENGER LOADING ZONE AREA V antire / / . 1 , ., . i 25 INSTALL DO NOT ENTER SIGN ' T f 7 • I ••.,. >i.1::. 10 .•\ 26 TRANSITION EX AC TO NEW AC PAVING cn ;r� NEW PLAY :%; ••: X6.00 FIELD ,-,..r w~ 27 FUTURE AUTOMATIO CARD READER GATE - NIC O Q >>:it,'., 28 INSTALL "DISTRICT PARKING ONLY" SIGN 16.2 03 f 'i;,i 29 YELLOW PAINTED CURB FOR BUS LANE Cl) ^ • , 0 C..l 30 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS -= CA 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT V �`` BUILDING WITH TTSD OPERATIONS. I� 6 2 32 INSTALLSHEET PEDESTRIANLEGEND CROSSING SIGN C6 2 d � •a ro Qf co F- w w � - - PROPERTY LINE CONCRETE SIDEWALK, SEEI1:3 CD CD LANDSCAPE PLANS CD STANDARD ASPHALT E U) m 0 j PAVEMENT - HEAVY DUTY cep cu _� ,e • STANDARD ASPHALT 1 PAVEMENT LIGHT DUTY C6 0 FIELD PAD CORNER '-_ STORMWATER FACILITY• 4 1q3ffa N 132069.61 " • C61 E 322447.54 - -yrFr,_ ..:;;;/:1 ": �� VEHI CULAR CONCRETE 2 \ - •��• PAVING C6.0 111 sw Fifth Suite ZSG❑ MATCHLINE SEE SHEET C2.4 Portland,503 O:503,2 Ave.,e.,Suit F;503 274.4681 --- --- ••••--- - - - EASEMENT UNE www.kaff.con, EMERGENCY VEHICLE HAMMERHEAD , , " ' OCONTROL POINT COORDINATE, SEE TABLE ON ?` CI SHEET C2.0 w I- N O COCO FO key plan J a_ a phase BID& PERMIT SET O J 0 8 date February 9, 2018 U revisions cc 1- z Lu Lu J LY z O 1- w J CL w project# 16054 N- cNi co SITE PLAN Q- 6 CL (:IrllbT C 2 • 3 a0� SCALE 1 INCH-'20 FEET CNA CI) 4----) 20 _ - 20 40 NL" SHEET NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL, UNLESS NOTED OTHERWISE. 2. IF ROADWAY CURB CURVE INFORMATION IS NOT PROVIDED, CURB LOCATION IS EVENLY OFFSET FROM ROADWAY CENTERLINE. SEE SHEET C2.0 FOR ROADWAY ALIGNMENT PLAN. r '. MATCHLINE SEE SHEET C2.3 3. SEE SHEET C2.0 FOR ADDITIONAL SHEET NOTE AND LEGEND . — INFORMATION. 4. SEE SHEET C0.01 FOR ADDITIONAL CONSTRUCTION NOTES. " i' /,. 5. REFER TO LANDSCAPE PLANS FOR SIDEWALKS AND PLAZA ; -_ ` PAVING LAYOUT INFORMATION. NEW PLAY • FIELD `.:\%'' it..".., t`^ ' 6. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME `Yx FRAMES AND AREAS OF WORK. . FIELD PAD CORNER'\ ‘/ e e N 132008.71 / _ E 322455.79 f` X KEYNOTES BI �i fli`.. =` 3 l ! �,, 1 CONSTRUCT STANDARD CURB C60 rte- f f F' \ rr 2 DIRECTIONAL ARROWS/ 12 Dull Olson Weekes-IBI Group '{ o'` `r` ,�, / Architects, Inc. 9 r, / 3 4" THICK WHITE DASHED STRIPE .""ter / 4 ALL CURB RADIUSES SHALL BE 3 FEET UNLESS NOTED OTHERWISE. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 / 5 LIGHT POLE - SEE ELECTRICAL PLANS. www.dowa-ibigroup.com www.ibigroup.com / 6 CONCRETE SIDEWALK (SEE LANDSCAPE PLANS) 7 INSTALL "DROP-OFF" ZONE SIGN (SIGN POSTS SET BACK •• / FROM CURB MINIMUM 18") C6 / 2 ,�1; = . 7 F ; 8 INSTALL ADA PARKING STRIPING U6.0 ,`g0 PROFest, 9 SEE LANDSCAPE DRAWINGS FOR ALL PLAY AREAS c„, as'ru Ft.No — — — — — — LANDSCAPE, AND ATHLETIC FIELDS. ' 4' 79701PE 45 T- ... :i,,. �l - 10 STORMWATER FACILITY, SEE SHEET C4.X SERIES SHEETS. ,,r..--.. --" i ` 12 FLUSH CURB L6.0 41 OREGON fl 6�` 13 MOUNTABLE CURB C60 a9UI NARK 9'''' ` ,'3':`- ` 14 TYPICAL PARKING STALL STRIPING C6 U I EXF:wmQN DATE: 12/310201/ 15 TYPICAL COMPACT STALL STRIPING 13 C5.0 ry --- �� 16 CROSSWALK STRIPING �b.o 15 .y `_; ! 17 CURB RAMP, TYPE 1 A w • ::-.� \ (AU 2 �• \ 18 CURB RAMP, TYPE 2 16 W �/ 19 CURB RAMP, TYPE 3 17 Le) j C:S.0 LZ JJ ' Z `�'• Ff. 20 8' WIDE CONCRETE CROSSWALK PANEL Cha r:rr I Uf 21 RED PAINTED CURB FOR FIRE LANE 5 C6. • 1 fg 22 SEE LANDSCAPE PLANS FOR CHAIN LINK FENCING I / ...:' „ a. l 23 BIKE PARKING RACKS, SEE LANDSCAPE PLANS 1/4:1y . f 1/ ^-•-. 24 ACCESSIBLE PASSENGER LOADING ZONE AREA C6.2 C60 V 25 INSTALL "DO NOT ENTER" SIGN C6.2 -- i FIELD PAD CORNER %•:: 1? ``;:i:• G,g 26 TRANSITION EX AC TO NEW AC PAVING 0 N 131815.21 # :'�' ( f � E 322405.22 1 1 27 FUTURE AUTOMATIC CARD READER GATE - NIC 0 Q ' 1'--,, N 131803.9478 a { 4;-._ E 322321.9364 /! k:^. . / { 28 INSTALL "DISTRICT PARKING ONLY SIGN �. " � 6p,3' ----,-,„ `r r 29 YELLOW PAINTED CURB FOR BUS LANE Cn 0 m / Aq Z - ", r /' EXISTING P 30 SCHOOL MONUMENT SIGN, SEE ARCHITECTURAL PLANS aN N �` EXi ED ACCESS ,•,��, ,, -•,.ti,� ,r'� _ .�,� �;:�,� �,, ,. 31 COORDINATE NEW WORK AROUND EXISTING PRE-K DISTRICT #� � -..� T o r ".--,„ _ BUILDING WITH TTSD OPERATIONS. I ",'` �" -� `�`�:.` ` ;;' t' `'� . /3'•rr`� 32 INSTALL PEDESTRIAN CROSSING SIGN E t'\�\•- / • Li r f T \ = L ED CD CU i— 1 POND B . - :=�• - • •• `. r' f r J �- ,. ��`�° I SHEET LEGEND w co I- - - - ' / -l: .- 4' — — PROPERTY LINE g = a .r J� —— — I'j �/ r i LANDSCAPE PLANS LK, SEE ✓ O STANDARD ASPHALT 1 E U) m co �_. N 131775.64 PAVEMENT - HEAVY DUTY C6•U CM O O C) ' LO LO E 322300.06 € ��> .• fl,. r_, -.1-1- 74k- 1 �� . CSD , ,t / .•^,•,,,-,_ ,-.-,',,'•,-,, -,,,' STANDARD ASPHALT 1 1 ;ea,., r` '.. .•�: f \,•!; .r rii .•.':j ." .;�`, PAVEMENT — LIGHT DUTY C5.0 a �r - — 1 . — _ —.i`,- - , , / cn I / lq:iff I ` s: STORMWATER FACILITY "- `• ":` '1' a I / ��'♦�� VEHICULAR CONCRETE 2 © / PAVING L6.0 w IL I ` ♦��`��1��♦ 111 SW Fifth OR.style xsao I I I I 1 , Portland,0: 0C27 325041 O:503.227.3251 F:503.274.4681 — — — — — — EASEMENT UNE www.kpff.rom EMERGENCY VEHICLE HAMMERHEAD O O CONTROL POINT COORDINATE, SEE TABLE ON 11 10 © I SHEET C2.0 Lei — -- c ti N O 9 CO I CD Okey plan Et_ a phase BID& PERMIT SET U 0 date February 9, 2018 U to rBrevisions>- ce Q Z w m J W z O I- w J a w project# 16054 ti en SITE PLAN Q co co0 co o0- N SCALE 1 INCH=20 FEET C2 • 4 a CNijj Cn J 20 0 20 40 r ( . }✓ / m s/ /1 0 �. • i ;: ice: .sa `Il.t'*:Z,\ ,., % t '/i`,. .c3.., #� 11 ',�['�i•.,'. �r,l f�• 11 .... .., '....' ... 1 I / . . .,e... ., ..,1'' n 'MTh. \ \,,,\ N ` l .; \ r ' ,/ ! `9� `r, `:' # ar.x.. .d*M>t3m ar3'Y' �: ,,,.+1 `•;•,lr ` `t►1•,,, , .c[, t /1. f / ! 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'” .,.., „,,, ,.,,,... , •....: -,,,,N ..., ' . -2,.. ..,/,,../.:----- Sa I B I . li ' -, o 'I I ,` /.4i i" *_ Dull Olson Weekes IBI Group} / `" 1- 1k. # L..1/4 : 1/4v.... ! �• ` /' Architects, Inc. :rF • ± ;ax:.ss.ea-vne;:.ean's..zarw, I 1 it ^� ' III z PRE-1(/DISTRICT BUILDING 'I ti' ' 907 SW Stark Street Portland OR 97205 USA �� tal 503 226 6950 Fax 503 273 9192 a ; ; •�' — ;r www.dowa-ibigroup.carn www,ibigroup.corn I AlX FE-267A' /, —— r N s��.,.t. y�� f rr' • L moi” y c��/ f 1 '� # fr�j� - r'' , ! /\'• _ — r .1_ r • , , ` " i. I 01 [ I ` �' 41 \ " ! ''Ix !ry _—f. --�.roi �_,,:,,',^. _�r� —� - ____ '• T '''''''*',.., ;Or' • " f .f. 1/,/, ' _Li ' . 2 IFr+ �t ..'+� , ,i, , t �' SW MURDOCK STREET , -- • — - ��4 Ropes s,/ t • ��O ,` x sr",:r, r. l I r ��`'��ptNE� r�0y9 .,.i - . w _ ,;F7,.— A,,,: ..... - u,R!1. 1 ry +\ ` .e A`> � `!;' I �� - Q' f I .- _ — , f i I ri:$ :\ j l J / f.` r { f., / / —1 �;�+. _ _ .^ 79701Pf I .L?� f /1 •.� ` • 1i L� r— 7/- 1• �i :. Case t_..� O. 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I. ` ! r' I i i.. l� �` `Q} co Ila t17 y .. re, ....,-" : 7 p . .h L� r ti 1 r F :fi : . \ \ ,,r •"..e, 41/ / 1g:1ff Lini , ra .w. -'; Y ., .0, , 1...f Y:a Ik't-M ` _ Y` ' 1 - y - -` IIfr } F ... .. /...*.! f 111 SW Fifth Ave.,Suite 2560 ! 1 • , t 1 .. 1 :`:f Portfentl,OR 97204 • t, � ',9 t \; cr\ i,l; \. ,\, \,:, `,,i € ,, ._ �F"'. _r^" .,,.. / ,. 0:503-227-3751 i. \ •\•.h am Lil !. ' =!3. i \,,aFl% ;,/,',.--..;;-,A4,2,\‘..4,•...- ___ \ 'f' +'Y hh // f'' . .i ,� ,\\:: W.:,\\`.•I, .� '•- •!Ir'''i �T'.-s �.Y,r. #. \.;, w r• .ax, :i: ., .t ,..•e�"; ^,IR' \ .274. •> _ ""�°[ _ *'� _. _\ F:503 4681 I -ate .. „ .., a , , • [ _ � a i I I I I I 1 1 I / • ate 1 I \ cCO o - - - - I I I I I I A— I I I I 1 I I I , I k e y p l a n J I ' 1 o phase BID&PERMiT SET SHEET NOTES Oo 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE date February 5, 2018 ONLY, ti? revisions ce 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% Q IN ANY DIRECTION. I I— Z 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA LU I ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES J (ADAAG). I w 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME p FRAMES AND AREAS OF WORK. I I-- L11 I w a w project# 16054 CV GRADING PLAN - OVERALL a- cisN O" C 3 • 0 coV SCALE 1 [NCH =40 FEET CZ) ,,,_,....., N w 040 0 40 80 �J [V LL SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE \ ') ONLY. I - 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% C'''' IN ANY DIRECTION. ,,- --- . .. ..... .- ,:- - . - - i , , ... - .- rs ,,,' •'''.,,' "... c. ."r-- e•-• ,--- - ,,N,,,-L".'-',' ------- . __,.•--,-,-,--------_,•,---o-.- --,-,:,---,.y, , .4'=i' 4'w• . . i "N.: \ \ . 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBIUTY GUIDEUNES FOR BUILDING AND FACIUTIES IiililijA••i: ..'•. .•.:4m Pgi.:k / .,'Y \, •--- 2**4.6'".1 ---. --. '-11.--- •'''...'''''''' --!,.-K 269.38 TC -'•'- ' ' •-•:.---!4„- -. ..,':,e,....,-.,---- -- , \ \ . CADAAG). !3101e . • , -,,.. . , \ \ \ , 27150 TC/TP '-,, 0 ' \'' j27254- TC/TP 2--- ''=-_. •-•,--.2z-....' -. ._.••'--- ."-,> 269.56 IC '. • -- -----, •:.•,':-W •,••-•• T'7,- ' -----"LIA1/41 .i 4 2/118 it.: --11127u..30 -ic •••"'''''" III 4 \. ,' 269.19 •'.` ,;'".•- ,*!,!*- 269.17 TC.•••V; -------':'...!,.i..---..-- ... ....,, ,-.7„--;,„. e -=..., -V ... , ...- - --i Il•:-.!•,-. - - - -- ;OM \ r.:. , • '' 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME ...,..... --- .. i ---‘ki 274.43 TC/I ) --•,...„ ,•.•• • -,!• .,." , -7... '' i •,.::,2..,,,, ,,' •%. .-7./ FRAMES AND AREAS OF WORK. ""' • L I 268.50 , • .<.___- \" - I 266.00 ....." ! 262.52 • \••••• " _260.00 _ .259.73/ •••••''"- .,•"`-l''''•,. i / , )i '•'' / hi...,-,_ _... L./ • ......,,...,. .:.:•:„.,.. . ._ ....- _ __,..., _ __ -„A 274.36 7C' 273.33 TC/TP . 272.36 BW 7'. -----\ 268.50 TC/TP 267.64 . cs fr LA a IN) \ 1r rl i 261.35 ce I c4 i li 0\ / 268.38 TC/TP / . \ t, 1 i ! . \-273.873- 27127 272,06 TC/TP N./ 45 268.82 ,N co .. 266.4± MATCH \ 0 KEY NOTES \L.1777r1 i i„, 'f- 3 166 n„ NO I V •ml'''''''' .... """.. .."m Er mi.' ''''' ' no im m m:.i.m ./ ..261.50 \ oz, 259.33. 9 1 2%25 1 r GE. , „.....---- - 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM INEM1= 1 . 41\ BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND i 1 / 4.1% • „.., ,..---. ' Z BUILDING. / ,. /./ ,t, / - - . - 266.79 TC/TPN 286.8± MATCH"' ••-- ,,- , \ - .,.,. 267.1± MATCH 19,;ritiser/ [1:14 14° . ‘‘4''' iliril• L' _ ,\, 2 NSTREEIDPEDTOTP0S0A1LcHAIENvED PsRuORVIGDREADEEXCEALEVvAAT1nOoNNORpRFIADEAS II 1 / .. •• ,, .•• • I' STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND / I / .• `-271.50 / / / .• .. 267.10 7 {_ . dc4:--•-.-. ...=-. fle-Ar,-U3 .:::-47-/- --4--'%:-- P.t) : ....,, ._ jr".. . ' •\\\\\\\\N,\<-----.1\\\ 'S\.\\\.,‘, i I\ r.. .- e ---• - I '-, PAVEMENTS. I--J / / /271.32 ,,•• !vi 0 268.26 . . rir ,, kipi ::`,••••, • \ V,„, i ' , - .. • ,t ‘"-•,-, I 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED I y / ,.. - / / / ,, . : . . • . .. . ...,....._. , . r -25726;3211 il pp! ,,,,,_.,,,N \ \ \ i's I I :-. .1.,\.• , '..... I '.. „, .,, --Ilk% i V s\' x s•-tet .\"*".., GRADING IN LANDSCAPE St PLAZA AREAS. Dull Olson Weekes-IBI Group Architects, Inc. I - :..5rolycenT,-1,' \\ \)..11.1 \\\.\\ k.lbi4L '''''./ il// 'i I \ 5 , , . \ \\ 1 i! 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. V ' `‘' / i \ I \ \ \ \ I L. \ . 1, 268.00 ' 1 .\,,,-\\17-r-,- \,\,\. '*1 5 PROVIDE 8-INCH LAYER OF COMPACTED BUILDING SUBFLGOR . Ki / / 2.2% / I _, . , . . i [ I k ,-4 r / 1 . MATERIAL UNDER BUILDING FLOOR SLABS IN COORDINATION 9.07 SYV Star1(Street Portland OR 97205 USA , A 1 / ' ' 4.51C 269.02 267.58 6.7% 266.43 1 k.\. \ \ I I / \ WITH RADON MITIGATION SYSTEM. tel 503 226 6950 J.100 PROFes, fax 503 273 9192 /, / www.dowa-ibigroup.00m www.ibigroup.00m ., " ' 271.043 J444 e 1 / \ 2 267.09 TP \-\ I , . I - 3( 270.31 ' ', • - \ I / • . 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT ._. _ ._ , 701.N: • -•-•- ' • 4:1 MAX SLOPES TO ACCOMMODATE PHASING. SEE 11 .11MEMEMEMIIMMI T-Ti!, / 1 • 270.26 ; - - T- -,,•,,, , ' .,266.52 TC/TP \ -..\„. ® , r *E.' '5ii "'"-.? ' 7, / / 5 ; , . ARCHITECTURAL DRAWINGS FOR ALL PHASING TIMES FRAMES . , 271.31 , , A ' 1 ./ ,., 0 266.96 \ ,-1 <<\ - AND AREAS OF WORK. 1 - • .:. --;- 269.17 r 1 ,,,, ,IN:616, Tpc . , / I e, 1\271.00 268.40 -, \ - -, (,) I - r N, ,),, i... It.: -266.71 TC/TP ' --,- . JAMESTEMPI. PAW ENTAPY SCHOOL \-267.50 '' ; . tial4 ,, V '-,'' .•-'' . - . , „, ..-„,..,.„.,„,„...„..„.,,....„. , _Alf -.267.313 TC .-,i, .• "./ • , HD I >' 's :,,, s• ,otrIt-e-m'S , ' ) 1' • -1",' -., >266.88 IP . .:4r't .r 0' 272.0 7 / :, ,...• 266.78 -,. .1 ., PRE-K / DISTRICT BUILDING „:/,\\ ......\., , 79701 PE # Ti 271.20 270.94 TC f , -NI .1 ,,.„\,„ 1 ,,287.41 TP, ....„,\"°._,.'..‘•\W''' N . . - . • /.'•(,..<!..\• .,,,, . it , ' i - , , !, I - A /7 r I i 27a46/ i 270.77 TC I 4.1% c . ; : , 250.00 OREGON 267.86 ' 11 I -i / . \ 1 FIELD PAD,CORNER' / A c",,i i i. i 269.82 'IP / ' ---- •---- .., 267.70 '''. 'I I 0 ' .. EX FFE=267.4' i •/ si: . N H- 4; //I • A I ,Ati \-74 ///,. 1,... • to - 4-411i NA fit , \I <A! , 271.35 TC/TP yi, 270.70 TC/TP • /1 , 0 268.63 IP\ L _iv:L ' . ) i#4;5 i i GMDING LABEL LEGEND 1 EXPIRATION PATE. ammo i , 272.23 7P / ' -',' -----,;(1,P-- T., i .. • II •: . - iiiP ,.. 266.57 TC/TP1 \-:;-!:'`•-,, 44.78241/ \''TC/7P ' 14 • ,‘..,11 . "' . cf./4, .4.,/;/ \\:,: z•--, ,' 272.15 TP.. • ,,,f I i . .. I.: - !-/ I .;!,.:,.:,... /„......._ ,,,:.-..,,. .. ... •_ ,••,,, . \ -„,,,, c‘, tidyi • yr < ,;,.f.t.4\ .4' 1 .iik" ' / if CALLOUT DESCRIPTION .. i cv,o-it - L267.36 TCPP ,,•-• 267-10 1P- --\\ 1 \ • I .1".NN f ...1 Nij • .:, r6 : 272.'25"..,..,,,,L,:j•*" ,r..,../ i 270.60 TC/TP .,, ' I Pr 268.5/4 TC/TP 271.7± ; , ,.,.,1, s-,,c -;•:••:,,,,- -,,, : - / 271.25 TC/IP 270.67 TC 269.71 Tc/Tp .,... / "1/4,<.}7.60 1 I 267.99 TC • I ,, ra) ii, „/ N .. ,_ ,i ' ic-) X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) - MATCH EX-''''''''''.. es` • ,!r"•'( - -- k 11 ••. . \ ,•4 .A , f, ',... iii ii k\''', , I , j „ 249.88 ' \ II • ! i 270.29 TC/TP I i ' 267.47 TC/TP I:- r -. ,N, \ SPOT ELEVATION . \ N.\ '''' ,' i • ® .,- l; ' ; Lj±i I Li, DESCRIPTION USTED BELOW. NO DESCRIPTION MEANS TP OR TG 267.331TC/7 44 . ,.. \ / ill , \ \ • rA' i s 4.1% , I 1 267.75 TC/TP Xx.xX xx ,. , , 267.21 286.97 7 ..777,- ••,-,a -•,•-,.•-s• fit C.','N ',.' / /if i " / i / Lr...).. -- .. . %:.....N I/i :.„, , BOT BOTTOM OF POND .--I .,? 271 42 TC/TP • . .. \ I/ .- . ,..- -, 271.3± / ,, • 3.6% 1.0.-41 .' .:.!-P• I .1 ,L . , gkr,I I';').), 1 ,1 r 1 i 1=01 EG EXISTING GRADE 2/L : 1:1: t'f11- 4: ' '' N FFE FINISHED FLOOR MATCH EX . - -- ' 41110 271.30 TC/TP' ":iili-Yli, -.. FL FLOW UNE in-- .......,........... .., ' -'-•::!=..!ror 271.36 . f,'I ,.: ... ; - •e' Ifi, 1 .1 1' / , 1 i 271.85 271.50 • , I A ....A:, r \ '11.3 '. / ;11 f•1 'Ili\ * • '• 1 / RIM LOW POINT RIM OF STRUCTURE v+mmil 7 ' • ._ :- e. i.. \ 81•f kin=ii,\ '-' . li d 'i :.i i.,1. .... 1.2% 1 i ..?..:::: ,r FL! ,... F--: ,-'i-''''L'S\" X-.'''\\\•\\\-\\\`'..\\\\ • //I 7 ." ' A I TG TOP OF GROUND •sh= ..,,, 270.76 TC id, / i\ I 111..:Y-c„. L_-,:•-,i••'t.i „....,__. : . co .. / F . -,`7)I al r •s<:• 7 i 7 . 1 i I i i „ TP TOP OF PAVEMENT ..ir ./' 1 `'-‘,. \ .. .,., ,1 / / 1 1/1'• 1. I5 ."4. I '' 0 0 U) I .. 1 EXISTING GRADE i I 1 i •.:k 1 ' -26684 TP i / - , ,,,:- ../.. 266.23 TC/IP•I r ) 1, .., 1 1 266.18 TC/TP 1 . 1 .. -.•'''. N ..-, N, /• ./ , / 471)' \ / I / ,. ,,. ,,I 7' /i / ' 1 - / ..,,,.. /-(XXX.X±) (MATCH WHERE APPUCABLE) 0 ..- • >4 /268.23 íA,67.00 I i I , / ..,,--• ''''' --,<,. 267 ........,,, ..... ...- i kt.,14. f •!,:o '' , .., ii fo i / .40, fi./ iiii , r 1 , / i r / i ../ ,/ r I ./ I " i 1 / I / -C 0 - ,..-,- ZO% I ,., ' l' cr --7 --/ , :o fr,,Iii? i I I i . ., NI" // f ,7 f•• 1400 / ',„ • ' ', / 4 0: / / / ./ / / I ti 1. s/ CO 0 4 1 1 41 0 cf, 1 ,,,,.• 15.-A ,,,,-- 266.25 266.00./- i giv. ,,. , 2r: "1 ' 4!. i / , .... \ ..0, , . ......- 266.70- 265.77 i 264 - • / ' ii, / ; c / I = F.1,1 r „ /... 11 (-: \ I-267.67-.".4.77 265.53 4- ,........... I\,f•, it a 1 ,...,•,-.Ry.NCR TF.BUILDING i , • r „ .. lig ...,- // • s. Nv1.,. , , , ..._,.._ ' 1-- -----265.49 ' ?. „ / / / , EI SHEET LEGEND .•-• rt . ' CD ) j 1k / •!i' 7-1 HE , 4 ,I 4C r 0 //i',../ I DRAINAGE FLOW DIRECTION -El / 1 11 i %,,,, / ' 51 rE3 E -_,=. cy, / ..• 1 • 1 Ir''' 266.79 17,:al 0-•` 1-,,,..„ _ 266.22 265.98 • \ - 266.34 I , ) ,t,.../ , 265.45 TC/TP \ . /1 i fur' \ Y i --, .!: I) , 1 1 f If GRADE BREAK \eii. / CD CZS i- 266.94 TC 1 • /265.76 265.53 TC/TP,, ,/ •1 I /l < c ' „..,i I - ' \'• . •• 266.4,3 TC/TP ---- ..... -, ,'. \ 264.75 - , „ , : f \ / 1 i / / ,i 64. , •49• EX. CONTOUR MINOR ..... ... . "•.44,•fr.' I ' .z." ' I i k \ \ .e ' •D9/ ' ` . ' 7 / „I / c ti 1 LLJ C13 u) - ...,.N.,. ,4,,,..„ • „ , . /, ----50--- EX. CONTOUR MAJOR CD 265.71 TC/TP ir \ . 265.30 --' \c' \ ./ 285.78 d1.71, - \\ \\ : / / .7, „ / ,..4 / 1 C = 15 4: CONTOUR MINOR (FG) c=) r•-•••• 0 1- 4::31 ' ••• ' 266.90 TC:--4!, ', V .. , , \ \ ,- r - _ \' An .- , ..; ,o, \ . ,:... FUTURE WORK SHOWN FOR \ \,--\s \ ,• . rI REFERENCE, NOT IN CONTRACT / --. ci...i „, 1 lf , I IQ 11 V\ Li A i . 1\ ' - i Wi • \ #404) 1 c ir.D . ::::. 1\ LI 1 1 .`i '-4/ / I , 50 CONTOUR MAJOR (FG) -CD c/3 '4. '41- ( 288.32 TC/TP ,o, rt . --'• 7 • ....," 264.92 TC/TP DOOR 0 i .,1!, \( 7 / , 1 , jiii ,.., , i1 / , , •:- v266.23 TP • • _ „ r I •,,,,. I CATCH UNE 265.18 ! ', 265.38 "L•-•: ...- • - ,,....,v., FFE=266.00' ,::. //:/7"'",•.' /. // / ..., , \ ..„..., / 265.59 TC TP -- / „,•`.." ''' V 7/i s'. ' .-a- 7"7 7-----, - ;i•it .. ....-„,,„....- ! El ...". •••••....., 411, ...., .---•.,7i..,i ....... I y / I/ CZ em, I . i . , es 26611W .....i 255; TC/TP . 0 ...---' •,,,,, .-- ,- •- .c.„,1..\\ k<ii , 02 \ , , • r / coE cr) c., • . -,./-1 , co -- CO In LO / .-.- 1 ........ . • . ..„,..., ,.--. j IT:.....ii>2c;., , it •• 265.7/ 1- _••••- ___.. 1 \ \ • , - / / ! ' , „ ' / / • 0# ., 1 2.0x ir, ," ' ) e • 1 FFE=266.00' 1 .9 - •• - I. ;, _-,_ /.., .,,, -,,,, ,--. i ...--".! \ \ \ ' , 441 ''i i '' •N\ .'•-• I . .,_ • . - , ../ . ,, /..„i i -,-„-..„ \ 1 % 1 / i / ' ,,,,,•:: ./.' , ... . r .,\., 41 - , - •-,:..., „ •••10'.-1 I lq:Iffi • N\ I • 1 , ..., •-.„ , . .. / •••,•! 4 !!••••!-. •1 ',: . 1 1 Fr , , -- ....,"....,..-- ,-- .,,, , ": :,tr: "%r \ ___ - -.......,, 1 1 / . L; / / / '''=:., ,,. 1 1 // 7 / / , , 4 . i / / / 1 " 7 ''''l i / I ...--. ,...., F FE=266.00',. 'F..'-'' L ''::-/":".'"-- ' "/E4J.-.' .-: '-'7" -41''''@ i4-11r1 ) . .. )1,. ''''.1•:-,./ , / i / ./. / 265.00\,- 265.12 / ... ,, Err -.„. ......._ , ,,,.. ., ; , . ..., .., ,. , ..... , .._.... : ., , . . , ./ 111 SW Fdth Ave.,Suite 2500 • 4161- + , ...' / ,.--- mi • NE:"-" I'virikm.., mom onim lts, jr,.....• ,air li . si ;moo rif 4 - MIMI IN MIMI g , PoOrt:15450113d,,2021;.97204 'MS ,. ' .,-, ' ,-'-' MATCHLINE SEE SHEET C3.2 : P..7\ . -.-./ -....1 ' -., ./ , li . / "t t 7 7 wri -,- -- ' 5 F:503.274,4681 www,lottcom 0 it:inOtitiO © lit.V WV OR b !Flirt 0 2 I ® cv ce) co CIVIL FF ELEV ARCH FF ELEV BLDG AREA k e y plan a. 266.00 O'-00" MAIN ENTRY LEVEL 0 l 26150 -2'-6" LIBRARY & CLASSROOM phaseBID& PERMIT SET (I d 261.25 -4'--9" CLASSROOM LEVEL 0 1 C.) 259.00 -r-o" GYM AND CLASSROOM date February 9, 2018 co revisions CC Z w 2 w _1 url z 0 1- w _J w project# 16054 1- r-. CV GRADING PLAN ms <c- cicic) .i.,., ,,..., SCALE C3 • 1 co, 1 INCH -20 FED' 15Z CNICLI - - 20 0 20 40 LT_ SHEET NOTES i 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. (0000'",,. ---*") 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 1 Willi ..._ 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WTH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES ' ,' 11 `LI . ( 5 lVIA7CHLINE SEE SHEET C3.� -� 7.11;4"7-6"11"-L16"'‘'.1./1--.11/ r 3 I (ADAAG). ?B� - ! r'f ,. r /. " / ` �/ /` r '}" 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME ` . „....ii ,-. I FRAMES AND AREAS OF WORK. L : i - - : .,,"- ,. ,� FFE=263.50 i IILN248.42 r. € ► ,• / i - ,'' 264 ! 1 FIELD PAD CORNR r -� y ,-� - ,� / ,y,,4 �' ' - ' ; a KEY NOTES 264.50 ' ° -- TEMPLETON ELEMENTARY SCHOOL �, i �` , I f f ! ! I 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM ISMIIIMMIIMMINI FFE=266.00' .-t' �' '` - ! ` / / ` / / / / ! °! ! BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND i I -/----'`,::: -.--1,..-T ... ..,..- - ..�°, .7". �,, if _ :- ,G.,...�.f � ,/ _r ' I it I BUILDING. r r F F E=2 b 6.00 r F ''` t "` �, i -- ' `. �. I 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS h� .�' F I ! I I NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE / I B I 265.35 ,,� FFE=2b3.50 r1 265.12 / ' ,'' - j / 1 STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND 264.68 ` ' ✓ i. e / ! I PAVEMENTS. �s5 265.25 `� ' f' • j I f, 7 ,s - r'` $'{ f•,. / %` !, i ' '258 .-! 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED O 265.21 -- ,• r 2 1 GRADING IN LANDSCAPE & PLAZA AREAS. Dull Olson Weekes-IB! Group "" ArchitectInc. I 1 ✓ r ;' ; /r i "'✓ / 2, 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. r' , ' • / w• /" `' IIIIE I / 1 1i ?51 • J Ix 5 PROVIDE 8-INCH LAYER OF COMPACTED BUILDING SUBFLDOR ia' !Lit 907 SW Stark Street Portland OR 97205 USA D•9� �- ,1 �' FFE=263 50 „--W -''£ !r 1 ¢J MATERIAL UNDER BUILDING FLOOR SLABS IN COORDINATION ii‘ I tel 503 226 6950 fax 503 273 9192 / 41 rr �. . _ / FFE m WITH RADON MITIGATION SYSTEM. -2b .25 . / �• 1 _....�, .._..._' ..4 en Jw www.dowa-ibi rau com www.ibi rou com 2fi4.55 f ,o /.- ,. '• __,..,•-------.1..„.„,--/- ` ;', �yf • "' I q 1. 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT / / / f. f ~� X ,.f �/ // I `vc. is 4:1 MAX SLOPES TO ACCOMMODATE PHASING. SEE • /Ill, ..- ' r � f 1 '' f` 1� / J ARCHITECTURAL DRAWINGS FOR ALL PHASING TIMES FRAMES ``r w"` I j AND AREAS OF WORK. i l 264.23 i • ,,''' /'f ,.'/ - 262 j tp: / ' /1 ry I I V. �g ', .. ,� '''{` / '� r ' FFE=261 .25' 1 \ ! .0..,3 PROPes J263� ' 111,7 I ' ' // 2 E t • `/ JI f I ��`�4,_G o ff eFp gi, Ir- ._.,i 3j t/. 5 i. I 1 f 261 <i '! :�Ez P. I�x P ,.. a 'a fa C. : N I • :091 707 PE.. , • .., ,..... ,,77.1 / / _12 Fa li / ;/ - a ' \ \ :52 261.66 !, / ! ' 1 r O �nIA . ro kv°� O �/ ,/ Iii f '` 5 N ! U�MA RK OE�� / z6,-�� 9/ L . / \ v. 1/ --.�:... ; ( - � _.::.�_- 1 N ;/4I i GRADING LABEL LEGEND 1 RafO�DATE 12/31/90111 I co 1 ,260.18 4 /W - ;; ` t �� .1\ r FFE=259.00' ! '� Nv. - / _ 'tl t !� f IBX! CALLOUT pESCRIP11pN FFE=259.00 / ,, a i •;e t ! -: (NI� 950 ,./i' s `x x: : :,x - i ' },.._ J I NV- M DIRECTION' I GRADING SLOPE AND (DOWNHILL) r ( L/_ r ut zea N t _ ! .W N 260.0o a } / I SPOT ELEVATION 5 258.50! FFEE-259 00' _ / • ' If: r1D -i _ 1 - . • r' - •�_____ r' r QE5CRIPTION LISTED BELOW. 5°t: 258.98 ``:• ,. 14 _, ! �. 1 v1 .y . e / / - ! f t`u NO DESCRIP110N MEANS TP OR TG �' 0 g t' 9 ; 1 O J Ln - - - 1144.re, 1 !` ",� €. i' I �247.26 ! 1L) XX.XX XX I 257.10 >f /F. / , i :: "' if i l ! f04 ti 1 j ; s Q _ a __ BOT BOTTOM OF POND t� tr ! BW BACK OF WALK v, / ! 247.00�`; \ `� ' O ` 6 -` ! FIELD PAD CORNER F- EG EXISTING GRADE ,` ` _ _ a 1 / / / t ; ,r t \--- �.M.,... -- - - ` '`� FE FINISHED FLOOR _t al ,' 257.00 / / • / r1 `-- 1 -GR E. '• I FL FLOW LINE AO \� a 257.34 J f I / / HP HIGH POINT ‘:,,,A r` f t ` /N.f 2�,1 I j f ! � j/ \ `` RIM RIM OF STRUCTURE �+ �` � ! :�" � 256.00 �\' � ` / v1 ,` v ! � ' r r` 254.34 LP LOW POINT r ♦ fir`. tip.' ' 6' i / / / I O \ a TC TOP OF CURB • • U " ` 1 257.00 / 254.86 1P �., TG TOP OF GROUND -L .-•• 0 E 6 It..., e e e AI 3 t TP TOP OF PAVEMENT . \ , \ t�...r / «� r ! t'-� 256,00 Q CD ° f ; ;�t ♦, �` �' ! 1 €' ' I`� ._ _ __ ! ¢ 1 w • �,. 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SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. • • • 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% ' r"'—'-' IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES WI 1M (ADAAG _.... ........................ t _ _ — — — �.. — — -- -- -- — -- — — — — -- FRAMES), s -" �'+ 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME . . _ i _, _256_____rr...---7-7i fi ( -. """ ... J.y FRAMES AND AREAS OF WORK. ,L ; 257 254„ 253 / I� , . - , ,i{N .-./An--- - ,,, O KEY NOTES 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM f� ‘',„s1.6.17',, \\11 -1,./.' ^., „ BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND BUILDING. I• ` ✓� 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS I 8.4;1 i I i! ` y 249.50 TOP OF BERM i NEEDED TO ACHIEVE SUBGRADE ELEVATION, PROVIDE STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND CV . I I / PAVEMENTS. 1---......J 6-248.• 00 ' �` ' /' /' 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED ' ull Olson Weekes-IBI Group /-'"; I • `�• ' GRADING IN LANDSCAPE Sc& PLAZA AREAS. i Nlit ', ' Architects Inc. Q� Z. �v •��• !' BERM �; 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. gii9� ISN. NN ,,..° { f:f ;r,`• 5 PROVIDE 8-INCH LAYER OF COMPACTED BUILDING SUBFLOOR / f r' �� `� MATERIAL UNDER BUILDING FLOOR SLABS IN COORDINATION 907 SW Starts Street Portland OR 97205 USA ' I , \ — — _,_.. .... — MTh RADON MITIGATION SYSTEM, • tel 503 226 6950 fax 503 273 9192 252.00 — www,daw6 ibigroup.cam www.ibigroup com l • / ' �� 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT f 1 4:1 MAX SLOPES TO ACCOMMODATE PHASING. 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J Icy �_ n -F'J f ] ~ titi r i' 242.50 -~ I / / J{ ; FIELD PAD CORNER . ! . - / r l I 1 111 SW Fifth Ave.,Suite 2500 ME III„,/ ii — mon — — mm — i __ — -f — L .i • mi inin mi — + s— — I. i — Portend,OR 97204 / J / ` ti I I MATCHLFINE SEE SHEET C3.4 O:503.227.3251 F:503.274.4681 www.ko f.cnrn 0 0 1-2- O CY7 ci '- key plan 0J 0_ phase I BID& PERMIT SET U J O O date l February 9, 2018 x U revisions Ce z w I Ili w I 0 Lu 0. w project# 16054 r- CO GRADING PLAN mcs Loin- criQ C3 • 3 co-:- SCALE 1 INCH-20 FEET C:" inellOrMniMilMiniiil NLij CD 20 0 20 40 MT_ • SHEET NOTES • 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. ( ''''''") 1 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACIUTIES s I` MATCHLINE SEE SHEET C3.3 _ (ADAAG). _ . i __ i ., — - 4. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME I / I FRAMES AND AREAS OF WORK. 1 Li , DRIER J -242.01 \ i / F �y `..\\yr 'ff { I \ : i.%" 0 KEY NOTES " 'P .... 1 GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM r \ 1 r ,f}' ♦,�♦\ BUILDING. SEE LANDSCAPE DRAWINGS FOR GRADING AROUND \'I i; \ . . f ; f` \i BUILDING. • �\ E' \ ' ''ri' if r r/ 2 STRIP TOPSOIL AND PROVIDE EXCAVATION OR FILL AS li . t 1 \ �\ . ` NEEDED TO ACHIEVE SUBGRADE ELEVATION. PROVIDE B 1 \ • !P/.7 STRUCTURAL FILL AS SPECIFIED UNDER BUILDING AND tsi • >i''('"'"'" yl ' PAVEMENTS. t 1 :.�� - // ! ';\,`\\-•~ 3 SEE LANDSCAPE DRAWINGS FOR ADDITIONAL DETAILED o 242.0 CI ,r j \ \\ GRADING IN LANDSCAPE & PLAZA AREAS. Dull Olson Weekes-IBI Group FIELD PAD CORNER ' / \\\♦ \ , 4 PROVIDE SMOOTH TRANSITION TO EXISTING SURFACES. Architects, Inc. ' i 1 .. 5 PROVIDE 8-INCH LAYER OF COMPACTED BUILDING SUBFLOOR 2,g,� , � / MATERIAL UNDER BUILDING FLOOR SLABS IN COORDINATION S sw Stam street Portland ()R 97205 USA } \ \ WITH RADON MITIGATION SYSTEM. tet 5 d wa-bgro226 6950 fax 503 273 9192 I / www.dowa-ibigroup.cam www-ibigmup cam • / 6 FINAL GRADING SHOWN. TRANSITION TO EXISTING GRADES AT / 4:1 MAX SLOPES TO ACCOMMODATE PHASING. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIMES FRAMES / AND AREAS OF WORK. 1. • • • �� } ! •\C51/4 PROP # i cam`' oI�E f�ti t I _ --- _ .... _ _ mac,,, 4a F� yl f :>; f l 797171 PE ! ! 1 '- 1 OREGON Iv 0 j f t I ` �� MARK � *.i GRADING LABEL LEGEND �R, a DAM: ►tea I1 i ;;,:\ r I / ' t \ CALLOUT DESCRIPTION • N • • . I V . _ .,..0,V: :.. \ X•X% GRADING SLOPE AND DIRECTION (DOWNHILL) ;; "46' I SPOT ELEVATION •• I DESCRIPTION LISTED BELOW. w • } NO DESCRIPTION MEANS TP OR TG w rrr�"I �' (1., V--- XX J. 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'-,,, i / •/'.,'". \ w^' T r! i• .,;..�"?�','�,s W ', s�, ! lj '}I "p f r:.�`yf. �r"'r 11 / , ! f / �/ / !`',I " \.,�. • f } t t,:ry--- �,rr� \ /' �� _ i" .' ,;r: , . _ j 1 //' r r 7), f i" r I t 1 y,/ / f _ - `� - ~ ... ! ! ,/ Ki- / ' r d `f{ I, 7! 1t r 3 r yf' !i f fj } �/ + .. .•/ / f ,\\\\P'e> 3= >{ ,aft/ f .a, fyd ! 1^' 1 f/ '/ / j/` "` I a✓I` r ^'''"£ r 1 ,,-,ry- 1 l �% /1f i ! i., �i Er I Iii 1""; J r f: +r .f' t.TTT ! r F fir II - 1 tr / } _}i t t'' 1 r j MOM {f MAIM r" "' mcg a Taxa Asn an nim eam caaa a aaae 0, ,, f axaaaaaa i 'mamas NNW .tlAYIR AININIk rwrl , ,.VAVIir ..Ep 01000$ *OM, mirllr a 7 �wef I�IIIIEIr �MMIM� wry inelafex. a nom a` N tl, Ira/ l s�w� _ ; I ` r� ----,..1-....„-- ..-- _' — - ?r �^,rr .♦ �' r i ; 1....- -'k' i f f F ` �/ �t f j t� ,% I I / i .i \ -: f,>`4-i.< >-s- �._ =- ._ .. ...._ ,.. ., .„ , ,, / ----..,... ..---.. w .1 .„.., ,,..„, , -,t'E ` SHEET NOTES w , '„ \ SD MH-5 - 60 DIAMETER 4\f RIM=262.55 / '`: \ • • • • Y,,. '`,. ` '''S '-'::;-::',/,e 4` SIE 8" OUT=260.55 (S) \ RIM=259.46 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND "`' / _.._. � l .. ,. � � - - �r m r� \ /'' • 'z \ ` E 15" IN=252.30 (W} 3 fir, ~�. x k� ,,:�" INFORMATION • • f ; „.1.0. ._ y r ': Y 7•r•�`r ,..-r :,- :a. ..,,., rte',,... +,,, � `' \ \ IE 8" IN-255.54 {SE) �*' ., r'' F.Vt-3'' v -•• .,,;" t [••,:�, '.v - :, ,d_ ...,,•.Y2c ,. ,...,...,..�.....:........... _ w a,§'* r ~ .. 13# t m 5D STUB-1 , , �. \�',.: r �t •'_". - - - S , - _ DITIONAL CONSTRUCTION NOTES. , sem_ �_ _. .-- - , ;..: -..,;:z: ;,,-.1,-;;."---,..4.4':--r-•-•••r : ,..•A , ,'. SD MH 4 � _ _ .-•:may 12 IN 253 31 (SW} 2 SEE SHEET 001 FOR AD •-- d..,• .' 4.. .L' _.., - ---- IE 15 OUT-268.22 S ._...... "..�.,. ,.t .•::°" ' , . ..... n,.�<,a - NOT IN CONTRACT _ ( }. - ___ ..,� .. _ _.. IE 10 IN-255.Oa SW $'18 31%8 D ..H,, N ,. :.. ,.,.�.. ,i...... h!„ -:,.,... RIM 265.29 -. l . ( }_ _t .._ - t `/ .- ----- �-c _ 1s, . � , 3. AL DRAYVfNGS FOR ALL PHASING TIME FRAMES AND �� r : ..' ,. _ ° . ` , i 14 LF - 8 SD --_.. IE 15' OUT=252.00 SE ...._,_....._ i i 1 ., .x ' SD CB-27, IE 15 IN=254.56 u1� -.... _ _ " (W}m a As ` 6:fix................ _ .._�; - ': '> '' 335 s t - n s � r `� . ,�..y RIM=266.08 3. 15 OUT=254.36 ` - - M, - - - - •M iiismai - ' S-1x0% �� ................y. -- . -. w.._.. - -• - - - - --= S 1 1B LF - 10"SD a� ,> ` - r IE 8 OUT-264.08 (N) T 254 36 (E} • [ 4. STRUCTURE AREAS OF LOCATIONS OCATIONS ARE BASED ON CENTER OF STRUCTURE. ' l.. ... . f �� / "SD.M'' 51 LF -15"SD \ ` LF - Sw1.00% I IE i 5. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. 1 (I s6,.:'< I t' 90 LF - 5"SD / ! !.!'!'SCF - 75 LF - 15"50 . r y 54 LF - 15 \ - _ - - ` : _ J : ,a i _ .. .W .� ,ro _ L, I� _ •7 7 �; 1 r , r c i u, / is :ITV= ,n I, - - �S 1.0096 '1- ' 5-1.00% \ S=: CM, �o / O 44•77.1, Cf- / ` d S7 0496' nQ k S=13.58% 5=1.00% �.., ...i ,'`` � �'r�: ;' a. �*[!r s:.. l�,�IR• rr�t+w�f �Ir•I► sir rlwrMr••1t ••t iY�? �v_... : ?se6�_• Sa �iS*� t X „ " �1 pef , i � - ,� .� ' ........ '� .. , * , , .� - •, •s/� Q KEY NOTES RIId=274YG - ' �.'' SSD MH-2 ' �\\�\\\ \\\, �� ` t •'' / r `1 RIMy268.33 • { \ i \ CONTRACTOR TO - 1 - 850 GONNECT TO EX SD LINE, � IE 15" IN=268.00 (N) 1 ' /� - ` " 1E (W) ? ♦ i I ' ,t ` 4 1 15' IN=257.00 '� \ t ? NOTE DESCRIPTION / 5=54.35% t IE { } _ _ _ _ IE 8" INs268.00 �5) fir `!' " : t0,11.1.==25.,,5_.8,61.04.= - _i_,4_________ ;' �: :_- _„_.._.A.,,,---• : \ �z i , FIEiD VERIFY LOCATION ' /I 10" IN=256.06 5 IE 15' OUT 267.75 £ +� 1 LOCATE FOUNDATION DRAIN FOOTING /. i - / .. IE 15' (E) - - ~ `t AND DEPTH i i r .................. , .T :=_ � Wl ., 1 � -- - -r lr _ \ ,,-- i E: • 1�,r PENETRATIONS 18° MIN. AWAY FROM STRUCTURAL /1 - -,�-,,• SD CB-2 # t :4"'"',/i<4./.).' I ��\\\\\\ \ \\\\\ \ \ \ \ \ \,\�� \*\�5 \\\»\\w\\®\\\1\\b,\\\\\�4\\\\fi r /` " SD STUB-3 '� ,`' HOLDOWNS. SEE STRUCTURAL DRAWINGS. 11 / ` i RIM=21 (x1 1' 1 IE 12 IN=253.38 S fr I ( �. 2 CONNECT EXISTING ROOF DRAINS FROM PRE-K/ ]�_„/„4-4-/ '' "` //If 8" OUT=267.01 N f I/1 c ! ! 1F -' CAP FOR FUTURE CONNECTION / `. \� ;' i DISTRICT BUILDING TO NEW STORM SYSTEM. FIELD L(�u f B I j \ E ( }1' {` s ./`� w ! 1 ` . 'r r f� , N'''' 10 LF - 12'80. '�•,� /-",, VERIFY INVERT AT POINT OF CONNECTION. € �i i i € i, / r-----1 1 /r '' � � 5=0.7576 • ' \� l o? / iI t i \ +�' i 11 LF l 8"SD ii _ SD CS-8� % ' --.A.,• o / r •,•,. s.69.01% ! RIM=259.28 Dull Olson Weekes-IBI Group ig jI s // /° i f ! 5=6s.a176 ; ' ' iE 8' ouT=257.2a (NW) ► \1,1 �� 7 / ! \ 1 /" ; ` \ ' O UTILITY KEY NOTES Architects, Inc. /" i i <r f Ff `/ f .. d /.._...i 1 f' � \1 • /t NOTE DESCRIPTION I 3 k. y f` =` �` *< 907 SW Stark Street Portland OR 97205 USA rS I si l� / 11 I 1 ,i16` 1 ''>'4%. �. CONNECT TO FOUNDATION DRAIN. COORDINATE \ st 1 i ,° t ' [. `. t `, 5D CB-3 \ . :.y r i tel 503 down-6group.bom www bigrnup.eom c • • i; / / / 1 t y� RIM=266.46 A f a' f www.dowa-ibi FD DEPTH WITH STRUCTURAL SEE STRUCTURAL t % %i IE 8' OUT=264.4$ 1-i r �: FOOTINGS. I I d • � �SD MH-3 I h \y 1 �'// '° CONNECT TO STORM DRAIN/ROOF DRAIN. SEE IV. E ~' / / ri / l n 4 #; ; \ ° n° /f' SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE r,, •:A-:' , ` I : f 1 s , r ti/ RiM=267.28 I 7 ✓ AS NOTED. t / -�'} I `i, �� IE s" N258.25 (W) PRE-K I DISTRICT BUILDING - / =r/ 1„...„...„, w ! I,` 1 ',.::7-....::. .IE 8" IN=259.00 (SE) ,i * ':\ r « '' Q PRO Fes./ ,.� j ` . IE 14' IN=257.86 (5) .`, f iJ// • ��E�E ffSSi i /t' t .', SDmCBi1 n / ti i IE 8" IN=260.00 (Slh) /// 14/1*r \ a /,`` �� e[" F �y • ` f f' RiM=27100 N it ,. - f ? 4 I IE fi' IN=25825 {E) �f / _\ �'f \I �; '9 .-°" / "/-/ t ,IP =/`i /1. 7970i PE p ? 6 f \ I )/ .r ' IE 8' OUT--269.00 {N} - ark IE 10 OUT=257.6 (N} i I/ f �� \ � r ' r %, ��„-. t i' • i S� R r rT,• I ./' • - _ p , f.' / OREGON ,4 x .V 1F �-so 32 -,, �/ ;. '` STORM LEGEND r „5-21• .84% LF 9 - \ !€ ! f Ji♦,' J -11` i /,� ,� : \ , ,, 3 1 'SD STUB-7 i!,5^l %� r /+ ..J`f-s 1 j /`, I h ' f /r A lG!• f0 14®1 f r IE fi' OUT=264.07 (W) " ;f :` y , !> f,' ,f F.; :t. 13 'b Quo [ i arI_. ... a. (; \ r 't ! , y - STORM LINE SIA RK a € ,� :•\ ... . 5D CB-5 _ '1 f t =/` 250 •- 06.1 ! F ,,. �' RIM-267.95 ' ' fi/ 1��` r. r € Ni:V )- i CB-6 I I 1 !' r% / i I U -._.". -::_:� EXPIRATIDN DATE: 72/d"ot! .= IE 8" OUT=265.95 (E) ( I\ I \� i j .;% I �f 1 1 i+ STORM LINE - NOT IN CONTRACT (N.I.C} -: . .:,,.-' SD MH-17- /. SQ'.• € 4 z.. -\ 1 +f -24 LF - 8'SD RIM=256.51 ' < ; '-:::,,,..-:•-•--! I i /� 7F .f. "r l .Yt I ` ,..` - � 0 �'''� i ../ h 1 /.? € ..� FOUNDATION DRAIN ia,., , .`us. . N\\\\\\ * .IE 8 OUT=264.51 NW . v , a•,. [ \ ii 7 I t St31 _ !".' /` RIM=268.37 dr ' i3111a ' 5=23.39' { ) s�_ . ✓' i � t r 11) ` ; IE 8' IN=264.01 (NW) ,././ •••;-.,.... 0.4 .'8 i '�' 1€ , I \ +\ , i€ A : /` /� f 1 Z �i f 2 STORM MANHOLE 01./ # e IE 8' IN=264.46 (S) :• } `/‘ / / /5' ;) ! , • t \\ \ r '�, i>= r.`4r ! \ <" r % ' 1 ! f l f W _ / IE 8" OUT-263.66 (NE)` j j 1� } +�a x`> ••f';` '` # ! ' i ..../ ' i ;"' Ic„ U CATCH BASIN C6.1 / _ % ",:�,�if \K ?h ,,/ +f r.: t -4\."'''''''I' *r ECl < y! - a .rF. ,r d 1` 1 • 1 tF 2 --- ' = Z I■ AREA DRAIN cy' _' I3"5D {/ \•�, ! 1 1. o F4 [i13• . } r,,. :> •.�."�' �c .. ... a` �� f} I t, '{} , r ^a. 06.1 j r/ / _ , t i r'I,.,. t ...8' /i ,.r/% r' I '',. e_ . -f r f! f /r I r, i l • Z / y� 5=5,0596 1 it i /• a: r \ f >/i 5 r. + I. f i # U 11 COTG /4--------7-:•.4-'4Q ....... ,•+ _ -- "':-.(3 -. 7 .: '° - • i ,." t % I r 1 I E �"'-"...`I';..""', it h',' /• ,` �'F i E:f 1 ..,�_ 3 •i Q \r/.. , -• -f i f t ( �!r`` 1 i° f ! F i I I. •M- .; , ,. .7 LF 8"5% �' \ r t 2 ' f n 1 Si.141I4.Y' f'' '�! A +` ''' ..°: I x � i ( ; ! ! / ` I. I VEGETATED STORMWATER FACILITY 4 SD STUB-5 S=5.05% _ `1, e. r ," \ -SD STUB-4 Q ;�•. y `'.;, . . is 0:6.3 I `l / f - • / F,,. 1 \ '4 " i ( `4 f YAjf! ti 'i - `' "'` r '`1 1 c 4. 1_� J IE 8" OUT=268.22 (E) 1 1, . p .a x, ,�pJ /! fl r l r j ` ;` / �ti \ SD STUB-6 IE 6 OUT=264.44 (S) s/{f r I 1 - k r •` : , •i i #s' f FLOW DIRECTION ARROW F 1'F ! 3 ffl^ • j a r rt . 1 /� } /1/ ` I, i IE 6" OUT=264.34 (5) \�\ • ..... f .1 i jib `\ ?': ` / f i r ;l,ii t i4 a >; < f/ 1 i f F !. . s 1 ■ _• ... OUTFALL PROTECTION t6.1 .. Y / y.>,V ..• +J . ►, . �► �+t�nLF 8SD /. / E;f t I , • ' / ' iiF '/t ; f L Jai WI r [WV t 1 t pi....,...._... _ =1 ,.. i• . -Uf/ .}....i; I.. ... �:\e.\\a\\o\\\\\\� 5=3.75% j` `, ;1{ -'.. "E`�., a r r i' r i '� I<• 1 •• \ F • \ / f r/ f',. •r . rp a . . i i 1 s r ® DITCH INLET 06.3 -Lil ✓ • - _.� I / 7 ," j` rf r ':. MANHOLE �` % �m\, g/ e €. tri 1 " '"yl / ff , J � e ! y •l i f i ' 1 Y �,' e� FLOW CONTROL �/�♦ /f } t a 3 I II .. - �I:_ r \ / I! / ( r': 4 , i` y f < �y i V (. e '' L. s /.., . \\ �' - to _14 LF - 8"� , �� / ' ' `"'` ?` ` ' r? ! f�` 9 BAGKWATER VALVE iS-3.75% I € / IP i i �. / F i ..'.`_:- ......... ............... ..----. ' ...'..) d� ar i!/ !x .J '• •j c . 1 ;/i ✓i I/ ,r` i rr 3 - ire :a \, " ;;'� ;} rf , • CUSTOM LANDSCAPE DRAIN, SEE LANDSCAPE PLANS \ , s - - -�• 11 LF - - 5=10.37 " i i; r - } j •/ , 6 SD I co • i ,/ /•• _ L to ; /• .;:,, . §€° !,` '� V s-5.00% 19 LF 8 SO I� LF 8'SD it l , o _ 7596 ' # i f J/ • SD CB-14 / it .`` `�"H-8 C., -^a'3. 5=3.75%-- Crt� ipt-IIP ✓ t t//�fF 4' I j i p: ,.a i i . - rj1 1`/ I 1 !' 1 .ri 1 ' e s RIM 265.56... 3 LF - $'SD _ �\ •\ i j� iii'3 i !G ° ' it '' /' , ' 1 /i' .,r' ----- f IE 8" OUT=263.56 (SE) ,.` s '" RIM 265.96 S=5.00% 12 LF 6"SD �� • v' '. Z'1 !r,+ ! /` /, F; i z I/i. ,, ' �� i / r' IE 8 IN=260.19 {SY1� �, 5=0.48% `Fye, ` t'� ! #' #y "Ir r r { / r # ` r/„f .1 4- E/ ! �;' v ✓ /` , ,` 4 /l ,,.,, IE 8" IN=260.83 {NW) _ - .. t . ... .. 1 r; ixrgRY ttiti7lt 4f / i i V) SD AD-2 ,.q 1 #, r i SD CB-13 --I.--- - �.. .. s ( t i _ Ij i r i. { / I O C•7 \ ,� \ / ;IE 8' IN=264,83 E) i io 8�e .. , RiM263.04 ' 'j /' �� CV RIM=267.30 !' uy k l 1' I r� r I► 1E 10' OUT-259.27 (N) SD Ap 1CO ; ,. " � ? 7 i s' ! l' i I CV » tE fi OUT-262.00 N r ! • IE 8 OUT=265,30 (N) / .. _ 1 �/ [ �ti i, ( )',� fr ' 3 ! > i� / ! �ir' i �` a ti f RIM= / Y r: `< °° •Y / / ! 1 I CU U a' f _ 4. } �a • fp y ,-`fIE fi" OUT=262.00 (N) I} ;ill ' ,ix'i \\ z. '1 � I 1 1 jy' .j'• • pf / A . ° rz 7.� j,. ey0 - IE 8 OUT=26281 (W) et" '1j j \ ▪L y; Rz, %{• i ; f I �+ _ § w. f r' r f fi` r E \ \ \„ ' , • d j f r F 1 1 /~ is f • %r W / � t 4. • I . ' "i I ; :: •Jr], \ •\ \ 'lir • ',�/,� j if ' Ir i.' i /. r 'r I ra %'f .I LO N` i 56 CB-26- ? .... / `�9 __- I \ [ i/ t :;rrr \\ ! .\\ \ ;ijE?� Z° Y`i/ `r If f: fl u' #. al/, J/, E fSDMH-9 I RIM=26522 - 8� _ : r°r \ , FUTURE WRKSHOWN FORrI x �P / I _3 I- SD 13 LF 8SD i ° ( 1 t.OUT=26305 (NE)" 1 / I'�\tr ' l i f -5=35.42% Aro S=14.77% I ` I ;\ =1 iY;! \ REFERENCE, NOT IN CONTRACT #_ 1• / ` �` / W IE B' IN=259,00 (E) .-/- SD BWV-4 S _ ..- '� ,' � Yl', \ !l1 ... - fl o- ! >z I IE 4" IN=260.00 (SE) ;`u t 13 LF - 6"SD J 5D COTG-8 ` }n l' ;11rI `..,./x/ \ ir'i " # '? % % r; '- / Cr) " 3 LF - 4'SD } " ~ 5=5.80% 4" a•i t . s \ %' l;,, . •t •` 44 ' d1 r PLA fir; i 1 I' i 1 0 1.---- IE 10 OUT=258.78 (5) /' ' S=6.50% _ I SD COTG-9 t,. ��. ,E 1` r ?r - \ ;fa • / ! - ARE / ! ! j¢ / Q O "et' 1 • 5=1.50% '/ 5=1.5a%, S=1.50% \\✓.'`� 0 3" 0 3" I ` _ .- ' I ).. ''v'''' -- 1 • ,r.\ 1 �' is n/ ,k ` .' % �/ fl E ' •a /r `*'i 1 C 11 LF - 10'80 _ _ _ _ 17 LF 6"SD ,' `I ' II •' f ~ , 1 l ,r s r ' ' I .G. t� r CCO _ _ 5=1.40% / • 37�LF' 16 LF - 8-S0 __ __-__75 LF - 8-SD -- I 5=5.80% ` ',+; _/sr r-r:;.,,,, F,•:, ; / } E ,, ` , , s�I� I Y . ,� 6t vV /,7 • 77, _......- I 12 LF - CSD ,,, ' -r''`0 - ?1 r \ F I't ,..i 7/ 4* i ,-71 " 15 LF - 4"SD --�S, - } I_ _._ _ _.- 5-5.64% s r' O r 1 1 • `� "w ,`+1 I t 'P s! ,t! 1r f }ir f r ST f f ff ' ✓ f C C r] 'Illi AF ff f �r�� 5=6.50% 8 LF - 6"SD 11 - ., i <. \ w r / O I r#F • :>: S=55.79% �S=1 50% . t „ -,�" , y. '" ,\\a'".< ' ..� 1 1 1,A <4';, J p'F / /- i/ r #:? '. I • 13 Lf - 8'SD I - O 3° .�`37 L_F 6"SD ./ � ` :; / r ,' t`./'• i r £i I- r----ti-l1;11-1 a 4. 0 SD 4" 4 LF 6"'I 1 r S=3.84% .� 1 "\ ate;` t t, t f i j / i • i ( tr, to .� S 34.12% " l 7 ' SD AD-37 IF. I '1,4 . i ; 1 • . i-/` / f-` ;/, ! r 1 1.� 1 /` r I . SD.CBr 18 tt O I 9 LF - 8"SD RIM=265.88 S=$0.69% 1� .-.' ..f''w 11/ FI µ -.•‘1.,•,,,,..... 1•1. i" •4 t /" 1 it c !/ 1 f/, rj 1/ i f J' a I IE 8" OUT=263.$8 (NW) Co €# \� ,...... _,,,a 1,, a �/ ; �, I, t f r1 /� I 1 S=52.71% a a © t r. { /' 7rT3 F.# £ii. i RIM=265.17 + - D` s'---, # . " 1 t /> i s _ 1q3iff IE 8" OUT=263.17 (W) v� '�1 1 SD CB-4 -- 5=3.75% .,,i.±- 1,,,/~ •, ! rf / r I I l F 'L,.,H!:-...„.,.., 1 1.�T ` RIM=266.05 IL - I �' j �. / / � I i # j + L - ; / 1 / 8"� 4�(� o" _` « 1 F• ` of !i` /r I I .li@ - - - � � / F �fd � •"1. - f: ss�, ' 1. /-\ e MATCHLINF SEE SHEET 04.2 f i ....4 7 i ,r i 111 SW Fifth Ave.,Suite 2500 Portland,OR 97204 SD STRUCTURE TABLE SD STRUCTURE TABLE 0:503.227.3251 F:503.274.4661 www.kpff.com STRUCTURE ID NORTHING EASTING RIM ELEVATION INVERT ELEVATIONS STRUCTURE ID NORTHING EASTING RIM ELEVATION INVERT ELEVATIONS 4,. , AD-1 132168.20 321981.59 263.00 IE 6" OUT=262.00 (N) IE 15" IN=268.00 (N) 'l MH-1 132400.72 321768.56 272.82 IE 8" IN=268.00 (S)o " } kik 0 AD-2 132168.14 322013.04 263.00 IE 6" OUT=262.06 (N) IE 15" OUT=267.75 (E) . '. ...... 0 cn AD-3 132095.59 321883.97 255.88 IE 8° OUT=263.88 (NW) IE 15' IN=257.00 (W) riiprr�,��, 1.4. MH-2 132400.08 321891.20 268.33 IE 10" IN=256.06 (S) Z cn CB-1 132299.03 321780.61 271.00 IE 8" OUT=269.00 (N) IE 15" OUT=255.86 (E) � . O CB-2 132389.97 321858.85 269.01 IE 8° OUT=267.01 (N) IE 8" 1N=258.25 (W) k ay plan 0_ CB-3 132337.07 321902.19 266.48 IE 8° OUT-264.48 W IE 8" 1N=259.00 (SE)(S O IE 10" IN=257.86 (S) phase BID& PERMIT SET Ci MH-3 132280.56 321590.66 267.28 " Q CB-4 132098.34 321780.59 266.05 IE 8" OUT=264.23 (N} IE 8 IN=260.flfl (5W} U IE 6" IN=258.25 (E) 0 CB-6 132267.01 321909.93 266.51 IE 8" OUT=264.51 (NW) IE 14" OUT=257.66 (N) IE 15" IN=254.56 (W) date February 9, 2018 CB-7 132419.11 322071.28 262.55 IE 8" OUT=260.55 (5) MH-4 132404.82 322020.46 265.29 IE 15" OUT=254.36 (E) CB-8 132397.35 322233.15 259.28 IE 8" OUT=257.28 (NW) revisions Q IE 15" IN=252.30 (W) I- CB-13 132167.51 321780.03 267.30 IE 8" OUT=265.30 (N) IE 8" IN=255.50 (SE) Z MH-5 - 60" DIAMETER 132404.82 322226.94 259.46 IE 12" IN=253.31 (SW) LU CB-14 132157.46 321854.68 265.56 IE 8" OUT=263.56 (SE) IE 10" IN=255.00 (SW) J IE 15' OUT=252.00 (SE) w CB-15 132140.28 321903.25 264.81 IE 8" OUT=262.81 (W) IE 8" IN=260.19 (SW) I 0 C8-18 132096.42 321756.91 265.17 IE 8" OUT=263.17 (W) MH-8 132139.48 321889.87 265.96 1E 8" IN=260.83 (NW) [ll IE 8" IN=264.83 (E) a CB-26 132115.05 321833.79 265.22 IE 8" OUT=263.05 (NE) IE 10" OUT=259.27 (N) 1 • W CB-27 132394.13 321966.74 266.08 IE 8" OUT=264.08 (N) IE 8" IN=259.00 (E) 17 • MH-9 132107.22 321743.75 265.65 IE 4" IN=260.00 (SE) project# 16054 M IE 10" OUT=258.78 (S) IE 8" IN=264.01 (NW) STORM PLAN MH-17 132227.37 321801.43 268.37 IE 8" 1N-264.06 (S) cocci IE 8" OUT=263.86 (NE) Mr 0 r--- '"FI- 6� lib C4 . 1 �U SCALE Qz SCALE 1 1NCH=20 FEET N� 20 0 20 40 SHEET NOTES 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND 731111111 INFORMATION 2. SEE SHEET Co.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND '4-4 =,imw,004,-, AREAS OF 4 1 7 d r '' E /.' ( WORK. °� � � MATCHLINE 5EE SHEET C4.1 , '�,�. � I , '� rr L _44 �1r, .� �.8"�4TG4�(N,L .= No. - - •��w.. �! if .if ...>f .. s wG. 1 .,-•f �y Z"� / f` J / i �,. i ` -,,. 4. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. ereF _ `� -p• • 0 6» -.- -,••' -•' ,,,--)-1,7 1 r r. -•1•/(--..-/ 1 ,r4 ,.'f f / r I r ,,,,••'/ 7 1r/•_ r°" i' 5. ALJGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. / .,...,,_e :.� r .r f. „s`'` ,!•' :.IR l �` ' !" a ♦ r' t I I� � t f 1 1 I 5-23.15% I 22 LF - B"sD e'''''' ,,,. , r ,p, �.�;. ` , ,,, i , i ; KEY NOTES 5=26.37% f / '^�=- -- �",-J ----i7..7_.:.-___....:.1.:----- f i i i t i i i , !. .iir Ik /,/ /r i r/ L �." TEMPLETON ELEMENTARY SCHOOL ` I ,. { i? {{ r i fNOTE. DESCRIPTION / SD CB-17 I i ' I I '' SD INT-00-1 �. �✓' �/' If ri r f 1 } r F f:--- if! 1 LOCATE FOUNDATION DRAIN FOOTING ! r F ./ i r fI r ., I „ RIM=264.54 r,, ✓ I 1 ' /' ; i 3 i PENETRATIONS 18 MIN. AWAY FROM STRUCTURAL r IE 8" OUT=282.54 (E) a 1 :.., h _- !•. I I I `/� `� i/ V # j I ;i HOEDOWNS SEE STRUCTURAL DRAWINGS. t t rF r` �' I �'� ✓ ,.^ _ .,t.. ..� ' 1I f� I !' • 2 T EXISTING NS FROM PRE -K/ r '' r' O �. /r i , / i j f 1 CONNEC E ROOF DRAT PR -K/ ]_ r I x - "" ;, 1 I , I • - I: I 1 : ' , f DISTRICT BUILDING TO NEW STORM SYSTEM. FIELD OM/ I B I 4,,, ii i . / � .✓' '` -./ r.. _,, _ t "�� _ _ / ., , e . i i 1 '� l f I J ✓1 J 1 VERIFY INVERT AT POINT OF CONNECTION. At, - •''` 'F :rr` ^'� / 1-- .,,.,., ''" :�"'� l'-' raf v I 1( 1 j/ j I �{(' .,,'1`. i __. .1r. '' �,,, rte,•.„✓- .-� �/ " ! -- - ; i r,/ -... ,'f „ I' / r i I /F- f IfilliMilliiiMMIM } / 1M_ `''- / ' •! ..- ,, ! ----� .'' �,. ` 1 i {..� 5 0010 i I f 1,/. -4-1 ' ---://' Dull OlsonWeekes-IBI Group ` - - • -- ''' -A," f ,£ sa INTI-Co3SD CQTG _. .. / / r {'i r 1 At/ I i` 0 UTILITY KEY NOTES r' , Architects, Inc. SD MH-11.!';: . r 4 ,,. /' z' - ,. r l �I� -J '. 4" �� _- '``' ! / y RI MIf-� . . ,- / ; •. / - .C` / ,�"RIM=256.67 ' E / / RIM=264.87 f K T "-? -f"` 1 I ,R 0 �` �' S=2.OiY�i , I IE 6" IN=250.59 (N1N) f'� / f NOTE DESCRIPTION Starkt Portland OR 97205 USA IE 10" IN=257.60 (N) 2 t /• / `` ! �. I 3 I ✓ /° / j' i 1 �,1 / ,r Z L /�IE B' IN=251.00 (NW) = tel 503 226 6950 fax 503 273 9192 IE 10" OUT=257.40 (S) 's r It !: . I `F r,lr' z Y . '" '� •I ,/' -,r'° -•-~ 4r * 1 --- /- 1r"A i .,/ ! ♦ / i C I / r ;' CONNECT TO FOUNDATION DRAIN. COORDINATE www.dawa-ibigroup.com %WAY.ibigroup,corn � { IE 4" IN=251•bD (1� ; ' FD DEPTH WITH STRUCTURAL SEE STRUCTURAL Lo# .. ../ ! / �` ; j.I = I / I / .Alli 1 1 IE 10" OUT=250.39 (S) i I r f FOOTINGS. re) ; : r `�' ®i 4" SD COTG-6 ✓ 1' l / r ! 1 1 1 1 S=2.6776__ 1 % f r / • /• I , / 4i,40 .- -/ / J I / CONNECT TO STORM DRAIN/ROOF DRAIN. SEE I. ' i ..=r - .. I ✓ ,. e r \ I / I I / �` i i ! I " ini tw. / • r' r SD INT-CO-2i a i SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE -32 LF 6 SD I ,. h ' "t f a�S�21 5 _ •]' J. " �,• .' I `�.� ' , (! 3,/ I I _ / I " + it i 1 !t f / / AS NOTED. : � .... ,. I I- r 3 LF 4'SD 13 LF - 4 SD I ; ' i<t ✓ r' "� I / �' (Iv 5=31.48% _ 5=31.4896 ! I I 1 �~' �.. SURFACE STORM ! + air a 3',./ I _ 1 CHANNEL, SEE 0 rf` -,/-1 , € t 1 I t ; / ��r�ED PROFESS 1 ,' tt - ` f I. f LANDSCAPE DRAWINGS d 1 / f I I ) / �;,♦` ��,G i ti FF9��y9 j I " ;+ 1 4 79701PE J i' 1 ,j II 3 -� r -.._.._. - /` 7' 1 r { 1 r i / ( I f I a II 7i(, I :. _:.i S-4.38% • ! f.3_ /..w F,. \ irk_ Jr .. ' 1 fl I+ f ; ` jr STORM LEGEND ,ORECU�, + • r I 1 7 0 f fir _ ' ;� ' I r P , \ I l 1 f 1 f ] I (4-***-',0), ��• tt 1�0 `Q 1 / .- .__ l F I ! I r / / I f 3» I 1 / _ • ! / / j I 1 i } - STORM LINE C63 MARK D D .. „ } 1 I S=6.7774' I ! e w - _ L �- • f 1; s i i ; r ! I 1 lI I U ` -' I # -------' - -� - _ I ._.. .-._.:_ STORM UNE - NOT IN CONTRACT ( .f. I DI1'IRA1Ior DATE: armee 1 r,� /s r 71.1113D. O . I a: SD 1 `t 1 i s� FOUNDATION DRAIN ED 6' , Ii 11 _ 1411610 _1 �3 I w I �`` ` R = 7.60 4' SO ! j' 1 , ; P } \`l { r _ I I " 3 : 1 I 1 IE 8" OUT=256.00 (S1II� _ ,:x i 1 \ j ' 1 5=2.55% >� LF 6 5D ;> . 1 1 f STORM MANHOLE MIR r CUSTOM LANDSCAPE DRAIN t e k I ` rf 'If X laglaill,17 j ww .. - ... " / SEE LANDSCAPE PLANS - j r� f I I r CATCH BASIN 1 LLI ' 1 1 1, - 5'SD • 12 LF - d,SD `".'"""� �° _ i li \ I i I_ i \ / 1 {1 ! rii 0 SD M " i . \.r' _ S=0.00% 5=0.00% 4 FD I �_.. / " �° •' f! ; I, ! 1 tit ti I { f 1 \ _ ■ AREA DRAIN RIM=258.63 1 :� ��- BSD f ,,., r - ! f 11 LF - 1 O..42:i• '1 ; '� r ' \ `/� t' i 5=7.99'% L- --�+ ---- o€ ! f 7 S=7.00% I t \ Lx i 1 ! w IE 10' IN-254.33 (N) t, •s �.. ' w s / _ { �- tom- i! f t / , til COTG ' •r 19 U" - 6"SD -r•r 'S a 1 , MH-1 •l • - IE 6" IN=255.00 (NE)\.•1\ , t= 1 r 5=4,3776 ►� r 1� w• _ _tom --- -- ` " I i S=7.00X '�. I ,,, r� , 5=4.37% ; , RIM=254 63 IE 14' OUT=254.10 SE _!; , • 30 _ eerp r `� ' > .1 4 1 ! 1 1 Z I, I VEGETATED STORMWATER FAOILITY �. 3 U" - 6-SID € I..-- rn_ !E 10" IN=248.72 (N) ,, 7 I_ Li �! �� •�.. I. ! � 4` `t V�Sttt 4w5 8" t - 5=0.0096 :, / L >: _ p w w !EIN=249.22 \ it FLOW DIRECTION ARROW ,�\ 1 , . • 4 LF - 6'SD \.- . _ `IE 4" IN=252.1D {NW} \ F =s.�:i I j l I ' , / i`! 5=4.37% f a } �,.' r / - AI9 LF - e SD .245 " ‘2..._„:1\..\._._,;,.)„.'./....,--:,-1--.._„1 11 1 ■ :i:i:� OUTFALL PROTECTION --- -,„,:i-�;:'r�, _ . 5=8A8X �:r t OX ri !E 10 OUT=248.52 (S} \ r -7r---f, '.'__ ._ ._..t .SD BWV-3 f NF1 f � � , ;r �� ;\`' 11,<,,,, RIM=258.76 �'t �a:�_ F / -N \ )t \ / ® DITCH INLE411) 0 T `/tta\,..`„ '7r `�� \ 8�� w ! f !E 6" 1N=251.40 (N) f :::: _._.. f r/ ! \ ,'-\ �� s"` ,\ ` \, i 5-437% 4 / ( ) ''rf l .>: \ • ♦ ie) FLOW CONTROL MANHOLE [�" " -4-+ / op l i IE 8 IN=251.40 NE 1 f r , �\ t _ r 6.� &` \i i 1t \ d 1 a` 12'' \ I' �r t IE 8' OUT=251.20 (E) I .-'r SD COTG-2 , ( 1 1 1 `ti \ ( \ • 5 j-...,,.\�' \. I s a o e o eF i �, RIM=256.86 ' i ' # ` �, ` 1 1 1 �' Lb..1 • "1 Imo" , °1° , ."' : I 9 BACKWATER VALVE - � ., `L`� -254. 3 ' ,i.••••---;:::;7 ,,'-•. ,y �cp _..._... , -....._....._....._..__ -_ �/ ; 17�f 1 \ `- � •• CUSTOM LANDSCAPE DRAIN. SEE LANDSCAPE PLANS ,./1/ii i\ � k ``'• S� i f SO COTG-1 �� i r s j f +ri R \\ \' \ \ .. ; RIM 257.71 / 1 � 't.. ..........._.....� o o '4'� �_ rr , f :,f `� a' IE 4 OUT=255.51 (5E} SD MH-13 ��. N'IsI `f 1 rt \,i I .- - - -.. ......_...._ -..... RIM=261.11 - J . )...._ .. _ � ff�I i, fry M ; \ . '" ?s _ " IE 10" IN=250.21 (MV).' ,' 'r 4114/fi � - 1 1 I # - - -7 - r.. _ _f , ..,sof-1 J ` �`� :: \♦♦� I - IE 8" IN=250.90 S fr -P ,,•:::: �7/ I 12 // f 1 ! ! f j I f J COvO 0 �t ,r a� \ Saov` r € ''"' IE 12' OUT=250.01 (E} ` ,' A 9,J ! I 1 r ! ' 1 .° t } 'Y�� qj$�Oa a��\V € i ., - f �� f J - t` .M y I /. 1 % `� 47 LF - 4'SD t L s'' `` _f \, ` ;a te -.. II•\ I ._ . _ _. r % , , ' ' �t ' �:: ..: :: 1-)_ ..._. .. , 5=O.00�i:s: ..:sa .»r. I.. � " -�- 9 ,� 7�f.,r %` gyp' 3 � _ rU^ O r w ,, # / - I I S•4. 2%__ f /RIM=251.70 ,� .�� -.;................ �.', J } } S=11.29%8"50 \` +►� �P - ; i _ , 38 LF _ r % IE 8' OUT=249.7D {M� �� -_--,.�'":_.� ..�.-...�. Cal 1 t4iii::::: SDCB-25M `�' \ :: , •• � I � t 1 10'SD D ; 1 / yi _ �'�� + vrn i r S=1.0096 / / ' Y.:-----•..A r �•` RIM=256.53 gyp; /`� .� �✓! : F } I %1" / / 1/47X"<..A CD ~ IE 8" OUT-254.53 (NE) Tot‘ c. 04 `'" _ #!rte - IWfD Mir - _1 MD - 28 OF 12"SD I NSF _ _r` I I. o . - - W U) f17� 32 LF - 10'54 34 LFi CO i,\ \+ f .` - ,tox 5=1.50'/. 5=1.50% .I - ::::11::1_-1.7.rlale:osr): % .e r ur . S1.50% '/' S-692%/ � r' . .1 I D �- 4 ,w ' '="' ' • PON B 0 N- \ \; :r i 2 8 SDMH-1 SD / fS=1.`0X,........" 'i It Ilti ' ,� � � SD OF 2 ?� � - I � a � �.'•' RIM=256.78 [ S=10.31% I f ` `IE 12" IN242.00 (W) �+'� y �5D .• yr r 1.,.�\." IE 10' IN=252.8$ (NW) ;r t i f 5 38X r j�r in / ,r/ , • '.." "" 1,:.•<- .. i i', \ IE 10" OUT=252.69 (E) t `� i \ `J ,..-••• 1 i // ' SD MH-1 i • `" ! -1... ._ t� �'{� \ \ If/:./\ + N `• ."..•"'L..r•" - ..c J , f/. n,,,w T 4 // I _ .'•".f._,......=�,�--�.•..' -V ( .� �� \�.. :1,_ _.... Lrrr. c. -" ., RIM=253.41 J \- -....._--' -. '! rr IE 12' IN=247.70 (W) C+] c�7 fO C? .`i :� i ~� 4\.i. : ...._------ --7-77- _- .. - � _ SD CB- _. �...r.__.� SD - �•• - IE 10' IN=247.70 (N) EXTENDED DRY r` �f Q� tom ? -- cs 21 cs' if/ \ \\ • i ! , } i \ \ r\ : ..-.1/4.\\ ; i SD CB 9 ..:�..'�;-•!. 20 t\"'- r _......._.--- =254.84 �r---i' RIM=253.63 -- CSD - CB-2 \ \. f T / , ,.," \'. \ . RW=255.39 \ * , `cam RIM -!t: . m RIM 253 63 IE 12" OUT=247.49 (E) BASIN \ • \`\_,- '\\'' / 7,„ .\. ' // ,.`\ �`` 'O s, f' ` , ..:. \ ? i RIM=255.95 \ ;'�`'' �y�I %r-� _.,... \.�.ae', 'f IE $" OUT=252.84 N : `.�"- IE 8" OUT=251.83 N R ,' r < \\ .- \. r .\:.14.e.:/„.„.,',„:4,/...2......,A \ _ IE $" OUT 253 39 (N): ,\\.I+/ O O \' . • \ IE $" OUT-253.95 N) - ,: :;i , err \ "` .,,, _ ;; \ f :.'>\', r \: '/.. \ C-. .. r • t\ ,\ \ .r ♦ ',\• ::\ _ "r te _ '+• :.\ '; `••. ,\: -.\t 4 es: \• :/ '-r.. `' ,./ � \'- .:;.,,\ ,_ .,...•^ /.r \"'• '.,-.7./ !\ \ •,,,,,,,,,T,..\\.,,--..„-;://1 , ""� \'• •. "f',.:L " mfr •/ v,-,..' '�r ,\ \ �` \\'.., \ J j"a\\ y-'��r', . \.,: \\,\,".-- \ '•'••,.. \ '• -- .✓. „ ✓�` „ ... .. A.-?,4:...: i;/,it\ - : .•� • "' 4. t \\ •-.1,,,-\;‘, ..././/".., ♦ y ,. `.•\\\ - / J [ _:\ 1:1\:,.:;‘,‘ \\\, r \.. ..'/ 1l\J• am" 1r:. ,;- •�-i: \ Y .: f_._ _ '- ,' f 3 f \ .\ i \ .• 1 ,` .i , \ 3 \ '' f r \• '` .r` � ! 'r jf \ \\ / :\ j1. /i \ \, f .. \ \ , " .2..,:,•,,,4..,/i.,\ •.. �.. :\ rJ •i I \• \ 1 1 / I '1 I I ..a'' . r - 1 +1'; '"!r r r i i I ',//1 )." E- �� 1. ` �' ` ;• ,-tom I N I 111 SW Ftfth Ave.,Sulu 2500 I ` Portland,OR 97204 0:503.227.3251 \ I F:503.274.4681 www.kplf`.rom o SD STRUCTURE TABLE SD STRUCTURE TABLE T © C •••,..!! ...4.m.:47, STRUCTURE ID NORTHING EASING RIM ELEVATION INVERT ELEVATIONS STRUCTURE ID NORTHING EASTING RIM ELEVATION INVERT ELEVATIONS 1.•• Or*. g 0 M CB-17 132039.45 321724.22 264.54 IE 8" OUT=262.54 (E) IE 10" IN=250.21 (W) N to MH-13 131776.58 321976.77 261.11 IE 5" IN=250.90 (5) O CB-19 131751.88 321904.95 255.95 IE 8" QUT=253.95 (N) IE 12" OUT=250.01 (E) key plan 0_ CB-20 13175241 321976.95 255.39 IE 8" OUT 253.39 (N) IE 12" IN=247.70 (W) c1 MH-14 131777.72 322131.00 253.41 IE 10" IN=247.70 (N) phase I BID& PERMIT SET U CB-21 131752.95 322048.95 254.84 IE 8" OUT=252.84 (N) IE 12" OUT=247.49 (E) O CB-22 131753.35 322102.95 253.63 IE 8" OUT-251.63 (N) IE 10' )N=248.72 (N) 0 IE 8" 1N=249.22 (W) date I February 9, 2018 U C8-23 131796.26 322169.39 251.70 IE 8" OUT=249.70 (W)W) MH-15 131859.59 322131.00 254.63 IE 4" IN-252.10 (NW) >1- CB-25 131791.59 321786.06 256.53 IE r OUT-254.53 (NE) IE 10" OUT=248.52 (S) revisions CC Q IE 10" IN-257.60 (N) IE 6" IN=250.59 (NW) MH-1O 131997.13 321743.73 264.87 r IE 8" IN=251.00 (NW) OUT=257.40 (S) MH-16 131974.48 322131.00 256.67 Lu IE e IN=251.00 (W) w IE 10" IN-254.33 (N) IE 10" OUT=250.39 (5) 1-171 MH-11 131876.71 321743.73 258.63 IE 6" 11414-255.00 (NE) IE 6" IN=251.40 (N) Z IE 10 OUT-254.10 (SE) MH-18 131868.70 321932.84 258.76 IE 8" IN=251.40 (NE) O w IE 8" OUT-251.20 (E) Lu MH-12 131775.36 321811.52 256.78 IE 10 IN=252 88 (NYII _1 IE 10" OUT=252.69 (E) OF-2 131776.21 322210.29 243.11 IE 12" IN=242.00 (W) 1 • Lu project# 16054 N STORM PLAN ¢- t~6 �r O �U C4. .12 GOA SCALE 1 INCH=20 FEET 2 N Lij -11_} haleininl =6MIMI O)J \\\ 20 0 20 40 1 SHEET NOTES 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND it'''''''''''''! ' INFORMATION 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. EMMA3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND r.. ,��-, AREAS OF WORK. r .-...- .... , } _ 53'55 4 STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE ` --• -» - �., """" f '' 5. ALIGN CATCH BASINS ALONG FACE OF CURB WHERE APPLICABLE. ...rr � w.�'+` �"..r.l�^mow- p:' ...._.�......»._.........._ .........--- _ \.., ! i.::• j T- _..._-_ E DRY ✓ �,�..,." "`�- EXTEND D D O KEY NOTES ! / yr /_ BASIN ,r' "" � - � _-_-.,..._._...-_....._..r......--. TE DESCRIPTION u f s is' i... _ .:e_�..J r � . 4� �\ . • / .' � �,• fr. �: 1 LOCATE FOUNDATION DRAIN FOOTING !! • '��'! �` \ \ rrl��\ PENETRATIONS 16" MIN. AWAY FROM STRUCTURAL r -' !!'� �` t , • z HOEDOWNS. SEE STRUCTURAL DRAWINGS. L I . I `' (V / / ' ` : - ){�'i •�` \ `' 1i? �'! 2 CONNECT EXISTING ROOF DRAINS FROM PRE-K/ �. f \ DISTRICT BI I vio I VERIFY INVERT BUILDING AT POINT OF CONNECTION. M. FIELD I 1 / p i / 7'' f . - , 1 i 4. -# / \. \ i j I j /. t` ' .r II . / f � - - -/- - - i i 1f € / �\ I �' i� i I \\.f t r I, r' - -11' frI/ /POND A ! P ( ,` ,`� ! i,{/ ,./'f Dull Olson Weekes-IBI Group f i �+ f "~, "r ••... \��' r/. X Architects, Inc. . I r`',ii 1 ,,, r, , O UTILITY KEY NOTES.,. _ SD of-1 . �` / �,P I / _....:� ♦ r'+ � � �[ IE 15" 1N=248.00 (NW)-�- - - - - - -� ! ,,..• � •,�..--•.. f I 1 ..k)-.,,.11- . i.( /�i:y .../, ' ,.." ,-/f� '.\\\-, NOTE DESCRIPTION / •� /3 :7' ' ',s 4„;,...;„.. .,:,"-} � i f; ( � 907 SW 5tarlc Street Portland OR 97205 USA ��' / F'; - f i SD D!-1 1 f ` \� `\ tel 503 226 6950 fax 503 273 9192 7If i • / 1 /% .t '' - RIM=248 40 ' r ./ ..-- .7 ' 4 CONNECT TO FOUNDATION DRAIN. COORDINATE www.dowa ibigroup.com www.ibigrnup.cam r` �♦ l - -' \' i l!% IE 12" OUT=248.00 (S) --'--•... r"- /� \\ *• FD DEPTH MATH STRUCTURAL 5EE STRUCTURAL ♦ �` •�,�,� a - _ - - - _ f ' FOOTINGS. • 1.1.. • ._.,,,,'",..--;.,,„/-.-. - � I 7STORMCONTINUATION.DRAIN. SEE IN/ROOF ! !, / s' SD PLUMBING PLANSOR SIZE AND IE . - • - .,•`--F.,/ .""r AS NOTED.jr ,,,,,/7S% ,,, ..-; ,r ! �; . ; . . . r` , GATE 11- /1 1 / /J ♦ f� \` i b • �' f ' "'r w w��. ��E1ED PIIOF;Cs i • '• J / // !♦ yam. . - r 4� 79701 PE 4, g! z� ..-•-` i ♦ ___...-74.---5=0.0076 - ! _...-�'^--^....-.....� � L..�� '"- '-'I �`fes- t - STORM LEGEND OREGON i"k�� / �.. R1M=253.25 ♦ -_w 3 � !'+f .o '�'t Io- 1�� _~ Pl./ IE 12" IN-248.00 (N)-.... . • "'`-` ^ / Z 13 qG 0�4 1-'/- ::" IE 12" OUT=248.00 (SE) ✓ r' f ,��f ��- - - STORM LINE C6.1 4 NARK Qti f ^ .. 49,---, .- � "-..-•- ------- _ I .,.15' Fa v' :--.:. STORM LINE - NOT IN CONTRACT (N.I.C) I 1 EXPIRATION DATE: wave a •_.,:"---#I ./' `. �f F/ . 7 FOUNDATION DRAIN C6.1 f O � / I / f CO STORM MANHOLE C6.1 - , / / , 7 r : • CATCH II BASIN r'w / / t I , C / i • 6.1 l CzI / II ! fi r j / �i ■ AREA DRAIN v � r ! /w /1 . � ! COTG� ""'I . , / - L , , / •:„,... f , / / / I /, / /✓ / L : - / II 4 �` I. I VEGETATED STORMWATER FACILITYZ / / � • ! . / M C6. a /J M F :14Q9-P„ / F/ !\ ..- / - ,."t ..; FLOW DIRECTION ARROW `` 2/} I - r-' / �/ / ! '! r`- / -I 1 • _% OUTFALL PROTECTION• 6 �1a �! / •,-, / / / - \ { ..„."...e_.--! _ --,1..._..._ ® DITCH INLET l 1 �: .. .fy� 6.3 % ,� / /--,• / ! r y - f' r 0 ;.... r:_, ..,..i';... ;e) FLOW CONTROL MANHOLE el U I•• ./. •r1 I / / / ! s G, / ,//r JI:: - r i; -'i 8 BACKWATER VALVE 5 1' 1 /' J , / LP ,,::\• • CUSTOM LANDSCAPE DRAIN, SEE LANDSCAPE PLANS 0 CD S �. 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'- DI-1 132321.71 322353.92 248.40 IE 12" OUT=248.00 (S) Co IE 12" IN=238.35 (NW) k e y p l a n o EX-MH-1 132090.69 322482.96 241.00 IE 12" IN=236.35 (SW) d IE OUT=238.23 (E) U FCMH-A 13230fi.73 322349.70 253.25 IE 12" IN=248.00 (N) Phase BID& PERMIT SET LI IE 12" OUT=248.00 (SE) 0 0 OF-1 132360.18 322328.39 249.35 IE 15" IN=248.00 (NW) date I February 9, 2018 U U' revisions ceZ ELI w w z o w J o_ w project# 16054 r; cV STORM PLAN ¢,- co 0 _or?- �^ f 3 co N SCALE 1 INCH-.20 FEET C4 ■ N � �W iMinEiniiiM �J 20 0 20 40 cVL._ i SHEET NOTES 1. SEE SHEET C5.0 FOR ADDITIONAL SHEET NOTES AND LEGEND INFORMATION 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. :vi,,mi;;h,.; , M 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND aK:\. y !. .,._ _ _ _, . . . . " ...i .... .... . ../. _ __ .... .,„ " . . °i' CIA-ii. MATCHLINE SEE SHEET C4.3 AREAS OF WORK. 1_,_ .;,:x.::,,.. /... 4. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. F f I f 1 / / f } ; 5. 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COORDINATE l i F ; ' / FD DEPTH WITH STRUCTURAL SEE STRUCTURAL www dowa ibigroup.com wvwv.ibigroup.com I 1 / ; it { / FOOTINGS. CONNECT TO STORM DRAIN/ROOF DRAIN. SEE }' / i # 1 I 3 / SD PLUMBING PLANS FOR CONTINUATION. SIZE AND IE i ' ' i ! � #� /� j fl i � ' / AS NOTED. q 1i / ! f \,i ! Ii I i I IL ":6.7:7POR17:1P6:5›.1; f 1 ! /l$ f/ i; ).,I.F1 - - - _ �� / \ ji j r /C'7 J ^T \ lfff/ ;l' e I• N/ ,� I ',' , � v STORM LEGEND ,�OREGON, / ' ! / j A9 m .`O / ' j ` - - STORM LINE 6a U1 HARK 0 i ///1 / I i i' , 1 f -- ,rf� e \ EXPIRATION Dna: t713Y719 / i I _r STORM LINE - NOT IN CONTRACT (N.I.C) I 1 -1 .1.11;\••••/ \ FOUNDATION DRAIN ti % ( i / ,.� ,- / II 1 e STORM MANHOLE 4 4 it F / /' if',,.,,.. € ( d: 1 L6.'{ f 1 r' rl ±" . \ In CATCH BASIN cb.t z 1 ,' fi I I ■ AREA DRAIN c5.1 vs) i Lt / / \ , !• , �! I ; i COM C6.i Z // I / ) / i! / / / fI� ---:%4,-..2-/'-- } I,. • _ • I VEGETATED STORMWATER FACILITY C6.3 J / j ` I 1 \ / ( /�,, ` i L s Ai J 7 1 / / j ii / ' /('� /i j ' • ,:'ir:i FLOW DIRECTION ARROW t { / / :+ ! _ OUTFALL PROTECTION0 /N i. i `,. ! • i / i !� ® DITCH INLET L6.3 I /1/41a4.7if2/ : r.If . !' i I ie; FLOW CONTROL MANHOLEGO U p I\� i i 'll f /t I!t e BACKWATER VALVE '- • CUSTOM LANDSCAPE DRAIN, SEE LANDSCAPE PLANS f •�" i i i /\ J• a }• 1•,w, \ F % / jam• y F f r / I r f P O Q 0 RI ,i," ./f/ • .11 f.1.-,41-- j RI FCMH-1 �`"'---, ! ,',/40/ ,/,/j `i \ i € / '+r' ..�... U F..\1. \ ..."'' ',....,„ . i am0 ww_ „__ ! RIM-_245.51 "�.,_._ y� j ry�Q _' /� Q5 CC _,_ -. ..... 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ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL date February 9, 2018 m BE CONSTRUCTED PER DETAIL 13/C6.1. (--) UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION ri? SEWER, W=WATER, FP=FIRE PROTECTION) COTG CLEANOUT TO GRADE revisions ›.- 2 CONTRACTOR SHALL COORDINATE AND VERIFY LOCATION AND Ct --STRUCTURE TYPE CALLOUT DCVA DOUBLE CHECK VALVE ASSEMBLY INVERT ELEVATION AT PLUMBING POINT OF CONNECTIONS PRIOR < 1- .....--- ID NUMBER (WHERE APPLICABLE) FDC FIRE DEPARTMENT CONNECTION TO CONSTRUCTION. PROVIDE TRANSITION FITTINGS AS REQUIRED. Z XX XX-XX FH FIRE HYDRANT LJJ N=,XXXX.XX 1.--*—LOCATION (WHERE APPLICABLE) GM GAS METER E=XXXX.XX 3. PROVIDE SOUD LOCKING UDS ON ALL MANHOLE STRUCTURES W RIM= GV GATE VALVE _1 Ly IE IN = XX.X -=-STRUCTIJRE INFO (WHERE APPLICABLE) MH MANHOLE 4. PROPOSED STORM UTILITY IMPROVEMENTS SHOWN SCREENED Z IE OUT - XX.X J TB THRUST BLOCK FOR COORDINATION. 0 1- PIPE LABEL HB HORIZONTAL BEND u., _1 UTI5. APPROXIMATE GAS UNE ALIGNMENT SHOWN FOR LITY LENGTFI o_ COORDINATION WITH OTHER PROPOSED IMPROVEMENTS. M w F—UTILITY SIZE CONTRACTOR SHALL CONTACT NW NATURAL TO project# 16054 I- SCHEDULE INSTALLATION OF GAS SERVICE AND METER BY r:-- XXLF - XX" XX --.---UTIUTY TYPE NW NATURAL CONSTRUCTION CREWS. (NJ c4) S=X.XX% - SLOPE (WHERE APPUCABLE) UTILITY PLAN - OVERALL c=, ms -,..0 1.... C") 6 CL liC 5 . ..._ SCALE 1 INCH =40 FEET ...-2 CD CNI Ili 40 0 40 80 L.7_ SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 4\0- INFORMATION. \INFORMATION. - 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. ! ' 11/11111111P1/1t/ . /11111111 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES ^^ ' `- r l AND AREAS OF WORK. W. M`� ' l E FAT v4axm { \i/:.'_§-"�-t rte- .A: \.;^� : i/ ... \\, t.„,..- 97 �''S -` '�'�..r..�. ''"' • e} 1 4 m _ - _._...iyi ......._.._h - _ . Imo; = • 4 HORIZONTAL WATER BENDS L s .,..._ ... rrt......-• 040 offs _l.y. �� .. .. ...... .. ��. .. ' . ` .- .... - - -.._ _ -. ... PROVIDE THRUST BLOCKING AT ALL �' �"" AND TEE FITTINGS PER DETAIL 6 2 I - :i 'I ' WS ,�4. C. /i �!y; iZ .._ ,t. - 't • '.`�r -- r� ♦ .'... ..r.... _ ............._..r.s 1 , .. ,�: .... ..r 855-•- !f";;S - ".SS .`Ss- IST"t .. -- "S.{- S� --.... 4..��............- R..,�.. 6.5 ....... '•5.1 B33 8`7� ?S # - .. `^ ` . R 1 I �� -I r� I 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. ,: / 10'WIDE SEWER EASEMENT 1 RAISE EXISTING / BOOK 998,PAGE 746 ._ -.vow. ma A lilt Ell I .•..-. ._ .� .:..�� MANHOLEEw '7451"4- _..� .•a11� ... �vTr `� J. »....._... -#�' \:J s ---�,��- __�� , _..........._....... _!_ KEY NOTES EX RIM=270.76 A _ t 7 NJEFA 7 1 1 >rr'�5�!"nit!!. s> � � � E NEW RIM=271.05' / I \ i II w L.. ...__............... '` I }h7-1,.., - _ I �\\\\\\\\\\\\ + 1 �\ ` !/ NOTE DESCRIPTION 1 4 \ \ ♦ j \\ // I ` , 1 CONNECT TO PUBLIC SMHk € 1• •I7 ` irii..�..`--"•-•-• f- -_ _Iw 'E-- i.._. \\ 1 I 2 ELEVATION PREP P DRAwIN W efa 1 B -._ 1 \ ♦ 7/ / MANHOLE TO BE CONSTRUCTED TO TEMP RIM / __....R� \ ♦ 1 t j I ARE SHO GS TO ALLOW i € i 1 .,A. # \\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\r, \ �� \\\\\\\\\\\\\\\\\\\\\\`\\\�\ ♦ �` „. ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE i! , i / [/ / .: €{ \ ♦ ---' /, ,• �- PHASE OF CONSTRUCTION. 1 w �'_..7 \ \ 4 r11& I 3 CONNECT TO EXISTING 4" WATER UNE 'OATH 4" ` I f p \ \ •, R� Dull Olson Weekes-IBI Group 4 ./ .. �..._. `' / L.. . \ ` * =��. TEE. Architects, Inc. I / - 4 ;1,� I 4 CONNECT TO EXISTING 6' WATER LINE WITH 6" TEE / � ` I :� .�� AND 6"x8" REDUCER. 1 �\' / 4 •• • 1h 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA 1 \ { e 4 7,. tal 503 226 6950 fax 503 273 9192 EXISTING 4" POTABLE € \ # /aVAULT FOR IRRIGATION. SEE DETAIL 1 C6.4. www.dowa-ibigmup.com www.ibigrnup.com WATERLINE r ' 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND 1 � W 3o°vuinESlEREASEMENT19)4‘ \ '�� ‘Nr'' . 4\ . A VAULT. SEE DETAIL 2/C6.4. xy, ..S �= BOOK 998,PAGE 755 \ a' f' IIIIII ` k, . / 11/1/1974 1 A 1 -- IYjt ,V tom, \ :;, /t s 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE • DETAIL 10 C6.1, •'I �' I /,T . '°° = 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL ._. i ijecei `�� JAMESTEIVII EFON ELEMENTARY SC:H€h' t. th...J ely., 8;�\�"� ' ., ./,, 9/C6.1. 4 PRO r c't7 }, / ! >a M M J \ fizz f%\\ . • "" ` ' 9 CONNECT TO EXISTING 6" WATER UNE WITH 6" TEE , �6 1 N E- s/O t i / _...-.. ,.... ...� PRE`-K / DISTRICT BUILDING ! � 1 . • . ,, / AND 6" GV. �� ' 79701 PE ;L.- ... ' ,\ ` /��(\"C\ ( \-, ..• _, / 10 INSTALL CHECK VALVE WTH BALL DRIP AND DRAINnn \�\\'�\\\\\ 2 # • ! F A ° .3 I, r.1 r I----'••---'•"' _ --� Y J �;' F 1 VAULT FOR FDC IJNE, SEE DETAIL 6/C6.3. ..4.. /••••"'"....'"--,,,....0" ---------- / s- a I // > II '6 �G %� I s I 1 / • \+ As /` OREGON A l �o t4 �: iz, - - .. .... ,_, Vis' i �; / UTILITY KEY NOTES 9��NARK��+4 1 -REPLACE 3" DOMESTIC WATER ; µ �.. a `` -- \v>• ° Wr 17't METER AND KILL OLD SERVICE. I.. �. s 1 \ ild ' �' �' ExrRnnon DATE- Y�/31/701! SEE PFI PLANSET AND DETAILRI ,..j IIIIIII i �i '4 i \ / \` ,,,,,,>,y-, / `� •. NOTE DESCRIPTION FP / ii f >/ '. t t ` �` e/ Y •.„ ,, j' �,, CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS CONNECT TO EXISTING GAS UNE 4 \;> / \ \ / r i i ,r; NOTED. SEE PLUMBING PLANS FOR CONTINUATION. i -EXISTING 4 POTABLE f s .\ R0 ;/ ,; • '/ U �--i m i WATER UNE r 0 \ •k, \ ,/ 1\ " ' O,f CONNECT TO GA5 METER. CONTRACTOR TO a zifi I r, \ tai `� °r u� G COORDINATE WITH GAS COMPANY. SEE PLUMBING ' ;� "' PLANS FOR CONTINUATION. r AS SERVICE TO BE INSTALLED {I • \ ' :'` ✓'' , \�.�. �� .f n CONNECT TO WASTE NE. SEE PLUMBING PANS / . _ \ `` i/. 'f •` . -.d-''�, ti 4' Lu FOR CONTINUATION. SIZE AND INVERT AS NOTED. _ :G, E BY NORTHWEST NATURAL \ j v t Q I /1 ( •.. -r=; \ ,1/ i .�. ° WSEEUMBING 1• Y a PLANS FOR CONTINUATION 5 NOTED uric iitr3�nr :7iV o IOZu "` ' ,r _ ,/ • p I I CROSSING. PROVIDE N. CLEARANCE, r r� I4 1s� i U.N.O. ° W TEE-01 >s TEE- 3r d\ , %/1 , 1 • i I 6 HYDRANT e tr Ja .4 rr. e I �. W DCVA-01 O 1‘...(*) C3 \ /,�;; r r r , 1 ,r. II ® WW $ f ... TEE w/ 6" GV 23 LF , f/ i ;r",• . . I ¼ w _02 ,- s a _..._..EXISTING 6" FIRE s. ` \ ;, , 0 DDCVPROTEATNLVAULT .... I� " FP TEE-030 WATER LINE 9 LF - 6 FP :. I \I' i /� off! / rjt;; a 4 .., I / �+ 11.' • I r ...... IJ . ,I--. _ Ivy � � 1 I I.. ._. \\\\\\\\\\\\\\\ r: •�j?'r~ 7 // 6 FP HB-a8 it I� W HB-01 22 LF - 4'wcm _ _ .� I % • I K �i.�F riA FP FH-01 � / ;;' •. r� / i-+ - I W TEE-02 (W-ROCK) :`:.rf \ q!r \ �.° . ! + 1` a •� iD CO OFF FOC 41 4'X2` TEE W/ { _....__._. ` . ♦ // /•,/�°„ � ;, • Y t I W HIES-44 / �' 2` GV & 4" GV .: r • FP HB-09 ? , /•i!J'' f " . • <fi i /'•e.a °o • tl O i \ I I l Ail / ,Y , "/ t I f ,/ FPI - FP F li}€ •FP, • FP FP FP Fi' Y3'!f pF, ., /' I 275 LF - B FP ,=r:!, SMH-2 2 /° ffcxsa 5 W ISB1110111'(MR) ��t ' i y9 . Nh .. j N 132189.43 e Ifo O s. n s r I / 1F"'S's r / "'"11 is - 2-1/2"w Y ® I _ J f ,! :it p •. �, E 322186.89 / e / N I� , °3/ NAP RIM=2587f UFP TEE-04 '. I 3 f 1 t, Icv • �, ..r�" " < UK, C:E }� �'ki 1r \ '; I--=4;7 Yky.) `a TE?s1111.€;WRUNG 1.1 a F/t - of Cr) tea' �7,• 1' FINAL ,p IE 8` IN-252.36 SVY� • Wf 8" GV d 1:0I, i v. • f i Ni tt IE 8" OUT=252.16 (NE) ° x. A co 0 • `•V I a I iCf si \ i l4 7 f1% 1HSa • / r f R n a. , . W -a 169 Li - 4 FP- `� E Ir. i / ()� I i {I it IFP FH-03 8( i.` '` ./ ..++..� 1 � co f i f I V I_ 3 if e \\ •\\ `up ` (•- ,; + . y �'i` / ' 'C + A' ' . / 1 a 1 (j i e - • ��-, 3 j .. l e I tai/.411 /q,, \ \ ;,a' n •/09 /£ " - , . F/1 LU - i r j RI/. l i \\ \� +x f ° a /. co � �°. : c ,' f \ 1` I,, f \\ \ FUTURE WORK '"".>''.�f �M4E3lP . /� p 1` iN. + i f1 SHOWN FOR 'I 0 o � .< .. a i I II \ \ REFERENCE, NOT ;s / ..dv, d- ""� 1 I I Ifj \ \ IN CONTRACT �. PLAY � A ® / • ''hh 44 Q 1. ii. t;; if, ..$ // ,, STRUCTURE �,, CIL I � . Ji. mm 11 l''' a. I �, \ #��il \ t y\\N v ,,♦ /' ♦I: 1401BALLE O O O r:"-- 1 -:f3 ...a � � .. �. ...•• tt.:• - \ _ Li.'! f')l i , i:. .., , ,`� LCA / f ,I�...,..--...,,,� • • • • ; icsr[.fes..�. ,ti ` 7Y i { \ F \ • R ,4,�• ■ 1 �-% �� .. 1, a , :. / r ♦ , - . , 1°a A 1 / I TET€fERBA L t e ,5'>.r'u$'o6 I;a �,�, `' I •��` k i4 a t •% . /4 'Tiff 1t Imo': O .i\ I •Z:�,`` 'I..; � .1 x " �F/ , -4 I • a / f/ a• w 'F L ;' 7 , + •r,14 TE7t4ERHAll 0 , CREASE INTERCEPTOR, r IE=263.50 II .r SEE PLUMBING PLANS8J UTILITY LEGEND '211\1.‘ • I �' It. © E-262.80 Maok I� t / �'"./ SANITARY MANHOLE 4 111 sworti neAOR 9 zoa 2560 t�"' 1.1 r / 0,503.227.3251 n1 /.m mom ( - MATCHLINE SEE SHEET C5.2 " - 5... SANITARY SEWER UNE F;503.274.4681 www.lcoff.com FP FIRE PROTECTION UNE W WATER LINE FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS UNE , p 4- FIRE HYDRANT ASSEMBLY 0 r.=. STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING LASTING ifl' FIRE DEPARTMENT CONNECTION (FDC) c, co FDC-01 132200.96 321738.22 DCVA-01 132209.97 321744.39 MH-2 132189.43 f 322186.89N GATE VALVE (SIZE AS INDICATED) X61 k e 8 FH-01 132211.40 321929.44 DCVA-02 (IRR) 132189.32 321743.64 y plan J 0_ 9H-03 132148.66 322062.43 HB-01 132209.38 321739.06 L.) HB-08 132218.35 321907.43 phase, BID& PERMIT SET HB-02 132209.37 321752.03 QHB-09 132185.16 322023.93 HB-04 132192.32 321743.64 0 TEE-03 132205.00 321749.02 TEE-01 132225.09 321739.06 datel February 9, 2018 1 (1 1) 132185.16 321749.02 TEE-02 (W-RDCR) 132192.32 321752.03 revisions 1 I QTEE-06 132224.06 321900.64 I- Z I Iii M LU LU z o I- w J I a- I- r-2- project# 16054 r` CO UTILITY PLAN mccs tiCD M0 . Q ]� SCALE 1 INCH=20 FEET c9 6i 0 02 20 0 20 40 C5 • 11..,...,...,...1 c1.ti SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 4\Cjie INFORMA11ON, (0.0,......,1 >go) 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES 111111 111 AND AREAS OF WORK. m. '' I 5 MATCHLINE SEE SHEET 05"Via.Wm .1 \I �j' e I mio _ €% !0 ii r 1 / 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS t ` .. AND TEE FITTINGS PER DETAIL 8/06.2. O10 FP BALL DRIP (VALVE , ® 1 13 LF - fi"FP ' • 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. L. 1....4 ��" O 4" TEMPLETON ELEMENTARY SCHOOLJy� ` MH-1 KEY NOTES IS A�, el kg ' N 132051.02 2 0 FP S' E 322117.12 !8'X4' TEE W5 - `I hl " N 4 TEMP RIM=257.22 111 4" GV & 8" GV 3 i 1 FINAL RIM=260.32 NOTE DESCRIPTION k' a olgihQ1 ' I IE=25324 © i _�-i E 8" kN=253.1$ (W) I FP HB-07 ��- 1 E 8' OUT=252.98 (NE) 1 CONNECT TO PUBLIC SMH • 24 LF - 4"FP . - I:4p/ ` / N. 0 \ ~� 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM ! B I _ \� , 4 4 ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW11 0 ► ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE } 03�� // ""' PHASE OF CONSTRUC110N. "! } i3 CONNECT TO EXISTING 4' WATER LINE MATH 4 Dull Olson Weekes-IBI Grou:; tArch€tect , nc.i sl- - , ,; 4 CONNECT TO EXISTING 6" WATER LINE MATH 6" TEE ( € [ / AND 6"x8" REDUCER. ,: _...- -...._.�...-._,,,_ .,�, !it *„,-,,j 1 i Portly\ 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND907 SW Stark Stree nd OR 87205 USA l • '�l7w� yVAULT FOR IRRIGATION. SEE DETAIL 1 08.4. € so3 22s esso rax sas 27s sis2 • �"' / www.dawa-Ibgreup.com www.lbigroap.com 1 € '� . ,i_a„.1,.- ---"` # °, - 6 INSTALL 3" DOUBLE CHECK VALVE ASSEMBLY AND - IVAULT. SEE DETAIL 2/06.4. r j d i;� ! I \ 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE . .. .,� :tea = E ; DETAIL 10/06,1. i i 1 f € 4,,,, ,,,•-1 ® t 8 INSTALLFIRE HYDRANT ASSEMBLY. SEE DETAIL ! I fs z� E. ` 9/G6.1. `+QED PROF J i` N. \IV\ i 9 CONNECT TO EXISTING fi' WATER LINE 4YITH 6' TEE ��`� o t E !O1i€ A I 1 AND fi" GV. e� �'�r97o1PF * �- . ' \, 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN _ _ \ I1 1 ....._.... E i VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. ORE[ON �I [�• ,\l 4 i t I .�9 'a1• m 2D'r% € - - -- _ \ \ U UTILITY KEY NOTES �MARK ti0 ... .,._"..wa«::::"muonv::::.: ;S �• - 1 1 .RAMON DATE: imam I • 1 }• \ \\ ° i �T • L NOTE DESCRIPTION t ,.,. .. \ \ CONNECT TD FIRE PROTECTION SYSTEM. SIZE A5 Y ` I :x U NOTED. SEE PLUMBING PLANS FOR 00NT1NUATION. } �" CONNECT TO GAS METER. CONTRACTOR TO _-' "` °`"\�# a�;'= t7 t G COORDINATE MATH GA5 COMPANY. SEE PLUM9ING I _„_ � \\ .} �r{� PLANS FOR CONI1NUA11DN. l a s s :, _ '~� s�J , f � Ln F \ i \` ... € `-- �, I t CONNECT TO WASTE UNE. SEE PLUMBING PLANS W S FOR CONTINUATION, SIZE AND INVERT AS NOTED. " ..,�"„" I it I Z W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING * i r::y; ., PLANS FOR CONTINUATION, SIZE AS NOTED. FP HB-05 '/ � . 1----...-/-------., c, :. ; •.:•:. U !I UT1UTl CROSSING. PROVIDE 12' MIN, CLEARANCE, � U.N.O. 1 • '' \\ \\N"\\ I- \\ f { \` �. .�'j ,a� , '.':. :"eacff¢�,hL' 'a. . ......-. -� Ms- '"• ll ``,_ ..-"�-..r �� a '' ww.,,,,`w`a we.y » +sa:::= em= ,y;;k..:: ,:.: ;1 r, I ,ma :nc.....,....._...• :>:;:..i i%i / a0 ,N ! \ NN ,: ,„,,. \cl e e o 0 • {� `` IP YT,,\_ om-,,. -, !II ' , 3 -, _ ..._ xn �, ,� `f \ \ '�. O (n \ 0 . i/ / i `mss.e.� y .a% ♦\ ._._ . _ ..........___ ,� rK!'' [�'' 5 __ .. I O N -FP HB-06 1, �- 7 �n•t (; I / _, . .._-- Pif . \ • - (yy 4 F 1 -... 1�. ..._.._....,y..,. ... --:- r. .4i4 V'f1 :.JA.,}:.•p M ,w..... '. "^"^.=...1 r,.'.^-"'.n.::' i. sL'.',.I,.�":.,...:Illliiif+v'_1. _..�.��:::rf::^�.,,s6n^n_J N, . 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I I S SANITARY SEWER UNE F:503.274.4681 www.k0r..cpm FP FIRE PROTECTION LINE W WATER LINE CV © CI FP STRUCTURE TABLE W STRUCTURE TABLE S STRUCTURE TABLE NG NATURAL GAS LINE -.4*-11.11 4- FIRE HYDRANT ASSEMBLY ` ` D STRUCTURE ID NORTHING EASTING STRUCTURE ID NORTHING EASTING I STRUCTURE ID NORTHING EASTING " • t• �.S' FIRE DEPARTMENT CONNECTION (FDC) .„ BALL DRIP VALVE 132043.44 321738.37 HB-03 132026.03 321752.02 I MH-1 132051.02 322117.12 $ FH-02 131765.39 321910.61 mGATE VALVE (SIZE AS INDICATED) C6.1 key plan d HB-05 131874.18 321749.03 6 HB-06 131788.55 321834.66 phase BID&PERMIT SET a U HB-07 132031.49 321738.39 J 0 TEE-05 132033.88 321749.03 0 date l February 9, 2018 U TEE-07 131788,52 321910.44 va • revisions e a z w m w z o I I- uiJ a m IT project# 16054 1-- N UTILITY PLAN a- d cf.),-.1 66: C C 5 • 2 °�U SCALE 1 INCH-20 FEET 1-Z N LilMII Mil -Qt:., Cr)-1 20 0 20 40 _ CLL SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGEND 9 INFORMATION. . ---') _ - 2. SEE SHEET CO.1 FOR ADDITIONAL CONSTRUCTION NOTES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES '' - - - - -- - - - - - - - -- - - - AND AREAS OF WORK. __-__ iN TO EX SS MH 1 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS — 'S5...._... 3"SS_.. � ......_ $`•S.5.............._.._..._.._ 8..55," •._ f,SC........._...._..... • AND TEE FITTINGS PER DETAIL 8/C6.2. 8 IE IN=250.730 (SW)O � ` eS ----- EX IE OUT=250.53 •�, 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. . 11 \5---/y>i,1374 �: f 0 KEY NOTES S MH-3 r i %j, �' NOTE DESCRIPTION N 132394.95 O i`�� 1 \ `� t I E 322290.50 1 ; 1 CONNECT TO PUBLIC SMH I ' ` TEMP RIM=25$,31 11 ! \ MANHOLE I I 2 ELEVATION. PREPARE SHOP DRAWINGS O RIM 4111Da I FINAL RIM=255.66 / I ADJUSTMENT TO FlNAL RIM ELEVATION !N FUTURE IE 8' IN=251.24 (SW) 1 / r? \ \ 1 / PHASE OF CONSTRUCTION. ® IE 8" OUT=251.04 (E) 1 / 1 I "'e A 1 :' I / / 3 CONNECT TO EXISTING 4" WATER LINE WITH 4" � iAf 1 / / L...! h / Dull Olson Weekes-IBI Group f: / / -'��-� . ---- TEE. Architects, inc. o I 1 / " 4 CONNECT TO EXISTING 6" WATER UNE WITH 6' TEE e • 1 / / l':/, ''- " ~ AND 6"x8" REDUCER. t.1 f•. �r p' } / / , /. ,,,--- a 907 SW Stark Street Portland OR 97205 USA ,moi ` 1 1 / / , I 5 INSTALL 2" DOUBLE CHECK VALVE ASSEMBLY AND tel 503 226 6850 fax 503 273 9192 fir ' , / / �/. f € - _ _ _ VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. Www.dowa-ibigroup.com wwW.ibigraup.cvm �• 1 ` i` / \ 6 INSTALL 3' DOUBLE CHECK VALVE ASSEMBLY AND , • \ 1 .-i / VAULT. SEE DETAIL 2/C6.4. • \ l -� i / 1 l 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE ,5% ` ,"___': , -~ ' �,' 6A1 DETAIL 10/C6.1. • i , ` 8 INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL 9/C6.1. 9 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE `1 i N Sto, . is\ -,,,,.I 3. V �G fF • ' t / I I AND 6" GV. ar 41 p 79701 PE I *,\ 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN ��-_ w_.__. . ... VAULT FOR FDC UNE. SEE DETAIL 6/C6,3. w OREGON N.ny sTnucTuxf AREA II 4 X 1 MA RK�� UTILITY KEY NOTES I ERATION LATE, W1V2319 I • I j NQTE DESCRIPTION I• ' FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS } I NOTED. SEE PLUMBING PLANS FOR CONTINUATION. U �� a f �"'�"r1"�• CONNECT TO GAS METER. CONTRACTOR TO !! ! 0' l G COORDINATE WITH GAS COMPANY. SEE PLUMBING '-' • ra t •;_._ PLANS FOR CONTINUATION. ` • II r•r CONNECT TO WASTE UNE. SEE PLUMBING PLANS "' �� R re. ! �'� S FOR CONTINUATION. SIZE AND INVERT AS NOTED. "' I # _> A' CONNECT TO COLD WATER SYSTEM. SEE PLUMBING u� Z I L i 1 W PLANS FOR CONTINUATION. SIZE AS NOTED. • I [ Z= :. .,, -- ♦ €; �, UTIUTY CROSSING, PROVIDE 12" MIN. CLEARANCE, a .. � ;I r 1 U.N.O. ac •w j' , 1•,' u, 4' J' •, -r-4. L-y::: ,..crul rV c ! 1 I r U ‘; ,j---,1.(..c.-Fri 1i .j w "L sA" t ,, i / 0 CO it> N ,'1 _ i •••-, o C) r 1w co VJ �^^. :t mIP t CD zmr i ICIII M Ci ;I UTILITY LEGEND „ - ` ' 0 SANITARY MANHOLE C6,1 ~+ ~ s 1q3ff SANITARY SEWER UNE \:!i/,- FP FIRE PROTECTION UNE ';i' .' _ - W WATER LINE ::::- 6/,i eit. 111 SW Fifth Ave.,Suite 2500 i MATCHUNE SEE SHEET C5.404 NG NATURAL GAS LINE Portland, 2O7325 O•5D3 227 3251. F 503.274.4681 4- FIRE HYDRANT ASSEMBLY """"`fogfEcorn --s. FIRE DEPARTMENT CONNECTION (FDC) t P4 GATE VALVE (SIZE AS INDICATED) () O V ';‘'-u° J S STRUCTURE TABLE C6.1 - R- nil D STRUCTURE ID NORTHING EASTING I N EX-M H-1 132419.31 322363.15 co MH-3 132394.95 322290.50 key plan 0 J a. phase BID& PERMIT SET U O O s date February 9, 2018 0 revisions >- tY 1 z w -J LY o I- J I n. w project# 16054 o UTILITY PLAN a Q- M� C 5 3 co, SCALE 1 INCH-20 FEET U Tz ... _ NW rn. . 1:.) 20 0 20 40 •••••• LT SHEET NOTES 1. SEE SHEET C6.00 FOR ADDITIONAL SHEET NOTE AND LEGENDi INFORMATION. ... 2. SEE SHEET C0.1 FOR ADDITIONAL CONSTRUCTION NOTES. { r„ 4 3. SEE ARCHITECTURAL DRAWINGS FOR ALL PHASING TIME FRAMES AND AREAS OF WORK. �; .. MATCHLINE SEE SHEET C5.3 4. PROVIDE THRUST BLOCKING AT ALL HORIZONTAL WATER BENDS "41` 1 AND TEE FITTINGS PER DETAIL 8/C6.2. •' 5. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. -04 fir \\:\ 1 i / ''� X KEY NOTES "~ kIiI O o S .. r i _ � mmi > , ,i1 NOTE DESCRIPTION f t 1 CONNECT TO PUBLIC SMH r� D , f 2 MANHOLE TO BE CONSTRUCTED TO TEMP RIM ort i I B ••, ELEVATION. PREPARE SHOP DRAWINGS TO ALLOW " * ADJUSTMENT TO FINAL RIM ELEVATION IN FUTURE �"®"'t •. PHASE OF CONSTRUCTION. "f s 3 CONNECT TO EXISTING 4" WATER UNE WITH 4" f �` Dull Olson Weekes-IBI Group iN / TEE. Architects, Inc. /1 f / 4 CONNECT TO EXISTING 6" WATER LINE WITH 6" TEE 1 / AND 6-x8" REDUCER. 05 INSTALL 2' DOUBLE CHECK VALVE ASSEMBLY AND 907 SW Stark Street Portland OR 97205 USA I tel 503 226 6950 fax 503 273 9192 VAULT FOR IRRIGATION. SEE DETAIL 1/C6.4. www.dowa-ibigroup-com www.ibigroup,00m / 6 INSTALL 3' DOUBLE CHECK VALVE ASSEMBLY AND / VAULT. SEE DETAIL 2/C6.4. 7 INSTALL FIRE DEPARTMENT CONNECTION. SEE / DETAIL 10/C6.1. / qi‘ 11 B INSTALL FIRE HYDRANT ASSEMBLY. SEE DETAIL /./., 9/C6.1. ,\��ED PROFEs� — — — — — _ 9 CONNECT TO EXISTING 6" WATER UNE WITH 6" TEE y i N F /p AND 6" GV, c• �.x' F9 yr 79701PE _ /. 10 INSTALL CHECK VALVE WITH BALL DRIP AND DRAIN �; VAULT FOR FDC UNE. SEE DETAIL 6/C6.3. .� OREGON I/ -"- ,d ��i trt 10e� O UTILITY KEY NOTES °`"EGON .�iE\�..• ': \ NOTE_ DESCRIPTION � EXPIRATION DATE: ll/]V701! I if CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS �.�.. , FP NOTED. SEE PLUMBING PLANS FOR CONTINUATION. I :iiA "w U ....-L' �`�sf *C.:: 11 CONNECT TO GAS METER. CONTRACTOR TO w ,�' N\ G COORDINATE WITH GAS COMPANY. SEE PLUMBING = i` \ PLANS FOR CONTINUATION. IA j' k S CONNECT TO WASTE UNE. SEE PLUMBING PLANS if I, FOR CONTINUATION. SIZE AND INVERT A5 NOTED. LZ1 /1/ \ 44.>:,,.., W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED. JI UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U y } I 1 U.N.O. Ii f, U e r r 1 rr �4•1j O VI -,,L. \ i ,, / \\_ / , i I \ / 0 _ I '------ -------- ---,_....,,,_ i i 1, i \ / / co 0 _;� -� . — — A — ——___ , ...1.:::'''''.1ft ,_ ,,,, .r. •11'. = (1) 0 CD........... ,*/ \ ----""---, 7.-/ i \ \ 42) cz i— „. ‘ \\ --, ,,,- .. \ 0 0s c 1 I � � e� _,.�� / �`f,• 0 I— .moo o (n , r -. `,,...._:::/„.,,,.---' CP. .4- 'Tr cts —-- Q� •� L0 u7 !r, Loti,,Hi-"*"'",. /7 ; j UTILITY LEGEND ~ �-- v. 'Tiff f16.1 t 4 / CA 1ILL < ' C . f f. ...,,,,,,. �„� .., // SANITARY SEWER UNE t � .-T5; t i �?• 4 r r� =+ FP FIRE PROTECTION UNE / W WATER LINE 111 sw Flfti Ave.,suSe 2500 I I I II I // NG NATURAL GAS UNE Po 503'2273251 F:503.274.4681 4- FIRE HYDRANT ASSEMBLY wwwkofi.com ."1. FIRE DEPARTMENT CONNECTION (FDC) 0 0Q 0 N GATE VALVE (SIZE AS INDICATED) Cb1 0 co co 0 key plan in phase i BID & PERMIT SET a oLI o date I February 9, 2018 ”' revisions i r ce z LuLu I J w I Q I I— w J 0_ LU project# 16054 1— N CO UTILITY PLAN ¢° ALO c )0 aa- C5 • 4 oOU SCALE I INCH=20 FEET N� IMMIMIIMi CVw Cr)--I 20 0 20 40 PIPE TO BE FILL PIPE WITH CONC. VARIES ABANDONED 1' MIN. INTO PIPE INSTALL 3/4" x 18" B' TO 12'- DOWEL ANCHOR, TV. /- 1 PAVEMENT SECTION 1 EX. AC AREAO ._ , , , 3 \ --1/2" DENSE GRADED, SAWCUT, WHERE '' l BACK OF �. I _ APPLICABLE (U.N 0.) 6' IF X < 4' ; • '' LEVEL 2 HMAC _ WALK X ' ^a :.., �• , .�. ..� EX ACOF MI _ BLDG., FACE, OR ( BOTH SIDES} •kI • ^y- : :. \\ PAVEMENT OBSTRUCTION A • , '. fi OS. r \ `, ...-6"---- _ .44 V....4. ♦� s • �,.NOTE 1. PACKING MATERIAL TO " T m DETECTABLE< +,I t x '; CONTAIN CONCRETE L66 6 r�" ��‘OFR 12 .:� (WHERE;♦ '♦`; ;•_11°,i' °°� °+ �• r BASE COURSE " EXISTING 4t ,_' e ?-a./4-...7t/'',:,:'''.4..= + 8 BASE COURSE , ; IL il SHOWNON!,,..♦ °° ° ° °° °a °• ♦.�:`j �,t • PLUG -� �-tu -- e ,; `��%'� .°°°°° a a a°a°a°a \'�, '�� ' SCALE: NTS � 44';',k 1OX MAX.`4� 4 :;:o:::34:::::*:::::: : >4; 10% MAX 2-10"� DRAINAGE € 1 „ `� ,C\‘.. :'...i:t , . T.roR,,,,f,x ♦w Y O b b°°°°°°°q°q°:a:a: ...... 1„„;,„,„,.caeu,.♦♦:... y SLOT, TYP. N `SOBGRADED EX. SUBGRADE / DEPRESSED / } NOTE I 1 1, DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS Za I I '- CURB AREA TABLE A; SECTION DIMENSIONS 3'-4"R APPROVED BY ENGINEER. 1 PRECAST CONCRETE WHEEL STOP HEAVY MEDIUM LIGHT EDGE OF RAMP TO<si:PIAN 4" CONCRETE • -r-- o BE FLUSH WITH AC SIDEWALK co "I SCALE: NTS AC SURFACE 5'� (2 LIFTS) 4" 3" PAVEMENT • N ro 2'-3"R SECTION . . " ••��` r I PARKING LOT (5 Q BASE COURSE 4 2 8 Dull OI Architect , Inc. Group v • EDGE OF AC - # PRECAST 6 " " son Weekes- IBI uv .. °• 3 CONCRETE s:7 : ° ii A g STOP `D �/ SIGN Le D E• BASE MATERIAL " 1'-0j l `V APPLICABLE TYP. ASPHALT PAVEMENT SECTION 907 SW Stark Street Portland OR 97205 USA ` 2-6 1 } tel 503 226 6950 fax 503 273 9192 °:' �t4 mi i s COMPACTED --2'-10"--12'-2" .. . } SCALE: NTS www.dcwa-ibigroup.com www.ibigroup.cam SUBGRADE 6'-0" I a ;. .: :. _. :: I SECTION 'A' 2' ., i { 11 v I- i N NOTES; ' 'iv ': •} , �'4 REBAR AT 24" OC, 6" THICK PORTLAND 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED EACH WAY CEMENT CONCRETE FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y" 4A` 0'ai 3 x" 2 LONG BY J�" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. '''.•"'•:W".1.01:" ."'^,:•,-, �.: `\ O FX"/2 F��6 PRaFFS THE GROOVES SHALL BE l&" DEEP BY Ya" WIDE. I 3'-4-R �1' �. ��: , , p . j :,. R ., m . .� �,�`> �0 i N fF, . t 2' (TYP.} 1 -Lc �' � • �--•� �� --r 4- 79701 PE f � � i rp '.i a �- or,•a' ° °p a.. c ri°v,e �'- ey i:a:.v �9-0" " WHITE l' .,♦�0 utac �°'a-aA0.° as a0w ��°c"-7•. '<:j-ti -«yp°, • �fr�.+`-'-' 2,_r 4 *I 111 N .' Q A•.o a .„, , a <,> 'o •} .e.ra ". i7 1. cv �', 2 3 � STRIPE (TYP.} 4 ",<a;� pug,a� u :N p , ° •0',.....',.. �.H;,"a-0� "' s ^ "� OREGON CURB RAMP - TYPE 2 I ,i- 4" WHITE a a ... ° ,.,,*5...-104:-,,,..° >:. i„ a J 1 o �\ , e Sew f. ::s-�.° €... :€€- c, a ___ :.I.-s I. .:T:� :€ :€t. €€' , i I:��' Al �'�. to 109 p 16 SCALE: NTS ^ R: STRIPE ( }'- t: I _ - I;j_ -., l; RK 1 TYP. p w i 1' I € ♦ �u ,d 24 MIN. ;` In U U s € i; a I._� . r E _ fr. t':• ' NA tOF. ,, ° , i;:: min `° COMPACT 6" OF SUB EXF'Wl°r nATE W31i2Otr sa a = . '7 SUBGRADE BASE COURSE l =..�� h` s, , 36' A a, j E NOTES: 0o a �� I•�4' I 1. JOINTS: CONCRETE---..... --2'-6"- 1 -0" a b 4 • SIDEWALK 4, -.SEE PLAN- 6" CURB -2�2,� 1 ANGLE ORIENTATION - CONSTRUCT CONTRACTION JOINTS AT 15 MAX. SPACING AND AT RAMPS. I ' FOR FIELD LAYOUT -- CONSTRUCT EXPANSION JOINTS AT 200' MAX. SPACING AT POINTS OF EXP. ID \ �, 3 TANGENCY AND AT ENDS OF EACH DRIVEWAY. TOP OF CURB--"<"-- ;•°' •• g'-0" I 12" 17 FLUSH WITH TOP - �► `�NOTE 1. . VAN zu.,<.,,,'.:E,,....1,,,,,,, _ 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. OF SIDEWALK "��a 6' MAX. 9' STD STALL VEHICULAR CONCRETE PAVEMENT SECTION + NOTES: 9' TYP. 6• (e VAN), TYP. 0 ♦' RAMP 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM . (U.N.O.) (U.N.D.) 8' COMPACT STALL SCALE: NTS aaeaee;aa•ea•°e•a•e DETECTABLE TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER I1--- .......-‘,-....-444.4. (SEE PLAN) 42'� �g::4Vge � WARNING 12" ADA SYMBOL AND "VAN" ff BLUE I"°° °.1°°° '• 2. STRIPING MATERIAL TO BE THERMAL PLASTIC OR OTHER BACKGROUND ACCESSIBLE TEXT SHALL #. (WHERE SHOWN HEAVY-DUTY MATERIAL THAT WILL HAVE RELATIVELY (OPTIONAL) 6"--/-R--A" LANDSCAPE . ON PLAN) LITTLE MAINTENANCE. OCCUR ONLY AT STALLS AREA 6 f� 3-2" SHOWN ON PLANS R-W BACKFILL TO CURB DIRECTIONAL ARROWS TYPICAL PARKING LAYOUT /TOP OF CURB EXP. / RADIUS. SCALE: NTS PAVEMENT ! V " JR- SEE PLAN SCALE: NTS E * ` "- 5.- C, �- v a } .,a •... " rrr ___I NOTES; 'µ�.`, S Q 6" CURB . ° ' :' ': 6" RADIUS ',7- i 4 WHITE J 1. STRIPING TD MEET TIGARD .• , , �,�. ` V EXP. DEVELOPMENT CODE CHAPTER 2 WIDE NOTES; ;' r4. � " 0 PLAN f STRIPE (TYP.) 4 OF SUBBASE CO STALL 18.765 1 WHITE BARS DEPTH VARIES- H-- 1. STRIPING TO BE THERMAL 9"- COURSE 0 N NOTES: PER PLAN PLASTIC OR PAINTED. ' .� ti • 2. STRIPING MATERIAL TO BE 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED d] THERMAL PLASTIC OR OTHER I; NOTES: FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y4" HEAVY-DUTY MATERIAL THAT 8' 2. STRIPING MATERIAL TO BE 1• CURB EXPOSURE 'E' = 6", TYP. VARY AS SHOWN ON PLANS OR AS DIRECTED. milia Et LONG BY Ki" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. WILL HAVE RELATIVELY UTILE ,' -� THERMAL PLASTIC OR OTHER THE GROOVES SHALL BE ) DEEP BY Y4" WIDE. COMPAC 1D" MAINTENANCE. HEAVY-DUTY MATERIAL THAT 2WELL HAVE RELATIVELY UTILE 2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT w -� F -3'I TYP. MAINTENANCE. EXPANSION JOINTS AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF CI) CURB RAMP - TYPE 3 PER PLAN EACH DRIVEWAY. co i- SCALE: NTS 8.0' MIN. 3. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE �-' W SHOWN OR AS DIRECTED. COMPACT STRIPING CROSSWALK STRIPING C = a' 84. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE AS0 m cD t• SCALE: NTS SCALE: NTS APPROVED BY THE ENGINEER. - CI C, .4- "CI CONCRETE CURB STANDARD Q c -TOP DIAMETER OF 50% ' �„ - 0 SCALE: NTS -el- 1.6.-2.4" -- 65% OF THE BASE - I`-12 �1 DIAMETER rr� -=- E M c 7 } D.2" r R= B" ~ RESERVED " d - CD 1.13•-2.4• ° ® �� * / \` PARKING -- SIGN NO. R7-8 - 6° -_12.� R=Y m OO ® OO I 18" PER MUTCD EXP. _rnii L.L 7 PAVEMENT I"''!I' € ® © © © f 1i_L R=1" _::ISI_..,1 I e 0.9-1.4" . °•2.096 J ° I!..4I MAX. _ I • WI t2" _�TC-TP OO © © ATTACH SIGN NO. �': Fi fi_P; i CONCRETE ANCHOR • • NOTE 1. !.• ,. • • 0.65" / .-- �, }II--411:- , �� ,�' MIN. ASSEMBLY (x) .- VAN R7-8P 4.��4,4vAr tN y,.J; �l- 'I 1 l<Pff k ao� V SECTION A 1 WHERE APPLICABLE , s, X{,34.4, �°."A�3." >''.1 <5 eto ;R,e. 's 1.. =.i... + ACCESSIBLE ',� �'°``:s" � ''<'° `r w d NOTES: -�• 111 SW Fifth Ave.,Supe 2500 ° \+�� 1. DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND DETAILS AND TO THE {a - z -' , z -- •`= €' € =T Portland,OR 972D4 CC I-0 -<- \: ►. FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE WARNING SHALL BE -NOTE 1 --,.r=-E1,,.i =-+I.I-i►, ;. I ;1:'v 'I i is 4 I a:503 227 3251 a ago°-e �+::� , 7` WHEELCHAIR -- (I;_ I 1 € L W i- € F:593.274.4681 °o° °°°°°° :°•° LOCATED SO THAT THE EDGE NEAREST THE CURB UNE OR OTHER POTENTIAL HAZARD IS 6ATTACH SIGN N0. I I p i.=i L's:,., . ___,_ €= °°° ° ° ° ° ° °� _ -: •, •:'77:. '...t i..._: :.... I ....,:E'..«..:3 --1 www koffCOm o°a0°aa°°oaa°°0 .° e°°°°a°°°p°°°o°a°°i4,,, TO 8 INCHES FROM THE CURB UNE OR OTHER POTENTIAL HAZARD. USER ONLY WHERE APPLICABLE p°°°°°°°°°°e°a°°°e°� °�o�o�o�°iga2,.a�o' COMPACTED BASE ADA DETECTABLE 2. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. - SUBGRADE MATERIAL o WARNING TILE in NOTES: .~ _- 43, 3, MANUFACTURER OF DETECTABLE WARNING: -�- 4 p ARMORCAST CAST IN PLACE DETECTABLE WARNING PANELS 1' Y ° " 1. 2" ID GALVANIZED STANDARD NOTES: J PH: (818) 982-3600 - ARMORCASTPROD.COM I' /1:.-.-7r--..1.-7••:-':. NOTE 2 STEEL PIPE WITH CLOSED TOP 1. CONCRETE SHALL BE 3000 PSI. 1:Ii :, Q Z xw x COLOR: SAFETY YELLOW i; 4 (ASTM A120-65). ti �0X w OR APPROVED EQUAL ---;.€ 2. INSTALL CONTRACTION AND EXPANSION JOINTS AT SPECIFIED DISTANCE. cNi N MAX. 6° i 2. 8" DIA. CONCRETE FILLED POST CONCRETE CURB - MOUNTABLE µd ADA LOADING SIGN 6 DETECTABLE WARNING HOLE. q, 10 ) SCALE: NTS ADA PARKING SIGN SCALE: NTS key plan 0 T 0_ SCALE: NTS Q -CURB AT BACK OF RAMP U LANDSCAPE AREA TO RETAIN GROUND TC=TP phase BID$ PERMIT SET „T -PAVEMENT J ;g$e0 ",i0 e.° TC=TP CONCRETE SECTION, PER aaaaaaa�°°e°- NOTE 1. O •:°8°0°o°o°a°°g9 SIDEWALK PLAN -REINFORCED CONCRETE _ ° °° - "6" CURB.} date February 9, 2018 " _ PAVEMENT SECTION, � �a �° y r EXp• 30' 1-1.5" SEE DETAIL 2/C6.0 6• revisions w �� ADA DETECTABLE : _ ..;I ` _ I � � I / Ct WARNING TILED x L.Cil I i Z NOTE 1. o , " ' o C + + g t`°� •� . 1 - •- - Ni .l `•8.3X �i ,� , B.3X K calx rl .: • �/'� % // �� ./� W '► o o°eoo ° °°000 \�`r ♦F 7 y.sid. S :�'''°k '•."J ry • • ..a . ..V.f;,,p7 70;007 _ r.♦ MAX. ° ove°aa°°°°°°°a° • MAX. -e.s'S: � � '.: +,•1 .'<%> ;• :!'"i'�yrw '>v< rr; ,.y4. •R. v_a� e° l'i.I/_.�/0/,f/��/i 1�� CO IG TP ♦ ��,,."> ,,- ` <� v sry ea"'�•<e s°s•' t` ;Sw7�r�i "�H' ;as e k' S " veva°°v°°°°°°a°ao r\ 1 .i A . 4. VI.';e'Sp �:4 ,s4 i i' S .+' K "d W ac -SEE PLAN-- ^O- ♦` °°°a°a•a°° • A,. ..A, .° °�'«a ° _ °a O O O .:. ,K.„..,.;-,-‘, .'i'r',,,�. ,�,'e' eF•�r 4`.. '0� ,�"'f 3 a _i GDNGRETE -` °°°°°a°°°e° °° a ...*\' '': � � . ....., l,••• .S' .' 1tij< • .::::41::- ,4' : ' � _:.. . .... . ........... °..°° °.:°.,°°�°a ti-. .. . .. _. .. I r ...L .i.... :... 1� ui�fv •ro*" •°:41„I. �w+"> ; ,� <.`�';°.F;i1' �`.°.� C_1 I f i-:•- t .P, ,;,;'a , p 4:,'.e`1' :-0� R ;.S`F. , f�•:.s1 :<? ,° •• lJ.l MAX. f l R f 1.......`) 1�.,. a. 'V+ .>� rt-----: �a` •t� '-'-'♦ =1- ;r?`-.t,`• :n - 'S °a SIDEWAY i �. E. ., .� '��" .��• �'�� •,. ` ° w MAX i ;I•'.......;-#'�.._ .I`..- -- - �� ,r� , -- r ..,� _. # _,..... _ 3 a co „..: Its... E i L ..ii __, I'�W Wim'•�. / Lu n fl ': • • a 6" CURB 6' MAX {4' MIN.} 6' MAX 6" CURB BASE COMPACTED BASE - I g EXP. RAMP 0" CURB EXP. RAMP EXP. COURSE SUBGRADE COURSE .01,;-,,!..,} 'tta LuNOTE 1. ADA DETECTABLE NOTES: - .g'` project# 16054 WARNING TILE iGl 1. CONSTRUCT JOINTS PER LANDSCAPE DRAWINGS. N NOTES: NOTES: 0 2. PROVIDE MEDIUM TO COARSE BROOM FINISH. 1. CONSTRUCT STANDARD CURB WITH TRUNCATED 1/2" CURB DETAILS Q 1. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED EXPOSURE. / "S..-- FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. EACH DIAMOND SHALL BE 1Y" CD LONG BY Xf" WIDE WITH THE LONG SEC11ON AXIS ORIENTED PERPENDICULAR TO THE CURB. 2. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% c) THE GROOVES SHALL BE Y" DEEP BY Y" WIDE. (\ TRANSITION ASPHALT TO CONCRETE UNLESS OTHERWISE SHOWN OR AS DIRECTED. f SCALE: NTS of 18 ACCESSIBLE PASSENGER LOADING ZONE CURB RAMP - TYPE 1 C 6 ■ 0 Q• z SCALE: NTS SCALE: NTS FLUSH CURB - D" EXPOSURE SCALE: NTS • J CALL CONSTRUCT TOP SIMILAR 1 MANHOLE FRAME AND GROUT FRAME, TYP_ CONCRETE COLLAR. TO STD. CLEANOUT COVER AS SPECIFIED 3000 PSI CONCRETE 'N\tt;1- STREELSMECUSTOMER guag FINISH GRADE NON-TRAFFIC (44'''''''''''''' '.....Th E. 2' ELL COPPER SLIP 13-11• m HEAVY DUTY 28" MIN CONFLICTS WITH CURB I OMI IN ON A �,_T},. Y_, a'_,a"-� '".-•-=t--..., ,,,I �- OR WHIR AREAS °�' !: ... _ 5Q. TRAFFIC GRATE. 2- TYPE K RIGID 2' ELL COPPER SUP 1---1 I ,a_- 6" MIN. RIM=PER PLAN #4 REBAR LOOP 2' ADAPTER COPPER COPPER TUBING (TYP) " I �-, » --__'.._'.-.A GRADE RINGS TYP SWEAT To MIPr I__ i ........_,..........._...-....... .a - MAX. 3" MIN. :-\ PAVEMENT 12" IRON BODY GATE 4"x3" REDUCER FLC w * ^"----•^^„,_ 12" MAX. VALVE WITH 2' 1-0' OPFRATNA Nllr �` ! r " 1 f. f II ii' it I _ 'ADAPTER COPPER 144,`, 3 } 1 II '•} I i €� ; 3'-a• t'-p - -- - - - -�1 Iuir�"tnlT�• SWEAT TO MIPT 4" PVC •. RESILIENT SEATED • 6" • • • .L .: ,:I . • 1 MIN° 3" GATE VALVE FLG l GATE VALVE. SIZE AS X25 .-\\ 2I. 1 r x z' SERVICE SADDLE 1 E 1 2" I is 4 _ � SHOWN ON PLANS. 36, u f i l :;a f 3I1' ,i "` I II. 0, Iffiirai is T,:; I /,; >a MIN. I L I it GI PIPE SIZE AS LADDER \.• 'l:I' ,Y IL t 1•.t a'- - I I • ``\ - SHOWN ON PLANS RUNGS, \r/� �l t•-- w•.' ,' I r w I `3" GATE VALVE MJ "I' "I r '` 2">, CLOSE BRASS -.i_.., W 12" OC, :/f - GREASE NIPPLE �____� ti 3' MEGALUC RETAINER GLAND 1L' TYP. lei 111 Y 4"x 2" SERVICE SADDLE - I > V PRECAST SECTIONS, .\/�• "; TRAP W/ II i�.. �_. .� _ \/'\,, It, HINGED LID ; 111111* � PIPE SIZE 4" MEGALUG RETAINER GLANu 4 F /3 \. ;�t r 1 ;A' PER PLAN ffifi ------ --- - ______(?.....J3" SPOOL FLG x PE 10 FT LG J ,e,............"- � HEIGHT VARIES. SEE `(\/, - Il;I SDR ATdH 8 GATE VALVE 4g' NOTE ,. , .11 .. � BL _,� 4" SPOOL FLG PE s Fr LG THIS END SCALE: NTS =::: �. % ^ (� E .` 1 1 \ L[ElLOY VAULT 676-WA--TVWD WETF4 SYRACUSE CHD-11AL PREFORMED MANHOLE BASE. \ E`: " "' \ ' PLAN OR BILCO JO-3AL DOOR AND A LADDER MEETING OSHA RUBBER�� . 24 \f' - IE PER /Out I I I:E E PLAN EXTERIOR TO BE SEALED WITH CRYSTAL SEAL 1 v SEE NOTE 2 - MIN l'E \: FINISH GRADE TO SLOPE OR APPROVED EQUAL GASKET i AWAY FROM VAULT LID FIRE HYDRANT . NATL STD. 2)¢'0 '' \/ t 't`' I :::...- • -NOTE 2 l 1 A.W.W.A. 0502 •_. HOSE :" NOTE 3 y' �;=,.wi 24._ -I-- 1 TYPE OR EQUAL. 1 REQUIRED . ..._ - � - " •�1I��SQl1ARE� ' I 3" Mlle MAIL 1 ¢ x �! I)� J ;TOT:: Dull Olson Weekes- IBI Group COMPRESSION r CONNECTION, 2 -... .... - DRAIN TO cuRB - �'?� �-- %►�t- APPROVED MFG_ wt 1 --.- / € ENGINEERED FILL THRUST BLOCK ` --- € `�`-- -- DRESSER 500 OR . • TTN. 4)�Z"$ STEAMER - r•••••-- -w-•..-... .--•>K 0 1_. _._......_ :�-,�_ •_- ` , ,, -' �.i,. Architects, Inc" 4'-1"YO SEE NOTE NO. 2 _ =_ '.I WATEROUS " " X- NOZZLE ... �r � ,,.• . -o i._ ...---� i :, '' J� + -I 1 _ J g..,,. 11; I]I . Milli "� Ij "".�IIIE T3 ' ♦'-9' I VALVE AN Y I .-. + HECK- ALVE II G PACER. • -T PER DETAIL 3 r+' *r. t. 7,_2. - t y III - S �� DISTANCE 6" GATE VALVE & ,Y ,•A yt .s :: sa :�° ; F X' BASE ROCK i ' p+r �,v ,•4',-`�r a 4 M y' '{.� . ` �:\r'. '*r I,\f. \ %, /, \'/.; r,°; �.\! 907 SW Stark Street Portland OR 97205 USA PER PLAN I VALVE BOX SPEC. ` Y.:s�: 'A�'+ ��: d.«, � �' / • fax 5032739192 tail I ! lel 503 226 6950 ligrNOTES www.dowa-ibigroup.[om www.ibigroup.wm CONCRETE BALLAST " " Z FLG. x FIG. SECTION SEE NOTE NO 2 �:•: 0.. „ - SET 2"-6 [1" 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ...1,4,41...! `''"." '' . ABOVE I /-AC OR NOTES: �a�..�isti;�•'��.��;_•' FINISH I co � GRADE LANDSCAPE 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH •• BASE DETAIL 5/C6.1. CONTRACTORS COMPACTION EQUIPMENT. �+�yr ST'�u}.�: 2"0 STD GALV PIPE n.: ,--"'") POST . EACH AREA IS 7Z OF Y4" PLYWOOD - TABULATED TOTAL OVER FACE OF GALV U-BOLT WITH AREA BOLTS III\ NUTS � :,r „.: Yet, FACE \\\ _....9 (2 PER SIGN) WEI WHITE LkI I N RED_ PARKING SIGNr ON RED0 I I BACKGROUND I f____...---RED LETTERING SECTION TEE PLUGGED CROSS WYE PLUG OR CAP BACKGROUND ill4 FIRE r-/- -\-1 ';' ,,.:n§:, _,,- ,,,-. ) r ,,,, . 1 w [ r -1 )] . BEND PLUGGED CROSS TEE f`BL WHILEETTERING I \L 1/ j \L _1/ i 11 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. BACKGROUND " 4 1 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. Owi I B I 1 I 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN �� J ENCIRCLED ON THE PLAN; e.g. INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. ARROW TO DESIGNATE LEFT, RIGHT OR BOTH NOTE 1� 7' ' Dull Olson Weekes-IBI Group 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS Architects, Inc. INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST SIGN POST - SEEIV NOTE 1 PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS (ES) STATED IN THE NOTES; SPECIAL SPECIFICATIONS. 1. SIGNS TO BE PLACED ALONG "FIRE LANE" PAINTED CURB. I SIDEWALK 1 o -I 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE CONFIRM SPACING WITH FIRE MARSHAL. ! - !' www,dowe ibigroup.cam www.ibigroup.com PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS l f 1; R j,-`°I "'I 1 7:7 STANDARD DETAIL. 11 + I. 1.+ • BEARING AREA OF THRUST BLOCK IN SQUARE FOOT FIRE LANE SIGN •:4H•.=:.1NOTE 2 •- '�'_�i NOTE 2 i�..'' 17:7 SCALE: NTS , _I;r. 1 ...:'I . r J TEE !;_ _:; J I:.._: PLUGGED 6" B• _ ON RUN TYPE A- LANDSCAPE TYPE B- SIDEWALK ��REO PROFESS TEE. 90' �`, WYE, BEND 4'' ��'Gt�EF.p0y 79701PE ."1.:- NOTES: FITTIEG PRLUG, PLUGGEDC45' 22)x' 11Y4 1. 2" ID GALVANIZED STANDARD STEEL PIPE WITH CLOSED �`'-- 51ZE OR CAP CROSS Al A2 BEND BEND BEND 12" I TOP (ASTM A120-65). 4 1.0 1.4 1.9 1.4 1.0 I OREGON 6 2.1 3.0 4.3 3.0 1.6 1.0 _.....__.. .'. "' ' III 2. 8" DIA. CONCRETE FILLED POST HOLE. � �n 20 I 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 ... �G(NARK dE�� 'i I 10 5.9 8.4 11.8 8.4 4.6 2.4 1.2 SIGN POST EXPIRATION DATE:uArE: ans NOTE •s" INTERNATIONAL SCALE: NTS SYMBOL OF ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i. AND AN ( ,-- 1 ACCESSIBILITY ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.i.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOWING ;,,,, EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). 1ti" PASSENGER S THRUST BLOCK SCALE: NTS LOADING ONE ,____,BAING CKGROUND m:::.:....... ... ........_.............::: SIGN POST - SEE CVU -4-• o ci) ACCESSIBLE PASSENGER 1 0 ® LOADING ZONE SIGN U cc SCALE: NTS PEDESTRIAN CROSSING SIGN Cl) o SCALE: NTS C) zL E }. _a 2 asR W co d) ' - 30" - 12" - 0 = 8' " RESERVED .... �. PARKING co CD o Ce a � NOT � � � DISTRIC ON WHITETIERING --SIGN NO. RS-1 BACKGROUND PER MU TCD VEHICLES lq:iff ENTER ONLY 111 SW Fifth Ave.,Suite 2500 Portland,OR 47204 \r rrl 0:503.227-3251 F:503,274.4681 l J www,koff.cPm ARROW TO DESIGNATE LEFT, RIGHT OR BOTH Alai SIGN POST - SE Q SIGN POST - SEE Witi NW _i ® DO NOT ENTER SIGN DISTRICT PARKING ONLY ZONE SIGN SCALE: NTS SCALE: NTS cj COCO Okey plan J Q phase 1 BID& PERMIT SET U J Q WHITE LEON R ED pARKING ON RED0 date February 9, 2018 C.3 BACKGROUND c!3 f____.-------RED LLIILRING revisions ON WHITE re re BACKGROUND I W PARENT I 2 b w DROP-OFF 'BLACK LETTERING I- ON WHITE Lu LANE BACKGROUND I J LLIw project# 16054 � ARROW TO DESIGNATE LEFT, RIGHT OR BOTH DETAILS M rnc� A¢r SIGN POST - SEE llik N-,- C6.2 MCN �� 4 PARENT DROP-OFF LANE SIGN C6 • 2 NZ SCALE: NTS tit 44\ FRAME AND COVER • '-,, �" ' , r, ::.:..::. _ , . -1'"�`SIMILAR TO STD. �', . CLEANOUT DETAIL GROUT FRAME, TYP. g a i ��y `__,,,3 _ MANHOLE FRAME AND "::.,,'''. .:c.:,•. . •I ;'. COVER AS SPECIFIED f FINISH GRADE Alit rim, C,... ., t , ANO: • : ! 3 a. i " " /-10 THICK PRECASTAM ..,__ , 39" ... ._ ..... >' ,:.- ,1,...2..111„..„,L,,,,,,,, CONCRETE SLAB `<. w.r ; `< 26" ;.,,. .r. :,:.- ..r. .............._,.... �•-�•_ - ,\ 1i ! 1 INLET FRAME w::::::. EXTENDABLE MAX. •` I•.. �` ._. .,, .,.._ i • ,'N ifl,,,. .._'i�I^-& GRATING BACKWATER PROVIDE UFT HANDLE 1' MIN, VALVE j , 1" DIA. ROD 111 36" € TOP RUNG ••---2_" - -- f - , :ar, t PRECAST SECTIONS, g k /'�-HEIGHT VARIES. SEE IL: y €,? „- PIPE FLOW ii, `\ I ) FLOW RUNGS, w DIA. ` •✓ NOTE 1. OUTLET ---► i` I I :�; 12' OC, PLAN PLAN °°°° is L J ?•` TYP. v J: i v OVERFLOW RIM PER FINISH GRADE NOTES; ''..';.,,:..,..a:11 IE=245.0 1. EXTENDABLE BACKWATER VALVE TO BE MANUFACTURED BY CLEAN CHECK OR S/S PIPE COLLARS (MIN. PLAN i APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S IE=243.8 �-2" " i h � ` i • y�� RECOMMENDATIONS. PREFORMED �, -----7•.- ✓ ` IMIDE) WITH }¢ S/S BOLT, TYP. } • t i : �: a TI , i""":'. iti EXTENDABLE BACKWATER VALVE RUBBER r w•- MIN of 2 STRAPS 16.5 _ FLOW .' `.'r=GASKET ,,. t I .► '° 1;;\ i a 12* DIA. I z , „..L.::::,....>.. '„ ,: SCALE: NTS FABRICATED SOLID WALL Y • f.,:., HDPE TEE PER : ,J` i „ " �'r' � o NOTE 2 • � •�• `"� • �� Dull Olson Weekes-!BI Group !� PIPE Architects,Inc. ASTM D-1248 SDR 26 �� I , I-,-.. '•�_ ,,••••1•:-L.1",71.-•: 8 DIA. '_' � `; i OUTLET. 7. ORIFICE A;;. r;. I `;. :,'" 6 24' 6'. SIZE PER NOTE 3 ADJUSTABLE LOCK HOOK a� FRAME AND 4 r t MANHOLECOVER AS SPECIFIED GRADE RING AS , _ � NOTE 1 1., • ,,,`w „r_• '• PLAN i WITH LOCK SCREW - I �' ` : ' 17:7 REQUIRED , ' 1" DIA. ROD > 1 _: IE PER 97205 USA X75032 s 950 et Portland fax 5032739192 GROUT FRAME 12" ' 12• ENGINEERED--�_ ; 'OR TUBING .• r__. T_, PLAN www.dowa-ibigroup.com www.ibigroup.com :„.......-(2) #5 HOOPS ,DIA. 1 `' IE OUT=242.0 MIN-±, j}DIA. UFT HANDLE ! FlLL `3 .-'f . N I i:::' IE IN-242.0 tt �,a,_�.,, } HMEN P � ''''."'...!:.s;;4; r''., :'''';'•4..'*.': #5 REBAR ` ' o ::';,< .°• .r.„, •. ',,::fin%,_..,!,•p tri;i:s: \,>• � BASE R,, s= $`"'{,- _ ,-. . • LL SID :` _`'._ � � 6. TYP >� • �-� a '- MAX. !!!4::''71 THICK PRECAST SD PIPE FROM I UFT HANDLE (A ES) MATERIAL 36" '�.::::' !_ ' DETENTION FACILITY "• _ • FRONT SECTION �•� tcj PROP( 6. J - TOP RUNG ;� ;; CONCRETE SLAB a MAX. RUNGS AT . ;"::� :F. PREFORMED RUBBER 8" ALUMINUM SHEAR �8 i H E� Oy I• 12' O.C. ..................;_,,.. GASKET GATE MANUFACTURED `'"' w BOTTOM ?'' ' t ✓. .. � 79701P`E �� • <;/'.''`'r BY OLYMPIC FOUNDRY RESTRICTOR PLATE 12 MIN. I>s12. MIN. WITH 0.75 DIA. ORIFICE Li' RISER 12 :t .: INC., OR APPROVED " NOTES, MIN >; • EQUAL, TO BE a M 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH OREGON rr ,/ WATERTIGHT IN PLACE. CONTRACTORS COMPACTION EQUIPMENT. �a �� ENGINEERED "_'"`'V` MAXIMUM OPENING p 1.a to q FILL . • "" 2. CONCRETE BASIN TO BE 3000 PSI. 'O�MARIC©E�� `:' \; N -.1 " HOLES ON 10 . t.•�� . �"":` BOLT CIRCLE I >x�anno�vn�7E: £' _ d.; 12" MIN. . .:i<k <, 4,A =A. „'•A• a•_ ,w DRAIN Y., .• `:: ill SCALE: NTS 'Y ;..•,. 6 BASE ROCK • ta'NC RO K SECTIONCill.*: °: -11 CC5) 12" ENGINEERED �" I.D. CLOSED ADJUSTABLE LOCK HOOK -1L- FILL oL FILLNOTES: WITH LOCK SCREW NOTES: 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. FRONT SIDE 1" DIA. ROD-•'‘, 1. USE FLANGE OR THREADED FITTINGS. SHEAR GATE DETAILS OR TUBING 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE 2. AUTOMATIC BALL DRIP VALVE, TO BE 30" MIN. BELOW FINISH GRADE. LOCATE DETAILS. .i UFT HANDLE DRIP VALVE AND BOX AT LOW POINT OF FDC UNE. �� ATTACHMENT 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT o- 3. VALVE BOX TO BE 48"O MANHOLE WITH OPEN BOTTOM INSTALLED ON COMPACTED WITHIN 18" OF MANHOLE VAULT. �`� O� DRAIN ROCK. : t 6 CHECK VALVE WITH BALL DRIP VALVE AND BOX it ;1Y (') _; LIFT HANDLE SCALE: NTS FLOW CONTROL MANHOLE - B r el SCALE: NTS • .4....1 ))) <,, - I 0 (/) MAXIMUM OPENING 0 -li" HOLES ON 10 " ..=PLAN �.., BOLT CIRCLE V (n C 0(„:„..6. itli .g:: f..., CLOSED W = FRONT SIDE E ;�, , SHEAR GATE DETAILS CD CO • GROUT FRAME. TYP. W 6 CD MANHOLE FRAME AND--\1/4 = pSPECIFIED /` GRADE D o N.. COVER AS FINISH -0 ,0. 1' FREEBOARD 1 £» : t > DITCH INLET 26" 12 18 CO THICKTSLABPREBAST Q. �d "I'.., CONCRETE s•- t ..-. _., ... .:..,. ,._ ., -.. .,,_.,., .,-, .- _„_. . __. _ �,. ...._ -,,,,,.,,., -_,.* ..._,_- -,_,,,._ ..,,,... ..,,,,,.,. ,,, ,,,,,,,,,, ............ ,,,,..._. _,.,._. _,_,.,_, ...,..,,-, .,.,,,,.,•. .,_,,,.. ..._.... .._..-,_,. -_ coc..-6.. „..-6..7 i�� gar • - Cr) MAX WATER SURFACE 251.0 .....,_,,..,,,_ .., ,�,,.._.. ,, .. .. J cC) o MAX. - -_-•' •._ _., .__,, „_ „__,.__,. ._. .._,,_...._-.___.-.. ,__,-.,,._.__W_W,,.,.,. _.__,._,....._ „__,.,_.,_,_ .. ..._..,,_„_ _,. ..,-___,._., ,...,., ,. a PROVIDE UFT HANDLE Q? .•••••••• cC+ 3v -----....11 TOP OF BERM 3 \ \�\.� .., .,< .a; •°<�•,.:.`' " 1" DIA. ROD tG .:.: .t.: ELEV=249.5 11_...-•--- \ �'" FOREBAY ,*`':,., TOP RUNG ----2 " fi �,.. 2 z :tet:: PRECAST SECTIONS, ©1 RIM=24$.4 LADDER 60" HEIGHT VARIES. SEE IE=248.0 j BOTTOMLEV=248.0 U DIA NOTE 1. .‘ 11 ` RUNGS, �.�u" % ":' TO FLOWMANHOLE A OC' CONTROL � 'cif TYP. V.,,..,._._.,._._.._,., i .r OVERFLOW ,'. �•` •�,. :�. ,,�,;. .�:':;'�? ,:.•:<. IE 250.5 '..' --'` j`,-.)%. '< \>\,'\ ��;n;;'• S/S PIPE COLLARS (MIN. RIPRAP OUTLET :. ;t � f�;`�`y` 12" TOPSOIL IE=250.2 PROTECTION, SEE 6 �J.<.r.. .' • . PREFORMED K: 2" WIDE) WITH J�" S/S BOLT, TYP. 111 SW Fifth Ave.,Suite 2500 "' `'" :F"' MIN. OF 2 STRAPS Portland,OR 97204 IIEV RUBBER , o:so .2v.32s1 GASKET F:503,274,4681 NOTES: _ r 12" DIA. www.*a>Fcom 1. REFER TO LANDSCAPE PLANS FOR PLANTINGS. •''" " FABRICATED SOLID WALL " 1v HOPE TEE PER cp POND A 9 DIA' N 0-1248 1248 SDR 26 ORIFICE °'` ''1 • CI CV 1_?DIA. I r;•,k;;s;t -•= F; ' 12" I i 18 :€ c� IE IN=248.0 i\r I 1 _ MIN 1 } 12" DIA. ca IE OUT-248. r rx ; 3 _L: f r.. ............. -'---- \.,": - _ key plan J '4 • r a Qo 1' FREEBOARD SD PIPE FROM • phase BID PERMIT SET DETENTION FACILITY $- DITCH INLET / -di i ..- 8" ALUMINUM SHEAR I MAX WATER SURFACE 245 GATE MANUFACTURED °'\' 'a _ �,.,, .. _... :::_.,, .,��. _,,. ...-... _.,_.,_..,_.. _ _... .,. ,._.-,_.,. .._..,M _.,_ _,... _.,._., ,...__.., _.._., ., -,, ,,,,,,,,,,,,, .y;..,e.•.., ,. ,.: \- RESTRICTOR PLATE _.,.. 3 -.,.i:,;1 .\, .R57.: BY OLYMPIC FOUNDRY at February 9,2018 o 7"--.---.11 TOP OF BERM 3 \k. '�` `<\'`'''''< '`'• `\:. INC., OR APPROVED WITH 0.688" DIA. ORIFICE ELEV=243.5 1® _ WATERTIGT •PLACE •`' revisions EQUAL. TO BE QD = FOREBAY 2 e::C , :<:.;: RIM=242.4 Z BOTTOM ELEV=242.0 • lE=242.0' _` d1 ......7.7.,....._,L___i,• W I "" TO FLOW CONTROL MANHOLE B w \' : ` .. s'. ..• C6.3 Iii \J . ,ti: . \ �'>r • -..:.•....:;\,,-•-,,\N„,-;.•--:'- -s;s> •,-. e: :°'�.at; °� • � °' ;; ;. Z RIPRAP OUTLET ':'J .�\., ,';,.��• �:, ;; . 12" TOPSOIL ,,:-.4.,...:‘,,,.:,,,,,....-.,..;::'z,` "2, >4\:,.pz;;• �;<�<, < w >r � _,,� 6 BASE ROCK O PROTECTION, SEE 6 :<.':.,�,,72: .i hI J SECTION I a. w NOTES:. REFER TO LANDSCAPE PLANS FOR PLANTINGS. NOTES; project#1 16054 1. ALL PRECAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. r an POND B 2. MANHOLE BASE MAY BE PRECAST OR CAST IN PLACE. SEE STANDARD MANHOLE BASE DETAILS CD 2 DETAILS. �,"' oEFS 3. ALL CONNECTING PIPES SHALL HAVE FLEXIBLE, GASKETED AND UNRESTRAINED JOINT ing WITHIN 18" OF MANHOLE VAULT. o0- EXTENDED DRY BASINS FLOW CONTROL MANHOLE - AC6 • 3 coz SCALE: NTS _:) SCALE: NTS _ _ gam_ -T (ts'avA"''''' LI ..--""1\ ! V‘,, W- -•••,,,i'94,4A- ‘ liiiiii,iY NMI -,,*. .. -,- ***:-.1 't -.4., f'' VIV• 0 CITY WATER DEPT STANDARDS PLUMBING CODE vo..............41Ve, it Il ‘r.' .. S6•:. !... A THRUST BLOCK OTY APPROVED I 11 A . ...a -, ..\ BACKFLOW DEVICE I "—FLANGE COUPLING Tzt.1 . RETAINER GLAND-\\\1\n, - / ADAPTOR P., (0.) .." ia", Cc; t*.• I II • II • • I • FLAJ --t ____ • Mi 'A‘'' et . MEGA FLO L...... . Ie._ 1.:10.7.;otzek, i,kimart7r4vii.,ri, 1 12t: IN OR EQUAL --.' ft_ t 6. , ...... 1,,...i CONTRACTOR TO SEAL ALL MIN- OSHA APPROVED LADDER ', 24 PIN OPENINGS IN VAULT WITH .( L.... .. ...1 WITH ALUMINUM LADDER NONBSHRINK IGROUT PRIOR ailia: 1 ik, ACKFILLNG ''''.--*-- titiehill2042 INT . *UV' 1..*111* Iir TO IRR€CATION Dull Olson Weekes-I131 Group VAULT '..,....k .... ' Architects,Inc. ... . PLAN k.,,,,' • I 3" MIN, 6" MAX- TO RESIDENCE -.„, • • • 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 - DRAIN TO CURB OR www.dowa-ibigroup.corn www.ibigroup.com GROUND UNEPLAN DAYLIGHT ME TER BOX DOULE CHECK MIWWWOM I 11 • 1 1 . i --.' : 3 MIN CLEARANCE 1 ON OPENED \\. VALVE ASSEMBLY 1----" " -------4' OS&Y VALVE AI,1,411‘ \,k MEGA FLO OR EQUAL I _ :„.... ":11167:...m.. i:air-1.:,--ii•,,,,,, . I - !.. , , -,,,),,,,, ,NUNt CHECK VALVE •I‘ 'W, RETAINER GLAND ,... alit . ,..,,,„ im magi oak_ '..IL ' _ . 4 --" 79701PE 4 r.- CONTRACTOR TO INSTALL anklmow-WIWI . • ' ,Ilt I 4 „.., CONCRETE BALLAST 3 CU. YD. t_i'7- -:,vfiANDON , SCREEN 6" , MIN, WHERE FLOODING OR d' 1 R95„,s/AND,.. . IL( , , i .• •.7, OREGON `471_,Ardiart.144416.?-744,11,Alit.e.:14/4 00 41.10 1.104‘ g ssle T, 1 \'',ORAIN TO DAYLIGHT OR 14 UNION EACH SIDE r'4 ,1'?tr.,Z.,011 .r.torio „-4.404.4.14.4. NOT TO EXCEED 4th cSi‘ \ INSTALL SUMP PUMP / —4 NARK t- ,. 24' DEPTH ELEVATION CONTACT CITY FOR PUMP SPECIFICATIONS CRUSHED ROCK BASE--" ELEVATION J EoRA11ON uArt: 12/31/3019 DOUBLE CHECK VALVE ASSEMBLY 12" MIN INSTALLATION SHO M IS ONLY A SUGGESTION, 11111JTY VAULT la ELC.0 Woe 24" MAX 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. SIZE OR 'EQUAL OR *EOL/Al. FLOOR TO BOTTOM .1 60-0,0vA 4-5A4. OR DEVICE 2. CRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST 4 677—WA , 4-5AL COCKS IF BELOW GROUND INSTALLATION. 6 ff7e—WA 4-5AL r"'*.a‘...."'Ef17--WA ' JD-3AL j 10 0106—LA JO-3At. l 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS *(xl'Y E1MREER APPROVED EQUAL FOR INSTALLATION. APRwow0 svl OR -al.1sW4. ern"OF TM%AO NO SCALE ..z.:it....... L.Try ot"rto,..uto NO SCALE , ..2.f.::-..z Y1KEKXIN THEODORE S. KYLE, RI. ' 't'.',Ar." 5,82,ciCri THEODORE 3, KYLE. P,E, IRRIGATION DOUBLE DOUBLE CHECK . ENORNERSONG DIVIMON ari EWeinat IMO. NO. art MGM* DWG. NO: J 1 ' $ -: otour_.1woltiOrtkokittmt_.....r '.1 i.,.? VIA14.1;:SVItitic 311.PAIMONT ,,,,•., ::,;,:i WS SIP.HAVA.V.Vik• CHECK ASSEMBLY 531 ,4-,...-„,--...,,,,;,-m lionwororw quo AktitARY 201I -....4-...-z-,Aw. TroAttu.moot*.Ilte JANUARY 2011 VALVE ASSEMBLY 532 ,. , ,,. .,.. .„,,,..„.,m,„...... wiamit ....,..)04-1171 i.W..1W,:z4,20 /ERN,OW)i&I,LVO OMR&ORR .4~9 •.•,-,.".:..":•‘',;'.",‘,. r.4.X...,fR11,04.71R7 19.PROWL ROE . ..m.......m....... 0 • 1.••• 0 CI) 0 ••.m.• ••C DOUBLE CHECK IRRIGATION DOUBLE 0 — VALVE ASSEMBLY CHECK ASSEMBLY Cl) Cs 0 ce) el SCALE: NTS 11:111 SCALE: NTS ulI Co O ° vimea.et CL C lad 0 4:1) C ETert a) cz i— ....... _Fri ,. 2.) 2 . .... ...... „:„. ., 1... z..--) (17,--) .„,, ..,,, .— to Lo to 1... 1.--- ER 1 :if 111 SW Fifth Ave.,Suite 2500 Portend,OR 97204 0:503.227.3251 9:503.274.4681 www.knfitcom CD g 0 Nt. " co) co .‘g key plan 0 -.I 1 1111 • CI- o phase I BID&PERMIT SET A I o o date 1 February 9,2018 = c.) u? revisions! ›- ct < 1-- z w w ...., LY z o 1--• w ..., a_ m w project# 16054 f-- DETAILS ---- Vil cegirs C.1 R coer: El. c4 al i7 :1-- ---:-.-I--- - - - 11111 ii II I I U Irak EROSIO \I A \1D SEDIME \IT CO \ITROL PLA \IS ,,,,,0 , _ 1 THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. This ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. NI BMP MATRIX OWNER NARRATIVE DESCRIPTIONS FOR CONSTRUCTION PHASES TIGARD-TU ALA TIN DISTRICT EXISTING SITE CONDITONS k CONTACT: DAVID MOORE Lip REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE UST OF AVAILABLE BMP'S 4 6960 SW SANDBURG STREET TIGARD, OREGON 97233 ELEMENTARY SCHOOL, MIDDLE SCHOOL AND BALL FIELDS MASS UTIUTY STREET FINAL WET WEATHER PHONE: 503-431-4016 GRADING INSTALL. CONSTR. STABILIZATION (10.1-5.31) DEVELOPED CONDITIONS CLEARING PHASE 1: ELEMENTARY SCHOOL, PRE--K SCHOOL, BIQBAGS ARCHITECT DISTRICT OFFICES WITH ASSOCIATED PARKING, AND BALL CHECK DAMS X X X X FIELDS. CONCRETE TRUCK WASHOUT X X DULL IBI GROUP ARCHITECTS INC. PHASE 2: REDEVELOPMENT OF MIDDLE SCHOOL. CONTACCT:T: REBECCA GRANT 11 I CONSTRUCTION ENTRANCE **X X X X 907 SW STARK STREET Jtt I DEWATERING (FROM SEDIMENT POND) X X X PORTLAND, OREGON 97205 NATURE OF CONSTRUCTION ACTIVITY AND �( DRAINAGE SWALES X x X X X / ESTIMATED TIME TABLE IL_____, DUST CONTROL X X X X EARTH DIKES X X X X X /./� PHONE: 503-226-6950 PHASE 1 TIME TABLE: ENERGY DISSIPATERS X x PHASE ENGINEER * DEMOLITION Dull Olson Weekes-IBI Group EFL COBLANKETS & MATS X X . ,,. Y r JUNE - AUGUST 2018 Architects, Inc. KPFF CONSULTING ENGINEERS ( ) ,� CONTACT: PAUL DEDYO, PE * CLEARING X X 111 SW FIFTH AVENUE, SUITE 2500 GRADINGJUNE - AUGUST 2018) INLET PROTECTION X X * MASS PORTLAND, OREGON 97204907 SW Stark Street Portland OR 97205 USA MULCHES X X PHONE 503-542-3859 (SEPTEMBER 2018 - AUGUST 2019) tel 503 226 6950 fax 503 273 9192 E-MAIL: Paul.DedyaCkpftcorn * UTILITY INSTALLATION www.dowa-ibigroup.corn www.ibigraup,corn ORANGE CONSTRUCTION FENCING X X X (SEPTEMBER 2018 - AUGUST 2019) OUTLET PROTECTION X X X X X X * STREET CONSTRUCTION PERMANENT SEEDING AND PLANTING X (SEPTEMBER 2018 - AUGUST 2019) PLASTIC SHEETING X X PROJECT LOCATION * FINAL STABILIZATION PRESERVE EXISTING VEGETATION **X X X X X X PROJECT SITE (SEPTEMBER 2018 - AUGUST 2019) J SEDIMENT FENCING **X X X X X PROPERTY TO THE EAST OF THE INTERSECTION OF SEDIMENT POND X X X SW 97TH ST AND SW MURDOCK ST IN TIGARD, OR. PHASE 2 TIME TABLE: p PROF TBD. (TO BEGIN SEPTEMBER 2019) FKE £SS SODDING X LATITUDE = 45.4124 NORTH r.,5 ,GIN E4 �Oy STORM DRAIN INLET PROTECTION X X LONGITUDE = 122.7737 WEST TOTAL SITE AREA 4' 79701FE ? -; STRAW WATTLES (OR OTHER MATERIALS) X x x x PHASE 1: 548,860 SF = 12.6 ACRES TEMPORARY DIVERSION DIKES PHASE 2: 678,079 SF = 15.6 ACRES '�~�� TEMPORARY OR PERMANENT X X X X OREGON SEDIMENTATION BASINS TOTAL DISTURBED AREA "9, III f1 10', TEMPORARY SEEDING AND PLANTING x X PROPERTY DESCRIPTION PHASE 1: 513,959 SF = 11.8 ACRES �'1SARK0.°1 TREATMENT SYSTEM PHASE 2: TBD. : TRIANGULAR SILT DIKE X X X X PHASE 1: TEMPLETON ELEMENTARY, TAXLOT 2901 I onrnnonunnaway I UNPAVED ROADS GRAVELED OR OTHER X X X X X *", , PHASE 2: TWAUTY MIDDLE SCHOOL, TAXLOT 2700 SITE SOIL CLASSIFICATION: BMP ON THE ROAD - VEGETATIVE FILTER STRIPS X X 41tal: TAXMAP 1S 1 11AC Li., CORNELIUS AND KINTON SILT LOAMS, 2-7 PERCENT SW 1/4 NE 1/4 SECTION 11 T2S R1 W WILLAMETTE SLOPE ** = SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. MEDIAN WASHINGTON COUNTY, OREGON - WOODBURN SILT LOAM, 2-7 PERCENT SLOPE - ALOHA SILT LOAM, 2-7 PERCENT SLOPE RATIONALE STATEMENT VICINITY MAP HYDROLOGIC SOIL GROUP C, MODERATE EROSION POTENTIAL AND A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL HAS SCALE: 1" = 500' SITE NOTES HYDROLOGIC SOIL GROUP D, HIGH EROSION POTENTIAL BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT 1. THE PROPERTY IS NOT LOCATED IN A MAPPED RECEIVING WATER BODIES: BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND FLOOD PLAIN. OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. 2. THERE ARE NO SPRINGS OR WETLANDS LOCATED THE ENURE PROJECT IS IN TIGARD AND SLOPES FROM ON THE PROPERTY. THE NORTHWEST TO THE SOUTHEAST. THE DRAINAGE FROM THE SITE ENTERS THE CITY OF TIGARD'S STORM INITIAL 3. THERE ARE NO DRINKING WATER SOURCE AREAS SYSTEM AND ULTIMATELY FLOWS TO FANNO CREEK. ON OR NEAR THE PROPERTY. ,;...a iM • p Cr) III y � ;� INSPECTION FREQUENCY v l•f r .:'.../ -::q ff� 1,',4,-;/ 1�/w 'r ! 0CO r - { •: g SITE CONDITIONS MINIMUM FREQUENCY 0 M .' 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING ti .... � RUNOFF FROM SNOWMELT, IS OCCURRING. .R �� i �� __ � . �`f .J i ,-i-.., ..n `-',�-,� •fix � „/.... .-.�� s� ��", - - "" f k •Y`: .' ' 7 / */ ^" , �j' AT LEAST ONCE EVERY 14 DAYS. REGARDLESS Et / OF WHETHER STORMWAIER RUNOFF IS � �CD � l F 3 w, .. ‘„?:"!:__7 / � ,�_ mil ,.��, ./ \ � � �'' OCCURRING. ( �, ;�, '; 6 I / 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND IN, .A, r. i I / a /fid E { `' C IN ANTICIPATION OF SITE INACCESSIBILITY. SEDIMENT CONTROL MEASURES ARE IN ;� mlW r . WORKING ORDER. ANY NECESSARY a) co 1- MAINTENANCE AND REPAIR MUST BE MADE l 4 t -,,,--/ / a - / / / i' ::),; ,,, 6 ,F r • 1 ,/ / / ' , / • /' ,y PRIOR TO LEAVING THE SITE. W c V (15 I,. �� / / r r ./ 7f / / 3. INACTIVE PERIODS GREATER THAN ONCE EVERY MONTH. 0) / n I , /' / `/ / / / FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. = CD ti y `? I }, ` / fI �' 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR ,,,0 'o p �p ' ' / % ' / / ' INACCESSIBLE DUE TO INCLEMENT WEATHER. DAILY AT A RELEVANT AND ACCESSIBLE d 1 . ...;,..41,.., //' / ``' / r/. / / !,` /+ „AO/ DISCHARGE POINT OR DOWNSTREAM LOCATION. �. (f) c 7 (-7 "' � / . ■ PHASE 2 ' p / �,;, {� / \ :.- / • I f� / 5. PERIODS DURING WHICH DISCHARGE IS MONTHLY. RESUME MONITORING IMMEDIATELY LZ /`I,,,�.` i / / �/ / / op / / UNLIKELY DUE TO FROZEN CONDITIONS. UPON MELT, OR WHEN WEATHER CONDITIONS E C/) . / ' ,f °' `' !f ! / MAKE DISCHARGES LIKELY. .� M c? ', _ O O 4 rn y // f / { / r • lr. / / :417' ( s. r / ,. * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT W •-% ' 11 4 ,. ,. / / / �.` / � ; INCLUDES THE INSPECTOR. TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND / CONSTRUCTION LIMITS o '^7 _ / ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT I I 4/' '' :/ f J / �, = � / µ REQUIREMENTS. / ' / / 1q3fif ill I ` ' ///// f// / / .._ / a. r i * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT /' $, REQUIREMENTS. III 1 • / `'/} / f * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON 111 SW Fifth Are.,suite zsoo � ' -.. .y.-T,,./i, �'r " �' :. REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF pomerhAye., 7zte .r ., ", ,-,,,,,y.,.,:),„ / /% / ` / O:503.227.3251 1s€tlll3l; "_ ' / GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE F.503.274.4681 a 0,,,,,,,..„5„. u 7/ s " `•F.)< • -1.:1-::-., / ..3...„ ' / CONSTRUCTION SITE OR AT ANOTHER LOCATION. www.kv/t com — w - •: ATTENTION EXCAVATORS A O 'I:. '•' • •� 1 (- .1 \ ; \ OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED 8Y THE OREGON UTILITY NOTIFICATION U I I F.__„ 1 1 /� i�,F CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU a. '/ MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503--232-1987. IF YOU HAVE 0 1 I 1 ! t__ 1 I• ....i t t t ; OD N #s PRE-K/DISTRICT i. I._ _ ..., ,. I ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER ti ‘ ` I I SIIILDING }` '�� • (� \ c .. AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. r.,• MURDOCK ST. PERMITEE'S SITE INSPECTOR 0O =€I,€Mlit _ d-4r °'` `• {t �� • 1 ,}g NAME: TBD k e y 17 I a n 0_ r9 • C��J ,.." 0 . COMPANY/AGENCY: o 16,,,i ¢£. 0 1� `\ ,y PHONE: ' phaseBID& PERMIT SET U :.,-/ Fax: — .. _' E-MAIL _ �, ,_` l " ry + DESCRIPTION OF EXPERIENCE: I— — — a°� t• ..: date February 9, 2018 m al"? tg, — revisions rr� TEMPLETON ELEMENTARY , I. ' SCHOOL , Z I "" �'� ii Lu i ® �;t .„ vs, SHEET INDEX SHEET SHEET \ i .N SHEET DESCRIPTION /— — — 4 1E' ] *l ws,,"� • 0. - NO. TITLE LU k-1 I : # 16054 � ':•.� _�' br, , '* .., � � � I 1 C7.0 ESCP COVER SHEET project r4. Lo iin -655680* o�' ESCP COVER SHEET hr:" rrr*i�rr*711 a wrrt+ „F 2 C7.1 ESCP NOTES • �} ---'. ` ^ r �* � 3 C7.2 ESCP EXISTING CONDITIONS 1 „�_n'{ _ dam. a ii/' 4 C7.3 ESCP CUT-FILL PLAN cnI '. � .s , .. : ,`,ttr,I 4'° PROPOSED CONDITIONS co � .. 5 C7 4 ESCP coI 6 07.5 ESCP DETAILSC7 0 ora- •-0 I \ I 7 C7.6 ESCP DETAILS ■ .0._:„.. Nw SITE MAP a_I SCALE: 1” = 100' LT 11111111.11.111. EROSIO \1 A \1D SEDIME \1T CO \ITROL PLA \IS ,,,,,--, n ,„..., THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-C PERMIT. THIS ESCP AND :. GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPUANCE WITH THE 1200-C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. O = EROSION AND SEDIMENT WASHINGTON COUNTY ESCP NOTES DEQ ESCP NOTES CONTROL BMP IMPLEMENTATION 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE AND THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND EXPERIENCED IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND LIMITS. (SCHEDULE A.8.C.I.(3)) APPROVED IN AN fNI11AL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. A € 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. ACTIVITIES. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND (SCHEDULE A.12.B AND SCHEDULE B.1) FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. eie B I 2. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT REQUIREMENTS. PLACE OVER ALL 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END EXPOSED SOILS BY OCTOBER 1. OF EACH WORK DAY. (SCHEDULE B.1.0 AND 13.2) 3. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN Dull Olson Weekes-IBI Group ACTIVITIES. CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE Architects, Inc. 4. ALL ESC MEASURES DOWNSLOPE MUST BE IN PLACE PRIOR TO GRADING ACTIVITIES. PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.2.C) INTEGRATE EROSION CONTROL MEASURES TO UPSLOPE AREAS AS PROJECT 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE PROGRESSES. DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND ATTACHABLE, CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. 907 SW Stark Street Portlard OR 97205 USA U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. (SCHEDULE A 8.A) tel 503 226 6950 fax 503 273 9192 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 www dowa-ibigroup_com www.ibigroup.cam HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.C.I) THE LANDSCAPE SEED MIXES DISCHARGE SEDIMENT WIRELEASEHIN THE MUST BE FOUND 4 HOURS. ANDY INR SENTED ED FROMNCUUSING P OF SEDI MENT R ENCSHALL OFBE THE 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED THE FRAME. ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN NOTE: CONTRACTOR TO PRESERVE VEGETATION ON STEEP SLOPES UNTIL IT BECOMES 10 DAYS. (SCHEDULE A.12.C.IV. AND V) NECESSARY TO DISTURB FOR CONSTRUCTION. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED BODIES. INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A.7.A.III) TEMPORARY AND PERMANENT SEED MIXES: LANDSCAPE SEED MIX AT 7 LB/ 1000 SF. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS ��ED PROFfs REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN �� t H g `r,0 REMOVAL. AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND ck �a F9 y9 VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE 79701 PE EROSION AND SEDIMENT 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION AND SENSITIVE AREAS (E.G., WETLANDS). AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN e"----- --- -...--- GENERAL GRADING NOTES CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) AND (2)) OREGON 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATEAdi/t• fp 10v� 4 1. CONTRACTOR TO IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES APPLICATION, AND DISPOSAL OPEN AREAS WHEN PRACTICABLE BEFORE AND Al-ILR GRADING OR CONSTRUCTION. IDENTIFY THE 'yG�NARK� 'Or DURING GRADING INCLUDING: 11. THE PERMIT ILL MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.A.V) A. COVER EXPOSED SOILS WITH TEMPORARY SEEDING PER THE CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED EVIRATION DATE: 79/30011! LANDSCAPE SEED MIX, JUTE MATTING PER DETAIL Q OR GENERATED DURING CONSTRUCTION. 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF I (OR APPROVED EQUAL) WY THE STATE. (SCHEDULE A.7.B.I.AND (2(A)(B)) 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW 12. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS B. COVER ANY STOCK PILES PER DETAIL MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE L75 WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE A.8.C.I.(5)) MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 2. CONSTRUCTION ENTRANCES SHALL BE ADJUSTED AS NECESSARY WITH 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.C) VA UUMIAL MEASURES INCLUDING,T, INSURET NOT LIMITED TO, STREET AS ARENG,KEPTANCURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. VACUUMING, MAY BE REQUIRED TO THAT ALL PAVED AREAS ARE 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL CLEAN FOR THE DURATION OF THE PROJECT. 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE 3. FUEL STORAGE AND FUELING ARE NOT ALLOWED. VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY BOUNDARY. (SCHEDULE A.7.D.I) DELINEATED IN THE FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND 15. ESTABUSH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE NE CLEARING LIMITS. THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE 4. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DEUNEATED WITH ORANGE BEGINNING CONCRETE WORK. (SCHEDULE A.8.C.I.(6)) TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONSTRUCTION FENCE OR APPROVED EQUAL. 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL CONTROL MEASURES INCLUDE: SLOPE INTERCEPTOR SWALE, CHECK DAMS, SURFACE DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS ROUGHENING. 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS 3II B SCHEDULE A.8.C.II.(3)) . .C. . MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. AS DIRT ACCESS ROADS OR UTILITY POLE PADS.(SCHEDULE ( )) t+ 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN 17. ESTABUSH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. U SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN NE MIX ARE AS IDENTIFIED ON THE (SCHEDULE A.8.C.I.(7)) -- PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. 18. PREVENT TRACKING OF SEDIMENT ONTO PUBUC OR PRIVATE ROADS USING BMPS SUCH AS: 0 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM NE CONSTRUCTION CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL 0 CO SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. PRIOR TO LANDDISTURBING ACTIVITIES. (SCHEDULE A 7.6.11 AND A.8.C.I(4)) 0 0 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN v 75 PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). LOADS ON SITE. (SCHEDULE A.7.D.II.(5)) co O 19. THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED 20. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE 0 N PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO. PAINT AND CURING COMPOUNDS. Lail -C ti SYSTEM, ROADWAY, OR OTHER PROPERTIES. (SCHEDULE A.6) CC U rn 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; Ii J 0 V SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND = `I{ NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, 0) 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, CU INSPECTORS UPON REQUEST. FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES t -_,=, p) FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2)) G) (U i- 22. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE ME ,� APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTIHER APPROVED PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, W MEASUURES.RES. SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, C = 2) 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE 0 I- in o - AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.III.) �..r O O 23. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID ' cC WIND-BLOWN SOIL. (SCHEDULE A 7.A.IV) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW Eco fn. j co) MANUFACTURERS RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE 01 p p p WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTIUZERS WITHIN ANY WATERWAY C) to Lo RIPARIAN ZONE. (SCHEDULE A.93.111) I- I- l� __, ,;.^ 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPUNG PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN 1q3iff APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURERS SPECIFICATIONS. (SCHEDULE A.9.D) 26. TEMPORARILY STABIUZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN in SW Fifth Ave.,Su'..te 2500 Portland,OR 97204 O EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.B) O:503.227.3251 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES www.kpffrom 0 MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT tY DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. 1.1i (SCHEDULE A 7.E.II.(2)) oU 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES CII_ DURING WET WEATHER. (SCHEDULE A.7.A.I) uu) 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE LU GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I) m 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO co INCHES DEPTH ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL (SCHEDULE A.9.C.I) r 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. k a y plan 0 SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III Sc 1V) phase BID& PERMIT SET U 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE o REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO O O PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM date I February 9, 2018 U CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE V7 LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) revisions I r 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT Q OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP 1- RELEASED SEDIMENTS. (SCHEDULE A.9.13.11) I z Lu 34. THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH I Lu LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE I Lu j FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A I o COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF I Lu COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR wQ OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND NE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED project# 16054 AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WIN LOCAL REQUIREMENTS. (SCHEDULE A.8.C.III(1) AND D.3.C.II AND III) ok) ESCP NOTES Q` S6, 0 cE 60- U C7 . 1 �� oZ Nljj 0)_I CV LL • l` i5 F .��.., i , f � � T /.,..:'•:•'. / /411.r"-6t.4\ �Y A. g o ��\ ! l � ��f r`��z' 'r t e F / /'t , , � � ,` �: •, , f ,, / '' SHEET NOTES ff ! �',---4,.f • `' ,, *' :.:R / , ! ! r :I:4 `r / / 17',i...:',...._.,':‘,-, �' 1. APPROVAL D THIS EROSION/SEDIMENTATION CONTROL ESC e1 + / r pi f'�. , r \ r / / ;r �l' ' /' PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ~„l t • } ' C i'°� a▪ � `"'�• / I1/ /` fr ROADORDRAINAGEDESIGN (E.G., SIZEAND LOCATIONOF j !` jr•' '� \ .% p,,°' r' OADS, RESTRICTORS, CHANNELS, RETENTIONFACILITIES, n --Th_ # 1 ;. ° a ` \. ' /1 /. �/j, < ' UTELITIES, ETC.). 1 r t , '1 ( �,'t I. j • ' 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THEJ �� { 3 3a,Q �I f :' 4.,,:o / �' '� CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND S j { / / I / a i ', 1 / , 1, UPGRADING OF THESE ESC FACIIJTIES IS THE RESPONSIBILITY if1 1 r , �. OF THE CONTRACTOR UNT1L ALL CONSTRUCTION ISrCOMPLETED AND APPROVED AND PERMANENT fr ,, , fI/' ,' /fi / • !.'' :.' VEGETATION/LANDSCAPING IS ESTABLISHED.T ,sf°` 'fi '�\ l rav i f lr• ' ' ` :? a r r / :/ r! T.xj,i'/" / I f - , s 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE r��u / f r r` s° CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND / //,.ff r”r rf4 E /� i " ,r : =' GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE I r,i,., r / r ' ` P ` ..'' f X*'~ THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER t / i jj7ff`/ t! • / / / ` `� THEDRAINAGESYSTEM, ROADWAYS, OR VIOLATE APPLICABLE i� xxx« a i ,••• s:': WATERSTANDARDS.• °.4.7 �` ' I 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON # ` e / !` f, J , �� COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS ' '`, [Y 1 _ f.' z` /e 1 % a'-•.... AND INSPECTIONS.'''' 41:a EI B I E •° + ` � f �' { '`F;r 'r / f �h ' 5. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS fr ",r4s p/ r ,, //` i,y}I .r#/{ f f'` / / { {` - IS AT THE EAST EDGE OF THE PROPERTY.1 •i I ! --• f' � i PHASE 2 ,'?t!j t f, / ! � " '' > •�o-rS. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE e , r F TOF SEDIMENTS, CONTRACTOR USE CAUTION AND PROPERLY "r Dull Olson Weekes-IBI Group ' J..` ' ° 9,•` r'` �` / DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY` f� tis # i °�� f;'` J / ;# SEDIMENTS FROM LEAVING THE PROJECT LIMITS. Architects, Inc. Flo `w ..t7,...7....,, it r '7----. ;. ''‘••, \` I I /' v,.�` r ,: f ` 7. TREEREMOVAL ANDTREEPRO TI N FENCING // RE 0 AL TEC D SHOWN FOR 4.% `o ff j / o'r.� ; r"°""� • �f ,. r' / t�8 i ? f r1 �1;` ':,;'. .'i'(t # r:. ;:? REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL 907 SW Stark Street Portland OR 97205 USA � '' , ! , ,. r ., >;r . I INFORMATION AND TREE PROTECTION FENCING DETAILS tel 503 226 6950 faz 503 273 9192 t p _ • { �M °11x�� -r.. I �.:f.'' `� € f ^ f f f/ r ( ,/F/,/J ? t Tf � ._ www dowaibigroup.cam www.ibigmupcom 35 q { <. ` 7' / ' k▪'F ` �' EROSION CONTROL LEGEND ;1'/:.f .J /- / �� e; °`"`t L I . `� r/rr ' _...<..�:, �.,...:;,,<;-. :.T...:_.•'`'` '- Y ' •`_ :: i 1 `� UNITS OF DISTURBANCE SHOWN ~ ./,.. 12.c.,„„,\.::_,..,,,/,.. " : `;4 ..y P 4 , x u' _-' 14\ \ ` 's //` i .f �J I °v • 1 / rwMmie SIM : OFFSET FOR CLARITY t \ '• i ` F'�f f •7A:...,:..�' l' /,, w' / / • :.• /' / % :t L--------0---.....____.—Oil £ IX. CONTOUR MINOR `' »'� °--.1...,-K' f ff • -_ f % 9 PROF i..,::... '!' i ," €:;� � , •/'`` �e . ,-;•z••=-• `.."._ ::,:ir..F �' _ y.. ./..L'/. /( \. a . .,\ • :I„sy _ EX. CONTOUR MAJOR ,,,, �• s N �,s/Dy9 :..EA. PE • '< ` I OF ,; got: 3 •.,`,a . O �."'f '• j .; i / 151 CONTOUR MINOR (FG) � " I I ' , ,s• .� UI OL TIN _ t .e.--- - 1 e! f+ / ti� ' 15O .,., • J. K. — — CONTOUR MAJOR FG OREGON DURING DEM • • 13 LDlNG r YIif; ..� �. t ,-•- .:. _ . ,.,.... :,, ,.) .. . .. r.�E,'',a _.._. -.-.•.,- ,# : ,:•,P . ., " :'..',ao.. .. P rr � - .. r ” t#►��- fr" 1G 01 .."..,.. < -c. 6,,, `t '�.. -- _ ",, <— ....: ,! �7 ..:mow s e.�x rte- .... -. .—»-.�-. .. f svex.c 1. 0 ^..-es ,.- ,....... r ae,s, ,..rr wrY'�lr�arr ""� t< ""` ,11 , ` ._ \ S"'ss"' a••ss-~....•• 'a ,0 1a 1 � ` „ rrn'w:may ,...� "". � •,�_ 3- „ .:__.. /� _r s` +� .s: 0� PERIMETER CONSTR. FENCING 9/j p� M / ! r r / r \--..-;',-. ' "''� -• ' }/ TREE PROTECTION FENCING 2. Y l /^ f f / € ! css �, wr `a xta g .- i #A EuyenTioN DATE:✓ ▪ ` !{ i�• Jf r / M €...�� Csa1 r•{ , • us - --; ,,..� '� a ir` t�hVion € g 1h ti� / ` . / ,f '+ / /. I s .f1 ' t -4 ,�., 'n: hr <• f 1:,26it 2,\ �~ 1 wY, / (REF. LS PLANS) I �,,:•,R` [ � [ ch f �� _ ....'.;.. -,.•' —. - .�. _ J i i•' 4r tr31`` 1 i f ••i �,. 'S. III ,, w:� x, ,, `O?` , �. Ait ./ , � ` • • f 0 C; I s .. ! •� -17 - ` � t ��#�'`s : C:, s SF ❑ SEDIMENT FENCE u.� N. \ , f,,• IIII' ', \ N r i t. • ,.%a�� ,�,,.. .....,s ,.,\aaa . r .�+w .41141.1P+ I ! RI •" ;' 1 \ r .��J� TRAI fib. ifi / r s,, I r �"► �`� DRAINAGE FLOW DIRECTION �' .lwwrr • / M� f_V €tf' ti ` �` ;,,,. ,, f" `a. ,� /ft p5f •f•f• �',r100 ris _;1 : -.... �. �, w• �•Yr• 2 ( she !�, Y?€ l J 1s: TRAI l .1- -,,r./ ..,,,,,,,:(4_,..,,'„,/ ' 'r'r M f/ r! f /` y y_. .~••. .. ArY� Y� Y.. .�_ GRAVEL CONSTR. ENTRANCE Ui.s i ` / f/r.:r":� I Illtl \ I`VIII .. 1 // tf,.rl/f ://01,/,,,, •' � ' I l�1 4"17..\ <, ..x • wv. J / './1;41/ I'} � ��' �'',`,. J �� / ac_ ' . i .- J r �, j ;-r.n: �s�..... 1 .,51/{1,/, / /�, { ��",, ♦ f j, "'` / 1''r WHEEL WASH >� t q! +J T.rRrsA:•V :M9f=^IMP:.Ok E1 F.E•.2Y#:x:SL!. 14 14/..fie 4�' ♦ r'' i f 3`,rr51JY:rf • '.:Ji E, f`lf�ff �i/ "r .Ulla ' ..*� r/ , i5 'inm"� .. :erou,rlox e r.>:roSfr < ,�", ! 3 � - :`c'.;�y,• /f r r! r �/�� ` � f 0.5i)`�J��. , ♦ �'•� �� / V " � .rrrr. i. � �, .` �•'' 1 ..�,#� � ' r� "�,"` ; �".. �, � ..1.7 ;r`ir/ `` +' ` I \ ;;7N / ' . • '��'., A$ IP INLET PROTECTION. INSTALLE[3 � �, .. `�x/,� t ..,r,��° f •.., � t X. k IP �• •�'• • �,.� T/e�{� ;;��f� +� r ,. NOM'....KIM., ♦ � 1,:/,,f �f:. _- �i'�. , ',�`�' �": :'" UNTIL INLET IS REMOVED.- { ' f.,A •P ,.''1•i ra'��, - r r i 'rF+l3�J :c • rlrf,:rFl+ l`, , ff,f� r /' (. I' .r'.l _� .� E ,-- r " is (r `,w: J ll /lr}ftf` l ` •• _ f -0— . ... ,->o ..� •`.r.'. 1 :�?`.ii``• �. r _ :. r r ;;1 1i r ., rr • ' ` // /• ,, .s'` P • ;..,••:' INLET PROTECTION 40 f .. MN «•-- I iso ,:. EXIST. TEMPLETON ?; /{p,/� `r a f ; �'G �� _ i F rr t ,.•... p v» �. - �... c -- r� w' ! / ELEMENTARY SCHOOL / f• r.r 'f •' �' •.w ! f,. ,••$,7 �' ✓' r R:-r icy r� e 1 r. i .! �, ilal tVj 4 •-,r•,g.- • ,..,�...�,,,�..,.,q.....-(i,_. T. _141••••••—•••••-•.,et•- „f -._ r. 1V \" `,, BUILDING . a t' r•:.3; F !}"//// t!///.1.10R:;1..•1:.• 1 .:Ii.'.::',H.:1,_0;:!.....410.7:4.„.„.41 ...:4'.:.: "� i .,°' �' _ #, i ,✓ Cr�� : ,.�""�'. .Aj, b y ,,, • ? E.l' 1 ✓ r �f° !`_`"••,:s+« "�"� , I ,i + p �.... } F / a + l. .. �/- !°.a.a'° �.a •rr,�/1 ff c3", .1.� l �. r�r 7 ss - fi 3s Km m air: ? ``°• , utas STRAW WADDLE ON SLOPE rrrra• ,./"V......-".".4I- +� s,f 1 .F .ty /. , v tt'<►�tt�y +qtr ,1 woo i,,... SWi�t �r i e--_ ..--/ ,� w , :. ... . _ ' ► _ �_... r . 'sea c. 5 0 V) ! ,,, '..... _ _ ._...�: !` � / InI, o-,•:•:' ,�, E� 4s; zti: / ;4Ar dy IS -- > INTERCEPTOR SWALE 6 �w7. • FUTURE WORF° t 5 ti°�I _ . ._ ,. :. „ter,,,,,. .....-;iR,i..,.,,... - _ I,tfl_.W.v�..._ •!f .\„ -, .. �ll �'Lj5 % 4�:. .X,r ," :,.f' '. ,. FOR REFERENCE, NOT 1N Imo `T / <4%,,,t•fF: t;��/ •"-c---. I .i ''' ,„„.„ „,..,...,..,..„01, z Y '; ;x rY,// , ,!•••,'6 CONTRACT 4.4/ . r I / • i <;�0,i-4e: .i.--• T-. � fi •s"•'B ;`R: 1 /tee 1°i'r .F •flr ./ r Cw: i`` 'K', .X. .� � ({/ ` f` .A'' Jf •: ,l• -- !:w Y 1 10. c..., • • • a • 1i,. . I! i-.w r , .' �. y1..........__... ! I :YYA!-• ''�„ F�ai' ` „,',7 ":// E {' - -.l =z:.i: � �rI” :,�. f f ,r r, ,r f.' y [/j f/ �` • TREE TO BE REMOVED :•'ti.3 " ' ,<+' r j9 .... I��y •/ /f//1'F-. !r ?:-. d l d, , J �l/♦ c , } � ' ::< �1- tiu . a.4i �` >'` 1///e';';,';%f � t ' ,r ,,, r , /j O N % - •z <r:at .. ,`: _ / /Y s07,41...0.a - `� .4 , ;�-- -> ]r._ " r f i^.:�- �y ; ;' y "� r:� V +1 ` ;.-1/1;.1:711.- , r yl', NS° ✓ / i . / ,;t`•s•.� a t•- '•' '.:'. / ' s+ ilmP ,," • T ,. fj /�ffky<;, ,'" 'Y 'j •'' sRrr ,sse• / 7 r "F`", +r 'r: ,ti-f rr " :'� ....... ... �� ..y r �'r, / I x :.'.:' / r,;• 1 l�� i•; . 4,,,r t � '/ r //° �� ! r`. f/ f BUILDING TO BE REMOVED I �::. {Y3 0,- 1 ited'.:t „..., f _Y ^ /,. S ! f „1,1,/,/,///,f / V r a e n r s I V .. . / e!<<:f r! I{} i 5. nr R ' _ :,r , , r / ? ': ;r l/ff° // err - f./ t �f. / i_ irrlrl:I/fr �r, : : �� r. GATE Il r y« f q ' ?. / F d t`� , /f !r, r•,,,,,7/8„,,,,,/,;,/,„% ' r y _ r / ! • ( / O ` �”' -i.Y q 9 r '.....,.„,„.....2„.„,..,,yj, 1 l!yf ` • !f� ..,41 .•,, 1`- ?. , t -,ri lrt .�• / .y.° .. , y3C,. i ' - w ., ..-.rte f�• `: rim. • ;.'1/ Gf/I s f / r' Et -,,.A././v/..0..7i.7-,,#.8;',' � r / s r �i/ a.` ,, /f' f� �!d' rr .t AREA TO PROTECT EXISTING = : ., , . fi/fi f r r'r ,r/r .LI �4) /////4„e/P.,./ ib.. a '`'; f • '' 4 , 4 TEMPORARY Cv j �l f / /� �( VEGETATION. SEE L5 PLANS ai j .: "l l f /f l „.// el ate! �. 1', s `/ C7.6 SEDIMENTATION f_� ' �t'tii^ I r£. ' ' y ,,,,,,/,,,,, ,,..0: i' . r ,�/ J rf 1' � +�. ... +�'^a ` 1°111 J ' . : ., f! f• /I. i r'••• f f f ;/ •,',.. + '' / "� FOR TREE PROTECTION -- , ` -- \ ! / r - „ - / 1 c�a POND' (� ,�'v,�� yx rf f 1 � '�I • , s/lf 9liJ 7,..-7,8,1",4• -l ' f ▪ ►� ► vr• r` MEASURES. �I�,.}'” -', •;.d a . ��'� `:Z ,/,* f. rfy/r r ' r- # 4 �' .x 4, € yiir/,jj . , +' I f j N f V - a--� . ,Li. `s� ,� "' �- ;H.;//F/`%s 'I/1t ,'::„-:.,,,,,;!,,,,,,,...:. ts, ,,.". x, .r fl �rY •- , " `✓ +` ;-• .," a9�' W as (f) I -�" Q y �� li,/i��r F 'l 1 .�t `� rr,E"i-{l ,rfi. :. r,.' s�+�� / f / �E,.a' - !&: <91 f x F lI � 1/I,1 t. �'`(`!`sf rfld A: f:,�• r.`r t'\ I" / f r N. /' ey 0) �:a� - / � .�► /-- ,'� 4', G'i.`{}x#,',;f`,f/(f1,r/'' " e/� +y, i°;� ,1' �M', r � ia:� ,..'�'.7.,:l' .,,, x:. L — ................w..."...,%" t a.t�€ IE �- - 1..� • f . .i i f.„ lY//.tj(/t�`.. -. { .. , .. tiI '•F .. / f•'' !F / _' �,� y_ eye. l_.. O I�:ii®g ,/ !f f//(frf ' ' 1 f. `\ a r 4 t + jf rr / / { F` s �::�: v 1 'vOiip s w:�'�a - `▪ .`-` - 1/[f t +� Ai1Gd` S T a •'. y F ' r�` ^�,r` / �� / �` ^ �„� }+• .wr r QQ��'+� �f! r !,, 1 LCL i Y/ _ _ AcurA • r r / /� +"�.�'�.', / -! .,, ` _ `" , .;''. rF , t'• -� , '..`•.< '-j+O 4 • 'yr `} *e"l y .. ./ r i I• ,••• r �rl� 'J �:ll ; j '� f• f i .r f. • / t EXISTING DISCHARGEclo c i VII 7+ a1 /; ` _�, t " .r / LC) LO �, i0 LOCATION O O O if .. I` ,""/writ .r- : ,,• f......_:;.k.'i �ne..0..e>�4 f y f y! t '" 0, , / ✓`` / / - �, A +F�, '° ..`.. .4 • N-4,;;,.11.;. v*. A. ` yrs ._.,-= �r ,r / . •4 ,,.. r ` .........„,,n..... ..... ....., o��a ! ff". ` - ' 1 t. <etg . ... , "'` PHASING NOTES lq:if „„ - �. dAk-pv \$ , . ./•' ,sS(PLs"� ! ' ` / # ? 1. CONTRACTOR MAY UTILIZE EXISTING PARKING LOT AT START '� `� OF CONSTRUCTION FOR STAGING OF INITIAL BUILDING ,��/ '*el," ' •" ''` t n "0 111 SW Filth Ave.,Suite 2500 # T�a. ^`,, ' 7 /f '�. '" ADDITIONAL . DEMOLITION AND FOR CONTRACTOR PARKING. COORDINATE v� i WITH OWNER. Poniard,PR 97zoa ) ' •it r "% ar• ,' • CONSTRUCTION o:so3 zz7.3zs1 YI•Y \''''' f�`! _ .✓r7'' / r r N•�•4_ '.". N F:503.274.4681 U i a �a . f , . �� ` ` / / STAGING I , + '' .•,. 2. TRANSITION PLACEMENT OF JOB TRAILERS AND CONTRACTOR www.kPff.cpm �...A / , 0 / • / ). i t ,! } ' �� PARKING ONSITE AS MASS GRADING PROGRESSES SO THAT • i / �'• "' J�, f / , EXISTING TEMPLETON ELEMENTARY SCHOOL BUILDING, PARKING ,' r +►; ``" /` / F STOCKPILE; /' '�P LOT AND ASSOCIATED PERIMETER SIDEWALKS CAN BE up - • r1ry� / a/ 1 I AREA f ® REOPENENED FOR THE DISTRICT USE PRIOR TO THE START OF W t / / 1. / 'E"�'""`F /II / / ( t 1 r •r/ I THE 2018-2019 SCHOOL YEAR. U r' aa�r. 'e 3. INITIAL PERIMETER CONSTRUCTION FENCING SHOWN ON THIS ` I / / # ? ` I Y�it SHEET. ADJUST TO ENCOMPASS ADDITIONAL WORK AREA AS N +^'` ; � , / / { !' ' ♦ PHASED CONSTRUCTION PROGRESSES. ``� r ' " / ! f' J I t l r' y �\ ' �icss t ' " 7 f r'.: 'i ' I I\ „ . 1 j k e y p l a n • a '$ �' / J / f t f -' 1 a phase BID& PERMIT SET f O ? 7 R` COORDINATE CLOSURE OF '"""/ f / r l F f 4. ;`a••., 'E 1 r ' ' sI EXISTING PUBLIC PATH O �t� f r Ia� / CONS UG 0ENTRY FOR DURATION OF i, 4 '. 1 , i' rar STABILIZED r ;i :.k.• �� date February 9, 20 S _ ' / '- - `:.F `EQUIPMENT STAGING .,:;. i �' CONSTRUCTION. 0. U ,ACCESS ROAD -.. ''e ;_ :.i.:^t h1. t� ` / ,4.497- . _,- �f . '., r.. 1.:;\e.:+t. doh .,H .,»:: .,,•_»,•w,,»:.,,, CO ..... • (n: . �!t� l revisions f 7 'I c^S' "• iiiiii.ib1 : ,, 40. , ,«„ f w .. JJJ �w r :, / ,8 . l'.."1 ,..*';'-i'''..:/.'•••-..::'.:'...'.':.., ~.., :`,;' ,_../ , F •II�O v' �. .1/ • / s. v • - --.40 � 400. ; `NAW44 A . :E. ,a,14at<. : + tE : t, � f #� n" rte � . tVVl , � 4i� a � � . . 24,6 4410464a� Kioe►. ♦ • . ,o ` ♦ tk � It4 ► -4 !tu4I �tdi . > 9tr t+ ► A . ttt•* ,� ► s� ithr,. ti. ri►aA# s : t '44- '''' - 40.-- 34F0/. 7 ,.... 00.•,".:.,..., At—....... .,,,--- / r - dl.� a�ww ewrr w �A w„r �� I ,": q. ' �.,, , A, M project# 16054 I- j 9 • s. I • '-. \ 6,s. € � I 1 � ( I r_ I 1 i 1 SSCP EXISTING a CONDITIONS CN Zi5 cid C7 , ir.n.. .....1 � s613- ` ! i ; SCALE 1 INCH =40 FEET C 7 . 2 cVt�j , I I i 40 0 4 I I i , f / r:; :.i !r I' ,' , f' �.� ', ;vr d . �ffi ,'r ,-/` " ;` ` ./` /, , , SHEET NOTES f/ .`t `•4,I ,j / i l' �f M r �J ':; ,• /f fy f` i ,` / r ' '' / / / �- 1 I I,' ,i °��, f 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) • 1 f. a•'k. r 1 / r� t 1 I _,._. /r / Tr fl: / �+ PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT 1 f r {, ,..! ,, / ` t II \ . w :/ 1+, . ;'/Y' - / / / ,' I " -- f / it • s / ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ` !'ej , r \ I,, .S if e { .F I f I 'i J` j • °� � \ .'1 I * '/' I f/ I _ ROA05, RESTRICTORS, CHANNELS, RETENTION FACILITIES, ` 1` #31 (`.. !. �- e ` \ �, ` ?/ f ! / UTILITIES, ETC.). • e� f , / / / / / g •,-..-„,,,,../ ° �? 6 `: I'/ Ir t / 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE / Z / 1 / � / /M . `� �, I . ,'/ f'` • t rf � r�`' /, CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND [! d �, r j "^r . .f'I f /' "�,\ 1 / d+ �'r`. f. f / ' i R1� t V .P IIj f / / / UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILJTY .�h / _ /` / 1 I,= f'r / I / .. OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS t 4 x` •�•: '! f • • /}` r rrfr% '.1,11,i `` // /` 1 j COMPLETED�AND APPROVED AND PERMANENT `•. "' r•, r; / / 01 1 // A VEGETATION/LANDSCAPING IS ESTABLISHED. ` qe /' l'7 , '- , - / ,,r! / iv, / �j,f. ! ,:..,,. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE ,{ e , i - / /, ; {' / 'rT' /{ 'i ,' / f' ,... r .'_ — CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND f '` ` ` - "• ''`'`'/ . / ; I '` ,. -� GRADING ACTIVITIES AND IN SUCH A MANNER AS TO ENSURE a;„ '” / �� ,' = 1 ;rir, / �r/;; r` f / I ✓ ,pyx.- THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER r �� /f ! I e !r ��d:.... ..-.,, `r f` /` S,it tI r•'j�/ 1 / ,- ,,, ,,`�5. THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPUCABLE ,.,, 1 // f . -,f„� / ,, i 4 rnnffa,, .1 Xirxx • i = r. \. , f f // / ' / /i ` Tf WATER STANDARDS. W a ▪� ....1 / f r r s .'4;':-•:-..... I a , `"'' I r ' f `€`I¢ f 1 /' '' s` '-17>1.'‘.„-/ ;,,�" 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON r )r;' ‘`•-.‘'-•(-;.)'-'‘ " f IL / { ifs f ? / " , ��'A x FOR MINIMUM EROSION CONTROL REQUIREMENTS f .• • rri/ , r t, °+� -+ "� r COVER PAGE 1 i '' / / `', AND INSPECTIONS. dim •.-.� 4� .. .... :,r,{' l:D •�+ / �• r �'�•• B •' d9t ,! r :,r''; I/rJ,f,f / 'r r X14\' , fi�L[.'I s' }gy w y • / 5. DISCHARGE POINT FOR THE SITE DURING EXISTING CONDITIONS • ' "'."'n. `,+] ,i•rf` { f d +ra;I .3 }'e' / } 1- F wxm'd`i , / / • ,fl. / 1e. — — IS AT THE EAST EDGE OF THE PROPERTY I I ' - •. L �' f' Pte'SE 2 M # a / / 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE %e' "': t 1 / ;�/;' I f 4" ; ? 1 OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY Dull Olson Weekes-IBI Group . .A..,;, .. f r' i / / +/// / /1. Ifs} 1 r DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY i v ;`=�,.„ :.,. .r.,/• f'/ /' 1 , f,/ I / t•'r/l4 ` LEAVINGTHE PROJECTU TS. l F�^ '� ! / f °" , ,i.1, � • f1 x SEDIMENTS FROM MI Architects, Inc. v / r' rfi a 1 I 3 7. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR I REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONALSW n, . `�'A d/ / ` /'/,�� /' k # /, / // 1 J' /� !/ 3 INFORMATION AND TREE PROTECTION FENCING DETAILS. 907 503 Stark street Porllarrd OR 97205 USA t.-- v 'N'''' , ~? '•�,r l' a I >, /' 'P' i f ! x 3 +':, td 226 6950 fax 503 273 9192 ,�r i n. r it ,rrx`. . �Yts'::-':' .-s [(`;y • . T^ z ,`' ` / I; / /'f / 1 { : « www.dowa-ibigmup.c am www.!bigmup.com �; \ ; v {`•r i ifs..° t . � , I iJ/r ,tll s { 1 ..�• ? . ``•LLQ �,.f:' *' -:- _ „�,_� -_:�•r.,� '� �I :'r`' ,`�j` ��” 1 4. , . , _�� -•--- EROSION CONTROL LEGEND 4 r f`} r w l ki / / ". w , 1/ T;./ �/ ,{fyr ,•,� I F , . :\� s.- ' sR :1};:3• f : !/ / •`w,. • -.v' -"- :a \ cc �' a✓ /,..?1, I F .i fi +• /f'} 4A IJMITS OF DISTURBANCE SHOWN r ' 1 :r/ it f?�`,!..,/, / ' t/;`e, ,;°+w ;• }: Ir ra \ .�` ,` ` f ///' y t w«yi ` - OFFSET FOR CLARITY e r' I f :A y S ;f�i e / 'a ‘; ',,,C‘ � �i \� „� :57''` �r f;'71'..."•?'1.1 1 _ I 1 rcSkt � ..,.,,. \ �/// • -.., EX. CONTOUR MINOR 9PROress ` r , '•w t (' ''''''''''f--!:::•i'. .-,.? , I \ �4 , . • i /max .. .•_..._.. �' \ \� 5 PR 0 / _ .... _. ..-.-._.. EX. CONTOUR MAJOR ��,1`��X01 N � O,s 1 ;:rkIL., t !.. i. • .i \ - DRP j��N r.. ,5. 4�'` r, •- ti.-:fr :rr�v"/, r \ ° 7.6 TSAS r rY '',. �t ,/.....A._ f,. 151 CONTOUR MINOR (FG) 701P M ia.r� i I ' \., °;t..l r'-`t '`"\ \, ''�� `'::• - �,da' ," )\ '',.'.t''1 '- ,',r'" - �� \ / 7 r ` N.,,,•;.:' , f, na: i ^ a ...x f �: a "" w «:... �:. _ wr I€r �:';.:., .w..; — — — — — 15C CONTOUR MAJOR FG OREGON �.r�roxie��,�oo_�; 7. .. � •p„ , .,. v ` 14).:11141. '� A .a},�� '1, t6� Ifili i1— IM LACING PERIMETER CONSTR. FE ' ^Q. . ' •� I �� a Ii l /!l•�X �`• - ::4", ,�� U/IIARK 0��f! / - w - `"":•i?l. �i} �•..0i—.4,\..•-,�' »,. i f 0'.a*' - € ° ..... � II II 1: TREE PROTECTION FENCING • • }!1.1 �} 1..*? :P..- �, —nr — ¢" a rc VO IRATiOn DATE: ammo 1 F � / ,11�: *i� i1. 1:• \r .w. :t..� !~ r— :�R �' "!� (REF. LS PLANS) • I I I `v = so• d, a ;f: r/:ye n� ot 4 VA Jf •IP � _ — — ''' �°o *`'� t+� a DIMENT FEN ;- Lit < � w�A�\ww,wvrr� 1e�w �r�+a s�'.tr\NVAN��rr�. � *L._ . 1'' $ ir i 5F 5E CE . . /4.,„ . IT /• _ ::::::: ,�d4 e, z f ��'► -r '� DRAINAGE FLOW DIRECTION • :t4 F „ .. l �# eon+ ©w 17.:::11-,.....:4....ez.-176:117-CC-1-'41);-46s ��# - . �T�'E 4.1''7 P, GRAVEL CONSTR. ENTRANCEfa :::: / p i.'/.' I\ ; I 1 ok.k yr ;{:.*:31:4:::: ,.' .. `,S�^,+x y y y / Tilll'••••'.*:'y• -. W- > ,",, `'r .10 f ` INLET P i \ :::::77::::.:.:0..: !P • NLE ROTECTION ci 5 �: 441P I!, PRE 1 D15TRICF BUILDING-K• ,,.., :: J \ iii'0145 I. i s k..�/ CO STRAW WADDLE ON SLOPE t/.� •. \ a IR \t - c) > INTERCEPTOR SWALE i alt, .., fol - ' ,. \) ' t•-- — ,:r........ 1161.1vr- k:4,...,-. \''.':, ,-- 4A. ,,,..:, • 1' - _. " _�; _. .�. GALE , I • . 1,, \...,. .., 047.„12,t , . ,,‘, • /I • Fs J if `._, 1 h€• .. I TREE TO BE REMOVED U IOF i • ,i ,‘,..; 441, _1_, .... a:M, 0, •Y 4•• Na u / rrr� gem 1�IaIR IBIWNI ` I,••. t ;... `. f:--4',.., r` i� /1 �� bj' ' .f :,� Tym... --...,........... t.-:::-..1. ^� , + ,,. _ �' �' I i' ,,• y J • • • #'J' L� AREA TO PROTECT EXISTING ~""'4�.... -r"-'� / j••sem / \ 1'r rY t a F ,, / 1 l` ' R.. 3'• € ,.�; �, FUTURE WORK SHOWN // /Y J' VEGETATION. SEE LS PLANS R 17�. ' . a ,_ >.. r € L:. \ ' FOR TREE PROTECTION „. . . • -\ '1 ` � r I : \ @: FOR REFERENCE, NOT IN ! /�, a' i — — . . Q ‘4,„ • ... �i • r \ CONTRACT / c :,: MEASURES. — r DAT j,`II ‘::::‘77 i i-P cc ' cu. I .; �� +;;#' I [...., i , ' ' P. ',...,_ -'",' ,, ""..- 111411\‘',.„ 9�` /f I / / / i,..)---,, 4 '�:.: 4 �" E '� "1:1,1 !!+ ; /.. .�'♦ ' ' •: ! 1 •� / / r f /` \rv° c7.b SEDIMENTATION / J + '�' Awe,-�� ,11/016., , `,!4` �' ,,1„� �� d .' POND, � (� H �� I :-.4. ,` f ri--_- ro `� . i ., f / , PROPOSEDCONDIT10N5 = Q; _.: ',•. ='- �' -,.. / f; ` 4 \; p r �/� �k // ' CD I _ _ ESOP NOTES .o a "Zr ci„: 1 . . , ,, ��+�R ..,..... ..,...., ..., ../.......,,,,...... .� / / 01 // a ilkA 1. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND L �r �� - r,�`' LANDSCAPED PRIOR TO 1HE STORM WAIER SYSTEM �. ti.` r ems". :. , .:' / i r ' Y`` r: coa, r� �ti t `� _ . ,£ ® r / �� EXISTING DISCHARGE FUNCTIONING AND SITE PAYING. cal M -4 .;y,it - I �, / / / /'r / �+ // i k LOCATION ........... r x_ . i' 2. INLET PROTECTION SHALL BE IN—PLACE IMMEDIATELY — Lo to o 0 I j �r.,' :_ ' I I 260' f' / ;``I' t FOLLOWING PAVING ACTIVITIES � p.,;.� TEMPLETON ELEMENTARY 5CHOOL \r / J�,.' ; r ` //' ;. .I�NY r 31 I. Es M..,„n. I r• , 1 ✓" l / } � n ,_y 4 111, �if�M ..1**?`""„..---,e, ""rr r, '✓ > a -F.1,..,,,:.,::Z f`O �. f • e ..-'''', . . • : CONSTRUCTION A .. . i'A-4: latiPfaf fr, - STAGING tyl%p I '/ \ �� r/! �k1 � �/ -asoma- }E_ /{ f! _�1 • f``. el �.a ite I / 111 SW Fifth Aver Suite 500 MOP .° 1f ,' i= / e t ' i .I Portland.OR 97204 4, ____ 1 . ?:1' 'i+-q►:N 'y r'.� i i,.` ,.`, t f / / r'` ,i ' til O:503.227.J251 1 , t go,"4 ,7::"."" : .... _ _ / , o "`.1F + Y1 STOCKPILE:/ ,. ;x'{i_.,: _,,,,,,,,• ‘\:,,,,I n /` ' 3 " `� / AREA tt / I F4e..:,/,f'„ji:'\.,7 411 / W 1crl t CNI 11 A '''''Filill ...,„ _ , , , / .., ..„., ,,e, . ,.L., i. ,'R may, f / ` J \,. •E ', , / tr '• 40 h _ - phase BID 8�PERMIT SET �_ .,..,- ...„„/ :, I \-- ' ,,' ii i / ✓f' tit 11 • '. /..i;,. / \ \ r STABluzED /' ,� � .. — — date February 9, 2018 U I I' i y ACCESS ROAD I / 1 . ._.., CJ, , - ® � I ,• c°ys - ' kw : .... _,. a ,... — — revisions cc (J •.::::„.•,.. ^� a \ ,.�.! r- __ _ _,IX — r — — — _ _ ,tn7 @ - ��!, « '�..f.:0,.,,ti ate• .� .�, _^ .. / .4,-,"; .:,.,� \. , cc, 0. %i: 2 . - ade.... .j....,, • — — •- 'F�i ". i 't � -� _iii' I � .'Ili • . ��• • ....- �`'yy. �#� '�' - � \ ✓ f • • 4. -I I k`\ e: TRAI eJ: TRAI 1 , • ��+ . e +"�`,a;� !1 1 ,..„,..;77/ ! V w :'raara" !5►�at � i�as *.d Q .:'a �' __ :.;1 • t �` ��, ; j ,`; r � ti ..- Hiir' .`#-r'. , �j°�k' ". J1� .'�dti r 7A�JM,"Y •t'i • 7fi , • s � �� rC97' -"'.� } � [ L i� L a: f'� t_ -_.r� *�,�yna�allA�� T ► � A .��.� _ is 14ti{y 9 Cas w 1 A/Aziter' :dixeriv ,......,../.' C),,.. /... / / i Afr Of/ IP /14) ' - AtiOdfdar‘Rir Air • '''�1NIIY11 - - ; - ! : RUM 38MIMRF - , NMMNf : - •• a... - .MAIM : , WM , u.:::: ri .. Eb LL - ^C III - —i1MNN1 - - W 1 #«,,�Ix ,• ft project# 16054 N I • \ I 5 C7.6 DIYB SIN 1 I I / CO i I ` I t I I I , ESCPCONDITIOPROPOSEDNS Lo I ` _. _. _. __ I • I I I II CO.-z I II \ I I I I ! I SCALEik 1 INCH=40 FEET C 7 . 4 N I _ _ ' 1 I I I 1 I I I 1 40 0 40 BO 2 EACHFOAM DUMP STRAP (6'.'"C EXPANSION RESTRAINT (Y4" NYLON ROPE, rif,III 2" FLAT WASHERS) t I .,..,... DUMP STRAP .40 : 1" REBAR FOR BAG / BAG DETAIL REMOVAL FROM INLET --- 11' a ` , ' elaIBI REGULAR FLOW ,H ` € € SILTSACK® :. DUMP STRAP V ',.: Dull Olson Weekes -IBI Group °4•P h, ` Architects, Inc. *.• O 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 WIDTH=W w .dowa-ibigroup.corn wwW.ibigroup.00m x 4 ww LENGTH=L A . $ .. •44. . SEDIMENT FENCE TO ASSURE SOIL IS TRAPPED z. :' .q R. . IRI R �U 0 I N$F'YX/ay' ,• + INTERLOCKED 2"X2" POSTS `` 79701 PE 'r NOTE; AND ATTACH (SEE TURNED 1. DO NOT USE HIGH ENDS CONNECTION) �"'"'�' FLOW INSERT BAGS. PLAN VIEW FILTER FABRIC OREGON FILTER STITCHED C 0 pA/uNARK 6royo 3 INLET SEDIMENT PROTECTION TOGETHER TO �p0 T ORSTEELFORM POST I Fxnulb.n,F n/sy�ns SCALE: NTS POCKET FENCE POST I FLOW »H; ii v ar':lr: r o x. Vt Tri \S 36" MIN. ,,e rn EXPOSURE '� tr, 0 EXISTING GROUND 3'-6" Q POST_,.....,„... • MIN x FILTER J v� / �wj� } ;,fir 4"-6" QUARRY SPALLS [SLOPE TO DRAIN BACK TO WOOD STAKE FABRIC N.\ 4p♦� �� RUN OUT AREA: GRADE WASH (TYP.) TYP �.' DETAIL FABRIC / TO DRAIN TO WASH .," ... ( ) r POST POCKET l I 4T I 6' MAX. I �� \ FRONTVIEW - # ADJAcENTROLLS " ' - t @ I I -� } SHALL TIGHTLY SLOPE L' 11 s i G I ABUT ,�} HORIZONTAL O FILTER _ SPACING FABRIC 12 ± DIRECTION ON I jj l I 10 xw x..x (SEE NOTES) U -4 l - L _ 1 �J BACKFILL I 36' ' +�-�---� - q TRENCH MIN. MEM '.IIP 111 . / : .,,,� P[AN VIEW ? O„ 0 C13 WOOD STAKE (1" SQ. MIN.) STRAW WATTLE 8"-10 DIA.) TURNED ENDS ' MIN. 0 9' - - 16' 12'�- < INBED WATTLE 3 t INTO GEOTEXTILE END CONNECTIONS V MIN. _ i�faar� ��, �k, EXISTING GROUND SURFACE 11 "a :,/ 24 -,4', t;;.; TO PROVIDE CUTOFF j\ \t MIN. O c+� c'e"' " EXISTING SLOPE "t` [V PLACE RAILROAD RAILS 2-8 INCHES TO .,. 6 -USE HIGH PRESSURE WASHER AT WHEEL ' ' ti SHAKE DIRT AND ROCKS LOOSE WHILE WASH TO REMOVE ALL SEDIMENT FROM f a , MIN. h-- I� () DRIVING THROUGH WHEEL WASH. VEHICLE TIRES, WHEELS, ETC. SECTION 'A' ♦"� 0 SIDE VIEW C O DIRECTION OF TRAVEL 18" NOTES: NOTES: CD C_ -p �,.1. 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 1. THE FILTER FABRIC SHALL BE (36" MIN. WIDTH) PURCHASED IN A CONTINUOUS ,- T I l • 1 - ROW CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN #� 1% GRADE I 4 �, ,n„,•:16f,y, 71 I'''!.i...;:'11:17:1:11" TA C" 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT O� (� H- n, `' -----fPLAN (5' MIN - 25' MAX.) A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY 50' MIN.) • 7!)1-71 ,-::::1 :--.7- " I FASTENED TO THE POST, OR OVERLAP 2"x2" POSTS AND ATTACH AS SHOWN ON W CO � 7T---: 1[--Ti:- 12 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. DETAIL SHEET. CO 12" 12" C = o I-- 4. STRAWWATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS. WHEAT 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS 0 IMPERMEABLE LINER � O � GRASS, OR RYE STRAW NOT PERMITTED. WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6-FEET Ag I cC' CRUSHED BASE COURSE STRAW WATTLE ON SLOPE APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. W r NOTES; 4 SCALE: NTS 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6-INCHES. ALL 0. 1. CONTRACTOR TO MAINTAIN WHEELWASH DAILY BY REMOVING ACCUMULATED SEDIMENT AND SEDIMENT �J EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION, SHALL BE E co ..j c j LADEN WATER FROM WHEEL WASH WHEN ACCUMULATION REACHES 50% OF VOLUME. THEN FILL WITH BACKFILLED AND COMPACTED, ALONG THE ENTIRE DISTURBED AREA. C) c `o C WATER TO MAINTAIN 12" OF WATER IN WHEELWASH AT ALL TIMES. CO MAX. 5% SLOPE WITH 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED F- cQ 4..z 2. CONTRACTOR RESPONSIBLE FOR ENSURING PROPER PERFORMANCE OF THIS ESC MEASURE INCLUDING BOTTOM STABILIZED WITH ROCK LOOPS FOR 2"x2" POST INSTALLATION. STITCHED LOOPS WITH STAKES SHALL BE DRAINAGE TO AND AWAY FROM MEASURE. GRASS OR ROCK� � INSTALLED ON THE DOWN-HILL SIDE OF THE SLOPED AREA. 3. CONTRACTOR TO REPAIR IMMEDIATELY ANY PROBLEMS PREVENTING PROPER PERFORMANCE OF THIS ESC EXISTING OR 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR f': MEASURE OR ITS UPSTREAM/ DOWNSTREAM CONVEYANCE STRUCTURES. EXPOSED GROUND iii iX X X USEFUL PURPOSE, BUT NOT BEFORE THE UP-SLOPE AREA HAS BEEN 4. SEDIMENT REMOVED SHALL BE DISPOSED OF OFF-SITE TO A CITY APPROVED DISPOSAL FACILITY. DOWNSLOPE . PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC l<Pfif FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY 2' MIN. REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 111 SW FiRh Ave.,Suite 2500 Portland,OR 97204 TEMPORARY WHEEL WASH INTERCEPTOR SWALE CM SEDIMENT FENCE 0:503.227.3251 F:503.274.4681 www.kGfi.com SCALE: NTS 5 SCALE: NTS ) SCALE: NTS co0 o U 2 ' CULVERT DRAIN Lua ,. SIZED AS REQUIRED N N9 o�� TO PASS FLOW ol �'` a 0 G P. F A 5 CD PE LE / POLYETHEL48" HIGH DENESSAFETY FENCE e j DG �G A _...‹.<- '. •j'a¢sap} -' ' k e y p I a fi -' rjPA I �� MINIMUM 12' ,,- 4' •ti 'a9 -eg °4 ¢c: 5O MIN. OVERLAP OF '�' • g- ''',....V.0"°1'0 ,11';0."" ' d P 151 a ✓" • ° e Q �, s£AMS }� , 8 °, phaseBID& PERMIT SET STAKES: 72" T-POST DRIVEN o �a.a{'F°g n:aa' J 20" MIN. BELOW GRADE + a a e • a° a :a. ^ I WIRE OR ZIP TIES TO SECURE +'.'• ' , , ' a "n �a O r •° `l''' '''''''''°'u '' 'F x t 12" MIN. date February 9,2018 =O r SAFETY FENCE TO POST + • , m , , °♦`a 25'R MIN. a ^ u ry Ci.) FINISHED GRADE . ' - ' ' ', .' '+ ? QUARRY SPALLS 4' 6" yes z 20' MIN. "� jj ♦ ♦ +° SEPARATION FABRIC \�' �,�LU '" _�". �. (j{( ° <Qt <"° ` ° " UNDER AGGREGATE W 1r i �Fi 's { W :a ; dljrs + : # , J ' -' NOTES: °y °': # ' ' # ° 1r THE ENTRANCE SHALL BE MAINTEINED IN A CONDI11ON THAT WILL PREVENT NOTES' =€€�. ° e TRACKINGORRIGHT-OF-WAYS. �° ♦• °# ' + } . '4 '•"II FLOWING OF SEDIMENT ONTO PUBLIC THIS MAY 0 :' 1. ALL SENSITIVE AREAS SHALL { # _¢� # { ` " • �' � I H- ' '�",•■ • • • •' -lent - ' REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED LLI � , BE PROTECTED AS PER PLAN. �� / ; BARRIER TO TRAP SEDIMENT. a LEGEND 2. SAFETY FENCE SHOULD BE PLASTIC SHEETING REQUIRED AT 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO LU FASTENED SECURELY TO THE TOE OF SLOPE PUBLIC RIGHT-OF-WAY. project# 16054 SAF12 48" ORANGE FENCE, 12 FEET O.C. T-POSTS 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH i.. SAF11 48" ORANGE FENCE, 11 FEET 0.0. CRUISHED STONE MENT BASIN. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SSCP DETAILS M SAF10 48" ORANGE FENCE, 10 FEET O.C. 3. THE FENCING MUST REMAIN IN NOTES: o 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA PLACE DURING ALL PHASES OF THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO ¢� SAF9 48" ORANGE FENCE. 9 FEET O.C. 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. _ SAF8 48" ORANGE FENCE, 8 FEET O.C.. CONSTRUCTION; ANY CHANGE 2. BARRIER REQUIRED ® TOE OF STOCK PILE. DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. r--.6OF THE PROTECTIVE FENCING -r,- SAF7 48" ORANGE FENCE, 7 FEET O.C. MUST BE APPROVED. 3. COVERING MAINTAINED TIGHTLY IN PLACE 5. DIMENSIONS: 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, C"da SAFE 48' ORANGE FENCE, 6 FEET O.C. BY USING SANDBAGS OR TIRES ON ROPES WITH A GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB-SOIL o I MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. PUMPING. C7 . 5 °z R ORANGE CONSTRUCTION FENCING 6 PLASTIC SHEETING CONSTRUCTION ENTRANCE o CV iii v SCALE: NTS `� SCALE: NTS SCALE: NTS La)-1 CN LL1- SLOPE BOARD -ITh NOTE: GROOVE BY CUTTING SERRATIONS ALONG THE ,� 11 CONTOUR. IRREGULARITIES IN s`�\4 'I1 6 . THE SOIL SURFACE CATCH RAINWATER, SEED, MULCH AND � mr._.._ iiii �� 1�� .—r 4164 _ htKIILIZER, 14,%1 .----- --- — * ° --- L. P.,4i __ _____ _ ... ,.. ,... ,.., ....,.I., _. . 1v,:".. , ii,„„iii ,„ ris .', ,. CORRECT w ` f-i"; -''' 'TRACKING' WfTH MACHINERY UP AND `,,V*O.,r�ia, • DOWN THE SLOPE PROVIDES GROOVES 4/00014031,► ii ..1 ,or..,„. - , • THAT WILL CATCH SEED, RAINFALL i .-"F„.,,.,- ,rr' i , IAND REDUCE RUNOFF. ( GriOup....4* FlIA '-..-.... - , "`� KS CREATING -�.I -' GROEOVES PIDiPENDCULAR S atm/�'! �� ,- TD SLOPE (0„,,,:441/4. }.- Dull OlsonWeekes -IBI Architects, Inc. 907 SW Stark Street Portland OR 97205 USA —NT .......7...-— tel 503 226 6950 fax 503 273 9192 www-down-ibigroup.com www.ibigroup.com � :� -":=1::::::” INCORRECT �� S �— —� 'NN:NNN ....m...i ,..=,- ,.... ..m..... .m.. .m.,... ..... SLOPE /�� \�1�� _� c,, 401MSF %� ` , �� 79701 PE 'l ORANGE CONSTRUCTION �� e--- ,.,_— FENCING AROUND POND �± SEW .f +. OREGON _. 9Gl 14 ARK DF--- ORANGE CONSTRUCTION 8 8 ORANGE CQNSTRUCTION SURFACE ROUGHENING FENCING AROUND POND C7.5 €1.5 FENCING AROUND POND 1111 SCALE: NTS CAT TRACKING ON SLOPES I F%PIRATIO�Y DATE I 1 7. TEMPQROND OND R 75fBAN�VERTICALLY' 4-V � C7b DEWATERING DISCHARGEDOWNSLOPE • _ tE .10 IMPERMEABLE r '.- �� O T � NA, R 4 af4f _ E --_- .4104\ . . .4. ,. A4.---..;____ IM .,,,,.. PERMEABLE GEOMEMBRANE. LINER 7-- � ' jGEOMEMBRANE. LINER �7 A, y,N.� , ....„ T'`� �_ / �/\ _ _ _ _ /- -,4,4__ - 4.4 t, 4' ' , '`� 3 MAX � � ;� 3 41. � :�� r / /\ a a ----Lr r r USE JUTE EROSION ` MAX. � `; Ar, � ,� pt*; r r //,\\( \ CONTROL MATTING, L TYP. ��i r \//� OR APPROVED EQUAL — 3 ��rte, f M 1.N , ,�.�;a: .: � Olt /1 r / r �-1/ /\,..' ti] .. ,.. "....1 /j/z — � r /r ie r //%/ IM/N. 4` \�\ DI,ERLAP r ' r /\\�// 1 1/2� V) 0 r \�// -- I-- 0 N / r /� STAPLES .. ti TYPICAL SECTION =�� rr r \ ,.._.�...._.. •_..___._..__..,_4;\ .6.0 U TEMPORARY SEDIMENATION POND i' # �_ if r %/ u„ ct 40 TEMPORARY NTS //\ \ \ 1 �: Ti ISOMETRIC VIEW \\'BERM\ \\,\ A • � CD ID H /�1\.,N\,\\!\ !ti\4�>/' W (5 C/) TYPICAL SLOPE Nor 5 SOIL STABILIZATION 0 = o CD td- NOTES: I 2 CD CD 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT. 0 © ► : 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. Q ' i MATTING ON ALL ® SEDIMENT E - cep c SIDE SLOPES PROTECTION ON 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CDCD CD CD CONTACT WITH THE SOIL. DO NOT STRETCH - • �, �.�,;�. V MAX WATER SURFACE DITCH INLET CONTACT � LO Lo 3 3 1 .. ` # 4. STAKING CR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. `'`.- ►'.. .':.: ,..1. T : EROSION CONTROL MATTING " lq?ff SS•V��4 • -•:•:.:.:. '.r.,.-�.-.�.:� r .�-{, ._... ....rs-.�., --,"---s 'f f SCALE: NTS X91 •- t- ....,�.. .„� ... '......... ...............•::. .:. .... • DRY BASIN NOTE ” � `. THE STORM WATER DRY BASINS ARE A 111$W Fifth Ave.,Suite zs00 . .��• 12" TOPSOIL PERMANENT STORMWATER FACILITY AND MUST DISCHARGE Portland,Awe v2te 04 BE PROTECTED FROM SILTATION DURING THE 0:503227.3251 CONSTRUCTION PHASE. OVERFLOW INLETS _ F:503.va.aee1 WITHIN THE STRUCTURE MUST RECEIVE INLET 1-55 GALLON DRUM ,,,,,,..,icarr) PROTECTION. WHEN CONSTRUCTION IS PROVIDE CLEAN WITH 2" DIA. WEEP COMPLETE, ALL SEDIMENT, JUTE MATTING, CRUSHED BASE \` HOLES 0 NOTES: SHALL BE REMOVED FROM THE FACILITY. COURSE .r,' 1. REFER TO LANDSCAPE PLANS FOR PLANTINGS. 1 I I WRAP WITH FILTER RESTORE ANY AFFECTED VEGETATION. I- 2. EROSION CONTROL SEQUENCING: UPON INSTALLATION OF DITCH INLET. SEAL FABRIC © OUTLET PIPE UNTIL JUTE MATTING IS INSTALLED ON ALL SIDE SLOPES. 1 1 1 �° \ 1 1 U ` •WIRE TIES w TYPICAL SECTION ,0-i,-. ..4-7,_.. SUBMERSIBLE PUMP N DRY BASIN EROSION CONTROL '�"� 5 5 SCALE: NTS b �€ r4 \ F %... ..m."+.a. � ti ,ti SII p �4-•. ,k< ,M t^ ....._. key plan p 1' MIN. ■■ .....1 —— I • a _ __.__ phase BID & PERMIT SET U ONOTES: O PUMPS SHALL BE SUBMERSIBLE. CONTRACTOR IS RESPONSIBLE FOR SIZING PUMP BASED ON FIELD CONDITIONS. date February 9, 2018 0 revisions Q MOBILE 55 GAL.STEEL DRUM W/PUMP m POND DEWATERING I w Lu SCALE: NTS I 1 O I W J O_ w project# 16054 N ESCP DETAILS M O Q- mQ 6 I oU C 7 C7 . 6 co oz ...11.=1 CV LLj I CD- CVl.L -- --- - - ------- --- - -- (----,,,':',----) , NIINIIII 1 H 1 ......1 PUBLIC FACILITY IMPROVEMENT PLANS /,}«.. , ' 1 B I . LEGEND ' •___- PROPOSED DESCRIPTION EXISTING TEMPLETON ELEMENTARY SCHOOL PROJECT CONTACTS Dull Olson Weekes-IBI Group - - PROPERTY RTY LINE .. - - RIGHT OF WAY - - OWNER: ELECTRICAL ENGINEER: Architects, Inc. EASEMENT LINE - — - CITY OF TIGARD, OREGON TIGARD-TUALA11N SCHOOL DISTRICT PAE ENGINEERS - CENTERLINE - 6960 SW SANDBURG STREET 522 SW 5TH AVENUE, SUITE 1500 TIGARD, OREGON 97223 PORTLAND, OREGON 97204 907 SW Stark Street Portland OR 97205 USA . .. BUILDING OUTLINE vr/r/r/iiiiii////A _ TEL: 503-431-4016 TEL: 503-226-2921 �■I 503228 50 fax 503 www.dowa-ibigroup"com www.ibigroup"com BUILDING OVERHANG - — — — - 4..,..4.4.4. ..w.::...& .� . : `.x Y om ; i ;� ,� o� �+, w ', y .�, : CONTACT: DAVID MOORE CONTACT: MICHAEL LOPEZ r SIDEWALK/CONCRETE \\l s « W_,'. r �\\ . CURB -"x' \ � Gin` O\ 3_ CIVIL ENGINEER/PROTECT MANAGER: PROTECT MANAGER: PROJECT SITE i ?, �' . W `V`` KPFF CONSULTING ENGINEERS DAY CPM CURB & GUTTER ' �' \ \ ` �" 111 SW FIFTH AVENUE, SUE 2500 - - 12745 SW BEAVERTON RD, #120 U TE EDGE OF ASPHALT �` ` w ° ``:`" PORTLAND, OREGON 97204 BEAVERTON, OREGON 97005 GRADE BREAK : `` � ` TEL 503-641-4100 TEL 503-227-3251 " \ .`. CONTACT: PAUL DEDYO CONTACT: ANGELA CAFFREY RSD PROff - — — — - SAWCUT ' � �� IN� ss�o CYCLONE FENCE, UNO �` ` �" ,f ` ',\ \ v 4, ' y9 WOOD FENCE c r, V UTILITY CONTACTS - R t , * 79701 PE I x \ COT STORM: COT WATER: -�"'--- E " #WOW `\ � 13125 SW HALL BLVD. 13125 SW HALL BLVD. OREGONl. ; , SIDEWALK TIGARD, OREGON 97223 TIGARD, OREGON 97204 p ON�`1. it � v /7�� TEL 503-718-2607 TEL 503-718-2600 q(/(NARK��D� CONTACT: ROB BLOCK, STORM SUPERVISOR CONTACT: SAM MORRISON, WATER . I LANDSCAPE AREA OPERATIONS SUPERVISOR 1 EXPIRATION DATE: A/3Vaon I 255 CONTOUR 245 STORM DRAIN sl) IRRIGATION - ABBREVIATIONS SANITARY SEWER ss:, AC ASPHALT CONCRETE 55 SANITARY SEWER W WATER MAIN APPROX APPROXIMATE ST STREET BOW BACK OF WALK STA STATION BW BOTTOM OF WALL STD STANDARD G GAS MAIN FA(PER RECORD DOCS) `, CB CATCH BASIN S/W SIDEWALK FP FIRE PROTECTION CL CENTERLINE TC TOP OF CURB CONC. CONCRETE TP TOP OF PAVEMENT A CATCH BASIN ® DELTA TW TOP OF WALL • AREA DRAIN m EXIST-/EX EXISTING W WATERL UTILITY POLE iii\dt\ . 4 FH FIRE HYDRANT w/ WITH \� � ❑-■ # LIGHT POLEx1 \\n FL FLOWLINE WM WATER METER JUNCTION BOX '':' $17,:k,•.:\...721 G GUTTER WV WATER VALVE • CLEANOUT (COTG) � : •�24 N.N.ilk y�\:•; �. , lib:::. GB GRADE BREAK }, ( ) \� GV GATE VALVE MANHOLE MAP FROM: GOGGLE ■ HP HIGH POINT MIN MINIMUM �L WATER moi' FIRE HYDRANR METEn VICINITY MAP N NORTHING PAPROPERTY LINE Q �_ All- FDC SCALE: NTS PC POINT OF CURVATURE GAS VALVE 0 PT POINT OF TANGENT 0 R RIM — SIGN ? .'•:"r, ROW RIGHT-OF-WAY C.) S SLOPE (FT/FT) cn0 __ TREE ?" SD STORM DRAIN O c•7 i i UTILITY VAULT ` SHT SHEET L__Aas V • THRUST BLOCK O CDC U m F �I 0) G� Co i - w NOTICE TO EXCAVATORS: W (� co ATTENTION: OREGON LAW REQUIRES YOU m _ o TO FOLLOW RULES ADOPTED BY THE p OREGON UTILITY NOTIFICATION CENTER. Q o 'Rd- . THOSE RULES ARE SET FORTH IN OAR }t � C O O i 952-001-0010 THROUGH OAR z 952-001-0090, YOU MAY OBTAIN r w COPIES OF THE RULES BY CALLING THE CL .4- CENTER. E 1 V C M (NOTE: THE TELEPHONE NUMBER FOR Ch THE OREGON UTILITY NOTIFICATION ``CD CENTER IS (503)-232-1987). r C� .� L- m POTENTIAL UNDERGROUND FACILITY OWNERS 0 0 SHEET INDEX Dig ,Safely. Itljfilf r� o Call the Oregon One-Call Center SHEET LA SHEET TITLE > 1-800-332-2344 NUMBER ,T„ C0.1 COVER SHEET U a o CO.2 NOTES Portland,of szsi4 EMERGENCY TELEPHONE NUMBERS til SW Fifth Ave.,sults 2500 CO.3 EXISTING CONDITIONS F:593.274.4681 o NW NATURAL GAS www.kptr"coin Z CO.4 TYPICAL SECTIONS in ,c M-F 7am-6pm 503-226-4211 Ext.4313 w AFTER HOURS 503-226-4211 01.1 HORIZONTAL CONTROL w PGE 503-464- 7777 C2.1 SW MURDOCK STREET PLAN AND PROFILE CENTURYLINK 1-800-573-1311 C3.1 STANDARD DETAILS CITY BUREAU OF MAINTENANCE 503-823-1700 a CITY WATER 503-823-4674 C3.2 STANDARD DETAILS U , m VERIZON 1-800-483-1000 C3.3 STANDARD DETAILS J IE CO (NI C4.1 EROSION AND SEDIMENT CONTROL PLAN oa C4.2 EROSION AND DEDIAMENT CONTROL DETAILS MIIIMMIII C) �� key plan %5 °J I JOB No.: 1800327 9500 3W MURDOCK,TIGARD,OR 97224 SHEET NO. ci N.-. I DESIGNED BY: J.ADAMS phase BID PERMIT SET U PUBLIC FACILITY IMPROVEMENT PLANS [� t, R.CAD UA TEMPLETON ELEMENTARY SCHOOL Li j O� V� DRAWN BY: ` a 1q3ff �� y I CHECKED BY: P•DEDYO CITY OF TIGARD,OREGON date February9, 2018 O m Ier an , Rh Ave.,Suite 2500C I PLOT DATE: 2l7�18 10 15am o Portland,OR 972040 o 0:503.227.3251 O -\ N" o il d F:503.224.4681 Q O PLOTTED BY: rcadua SHEET OF revisions r uww.knfLcom COVER SHEET 1 1, at DWG NAME: CO.1-COVER.dwg RECORD NO. Z REVISION DATE DESCRIPTION BY TAB NAME: C0.1 1600327 Lu 2 w - _ I Z O I I— w EL Lii project# 16054 N PUBLIC FACILITY IMPROVEMENT PERMIT E.- PLANS <— oa mac, 00...,_ C8 . O a cNw L 1 4\10 • 1 1 GENERAL NOTES CONSTRUCTION NOTES CITY OF TIGARD WATER CONSTRUCTION NOTES CITY OF TIGARD GENERAL NOTES - GRADING PLAN PERMITS Tram I B I 1 1 I. SURVEY PROVIDED BY KPFF, DATED 11/2/2017. ELEVATIONS ARE BASED ON NAVD 88 (GEOID GENERAL 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT PRIOR TO 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SITE GRADING, 12A) VERTICAL DATUM ESTABLISHED BY 3 MINUTE GPS OBSERVATION ON CONTROL POINT NO. 1 BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW (CITY OF TIGARD EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY PROVIDES FOR INITIATION OF WORK USING THE OREGON REAL-TIME GPS NETOWRK (ORGN). CONTROL POINT #1 ELEV=273.25'. 1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON CONSTRUCTION PLANS, AND IS SUBJECT TO CHANGE PENDING CITY APPROVAL OF THE ENTIRE Dull Olson Weekes-IBI Group DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES CONSTRUCTION-DEVELOPMENT PLAN SET. Architects, Inc. 2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL WITH WATER IS NOT PERMITTED. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS ON THE SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, CONSTRUCTION SITE AT ALL TIMES. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. THE CITY MAY BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE PLANS. 2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING. ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY TIME. 907 SW Stark Street Portland OR 97205 USA 3. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO tel 503 226 6950 fax 503 273 9192 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION SCHEDULE A PRECONSTRUCTION MEETING. TELEPHONE (503)639-4171. 3. EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS REQUIRED AT ALL ; wwwdowa-ibigroup.com www.ibigroup.com PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C1.1 FOR PROJECT CONTROL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, AT ANY INFORMATION. 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS ASSOCIATION) TIME. STANDARDS. 4. EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR FILLS TO BE 4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION DEMOLITION CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED FROM EXCAVATED MATERIALS BASED ON THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT. 5. ALL WORK WILL BE INSPECTED AND APPROVED BY TPW, WATER DIVISION. ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, EXCEED 8' LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF 5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD 6. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW MANUFACTURE AND MAXIMUM DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. CURBS, SIDEWALKS AND OTHER ELEMENTS WITHIN THE WORK AREA IDENTIFIED IN THE PLANS. OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON MADE IN THE USA. PIPE SHALL BE MAXIMUM JOINT DUCTILE IRON, CLASS 52. ALL FITTINGS -i`s0 PROFESS DISCOVERY. 2. CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND SHALL BE MJ (MECHANICAL JOINT) UNLESS OTHERWISE SPECIFIED. 5 v ti N "O 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE UNIFORM BUILDING mac, ,� fF y' 6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DISPOSED OF PROPERLY. CODE. CONSTRUCTION ON EXISTING SLOPES GREATER THAN 5:1 SHALL BE ACHIEVED BY 79701PE r DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR 7. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL BE 36", BACKFILL BENCHING INTO THE EXISTING BANK A MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND THE REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW 3. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, SHALL BE V:-0" GRAVEL. SOIL AN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE ..v.------ -EE MONUMENTS SHALL BE REESTABLISHED BY A LICENSED SURVEYOR. DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO EXXON GIF 12500, OREGON BETTER. 8. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE ALONG THE BOTTOM OF THE STARTING BENCH, THEN PLACING A SIX INCH LAYER OF 134" - '�l. 1,0'� 7. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT 4. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING OPERATING NUT EXTENSIONS WILL BE REQUIRED. 3/4" DRAIN ROCK. AND FINALLY COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER ego MA RI(9�0�0 SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2015 OREGON STANDARD FABRIC. SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN TWO TO CONSTRUCTION JOINT. 9. POURED CONCRETE THRUST BLOCKS ARE REQUIRED AT EACH TEE, CROSS, AND BEND SPECIFICATIONS FOR CONSTRUCTION, AND CITY OF TIGARD PUBLIC IMPROVEMENTS DESIGN FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES. EACH 8-INCH LAYER I EXPIRATION DATE. tt/3V2011 I STANDARDS. LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). SHALL BE COMPACTED TO A MINIMUM OF 90 PERCENT AASHTO T-180 DENSITY. THE FILL I 5. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW SLOPES SHALL NOT EXCEED 2:1 AT FINISH GRACE, NO ROCK OR SIMILAR MATERIAL 8. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL PAVEMENT. 10. A 4" X 4" X $'-0" OUTLINE, SHALL BE PAINTED BLUE IN FRONT OF WATER SERVICE EXCEEDING A 12INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL • CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS INSTALLED. ' THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 HOURS IN BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 11. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ X 6" FLG. (FLANGE) TEE. 6" FLG. X MJ GATE ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO DETERMINE THE NEED FOR AN VALVE, 6" MJ X MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, UNDERDRAIN LAYER AND TO VERIFY EXISTING CONDITIONS. 9. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTIUTY A-442, 6' MJ, 5-1/4" MVO, 3-PORT (2-2}W' NST HOSE CONNECTION, 1-414" NST PUMPER), NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 11" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW APPROVED EQUAL: 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL ENGINEER'S 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE UTILITIES MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION REPORT/RECOMMENDATION CHANGES. TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND 12. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 134 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR UTIUTIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 COVERS, ETC. TO FINISHED GRADE. CUBIC YARDS OF CRUSHED 2" - '/i DRAIN ROCK. TAR PAPER WILL BE LAID ON TOP OF SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CONDITIONS FOUND AND COORDINATE BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE LOCATED. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 10. THE LOCATION OF EXISTING UNDERGROUND UTIL TIES SHOWN ON THE PLANS ARE FOR TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM 13. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION TESTS. A MINIMUM INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A DISTANCEOF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET OF FILL. SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY 3. BEFORE BACKFIWNG ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18' OF SEPARATION BELOW PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE 10. EXCAVATOR MUST COMPLY WITH ORS 757,541 THROUGH 757,571 (UTILITY PRE-NOTIFICATION, + ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. THE WATER LINE. ETC.). (...) PREVENT GRADE AND ALIGNMENT CONFLICTS. 14. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER SQUARE INCH) SHALL BE "L 11. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. WATER MAINS WITH A -II--a CREW. ALT. O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE STATIC PRESSURE GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE 0 (n WORK. STATIC PRESSURE FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PS 0 15. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO = Q 12. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE STORM AND SANITARY EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO Ca CONTRACTOR SHALL ADHERE TO CITY OF CITY OF TIGARD, AND CLEAN WATER SERVICES FOR DISINFECTION, FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. 72,1 MINIMUM EROSION CONTROL MEASURES AND CONFORM WITH THE APPROVED OREGON DEC 1200-C 1. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, CO PERMIT. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR DISINFECTION SHALL BE IN ACCORDANCE WITH AWWA STANDARD C651-92, THE STATE M TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOUS FEED METHOD OF DISINFECTION O ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE CONTRACTOR SHALL ESTABUSH UNE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE. SHALL BE USED. ti UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING A - SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. USING A LASERFREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE DISINFECTION CZ U Cr) r" 2. ALL CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER 0 0 0 13. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND OTHERWISE IN THE PLANS. SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH (POTABLE) WATER IS 0 FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. ALLOWED TO FLOW THROUGH THE PIPELINE SO THAT THE CHLORINE-WATER SOLUTION IS OF Ga = - Fi- F 3. COORDINATE CONNECTION TO PROPOSED ONSITE PRIVATE STORM SYSTEM. THE SPECIE ED STRENGTH. TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE CD 14, TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. PIPEUNE LONG ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION }+ to Qt CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF TIGARD FOR REVIEW AND PERIOD IS 24 HOURS. AT THE END OF 'THE 24-HOUR PERIOD, THE PIPEUNE IS TO HAVE A CD CZ I- p APPROVAL PRIOR TO COMMENCING CONSTRUCTION. FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L AFTER SATISFACTORY CHLORINATION, �= 1^ FLUSH THE WATER FROM THE UNE UNTIL THE WATER THROUGHOUT THE PIPELINE IS EQUAL W co CO 1- 15. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO TEMPLETON ELEMENTARY SCHOOL AT ALL TIMES CHEMICALLY AND ACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. DISPOSE OF z DURING CONSTRUCTION, EXCEPT AS APPROVED IN WRITING BY OWNER. THE DISINFECTION WATER IN AN APPROVED MANNER. DO NOT ALLOW DISINFECTION WATER p �, N WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE DILUTION OR OTHER SATISFACTORY 0 •:1- 6 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH METHODS OF REDUCING CHLORINE RESIDUALS TO A SAFE LEVEL AS MANDATED BY DEQ. 0 THE OWNER. 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER G) 1-- GRADE. w 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS L WILL BE TAKEN BY TPW. CIL w 2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS E C!3 o PER DETAIL. 16. TPW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR TO SURFACING OF G7 CD C7 o a a. STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND co m 3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH PAYMENT BY OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM F""' .� o DEPARTMENT REGULATIONS, CHAPTER 333. MUST HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE , ao D 4. COORDINATE TEMPORARY SHUT DOWN OF WATER SERVICE TO EXISTING TEMPLETON ELEMENTARY MINIMUM OF A DCVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE a. OF THE WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, O i SCHOOL WITH OWNER AND TIGARD FIRE MARSHAL FOR REPLACEMENT OF 3-INCH DOMESTIC WATER o SERVICE. OBTAIN WRITTEN APPROVAL FROM OWNER PRIOR TO DISRUPTING WATER SERVICE. INDUSTRIAL, AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED EL ON THE PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE u3 o EARTHWORKS INSTALLED AND TESTED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER 'Tiff" O 0 DIVISION, BEFORE WATER SERVICES CAN BEGIN. i 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE N $ STORM DRAINAGE SYSTEM. 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER 111 SW Firth Ave.,Suite 2500 SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR Portland,OR 97204 di o 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL 0:503.227.3251 C.) I TPW INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, ETC, AND 2% FOR f:503274.4681 DETAIL, AS REQUIRED BY THE CITY OF TIGARD PUBLIC WORKS. FLOODING OR JETTING THE ENGINEERING REVIEW, INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, www.kaff.rom Z 2. BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMITTED. INTERSECTION MAPS, ETC. LTJ C M E W v > 'LJ o O 1 7 r 00 0 a- yL' a E ,. Si' C.? v 1- J 1 E A Ca r N_ a oO O m� k e y plan 00 d -.0 JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o n- �� . DESIGNED BY: 3 A©ANIS phase BID& PERMIT SET 0 -- �� OQ �cj DRAWN BY: R.CADUA PUBLICTMPLETON ELEMENTARY TSCHOOL Oz 111 SW Fifth Ave.,Suite 2500 �` 0C' CHECKED BY: P.DEDYO CITY OF TIGARD,OREGON { Portland OR 97204 4. 0 . 2 date February9, 201 S -8 I l<PfifOt` �� PLOT DATE: 2/7/18 10:15am (� •,.5_ 0:503.227.3251 _\ 4' CI F:503.224.4681 Q O rcadua NOTES 2 11 revisions www.kn2com PLOTTED BY: SHEET OF CC DWG NAME: C0.2-NOTES.dw9 RECORD NO. I- REVISION DATE I DESCRIPTION BY TAB NAME: 00.2 1600327 I Lu LEI W z O I 1- Li.' a in project# ; 16054 PUBLIC FACILITY Crl cza IMPROVEMENT PERMIT Qs PLANS c,r Lii(73 60- ‘-6 co-,-: C8 . 1 Nu j LL 111.11111111 n ..,....,, now L .....„, , , , i / i „:„ I , ,___,„,_3„,,_, _,„, / ..... ,„ ..,.. , , . ...„ , .,,._, . i I „...... : / i / , I B I \ 1 / , - : / , ! 1 ...... ..„ i i - ,„,,,, .. .... / , / ...... ! i ,.s. .. 4.,,, i / 41 .. ii /,---- . --- ---(' 16',.„,, .t. 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A . .. `� :o7H�I}\ -'w..w �.�'-\�D�i��i. ji�%,.,� -.ar�N.1�' a..r' �1+�Minn ,. ur�ania�. e_ ro ....,,, ,,,. •:�'.�. � �� e 11+ 49 II ! I ? V ,, SW MURDOCK STREET BIKE UTNE I A ,....N.:„: any , I PT 10+36,87 R, t. STRIPING b h I It,,,r i O `t RT 16.00 A 2 ` _,WATERLINE EASEMENT . ` DOCUMENT II" O 2005-031024 t I r E V ....._ t yam( I y :_• i I Cr) I ice_ I 825.75 � ' '. / B a EMPLOYEE up N. h 1 ��, \ STOP D /' ' - {`'moi•'\ i ,�' •. isi'• PARK. • ,. .. - .. Y2K• : I ,, \ CU ` ` 1 i :i a � ;; fr/ . •WVL . • CD v ( cv L'> tJ °\ . 7 CJ...9 ice/ i \` f, 11+39.47 I � (�C • 0 = c: U , c. 0 :: i1 t t .u i % \\\\ RT 22.50 i \\ .�...A i • " I g H \ t: J . sr u `\ LOT 18 .� as I- ni I , 0 - ‹7 , c. c7 ' cr \ t; I / /� `\. 11+40.97 I r LU CO u2 Ni \ , rr ';f ,s ;� / 1 \ RT 24.00 END CURB WALL- • �, ` c, i7 c: =i <:: RT 24 00Il ry. y x n I , I ° C.1 I,1 ?' `. (I al j I I - r Stirf• }' .. "Da0 i �� °. c _� c_ t: PC 10+11.5011+59.72- 1 ,i- ."-; t-i ' c� ' c: . 4 RT 39.77' ti �' r .... Z J _� E� RT 24.00' 1 i c: oiJ c: az. NJ I pwp�,, c� w :, Z I } r. �:v E {� ,. >'-u \ , a 3 —(1•1 M c 7 o LO cr ` I I I CD O 4. ,\C:3 a C. 1 r ;l I I' �: I i ti ``� w`�r� `. M C' (� Q ' I • ! I. J .i r 1 CD a� \ \ , C 1 ��r', ° O \ lam 2 •r ++ \ • I N‘. \\ \ ill:/7 „/"./ 1q3Iffi o a `'C=: i]i ..\ ; I mo, E' o �— N , .�F '� \ \7) \ • I 1115 OFl503.227.3251 90 2500 t.) I 1 • ,• �/ I f • \\ \,\ y1111 F:503.274.4681 f „ Portland,OR 97204 6- I ,/ // ` , \ \'\, tY1YW.11'01,:CWi1 LLJ C ! / ! \ � 1 j i \ \ N // X t\ / ! ICV • ICV ,M a I ICS CO I N , 25.00 25.00' .°"�, —.._..._ E wo 4r a ,E t'. ( '1: i key plan 0_ Oro I JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. ag� `�G DESIGNED BY: J•ADAMS PUBLIC FACILITY IMPROVEMENT PLANS phaseI BID&PERMIT SET U yRAFDE BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL , 1 SCALE 1 INCH=10 FEET QO vyC 1 g 4 O5t CHED BY: P.DEDYQ CITY OF TIGARD OREGON datell February 9 2018 111 SW FlRh Ave.,nye.,Suite 2500 = ! = Portland,OR 97704 PLOATE: 217118 10:15am (,� o ci 16 1�} 0 10 20 1<PffO;503.227.3251 Cr_`� �� cr) 1 k Q O PLOTTED BY: ntadua SHEET OF revisions I >1_ www.katcomDWG NAME: C1.1-IIOFiZ.aW9 HORIZONTAL CONTROL 5 11 CL flP1 RECORD NO. I Z REVISION DAZE DESCRIPTION BY TAB NAME: C1.1 1600327 uJ M _i ---- - - --. .. Iii Z O I— w J El- w project# 16054 N PUBLIC FACILITY IMPROVEMENT PERMIT � 4`- PLANS _ co,: C8 . 4 4 ,. N ifij ,svo (------- i min , .. .. .. __. ,, Illi z : , " . , ,: • , 1 SHEET NOTES Ca i 1 278 . . 278 I B I : : • : „ „ , , - ,,,, , ' I 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL . t. t .:. • , I 1 1.--...-..-1 277 i 1 ' 1 ' r , , 277 2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED i '' L 1 i 1 r i i ; PER DWG Na 120. SEE C12 1 . --..,,,,,,,._, ,_ I : = ! : : i t I t 1 1 • t , I -....._ . . 276 Dull Olson Weekes- IBI Group ! - • 276 --. .............., ---'-1---: : ' 1---t-• '-±- _ - ......„ i 3. PROPOSED ONSITE IMPROVEMENTS SHOWN FOR REFERENCE Architects, Inc. : . r1--. :! t' 1.. - i i ,i• • .1 : ' AEXTISCIIENNGTEGRRUANE •:. I : . ' , ' 2 ONLY AND CONSTRUCTED UNDER SEPARATE PERMIT. 275 . : 1 -t i i I• L , EXISTING GRADE : : : - ' - • • o o - 275 4. STREET IMPROVEMENTS SHALL CONFORM TO TYPICAL SECTION 907 SW Stark Street Portland OR 97205 USA , „. i. '...- ---. •--.174*-- ,,,- i I ! i ; ; AT SAWCUT 1 oi i : 1/C0.4. tel 503 226 6950 fax 503 273 9192 PROPOSED GRADE ' co " ------1----L-4-1--4---- 274 www dowa-ibigroup.con www.ibigroup com 274 -------: ' ' 1 i .:,--, ,.„[ ir---r N ...- li . ._ _ ---' -3.03x - ' , . , n • . ' i f -5 273 --•-•- -. - -• ...'•-• +.4- . i 1 (il i.0 II 6 : - 273 01-- • ° - .. I 1 ® KEYNOTES 272 - ...--------+- : ' - :1:-.- .--1-- . , , 1 : , , : ..---..--....--. .,-. . 03 9, +" • • - 0 r. : - I . -.....- .04_1- , • . , ''- .. : .-!.-.--4..... . ---T --- ' ' 272 ' " , ] f „. ,. .-N " 1 ,_ . 1 PROTECT SIGN "I" -40 0 - '''''''' : :: '. . ' ----- -Z49t . . - t%,E.D PROA'ess/ ."i :: : : ! ii : :: \ 271 ' - I . • ': :' •:•• : i 271 2 PROTECT WATER LINE a , ,ki,0 I N t.e. 4. '. : : '. 1 ' ! : : : ' • :: : i 8 4'd ,,, 4. I- m 3 REMOVE SIGN AND FOUNDATION SALVAGE NO PARKING SIGN 7970113E 270 -.4-1--.-1.-.4. • - . - - -- - - - -.-1.- _ 11 i j ' _,L. ,.„,, in 0 - 270 .,•.-.--° -:7;;; ------- --, : t---1--• .1....H -..,- : ! i i: i i -.CD mi. "to 4 PROTECT FENCE " r I -1-: 1-7,c'l OREGON ,dr-- - 269 . . ••••• : t : ; I ••• ''''- ..1 .... .. 269 11 SAWCUT EXISTING PAVEMENT A 4t. ri 4b, 'I NA RK 0-•C' .. r. . ' • i: •i - ' 12 REMOVE CURB 1 I ; : I - 268 1 EXPIRkTiON DATE: W31/2One I , 1 . . , : 13 REMOW SIDEWALK ; •- 1. . I • • 1 1 1 267 •t : t r , , - i i 267 14 REMOVE AC , : i 1, • • I : 15 REMOVE TREE COORDINATE REMOVAL WITH PRIVATE 1 11 . i • i : i • ' PROPERTY OWNER. 266 266 I 1 i 1 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 16 REMOVE SIGN AND FOUNDATION. 21 CONSTRUCT STANDARD CURB PER DWG. NO. 125 PROFILE - SW MURDOCK STREET (SEE C3.2) SCALEHORZ1 = 10 22 CONSTRUCT CURB AND GUTTER PER DWG. NO. 126 VERT: 2': : " - ' (SEE C3.2) 1" 23 CONSTRUCT CONCRETE SIDEWALK PER DWG, NO. 12. (SEE 03.2) :. .: ,/. 11 : 1.;,t,-,4-/ --k '.V.- / ....L. I . .:4A., 24 CONSTRUCT CORNER RAMP PER DETAIL 3/C3.1. : \ -i-,t i \ /` / ..---1`' / N .. -' ' 25 CONSTRUCT ASPHALT CONCRETE PAVEMENT PER TYPICAL 0 D/W SECTION 1/C0.4. ...- ,„iii---,, 1 • L- BUS/ MPLOYEE NO --, W 7] cl. No 1 / , .. I/ .: ::1.: !Ai mom, ''IlF ../ TEMPLETON STOP 1 E.N.TRANCE ONLY ! PARK ' •\ PARr / v 11/1 IA'-'4,/t/E411. 26 REINSTALL SALVAGED "NO PARKING" SIGN PER DETAIL 0 Cf) (:1 L g ..... .i / , :" ! ,P.-.13.::ti-A ,,.-:-; - ...--1-; - -....- - - ----- ):*r" -•-•' .... i 0 c5 ..- . , ,,,... , . . .,... .... .. , , • , 27 INSTALL CURB WALL PER DETAIL X/CX.X. = / :. ........:,. .. . o • , ,4........ „...C.D., • ..i ,0-17. . ', . -_, - . C.) - -- • . * ' ' / 28 INSTALL 4" BIKE LANE STRIPE (W) SEE ODOT STD. DWG. Cr) 0 111111161111W . • . - .. •• ,r1 n N N. •••• , 1141 CNI ooe.4..... , ..1 tri 04 29 INSTALL BIKE LANE STANDARD STENCIL (BS) SEE ODOT STD. a in N 0 . ., • . • • 43.,,74,•• ,-- - - • ., A.• CO C .) cr) ,..i- • . en+-n IIIIIIIIIMI : . • IP DWG. D4503. . . , ±i rs:: o..-z L., • • .,„: • . :::_-z:LL: 1 milme re% VIEVA 30 DOUBLE YELLOW STRIP 0 %.1 I CD - . , 1/7. ./ 'vim. .--i 31 RESTORE STRIPING IMPACTED BY CONSTRUCTION. = 12- ., cr) , -0 ' 11111111! .. SW MURDOCK STREET , / OSD ROW CB-.,1_... 81\... -girl_ ":17 Adta.:: 4 . E a , . .., - it 41 0 1 - 11+59.27 RT 16.00 , loyfr wi'• - •••• .: ,. /' 32 ADJUST GATE VALVE BOX TO GRADE PER DWG. NO. 503 CI) CZ i- 111111111111111111 icle) Lip, 10+68,07 2 1:1_ 0\ • 01:T1-151:60' UP RT 12.79 0 0 e irliK : ...,10-- WATERUNE EASEMENT/ (SEE 03.2) - .....r um 00 "-; 0 00 0 0 ,,,'''. * u cz, w co co u ...., i. * I irtnrsttl C7) ,,/ alillEM _ C = ' .1 III .•• • __ = -\- v -4' €N - - - - - Tftt A .• ---- I- -c" / cz, r--- c) -,1- - / -0 . . .•-• 1 c - ..., ...--- -•` ; N ,- •9: : • ./\ ...4- m 4. l'' ' ,.` 0 . 6 ,;:i A i .1 / ',Ai. - • , ,, Lu r, YOUlarT1 ' \\\S\ r 1 CATCH BASIN G-1 WITH BIKE SAFE GRATE PER DETAIL E . . /;;;?,&' .,-,4,-, \4ito ''''..:-----N _ _ _ _ -... -- , • CO cz) c, CD ce 1/C3.1. a) •- co Li) LL.) 0_ . ikg \,.: , .•r;Z..j)/ /0" tv 4 1 1 \ .' L-11 : ' •.,. 2 INSTALL 8" DIA, STORM LINE PER DWG. NO. 180 (SEE C3.2) 0 u - - • ...........__:/-. (2-:•-•I'/ ,// \\\I• , . - 1 0 N t 7 .'. / D m , ,./-' / i .‘ \ \ ° grik 10+74.14 11+32.44 (3-' LOT 9 1 I' .,.. ' 3./' 1 \'‘, I 'y.,. #ilitellnirox: -., 3 CONNECT STORM LINE TO ONSITE SYSTEM. SEE ONSITE / :'- 0 -. ..,- i 't \ 1 • ' N Mir RT 17.84 : , PLANS FOR CONTINUATION. RT 18.40 -...1 11+53.61 ,....• ., 4../ ',..;• 1q3ff ce: H . :::•. \ : 0 It- ;:::, r. •-• /0 / / • \ \ W -;:. ..,, -i • ,), 1 \ ' RECONNECT TO I pr o : ni $f • EX SERVICE PM "W:- ',.; 1thl 4 RELOCATE FIRE HYDRANT ASSEMBLY PER DWG. NO. 542 i- 1 !WI III 1 i.Vb.-A : 12 RT 22,86 / (SEE C3.3) LLI i . .-::: • :1: 0 ,,,.-. • / 1 , • LLJ < •:"3 ' , LLI. : P,4 / 1'• , StP 0 / , 1.•, , .• - 5 REPLACE 3/4 WATER METER PER DWG NO. 520 (SEE C13) „. r----........., I-- f,,i • , D 0 - : L ...J...., \-; i i ' . . 4,2 a , .,.i -. 0 , ," • 111 SW Fifth I\ Ave.,Suite 2500 6 INSTALL 3" WATER METER PER DWG NO. 523 (SEE C3.3). Portland,OR 97204 ALJGN VAULT WITH BACK OF CURB AND FLUSH WITH 0:503.227.3251 i (0 '' F.503.274.4:581 0 • ,' 0 : 0 , ' ,,.,, 1.1.1 1 ,r, II ADJACENT SIDEWALK. www.katcom Z 0 , : l' ...1 ./ Lu . 4C; i 1 . L- I . ; . ,' .z.): 00.- 1 •. ii\ / • I[....i I, Lu 0 i I " • I 0 / ; ,• 04- -4:milimailawtmx,A, ! c-0 0 '' 1/4":••• I 4 4 . , • ' : 30 \ ,, i. v , ',c•.-:. 01 ti 0 a>ED = : E PLAN - SW MURDOCK STREET Nun SCALE: 1" = 10' to key plan 926 0_ ._.. I . JOB No.: 1600327 I 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. 6 0- N---- 1.) DESIGNED BY: J.ADAMS phase; BID& PERMIT SET 0 DRAWN BY: R.CADUA PUBLIC FACILITY IMPROVEMENT PLANS "- ltPff 111 SW Ave., 2500 'St.- <5:55-‘4:53% pp70:T T ETC CHECKED DATE:BBP217.DP I Et3D Y10°:16 a m TEMPLETON ELEMENTARY SCHOOL • 005 CITY OF TIGARD,OREGON Cr Z"6 0 2 • 1 date February 9, 2018 8 0 ‘)% 0 0:503.227.3251 E 7_ F:503.224.4681 k q 0 rcadu a SHEET OF revisions UP ww:, .0:17, SW MURDOCK STREET PLAN AND PROFILE s ii >- x 'ci.t DWG NAME: C2.1-STREET-P&P.d'vg RECORD NO. ! I- REVISION DATE DESCRIPTION BY 1 TAB NAME: C2.1 1600327 Z L.L.I 2 L.L.I _I lil Z 0 F- L1.1 _i CI_ 2 L.L.1 project# 16054 F-- r•L PUBLIC FACILITY CNI co IMPROVEMENT PERMIT ‹- PLANS ,65 60- --(...) .0--- C8 • 5 CD CNC'j Lti Mill.1111= 1 i PROPOSED GRADE AT TOP OF CURB 1'4"preformed filler, Ju c.) Frame&grate 1 r/i" Curb{Type var.) when required Slope 1:12 nom. 1- (See general note 2) (See general note 4) Topof curb / (TYp.) ui ,-. Tracer wire , (See general note 9) EXISTING GRADE ~' W (See general note 5)) Shape bottom Finish grade Normal pavement slope, 1 !Normal gutter tp \\ when directed __ .- ,-, ___ I e i flow line u to '?: h 3;"preformed filler, 1� I - Dull Olson Weekes- IBI Group 1-- u7 �, cv -} } Base dray, Eci N . . when required I I 4"drain pipe(Fyp.) 1 Depressed gutter Architects Inc. N (tel -- (See general note 9) _ flow line ' N."� t" 1 s --, 6- IL•+ A r backfilr r 1" x t A r batk#ili (TM/ -I'-6" N x 99 5 °aR 88% 3,3 = Subgrade W° I Q 2' �� -, ti ,r - + ■ E u� Subgrade 1� 6" 907 SW Stark Street Portland OR 97205 USA 3. + - _ - `: 1 } tel 503 226 6950 fax 503 273 9192 1.03% 0.33'X' -- --2.83X -•,.,,. - v :, t- / ' ease drain, 1. . •' ." .T_ 3,33% _. ,...,�.,.•�..u�..• ,.,�,,��„„„..��< _ 1 Tracer wire t' p-.-i 4„drain pipe Tracer wire Cryp•}� to ------,doors-i g p m www.i g p m 275 $g .. �........... .. - 275 .l• (See general note 5) _ - I (5e era note j d - --7 'bi row .co bi row .co • • e gen I 5) • m c_. C9 r� N�"t In N ,N 6"F� W r 6" > lri n Tri M�CP cGo inN tnN In N - - m +in N co in N Pipe connection varies I �,.6 a c Pipe connection varies n, ° Pipe connection varies (TYp.) -E ', (TVP.) E• - } (See general note 11) t (See general note 11) f (See QED PROFC PROPOSED GRADE N - / _ (See general note 11) c.5 aG I N�FSf�Dy DETAIL A Sump I AT GUTTER ( ee general note 3) ! - - (See general note 3) ! • ck w 79701 PE •P 9� 273 ; 273 $ WITHOUT SUMP 6" w, 6^ 6"E= z-4�a" 6' 6° m y yY� 3 4'4" normal OR 4+95 5+00 5+50 '2 Pay limit for conc.inlet CR-1 PROFILE SECTION B - B (See general note t 0) o at• 10 100 O SCALE: HORIZ: 1" = 5' SECTION A -A �!NARK 9�� VERT: 1" = 1' #4 bars B1 I EacrrxnnON DATE: CAMS 116" Top back of curb f Top face of curb 2,7 1Normal gutter flow line GFor details not shown, AA�gggr.backfill -- '"'�"� �'t i A see Inlet G-2 I TABLE A A (IVO.) r . .®�e�� a. :, -r- �'ctv INLET TYPE W I w, l. -L -2 SECTION C C I G-1 12'-87.48 11'-8((" i . • /: . .. •)__[ INTERSECTION I G-2,G-2M,G-2MA 13'-3t/s"12'•3 �� Tracer wire(Typ.) ,A , -i 4Ba drain pise pe(Typ,) i 0 ' : 5+OO.flO (CR- 1)= NATE: i i '- (See general note 5) 10+40.00 RT 16.00' (SW MURDOCK ST) laced , l \I I ..Frame&grate �� /: falce of concement to crete ete un ess e shown or noted othclear of erwise rest �a"preformed filler,- ,I (See general note 2) 4 ;' 5+03.13, PC (CR-1)-t2; when required (See general note 9) B 1J \--. Concrete inlet 275.31 TC #4 bars t&6" GENERAL NOTES FOR ALL DETAILS: PLAN . : _ � 274.81 G 1. Where precast inlets are used as an alternate to cast-in-place Inlets,a 4'compacted leveling bed of TYPE G-T G-2 G-2M ` sand or%d'-4 crushed aggregate shall be provided.All precast Inlets shall conform to requirements of : f . cnlc eooa N/A ;as:un¢REPORT cart 21 Jt1L•201 S (275.31) 5+11.80 (CR-1) IASTM C913. NO k a ,. C 1- 14-1.j7"1 C 2. Graphics show G-1 inlet with Type 2 grate.See Table A for inlet dimensions. Nor€. Al m,terai and workmanship shall bt in arcnrdanct with 275,56 TC c^.e arre, Orepon Standard Aper Manors „-„ •' 275.06 G t a J Type 1 grate allowed only In locations not subject to bicycle or pedestrian use. y,Itii1II:I For frame and grate details,see Std.Org.RD365. The selection and use of this OREGON STANDARD DRAWINGS t� 5+19 31 CR 1 I 3. For sump only where shown on plans,and allowed by jurisdiction.See Detail A for inlet without Standard Drawing,while de U ( ) Frame&grate ;f \ sump. signed in accordance with 275.31 TCG . 4 IJ (See general note 2) CONCRETE INLETS L / • 4. For curb details,see Std.Drgs.RD700&R0701. generally accepted engineer }+ r _. r z 5. See Std.Org.110336 for tracer wire details,or approved alternate. mg principles and practices, TYPE G 1, G 2, G 2M, & G 2MA p �._ J 6. Max.pipe diameter varies with pipe material. is the sole responsibility of 0 Cl) _ 7. Location,elevation,diameter,slope,and number of pipe(s)varies,see project plans, the user and should not be 2015 t � , . ` ~M � 1,-.5gradeused without consultinga onto SEs sto a oracemo" ,p 8. All concrete shall be commercial concrete. PLAN 9. 3'4"preformed filler in concretepavement orgutter to extend thickness of concrete. Professional a'mlG stvsmwmsmC `` .. R25 75' ,, w ( only) throughRegistered fn ti it .R111$! ; tt s / v: TYPE G 2MA 10.See Std,Drg.RD363 for gutter transition section,when curb and gutter are required. grocer. V 4 • ;, 11.See Std-Drg.R0339 for pipe to structure connections. O S� �qtrCi) f.7 Effective Date:June 1, 2017 - November 30, 201 7 RD364 0 N ti 5+26.09 (CR-1) ` J U 0) 275.38 TC/G 1.-5-%'-':".,-;:','s , i• / - CC R A` '` �$ `275,40 TP c rn CC O ` \ -. CATCH BASIN AT CURB U ! F 1 SCALE NTS L ii ) V V �S ci r EC� a (275,6± \� `1 275.65 TC/TPS 0 LLJ co c75 5+35 28 CR 1vi 0 275.91 TC o ( ) .- 'ti/ 275,41 TP I 275.66 TC 1 I--•- 275.41 G 0 1 a O o 275.98 TC 0D 03 A- 1-- / n ' 275.48 TP CIO w t L > i_ SEE STD DETAILW120 LK6" 6:1 BATTER Cn m m o' , . t i a f. ,...... ON SHEET C3.2 CD tC� 275.75 TC/TP 4" �-: '.-^ (275.5±) .- / L a a 5+41.29, PT (CR-1) _ .,..-y.: --\ e (275.51) i,i€.�.r.. : 6:.:- ? K; .,,;.r.; a r 2D MAX o (275.8±) TC �! _ \I _., I I �..,?,:=:'_ _ ••":2 1q3ffi D _ (275.2±) G `+ 0 f, • 1;:::: i '., _ -'i 2 4 MAX J v i Q °o X � 0 yY- :. :.: E ':...:. 111 SPortl nQAOR 972042500 Cf; In " """ """' r,v,,, e 0:503.227 3251 1 [r , +.:::::: ! t F:S03.274 4681 F T Z o W , www.kofi.can kuE W ar NOTES: O 72 o I a 1. CONSTRUCT CONTRACTION JOINTS AT 15' MAX. SPACING AND AT RAMPS. CONSTRUCT d °' CORNER RAMP DETAIL EACHDRIVJOINTS IN AT 200' MAX SPACING AT POINTS OF TANGENCY AND AT ENDS OF _ U m 3 SCALE: 1" = 5' CURB WALL -- SCALE: NTS d o.6 � � k e y p l a n OJ Lo co io . - . CL o JOB Na.: 1600327 951X1 SW MURDOCK,TIGARD,OR 97224 SHEET NO. N\ V DESIGNED 8Y: J.ADAMS phase BID& PERMIT SET (aj g PUBLIC FACILITY IMPROVEMENT PLANS J 0 QQ 672 DRAWN BY: TEMPLETON ELEMENTARY SCHOOL z �` CHECKED 8Y: P•DEDYO CITY OF TIGARD,OREGON o 111 SW Fifth Ave,Suite 2500 O y C3 . 1 date February9, 2018 PLOT DATE: 217f18 1D 16am _ oo:503.227.3251 Portland,OR 97204 ` } d w 503.224.4681 �J STANDARD DETAILS 7 31 www.3.224.4 PLOTTED BY: TC�dUa SHEET OF revisions IY 03.X-❑TLS.dw RECORD NO. DWG NAME: A I- REVISION DAZE DESCRIPTION BY TAB NAME: C3.1 1600327 I w i W o W J CL wi project# 16054 N PUBLIC IMPROVEMENT PERMIT PLANS a- 46 Cs oCLC8 coU • 6 oa NW CLL 0. (----,... .n :_. ..... . iJI:minwL,.:,:,L„ 0.4„m,,,w ,,:latotte ti.,,:inalia . , , ,.:,.,..„,„,,,,„,,,,,,,,:r.:.,,,::::,„ ,;*pg:!:?in:!mRK,, E E • IBI CURB .,OINT DRAINAGE BLOCKOU I t SEE STD 1 /3" I.D. :SCHEDULE 40 WV ABS OR DE TAIL NO. 1444 q' FAIN SEE N0 5 ROW 1"--.-1 I 6" p PE (W/CWPL!NG r Dull Olson Weekes-EBf Grou p q� _.,. .. � ROAD ---� AAAI .I 1 _ a�E Architects, Inc. A T... • • ll 4" R.. fes` EDGE D\. I ...�.. _ I�n ....7.... ,, .........�. 'E.--Epid l "11. '1,. W T 1.I E�4/ 7- n� - DRAINAGE 3LUCKOUT .•� " " «A % 7 i .y Y/7-,i ::,...,,r,..,_ AAAA. 5.�.. n- _RA• \...•f+" OF 3jA"-;1" BASEROCK � � _ i._..., AJ1 2 �EaR MAX. 4" 907 SW Stark Streei Portiand OR 97205 USA PVC) BASE COURSE . . • tel 503 226 6950 fax 503 273 9192 A DWVI (ARTI�4p 40 f '��`"9- www.dowa-ibigroup-com www.€bigroup.com ,... 1.6'-2.4 ... COMPACTED SUs3GRADF. j -�'"'"r'- I �Ru TTOP DIAMETER OF 509b- -TOP MARKS DOMED SIDEWALK ADJACENT TO CURB �;1,A/7'. A --ti_- I PIPE yr/COUP_ING 24" - 65% OF THE BASE THERMOPLASTIC SHEET ��',a • ') ' 16" OOMPACTEt. SUBGRADE O N„ DIAMETER TAPERED EDGES .., •o" ;a o OO © © 0.2" WHERE EXPOSED - PLANTER - kFHv-- 5' MIN. ----._.._...---f' ROW fi O O ., 1.6"-2.4" ' STRIP �1 f} 4 ""© © © �J _ {' - C f1 r. • CONCRETE TO HAVE: A BREAKING STRENGTH ,J 3600 T'.S.I. ATTER 28 DAYS. ` f 0.2" Rr`An Y- 2% V-`' 0 C)') `A . 4 ' • ?. EXPANSION JOINTS . r . © © © © a. . . ��`��,c,11.46.„��pa�ss�Oti # f » �tt'il?:E.+..I r f { ! A. TO BE PROVIDED: O 0 © © 0.9-1.4 BONDER PASTE 4, 4, 'P 9� �'. _ ;-.[ I O 79701 YE +` g"-�.• 1) AT EACI-! PO!N'T QE-- TANGENCY ()F THE CURB. r '•..-2" OF 3/4"-0" I 2) AT EACH COLD JOINT. 0.65" A -SEALER PENETRATION �_, . COMPACTED SUBGRADE-/ BASEROCK COMPACTED SUBGRADE 3) AT EACH SIDE OF INLET STRUCTURES. MIN. - 1/ SECTION A � --- ------- OREGON NOTES: 4) AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB EXPANSION JolJOINTS:Ts: 5) AT LOCATIONS NECESSARY TO LIMIT SPACING 10 45 1-EL'I. A ��1, rt 100 p NOTES: •f0, ��1 t''. A. TO BE PROVIDED: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING. 1. THERMOPLASTIC DETECTABLE WARNINGS SHALL BE INSTALLED AS SHOWN IN PLANS AND MARK D 1. CONCRETE SHALL BE 3000 P.5.1, Af ER 28 DAYS. MTH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 1) AlAT EACH POINT OF TANGENCY Q. THE CURB. DETAILS AND TO THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. THE DETECTABLE 2) AT EACH GOLD JOINT. WARNING SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LINE OR OTHER 1 DPIRATIONLJA11: WSVaOP 1 2. PANELS TO OE 5 FEEL LONG uNLEss OTHERWISE sFECIr LO. 3. CONTRACTION JOINTS-.3) AT EACH SIDE CF INLET STRUCTURES. POTENTIAL HAZARD IS 6 TO 8 INCHES FROM THE CURB LINE OR OTHER POTENTIAL 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1:2" PREMOLDED ASPHALT 4) AT EACH END OF DRIVEWAYS, A. SPACING TO BE NOT MORE THAN 15 FEET. HAZARD. IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRA.DL TO FINISH GRAD; AND 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET, B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2'-d' OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO 2. THERMOPLASTIC DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURER'S SPACING NOT TO EXCEED 45 FEET. 2. TRAVERSE EXPA'N'SION MATERIAL TO BE PRE..-MOLDED NON-EXTRUDED MATERIAL SUBGRADE OF STREET STRUCTURE: OR 4" IN DEPTH, WHICHEVER IS GREATER. RECOMMENDATIONS, WITH A MINUMUM THICKNESS OF 1/2"AND SHALL COVER F'NTITE CROSS 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURD, SECTION OF CONCRETE. 5. DRAINAGE 3LOCKOUT -- 3" DIAMETER PIPE: THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 3. MANUFACTURER OF DETECTABLE WARNING: 3, [FA VERSE CONTRACTION JOINTS TG BE SPACED NOT MORE THAN 15 FEET APART A. 3" LD. PIPE WITH COUPLING. TOPMARK BY FLINT TRADING INC. 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB 13 USED W TH A CIE?TH OF AT LEAST ONE FOiiRTH GF THE G'RGSa SECTIO 'A AREA. B. DRAINAGE ACCESS THROoGH MTING CURBS SHALL BF. CORE DRILLED OR CURB PH: (336) 475-6600 OR I- SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM :THICKNESS OF' 4 INCHES. 4. CONCRETE BREAKING STFREND DI TO BE 3000 PSI AETE 28 DAYS. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. WWW-FLINTTRADING.COM C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' OR APPROVED EQUAL 6. DRAIN BLOCKOUTS IN CUR85 SHALL BE EXTENDED TO BACK O` SIDEWALK WITH 3" DIAMETER 5. DRAINAGE "ACCESS THROUGH NEW CURBS SHALL. itE PLACED A. MIN. OF 2 FEET ANC. A MAXIMUM OE- 3.0• FROM PRCPER'fY LINES. SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO 3E PLACED ANC MAx. OF 3 FEET FROM PROPERTY LINES (SEE NOTE 5 STD DETAIL No. 126 Z DETECTABLE WARNING - TYPE 1 OVER PIPE. 6. FOR SUBDIVISIONS ANFOR SANITARY AND A "0" FOR STORM DRAIN SHALL 6. FOR SUBDIVISIONS AN "5" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL SCALE. NTS 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL APRICRIEI lir DT ECET r.,FTIC'•ARE. NO SCALE AMONG nt olum,E±N I FCNAEL A.STONE. P.E. CM RELGC.180 NO 9CArE K'IT'S DIEGO!: • ST NO SCALE ouu;ar MICHAEL A. STONE.A.E. (DIEGO!:rc,�+ uICHAEL A. STONE. P.E. EIRREVHk91HV1i U1V1b1ON ,75.t„D,®+ CONCRETE DAC,. NG- :1liNGENELRING DnYAION p+,, R STANDARD DinMo • *:,,GnrTB71JN9:D1v]5IGN DMDeOiQ1 UNG.NO. 11 r 'x"'norm f97T0LEewNYAEP.:+T i.i. e11BlsCV AKA DY!Ph9ll'Ml"[' EI PORI AC WORM nF3AYl21F.1T �/�� CUTTER L1136S.W.NAIL TE.1V. PLS/ 1T1253.W RALT NAM �1 2 - V W c" EI.v1].D1 VD C /�/� U TIG �sYn TICARD.ORHCfiN 9172; JANUARY 2013 SIDEWALK 120 -.HARD,ORFCOk 9'/12S )AWAKE 2013 CURB 1 /5 -- 'i1r.Aa1)nHTGON MD JANUARY 2013 126 'Illi) V 4 (S%161vJ171 1s. ' 4VECl�PO17 419-41.71 L• TIG,iI ) HOI J- ar)1 1Ei V FAX(i13)614-7117 APPROVAL DATE ]AY:(.ASS)YLYl91 APIntm L 0,4W RAA.(Skin AFa'(v[ APPROVAL DATE As required in CROSSWALK-� 0 CO Off typical sections STRIPING X Q0 Of construction OUTSIDE OF WITHIN 151D• EWAL4C Q Street Street PAVEMENT PAVEMENT Cl)Rg510E ry. Area plans EXISTING PAVEMENT, DIG OUT REPAIR -----SAW CUT OR GRINDING .) - /( V T---cut (see DETECTABLE WARNING, ' }• ♦VVV/�� CD ( Surfacing { e,",/: note 1} JI , ` SEE DETAIL 2/C3.2 a`� 0 N Topsoil Or a5 % !� ' � 18" CAST IRON 910 BOXle: "°°� I` directed � Erase Material I ' �l�,`/' PROVIDE 24" BY t9 �9{$ ` �lap� �"� ((( ? / }� • 4' THICK CONCRETE ///1///J / pE a") N +4-- 7- „1 n o 0/ h 4, PAD (SE£ NOTE 4) 1 I v CD -• 0 U 47- a 4 a o •>(/09..o 0 0 0di° O W v p _ O o °OOVA RoAB 6°OOD��`J:f AGGREGATE BASEROCK HAND TAMP BACKFILL 'S N. `J' O [7 7o p Oq 9ona"0 cJ AROUND TOP SECTION �12" MIN.MAX. ��/ 1;:\ E � E� ED Q o n od.c AIBP OoOa n<: JcL7 ED 471 a7 n1.__.::11r-L.1 T : : _. �' H cn IP z M c U p i-`i I- I I I _ _ COMPACTED SUBGRADE �_� _ J 44„)_ .. .' �E _ W Cly J w I t3 v= + 6" ASTM 3034 PVC ., `` Gs fa w 1 - O o p 1 v v • �,• a. LOCAL STREETS: ~--�` 3 o(� = o x }�, �I AC - s" CLASS 'C" ASPHALTIC CONCRETE, -•- CONCRETE CURB AT `4, 0 I- -gyp a G _c m A6 - 4' 1-'• 2" _ O" AGGREGATE BASEROCK OPERATING NUT EXTENSION �? • BACK OF RAMP #a If •- O d v o ( I ) (SEE DETAIL NO. 505) CD Cr)CICS r w o a r° , �nJ o m g OR I f 2.0% AND LANDING 12. "' Cr) cJ >.a �' N M AC - 8" CLASS 'C" ASPHALTIC CONCRETE MAX. O 0 1a- d' n CTT E r. �+ .C) O. n•�r,) Q, --- C7 C47 o rr7 MAJOR COLLECTOR STREETS: PLAN rn cp a Q! a � CONCRETE CURB AT BACK W � L.0 Lo � � AC - 9" CLASS "C" ASPHALTIC CONCRETE, BE FLUSH WITH AC 6" Min bedding 6„ EDGE OF RAMP TO OF RAMP AND LANDING U below outside of AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 6" m pipe bell 3/411 - 0" MIN MIN 4" CONCRETE - - i PAVEMENT WARNIINGBLL i crushed aggregate CURB RAMP SECTION • O ' + �\ �`� /.„:101"\...x, 2.0% MAX. lig:1ff tri''. r „ NOTES: � 0\ \/`�� --- * :• r' • •4 2' Mite Trench `V'�:'Y \ _..:-4,,,,:,...11.,..14:.„1/4-„,...f,:<',,., N Y a'A` ' �� r 0 / 1) VALVE BOX NOT TO REST 7m.. •a ; •+ • • , a C!J 4 1 stir \ . 'a A v foundation ( .., - �� ON OPERATING ASSEMBLY. ry. I- / 2) OPERATOR EXTENSION +;a ! stabilization r.ll .°" BASE MATERIAL 0 O REQUIRED WHEN VALVE NUT '•o,;.,„^.4''" I-""`€`-~ X O -�^^�•N_•1^ 111 SW FM Are.,Suite 2500 If required IS DEEPER THAN .3 FEET 24'. --- I-- COMPACTED Portland,OR 97204 M V)) NOTES: FROM FINISHED GRADE. SUBGRADE 0:503227.3251 [ 1 1 F:503 274.4091 T 1. JOINTS TO BE TACK AND SANDED 1M 7J-1 BIII,A0NUS ASPHALT EMULSION.. 3) CENTER VALVE BOX ON SECTION A a NOTE: AXIS OF OPER. NUT. www.kpff.coin LU t 1. 1' T-CVT FOR PIPE ONLY PROJECTS. 2- ASPHALT PLACED IN MAX- 3" LIFTS EACH COMPACTED TO 92X MIN. NOTES; a 4) PROVIDE 24" SQUARE BY 4" THICK 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. W v 2. JOINTS TO BE TACK AND SANDED. CONCRETE PAD AROUND VALVE - 24" 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE EDGED > (,J 0 3. SAWCUT SHALL BE TACK COATED WITH BITUM€NUS ASPHALT EMULSION. BOX OUTSIDE OF PAVED AREAS ON 4 SIDES. c-0 AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD " ce o 0 3. EXPANSION JOINTS SHALL BE 1/2 ASPHALT IMPREGNATED MATERIAL OR EQUAL. CL r 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES. M a . DHNGari Ammar 5. COLOR OF DOME AREA SHALL BE YELLOW OR AS APPROVED BY ENGINEER. CTIt'orlIGARD NO SCALE CM 0111GARD Ni)SCALE ('3'[Y of TLGARI7 NO SCALE 0 IS..' ORIEGUN MICHAEL A. STONE. P.E. H'er,o0*t MICHAEL A. STONE, P.E. I,Rrf.E,'4 THEODORE S. KYLE, P.E. I- o R1 Y:kNE:F.AkNEin1V191GN o r E"o E H TRENCH DOG NO. • EB,ALNDAYT1NGDE5F51pN ", ,,, PAVEMENT DIG-OUT DWC NO. ■ liNG.INRT:iEfa`G I)1V LID'S o r Da"xm TYPICAL GATE DVS. NO. 1L1oL(CASil4KLKHF-A'A8',l :-T • I♦ P97HX]e PORKDEDA0TSaxN-r EI. n1HLJC WORKS DtP1irrhor,:r 03 O 191259.W.HALL BLVD. ,. L11235 V.E LAU BLVD. - klli<B W.NAZI.BLSD. N(n � Tif.AW0.O .4I mal JANUARY 2035 BACKFILL gp 13G.ARD.GRP.GDNVR23 JANUARY 2013 AND REPAIR 82 VALVE 503 CURB RAMP AT CURB RETURN rIRAHn•HALLB VD JANUARY 2011 R'7 MEM f1OT)tiS4iln . VORLIn(541)(ADAM VOICE:(599)6]1.112E CL o Q P.5Y:150!)9•1-1!97 APPROVALGA11 FAQ NS)fiALIDT AWRJVAY 0A1E PAY:(58316114.7297 AMO&DATE SCALE- NTS p0y key plan %vIIIINEMENINI CL ,-co JOB No.: 1600327 I 95DD SW MURDOCK,TIGARD,OR 97224 SHEET NO. i� DESIGNED BY: J.ADAMS phase BID& PERMIT SET U .--.4r.,7 �� PUBLIC FACILITY IMPROVEMENT PLANS J 1. OQ CO DRAWN BY: TEMPLETON ELEMENTARY SCHOOL R.CADUA OQ z"per 111 SW FIN)Ave.,Suite 2500 �` V CHECKED BY: P.DEDYO CITY OF TIGARD,OREGON date February 9 2018 Portland, N)Ave., C 3 e 2 1 0 °'a 0:503.227.3251 O 4_`4-Ov� PLOT DATE: 217118 10:16am CO =EL F:503.224,4681 �.7 A www.knR.com PLOTTED BY: rcadua STANDARD DETAILS B 11 SHEET OF revisions Lt DWG NAME: C3.X DTLS.dwg RECORD NC. I- REVISION DATE DESCRIPTION BY TAB NAME: C3.2 1600327 W LU W O I- LLI J w project# 16054 N PUBLIC FACILITY IMPROVEMENT PERMIT 28 Q65 PLANS r. . O1:1- ou.-.--_, C8 • 7 .,,zC N W 4‘,02 (------- ----) i , WEI ,1 .....dli I • • • II 1 1 - SIDEWALK ADJACENT' TO CURB ,E "_. . ..1-1 ?:r .i� O• I B 7'-0' 8'-0" PUES3: r e3. L-----11 5'-s" 1 _ ';';1 lI�11�11 7C � � j ly • o� '; ''"`T`3*C�fitf FL'4,!I�.L'. ca1T--'77�+. � s: - , �A �•'',Y SIDEWALK �� ..'!-:F!..., _ ., -t ICI a j x ti s A lav f �a 3 j ;v::: r ;_.' �� f iF"?�I. � " ,, , ..�`�<.. 6.. ' i f�iig . ' Dull Olson Weekes-IBI Group "''1 :r=-, -..•.......---cvvv \* � •�` .� $ m s: y� W } .�.J _. .. -... - r Architects, Inc. ....14,,t,..-,,......a., d X ,Do o ER O ++'' f i PLUGGED TEE PLUGGED CROSS :. . . ,� #e o Y SEND PLUG OR CAP 30" MIN SERVICE LINEDEPTH 12"x20" ROTOCAST METER BOX, » x",S tAv.g. "\ e;; a e q •s'�:+c :r'�':®!:¢="+.* t•- -/- w,,,, w 2"X20' COVER W/5-1 2"x11° ; ...i% X72 ¢ ♦ ��; .-«_«-.«�-._semi__ _: ,i.., , CAST IRON INSERT WITH NO y n b W a.T. Q Q ♦- 1 1 2 / I'"/' i; MI (D.'''''''''' .-- TOUCH READ HOLE IN THE TOP g ->< �, •q 8# g W z �F,ma r A S�Xni»E, 1\\T,l• \`>J\�j j f .::IF 907 SW Stark Street Portland OR 97205 LISA OR INSERT. NO HINGED INSERTS t -x u ca n a N ^ E!? a °M r'Z� a Kn ® r r w 503 226 6950 fax 503 273 9192 P ,u,ff v a o t- § r-- 7, lot'TrLE F ON PIPE' ' S www,dowa-ibi rou com www.ibi rau corn x oa ��g•xmao a r� a� a a= 4,...s tai • T[#ARA At : J?PNTS 1 9 P• 9 P SIDEWALK ADJACENT TO CURB . a .;x `i 7 o-' -& n Ing ¢6 p s r� , � �, - _ ��: , ......_f,,,-1,,,,1-.... ., .+ I yd N m 66 /'r a It --- ',.:.-.. "'�I€r;' ,:. 'T3-`�,v:',.�--. Xmmxd a - ♦�"� III 5'-B" 5+-O" B'-0" PUE a *+ • o g s* , a :t$ ., .A�.y;. ""»'.-, ( LATERAL PLUGGED CROSS TEE -- 1'-6" Z` M N- N _ _ gCl� ,�/y\`f, .-� ' VAN•". 1+ €E LLJG RETAINER Y..� •/ 4 w 4 ��F g �.� SAND (teAA:tFOt14�... = } � . CONCRETE THRUST BLOCK SCHEDULE : y •��7 � n M v n m n m m o �zm r°� G`h1F /i (BEARING AREA OF THRUST BLOCKS IN SQUARE l W.48.._ -♦rwr✓,,a,, F�xA S"A: �s 4i � 51.rOC1 FEET) 4..:':*4:=3,k.,. ...,,,:::,*', �y WITH. PLANTER #� M Jr-8 3; TEE FITTING 90BENQ, TEE. OR 45' 22 1/2' 11 1/4' �D PRO,�f '' 2 o SIDEWALK I H PLAN ER "` SIZE (INCHES) PLUGGED CROSS BEND BEND BEND V��R G I N Zr Sr�O 30" MIN SERVICE UNEDEPTH 12'K2D" ROTOCAST METER BOX, W *m �, F y I W/12"x20" COVER W/5-1/2"x11" O m ~ -- -- 1/4' 9 CAST IRON INSERT WIH NQ a y , STIP A 1 CURB 0 I 4 01.9 01.3 _- �" 79701 PE r ♦ O a }V m w B 04.0 02.1 01.3 TOUCH READ HOLE IN THE TOP (/] m ff a ' DEWX: B 071 03.9 02.0 o1.3 OR INSERT. NO HINGED INSERTS i I 1 ,"-y 4i K. .''' .AN' 12 160 08.8 04.5 02.3 OREGON SIDEWALK WITH PLANTER STRIP AT CURB , /-----7- . i;.: t•-11:<::,:: ' . �; ;sxt� =', ,F: �,�e�`' ',,, 1 ,6 2x3.4 15.5 08.0 04.0 ,�� 'G{ re l00' �v \ • "p e e + Si'"°�S r"r: 24 64.0 34.9 1$.1 09.1 &/ NARK Dt'; m I q 1 ,.,41110,1 0 T; HA7R*WS TO BE MUELLER CENTURION,. A-:42.}(CR AP''i EQUA ) a" MJ, 5 `:/4" EwIRATION DATE: WlV7GPrt .. Z -I >461df5 3:PC1RT - TWO 2 1 2' YLdTA N OPERATION r LEFT V171I THE FOLLOW1 C ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN NOTES (CUSTOMER SIDE _ I �- t 1. SURVEYOR TO INSTALL TEMPORARY HUB 'Q i ' A. OIL RESERVOIR ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO AND GUARD STAKE AT LOT LINE FOR J ii/� < -a. o.. ;BE2CNZE ACTUATION NUT' COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING METER INSTALLATION. TT Y!:/ - . -_, 1 Q,- 1(.. BRONZE SEAT RING STESSES, USE THE FOLLOWING EQUATION 2. BOXES SET IN CONCRETE SHALL BE .. . 'WEATHER SHIELD 9-1p" SEE DEPTH CODE l'ii NEXT SIZE LARGER. r'�--- © 1' '"' J E BEARING AREAS - (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) x (TABLE VALUE) ra. FOR DEPTH DF F sQjj E SAFETY SLEEVE COUPLING 3. CENTER OF METER BOX TO BE OFFSET L I { " 1.1.1 .E.. r� i�: :a COVER ›- • THREADED NQZZLES WITH "0" RINGS 1' FROM PROPERTY LINE. a G NATIONAL STANDARD 'IH-IREA S 1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER 4. BANKED METERS WTH SHARED SERVICE �_..S_..�T.-U v . ' t !. a 2, SAFETY CHAINS TO:'DE REMOVED, 2 STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561 LINE TRENCH SHALL HAVE 18" MINIMUM �_ i • 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. DISTANCE BETWEEN TAR INSTALLATIONS. 4" MIN / � 3, HYDRANTS TO B€ PAINTED US/NG R-417 ?tEl"T° mum Q12;,,TiN,A7Eh'RAITE.,i4J'PRQV£f1 a �y 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 5. IF WATER METER IS LOCATED IN A 3/4"-0" METER - < • �� 811 F 'A.JRiCT FIRE MARSHALL. • SIDEWALK AREA THE BOX SIZE WILL BE ROCK ANGLE BALL METER VALVE F- ( � �\ 4. HYDRANT TO BE INSTALLED. TRUE. AND PtLEkiB 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. ARMORCAST 17"X30"X12" RPM 20K MUELLER 1" 824258N (THIS IS Iw{ 0 N �� a +�• NO TJIiSTRU CTIONS WITHIN 3 #" RADIUS HYDRANT:: 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED AApVE, COVER OR EQUIVALENT, IF TWO METERS v Q'g L- " a" '6; IF SUBJECT TO VEHICLE' DAMAGED; PROTECTIVE PAST-7O BE PROVIDED; ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURES AND ALLOWABLE SOIL BEARING ARE BANKED IN SIDEWALK AREA THEN AN ALL 1" 300 PSI BALL 5b 8 8 VALVE BOX TO BE IN.ACCORDANCE WITH'STANDAR DRAWING NO, 503 OR AC. A PROVEPJ' STRESS(ES) STATED IN THE SPECIAL PROVISIONS. PRESSURE( } VALVE NO LEAD ANGLE STOP) ° 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER DISTANCE BETWEEN ANGLE STOPS WILL OR EQUAL " jY l NGF{+IEER: BE 24", �. 33if2U5� BI OC,CS SHALL. NOT BE PLACED AT HYDRANT 1OCATIONS., BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL BEARING AREA OF 1" TYPE "K" SOFT COPPER TUBING ;�ce A. 'INSTA A. STORZ EIPHA5O-:45NH PERMANENT HYDRANT ADAPTER.(OR EDUIVALENT}' THRUST BLOCKS ARE IN SQUARE FEET. u- SEAMLESS ( T 4 1/2" 'PORT. LC')'4 k i.. MnMOIFtY 8f5 - - (.rr c y..r.i.. ,PWOWI tfi CITY OF TIGARD AirRa+tn ex NO SCALE CITY OP IG.tRD w"RrnED eY: NO SCALE ' NO SCA1,E ,. C„ NO SCALE OREGON LORI FAHA, P.E. oP.con THEODORE S. KYLE, P.E. ne tiYk4 LORI FAHA.P.E. • p _ rRI(:ON THEODORE S. KYLE, P.E. 1" WATER SERVICE 4 ENGlk1E:BANG AMY WON 3" & 4 DWG. No. AtE4Y1jNR INfir21.irSMv do AI$AowswattI .. .. DWG.taq r;ccmaAnnxKD mvwm STANDARD _ knWl`Wl ITI?tH C[iio`4 CITY dAreEn DWG. NOy mr rxal�t /+s.Tr poaFK»urAACr,Nr THRUST DK. Nn. RAIV> Mill;, rt°i(}a9L3f8PAll'F7i1C`tJ' �` "� MY DANCER BLOCK SH210g 766L-�r1,5•, 1 �N� f V .!t 1+1�'OII FU.VA.Vm� RP.ISM S.WAS IEg..VA»:I�'1.' ��Oiiiii� , runic JIALI.A.NT... F' 523 trK+llGl�i*tAYl AUGLSt 20ia ASSEMBLY 54_ r • ncum,OREGON v, JANUARY 2011 560 Faassw,xAax.atvp ncxin,oaacm:mua JAN1JARr 2011 IwETER � C ! 4+ r 1 TIGARD,OREGON vnl3 MARCH 2017 `./ vnrcm<w]1 09-+:n tuFC :lan+lam-arr. iylpt.,ljg iµ•33�q: APPROVAL w+L VOWS:(501.n+rn PAY,(=071�a.'120 APPROYK dFff FAA:po3.1 NFTR' /APR.vK a/�1F -.:--. - - FAX.(!&1)01.'1241 MOaGY.Y-DAV m mmm 115 WIMII51 .'1 . O C/) CV CV ti CO 0 a) C � 0 �, U -I- ' 0) CD [Z -. Hh EA i m 0 CD Er C, - ccoo L I I- a, co .:., J ID D 0 F (:) lqjffi J 0 ui n H i p 5 I 0 x V 111 Sw Firth Ave.,Portl Portland,OR 972i0425DO M U7 T F:503.274.4251 0www koff.com 1 Z W b W > 0 E '' Uwm -a I E Cn N cr (0 o,- O LO key plan io d o a0 r* JOB No.: 1600327 I 9500 SW MURDOCK.TIGARD,OR 97224 SHEET NO. ¢ i� �+ DESIGNED BY: J.ADAMS phase BID& PERMIT SET U jN \� PUBLIC FACILITY IMPROVEMENT PLANS LI j Q4c40 - <( DRAWN BY: R.CADUA TEMPLETON ELEMENTARY SCHOOL Z v �, O�y CHECKED BY: P.DEDYO CITY OF TIGARD,OREGON C3 . 3 date February9, 2018 Q v 111 5W Filth Ave.,Suite 2500 Portland,OR 97204 I 0 0� Q PLOT DATE: 217/18 10:16am (� ._- -- -------- 0:593.227 3251 _`C �v C) L�dlqjff F: 503.224.4681 4R 0 rcadua revisions l r wwwkDA'cam ` PLOTTED BY: SHEET OF 3 STANDARD DETAILS 9 11 QI DWG NAME: C3.X-DTLS.dwg RECORD NO. Z REVISION DALE DESCRIPTION BY TAB NAME: C3.3 1600327 J Li LU J -- W Z CIF- LLI I -J CL LLJ project# 16054 N PUBLIC FACILITY CO c, IMPROVEMENT PERMIT ¢- co� PLANS NI-r ...--- c'60- .-0 co, C8 . 8 ,z Ci �LL e SHEET NOTES 1 1 t APPROVAL OF THIS EROSION SEDIMENT AND POLLUTION CONTROL PLAN I B r t • „ .� ,�CI c; (ESPCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR Ca 1 I "' DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, :` .'.'.. 1 •• a ' RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). i ... • 7?;,..h L.:-a `f+ 2. THE IMPLEMENTATION OF THIS ESPCP AND THE CONSTRUCTION, Dull Olson Weekes- IBI Group i EI /i / MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESPCP FACILITIES � , �I I % 4,.. iIS THE RESPONSIBILITY OF NE APPLICANT/CONTRACTOR UNTIL ALL Architects, Inc. • BUS/EMPLOYEE�I.C `E:i": NO WV a. : / Irl IA A fCONSTRUCTION IS COMPLETED AND APPROVED, VEGETATION/LANDSCAPING TEMPLETON !STOP ENTRANCE FRANCE O I.4 _ •.. ,.J PARK '�,J PA , / € I. , , '. f. ` ' /" IS ESTABLISHED, __ ..... .. Starkt PortlandOR I —,�_ ;kl, r.-. a� f 907 503 2B 6950 See d fax 503 97205 [I3A '��s i CONJUNCTION WITH EALL CLEARING ANDIGRADINGU ACT1M11ES, ANDINCONSTRUCTED tel 22B • ~' 4. t,-.T. t y A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO nfax 273 9192 / WWW Owa-ibigroup.CO www.I I9F0up.00m mak-leakmamk,...,mak.A47/ . rnu7. r�: N ,''Li:' FT, ISA - 1, l L I i NOT ENTER THE DRAINAGE SYSTEM ROADWAYS OR MOL.ATE APPLICABLE ' ^„" U J x F, E r ' ""- -'--` WATER STANDARDS 11111111111111. : . Mai 4. FAq ES MINIMUM i THE ESPCP UTI SHOWN ON THIS PLAN ARE THE MINI mumilli ! ` c i I REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE I CONSTRUCTION PERIOD, THESE ESPCP FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT I /� �` AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. : . .. . .. , s 5. r THE ESPCP FAQLIT1ES SHALL BE MAINTAINED AS NECESSARY TO ENSURE I INSPECTED DAILY BY THE / __ ...:.............�. ,,......., �.,. i.,.�la.•...««;X,;' � (� THEIRCCONT/IN�ED FUNCTIONING,TRACTOR AND 5��%��PN e*„ e* `r's�0 . 11-IE ESPCP S ON NACTIVE SITES SHALL BE .-: B MAINTAINED A MINIMUM OFI ONCE AWED( OR WITHIN INSPECTED 24 HOURS 79701 PE 41 e. A.- --- FOLLOWING A STORM EVENT. �.�.. .... ................: _., r,� __ ..._ f t ..-. W4TERL1NE EASEMENT OREGON£' IIIIIIIIIIIII 1. !;f`.' 'x EJff D C MENT NO 2005 031024 A� J61. IC �o(k o `...\-- i tNO � WS/EMPLOYEE � rr? t � PARK s _ v � p ' • . . r ,.. y o� /4 '' ' ---:( � 11:9491ali 11;616661.64t66�14446466:4.4:O4OS6444414846444444466464Al44AA .01,,� INn� •�6�•64.•.644.6-••� • T.A.►.•�Y./.• i L 14 \ i • /K.:1/ 4 I 1, 1 1 " " • 1't * \ \` STRAW WATTLES ?""' e�:`, y BIGBAG IN GUTTER ILOT 19 �� '' .` o o ss I q. I : „,,, :,‘,, . M> / ��4 0 SHEET LEGEND Q - - PROPERTY LINE 0 gj 49 EX. CONTOUR MINOR = 0.1~ - - -"- 50 ""' EX. CONTOUR MAJOR ' '- 4^' PROP. CONTOUR MINOR P: m PROP. CONTOUR MAJOR I E r a+ — — — — — — I CD (� ~ EXTENT OF WORK 0 < STRAW WATTLE C4.2 C 1 0 I--' _ Q v d- c..) r1,, , INLET PROTECTION 2liFiI ib...... CD -0 er5 U r� SURFACE FLOW DIRECTION c dr d- hi cf)o cn O O O o a_ O ` 810 BAG IN GUTTER CD ;r ,.i.. 7 m D 0_ ...."- 1TIff I- 0 0 i U o CO O 111 SW Fifth Ave.,Suite 2500 LLI o v Portland,OR 97204 10:503.227.3251 1 - v F:503.274.4581 www.kpJf.cpm z LL `m 2 E: LU U LTJ O I o 0 0 a m L — E S2 v m E CO N O K)- ma Lr key pia n ..--O d E 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. C.> phaSe BID& PERMIT SET a � DESIGNED BY: U.ADAMS U gry Q�Gj DRAWN BY: R.CADUA PUBLIC FACILITY IMPROVEMENT PLANS �p SCALE 1 CCS TEMPLETON ELEMENTARY SCHOOL 0 z-6 1 INCH=10 FEET 111 SW nth Ave.,Suite 2saa C4 . 1 v � O CHECKED BY: P.DEDYO CITY OF TIC,ARD,OREGON-5 m Portland,OR 97204 date February 9, 2018 _ PLOT DATE: 2f7118 1017am CU W O — / 10 0 1 0 201q3ff .;.),:r0) .:„.„3,52:11. 0%_\ �� !�a // 3.22 V PLOTTED BY: madtia i A 3 ) Q EROSION AND SEDIMENT CONTROL PLAN SHEET 10 OF 11 revisions Q DWG NAME: C4.1-ESCP.dWg RECORD N . Z REVISION) DATE DESCRIPTION BY I TAB NAME: C4.1 1600327 W M Lu Z 0 _1 R M project# 16054 M PUBLIC FACILITY a° IMPROVEMENT PERMIT o`.0 PLANS o Cl- v- w C8 . 9 90 N LLI �=1 LL f • 9 m r 1 1 o hilt i IBI -6 4 I 1 WOOD STAKE Dull Olson Weekes-IBI Group f (TYP.) '^'' Architects, Inc. .. y '''' _ . y 1 � � A .- 907 SW Stark Street Portland OR 97205 USA ADJACENT ROLLS , *1 503 228 6950 fax 503 273 9192 SHALL TIGHTLY $ .-• r� O�' www,dawa-ibigroup.com www.ibigroup,cum ABUT � -a r' 9< S PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) . ..N• PN FpeSs/0 r INBED WATTLE 3"± INTO ' `''a �A yr f ij ; e `• EXISTING GROUND SURFACE 79701 PE ,VVV • * , , TO PROVIDE CUTOFF �/';: re#,> + EXISTING SLOPE OREGONf. h<, ,o ��1 fp to�� p SECTION 'A' A`! MARK 060 1 EVIRAMO,PATE; 12/51/2011 I NOTES; 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TWE AND STEEPNESS, SEE PLAN (5' MIN - 25' MAX.) 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR RYE STRAW NOT PERM!1ILI). ,� STRAW WATTLE ON SLOPE • J SCALE: NTS • 0 -.41 ° o U) 2 EACH FOAM-\\ o Q DUMP STRAPmC - v ...... co 4 0 N EXPANSION RESTRAINT l'.-. 04." NYLON ROPE, CC 0 0) N 2" FLAT WASHERS) C mli IV! 0 4 Ifo CD ✓ DUMP STRAPi'-;...4..,••••••,-...,..... ...-.4.1...,, • .,, cp �� <. W C� CI) 0 1" REBAR FOR BAG _ BAG DETAIL - �, REMOVAL FROM INLETA1=1 t--- W :o r N< ��Y� /� CT7 CO 1m1 REGULAR FLOW .' �' o SILTSACK®�\ '� ` DUMP STRAP CDce C) ) LQ tC 7 c.p C7 0 R/ 0 / ,' •'. , , . •0# /q3ffa VO ♦.h ..a i f1 1 .A �' 111 SW Firth Ave.,Suite 2500 C o Portland,OR 97204 LSI o LfiyG� Y.. . • 0:503.227.3251 T 4. .. �. f F.503.274.4681 .�` \�%'• www.kroi:cnm C 0 I ' CC O• 0 KM a : 1 NOT a.. FLOW INSERT BAGS. U �D JE CID N^ INLET SEDIMENT PROTECTION CL o0 O SCALE: NTS key plan _.J -v O co I JOB No.: 1600327 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. U ..--",r-..%-, V I DESIGNED BY: J.ADAMS phase BID& PERMIT SET DRAWN BY: R.CADUA PUBLIC FACILITY IMPROVEMENT PLANS LI O i `OQ yt5 I TEMPLETON ELEMENTARY SCHOOL n P.DEDYO /•t2 date February 9, 2018 0 Z 111 SW Fifth Ave.,Since 2500 [i46 � Q CHECKED BY: CITY OF TIGARD,OREGON yj-8 Portland,OR 97204 Q n-`�0�� I pLOT DATE: 2!7/18 10:17am V = 0:503.227.3251 `V Ce LL_C_ F: 503.224.4681 n www.kn2.com PLOTTED BY: rcadua SHEET OF revisions a N DING NAME: 04.1-E5CP.dwg EROSION AND DEDIAMENT CONTROL DETAILS 11 11 RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: C4.2 1600327 L1.1 2 -J Z 0 1 J 0 i7 project# 16054 N PUBLIC FACILITY M IMPROVEMENT PERMIT cr)� PLANS roc, I. 1 0 C8 . 1O N LLi __I "LT_ "L.L